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HomeMy WebLinkAbout38135 Market Square Dr (9)REVISIONS BY AHCA COMMENTS 03. Ia. 11 DC i" fr� r F `A. ;r 1 �>r �` a x s9 , x ti m r r- y 71 w F - a ff 1 _T _1WA'K*F I T' A -1 � �,& UQ WA M III IMA WA I FA M VIM, A I 10 "MIWED PLANS AV HEED' REVIE IRY ZEPHYRHILLS Mi ICE Date: #wisww: Please be advisee: 'nl" ---view of plans submitted is a cursory review to assist this contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans am in complete compli.nce with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shell be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA Codes and loc.--ordinances. REVMW DATL' CI Y OF ZEPHY {BUILDING OTTICI a J I Ce As secle, 4E mo t,3 OX, Mze 1, 0 jq �wwI 6E-fs.U]� Il 0U +J ZZa c 0�G � a4, E AP.�C oC o_"xo : F V) o C z �6 0 U � Z o 0 D M M ° J Q 0- N ° X L'i -� U L _O Q W a' 0 O Q `n M s L o oo t L CL M a O N O LA_ Date: 12. 15, 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZp Job: 09-45 Sheet T 1 - Fi:'.Projects'•.Projects 2009`0945 - F'tv1C - ZliASC Expans ion'•.CD'.R[V,112 Aichitectural'••TI - COVER.dwg, 3r21 2011 1:49:08 Ph1, DC MATERIAL LEGEND GENERAL NOTES BUILD INCH CODE INFORMATION INDEX OF DRAWINGS EARTH/ FILL I. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE APPLICABLE CODES: T1 TITLE SHEET AT2 FPO FIRE PROTECTION SITE PLAN 2 CODE "FLORIDA BUILDING CODE," "FLORIDA PLUMBING CODE," "FLORIDA MECHANICAL "NATIONAL THE FLORIDA BUILDING CODE, 2001 EDITION ABBREVIATION SHEET FRI FIRE PROTECTION EXISTING CONDITIONS PLAN 2 FP2 FIRE PROTECTION PLAN BRICK CODE," ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION. (FOUR VOLUMES) INCLUDING 2009 SUPPLEMENTS ASI OVERALL ARCHITECTURAL SITE PLAN 2 , FP3 FIRE PROTECTION PLAN BUILDING (FBC;-B) AS2 ENLAI�ED ARCHITECTURAL SITE PLAN / DETAILS a 2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE PLUMBING (FBC-P) A63 ARCHITECTURAL SITE DETAILS 2 MGI MEDGAS DEMOLITION FLOOR PLAN a CONCRETE CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" MECHANICAL (FBC-M) 2 MCs2 MEDGAS DEMOLITION FLOOR PLAN AIA DOCUMENT A201. FUEL GAS (FBC-FG) Dla OVERALL DEMOLITION SITE FLAN 2 i MG3 MEDGAS OVERALL FLOOR PLAN STUCCO, CEMENT PLASTER, LIGHTWEIGHT 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF FI E 10 C 20 1 0 1 ADID PARTIAL DEMOLITION FLOOR PLAN MG4 MEDGAS RENOVATION FLOOR PLAN CONCRETE ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE 1 LIFE SAFETY CODE FLORIDA EDITION 2006 EDITION M DIC PARTIAL DEMOLITION FLOOR PLAN 2 i MG5 MEDGAS RENOVATION FLOOR PLAN 17771 INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND E I AL E 0 I N 2 MG6 MEDICAL GAS DETAILS CMU- LARGE SCALE REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY LSI LIFE SAFETY PLAN - PHASE I z MGM MEDCsAB EQUIPMENT SCHEDULES NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS. L82 LIFE SAFETY PLAN - PHASE 2 CMU- SMALL SCALE 4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE O=IPANCY CLASSIFICATION= OLS3 LIFE SAFETY PLAN - PHA-5E 3 2 PDI PLUM5NG SPECIFICATIONS / SCHEDULE WORK OF THEIR TRADE, TO ENSURE FIRST CLA55 WORKMANSHIP. ANY WORK NOT EQUAL FBC - BUILDING, CHAPTER 3 P.PLUMBING SCHEDULE TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL SECTION 304: BUSINESS OCCUPANCY - GROUP B -FULLY SPRIKLERED OAI OVERALL BUILDING FLOOR PLAN z PI PLUM5ING DEMOLITION FLOOR PLAN - SANITARY SEWER METAL -LARGE SCALE COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE z P2 PLUMBING DEMOLITION FLOOR PLAN - SANITARY SELLER UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE 2 Ala OVERALL FLOOR PLAN P3 PLUMBING DEMOLITION FLOOR PLAN -WATER METAL OR SHEET METAL -SMALL SCALE THE COST TO THE SUBCONTRACTOR HEICsHT AND BUILDING AREA: 2 i Alb ENLARGED PARTIAL FLOOR PLAN P4 PLUM5NG DEMOLITION FLOOR PLAN - WATER SOLE RESPONSIBILITY TO DETERMINE ERECTION 5. IT 15 THE GENERAL CONTRACTOR'SFBC -BUILDING, CHAPTER 5: TYPE IL-B, FULLY SPRINKLERED i AlC ENLAIF43ED PARTIAL FLOOR PLAN 2 ' P5 PLUMBING RENOVATION FLOOR PLAN - SANITARY SEWER WOOD FINISH PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED AREA MODIFICATION FOR FRONTAGE INCREASE - 506.2 0.00%'o Aid ENLARGED PARTIAL FLOOR PLAN AAle t STORM DRAIN FLOOR SANITARY SEWER AREA MODIFICATION FOR AUTOMATIC SPRINKLER SYSTEM - 506.3 200% ENLARGED TOILET PLAN / DETAILS ILP6 PLUMBING RENOVATION PLAN - TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE Alf ENLARGED TOILET PLAN / DETAILS t STORM DRAN ` NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY AI_LOWED PROVIDED Al ENLARGED TOILET PLAN / DETAILS 2 ' Pl PLUMBING RENOVATION FLOOR PLAN - WATER - WOOD BLOCKING CONTINUOUS OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. TABLE 503: HEIGHT AND BUILDING AREA Ala OVERALL, DIMENSIONED FLOOR PLAN 2 P8 PL,UM5NG RENOVATION FLOOR PLAN - WATER ro- ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR Alb ENLARGED PARTIAL DIMENSIONED FLOOR PLAN 2 1 P9 PLUMBNG ENLARGED PLANS - SANITARY t VENT WOOD BLOCKING INTERMITTENT DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS MAX. BUILDING HEIGHT 55, 25' A2C ENLAI�xED PARTIAL DIMENSIONED FLOOR PLAN 2 1 P10 PLUM51NCs ENLARGED PLANS - SANITARY t VENT SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL MAX. STORIES 4 1 A2d ENLARGED PARTIAL DIMENSIONED FLOOR PLAN 2 1 Pli PLUMBING ENLARGED PLANS - WATER NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL AREA PER FLOOR (MULTI -STORY) 23,000 SF 2 A3a OVERALL REFLECTED CEILING PLAN 2 P12 PLUMBING ENLARGED PLANE ^WATER PLYWOOD CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER SECTION 501.2 2 A3b ENLARGED PARTIAL REFLECTED CEILING PLAN 2 ' P13 SANITARY RISER D1,4CsRAMB 1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. 5PRINKLERED ONE STORY UNLIMITED EXISTING AREA 55,290 SF 2 A3G ENLARGED PARTIAL REFLECTED CEILING PLAN 2 1 P14 SANITARY RISER DIACRAt'MS GYPSUM WALLBOARD A d E�IL.Afa'sED PARTIAL REFLECTED CEILING PLAN 2 PI5 PLUMBING ROOF PLAN 8- ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. PROPOSED AREA 12,520 SF A3e CEILING DETAILS 2 PI6 PLUMBING ROOF PLAN < STORM DRAIN TOTAL AREA ro8,110 SF - COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH QA,a ROOF PLAN 2 Pll PLUM51NCs DETAILS RIGID INSULATION ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK A4b ROOF PLAN 2 PIS PLUMBING DETAILS TO BE PERFORMED. CONSTRUCTION TYPE: Asa EXTERIOR ELEVATIONS BATT INSULATION 9, IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD FBC,- BUILDING, CHAPTER ro A5b EXTERIOR ELEVATIONS 2 1-10.1 MECHANICAL LEGEND, AND NOTES INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF H18 BID. TABLE 601 - FIRE RESISTANCE FOR BUILDING ELEMENTS QA5c EXTERIOR ELEVATIONS .2 MECHANICAL SPECIFICATIONS THIS INSPECTION IS REQUIRED 50 THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR REQ'D PROVIDED L2�Aba WALL SECTIONS 0 MECHANICAL DEMOLITION PLAN WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS STRUCTURAL FRAME INCLUDING Abb WALL SECTIONS .0 MECHANICAL RENOVATION PLAN DEFINED IN THESE CONSTRUCTION DOCUMENTS. COLUMNS, GIRDERS, TRUSSES 0 HR 0 HR AbG WALL SECTIONS .1 MECHANICAL RENOVATION PLAN 10. UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL BEARING WALLS, EXTERIOR 0 HR 0 PR Abd WALL SECTIONS .2 MECHANICAL RENOVATION PLAN WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A BEARING WALLS, INTERIOR 0 HR 0 HR Abe WALL SECTIONS 3 MECHANICAL RENOVATION PLAN PERIOD OF ONE (U YEAR FROM THE DATE OF 5UB5TANTIAL COMPLETION, WITH ALL NONBEARING WALLS, INTERIOR 0 HR 0 HR FLOOR CONSTRUCTION INCLUDING Abf WALL SECTIONS A MECHANICAL OVERALL FLOOR PLAN 1-41 APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER. SUPPORTING BEAMS t JOISTS 0 HR 0 HR Ab WALL SECTIONS 0 MECHANICAL ROOF PLAN 11. IT SHALL BE THE RESPONSIBILITY OF THE G.G. AND/OR CONTRACTORS TO COMPLY WITH ROOF CONSTRUCTION INCLUDING t 0 HR 0 HR WALL SECTIONS A61 WALL SECTIONS .0 MECHANICAL SCHEDULES MECHANICAL DETAILS ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY THE U.5. DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND SUPPORTING BEAMS J015TS A6j WALL SECTIONS .1 .0 MECHANICAL DETAILS EMPLOYEES TO COMPLY WIT"THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS. Abk WALL SECTIONS .1 MECHANICAL DETAILS MEANS ERE Ala INTERIOR ELEVATIONS 12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS 15 AS EXACT AS COULD BE SECURED. FBC - BUILDING, CHAPTER 10 2 Alb INTERIOR ELEVATIONS El ELECTRICAL LEGEND THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT FLOOR AREA PER OCCUPANT 2 AlG INTERIOR ELEVATIONS E2 ELECTRICAL LIGHTING FIXTURE SCHEDULE LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY TABLE 1004.1.2: 100 SF 2 Ald INTERIOR ELEVATIONS E3 ELECTRICAL SITE PLAN - DEMOLITION ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS. 'VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK FIRST FLR 12,828 SF 129 PERSONS INTERIOR ELEVATIONS E4 ELECTRICAL LIGHTING PLAN - DEMOLITION �Ale Alf INTERIOR ELEVATIONS E5 ELECTRICAL POWER PLAN - DEMOLITION 13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN ANYWAY BY THE CONTRACTOR OR THE OWNER ALTERATIONS SHALL BE MADE ONLY BY Al g INTERIOR ELEVATIONS Eb ELECTRICAL SITE PLAN - NEW WORK EGRESS WIDTH PER OCCUPANT - TABLE 1005.1 Aea CA5INET DETAILS A6121 ELECTRICAL LIGHTING PLAN EAST - NEW WORK THE ARCHITECT OF RECORD. LEVEL (FIRST FLOOR) 129 x 0.2 = 25.8" A8b CABINET DETAILS AVINED ELECTRICAL LIGHTING PLAN WEST - NEW WORK 14. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE SPRINKLER SYSTEM. ANY AND ALL Z2AASa DOOR SCHEDULE / DETAILS E9 ELECTRICAL LIGHTING ENLARGED PLAN - NEW WORK EAST NEW INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR A9b DOOR DETAILS 22SAEIO ELECTRICAL POWER/COMMUNICATIONS PLAN - MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM NECESSITATED BY THE WORK IN THIS ALLOW, PROVIDED AIOa WINDOW SCHEDULE / DETAILS WORK PERMIT SHALL BE DONE AS PER NFPA-13 2002 EDITION, BY A LICENSED FIRE SPRINKLER MIN. CLEAR DOOR OPENING - 1008.1.1 32" 2 34'' A10b WINDOW DETAILS inSAEII ELECTRICAL POWER/COMMUNICATIONS PLAN WEST - NEW CONTRACTOR WITH SEPARATE PERMIT AND PLANS. COMMON PATH OF TRAVEL - I0133 15 FT <75 FT DAII MISCELLANEOUS DETAILS WOW" 2 � HVAC 15. THE EXISTING FACILITY 15 ACCOMMODATED WITH A FIRE ALARM SYSTEM, ANY AND ALL EXIT ACCESS TRAVEL DI5T. - TABLE 1015.1 300 FT < 300 FT E12 ELECTRICAL POWER / PLAN -EAST INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS ANp/OR MIN, CORRIDOR WIDTH - 1016.2 44" Z 44" OIDI FINISH FLOOR PLAN / SCHEDULES E13 ELECTRICAL POWER / HVAC PLAN - WEST S`r'M50L LEGEND MODIFICATIONS TO THE FIRE ALARM SYSTEM SHALL BE DONE AS PER NFPA-12 2002 DEAD END CORRIDOR - 1016.3 5O FT <5O FT E14 ELECTRICAL ROOF PLAN - NEW WORK EDITION, BY A LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS. MIN. NUMBER OF EXITS - 1010.1 / 10182 2 ro NI ARCHITECTURAL SPECIFICATIONS E15 ELECTRICAL ANCA PLAN - PHASE N2 ARCHITECTURAL SPECIFICATIONS E16 ELECTRICAL ANCA PLAN - PHASE 11 16. ALL FIRE, PROTECTION SYSTEMS SHALL REMAIN IN SERVICE DURING CONSTRUCTION AT ALL N3 ARCHITECTURAL SPECIFICATIONS 2 Ell ELECTRICAL POWER DISTRIBUTION RISER DIAGRAM TIMES. NUMBER AND SIZE OF EXITS 2 E18 FIRE ALARM RISER DIAGRAM AND NUIRSE CALL RISER DOUBLE ENTRANCE DOORS 66° x 2 = 132" DIAL RAM - 3'-0" TENANT EXIT DOORS 34" x 1 = 34'' 4'-0" TENANT EXIT DOORS 46" x 2 = 92" A&Ame LIGHTING CONTROL owlaRAm, SCHEDULER AND DETAILS BUILDING SECTION SYMBOL DOUBLE AUTOMATIC ENTRANCE DOORS 88" x 1 ■ 68" E20 ELECTRICAL PANEL SCHEDULES AND LOAD I CONSTRUCTION NOTES TOTAL EXIT WIDTH 346" CALCULATIONS AE21 ELECTRICAL PANEL SCHEDULES AND LOAD INTERIOR FINISHES: E22 ELECTR CTAL ENLARGED POWER / C.OMM. PLAN - WEST - I. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE FBC - BUILDING, CHAPTER 8 BUSINESS - GROUP B (FULLY 5PRINKLERED) E23 ELECTRICAL ENLARGED O.R. PLANS, DETAILS AND NOTES WALL SECTION SYMBOL WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLA55 "B" INTERIOR FINISH RATING AREA. "C" INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 803.5 VERTICAL EXITS AND EXIT PASSAGEWAYS: CLA55 B i-� ` RMEW DATE:_[ L 51*1 STRUCTURAL SPECIFICATIONS IN EXIT AND EXIT ACCESS CLASS ELSEWHERE- EXIT ACCESS CORRIDORS / EXITWAYS: CLASS C CITY OFUPHYR, Iy, 2 52.1 FOUNDATION PLAN 2, ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS 51DE WITHOUT THE USE OF A ROOMS AND ENCL05ED SPACES: CLASS C MILDING OFFICFA.L G�, 2 S22 FRAMING PLAN KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR 2 52.3 FRAMING / FOUNDATION PLANS SURFACE BOLTS SHALL NOT BE USED. S2A FOUNDATION PLAN / SITE WALL DETAIL SYMBOL 3, ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WH05E BOTTOM EDGE IS LE55 THAN 60 S3.I BTRLICTURAL DETAILS 83.2 STRUCTURAL WALL SECTIONS INCHES ABOVE THE FLOOR AND GLASS BELOW IS" A.F.F. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER r.;OMPI.Y Wrll� 533 STRUCTURAL WALL SECTIONS FBC-2406.1 BUILDING SHALL 83.4 STRUCTURAL WALL SECTIONS Ai.1-, APPLICABLE BUILDING, 63B STRUCTURAL WALL SECTIONS - 4, OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND 60" ELECTRICAL, PLtMBiNG AW 53b STRUCTURAL WALL SECTIONS ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, AT 21" ABOVE S3.1 STRUCTURAL WALL SECTIONS DETAIL SYMBOL ,� CORRIDORS, PASSAGEWAYS, OR AISLES, OBJECTS MOUNTED OR BELOW FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING OBJECTS MOUNTED y(CE3A2tt.'OALC:(JID.S. 63$ STRUCTURAL WALL SECTIONS ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE MANEUVERING SPACE. AS4.1 FOUNDATION DETAILS CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR 542 FR4 LING DETAILS 843 FRAMING DETAILS 5, PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT 64A FRAMING DETAILS LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET OIL 0'-0" F.F.E. ELEVATION MARK ACCESSORIES, GRAB BARS, WALL STOPS, ETC- 18GA. GALV. FLAT METAL MAY BE USED IN S45 FRAMING DETAILS TOP OF SLAB LOCATIONS APPROVED BY ARCHITECT, 6. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVING A FLAME �/+ PROJECT SCOPE SPREAD INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFTSTOPPED AS FOLLOWS: -/-- INTERIOR ELEVATION MARK 6.1. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE FIRE5TOPPED AT EACH FLOOR LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF KEYED DRAWING NOTES SUPPORT FOR ROOFS 6.2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DIVIDED BY DRAFT5TOP5 INTO CONSTRUCTION OF A SINGLE STORY EXPANSION OF AN EXISTING OUT AREAS NOT TO EXCEED 3,000 SOFT ro3.ANY CONGEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR ABOVE ROOF PATIENT MEDICAL CENTER INCLUDING BUILDING, FULL SITE O DOOR NUMBER SYMBOL SHALL BE DRAFTSTOPPED FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF DEVELOPMENT AND UTILITIES. SUPPORT FOR THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF NECESSARY, AT OTHER LOCATIONS TO FORM AREAS NOT TO EXCEED 1,000 SQFT FOR ANY SPACE BETWEEN CEILING AND FLOOR, AND 3,000 SOFT FOR ANY SPACE BETWEEN CEILING PROJECT TEA1'1 LOCATION MAP 000 ROOM NUMBER SYMBOL AND ROOF ro.4.DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2" THICK GYPSUM BOARD, 15/32" PLYWOOD, OR OTHER APPROVED MATERIALS THAT ARE ADEQUATELY SUPPORTED A� = O WINDOW SYMBOL ro.5-THE INTEGRITY OF ALL DRAFTSTOPS SHALL BE MAINTAINED ARCHITECT 51RUC 1URA t Kin,_, rJr, OLIVERI ARCHITECTS MOHAN ENGINEERING I-rhel A:e 1. ALL RATED PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR To THE CEILING 32101 U.S. HWY.19 3040 GULF TO BAY BLvD., SUITE 209 �. AND BE SECURELY ATTACHED THERETO. WHERE SAID CEILING 15 NOT PART OF AN PALM HARBOR, FLORIDA 34054 CLEARWATER, FLORIDA 33159 m Q*, ASSEMBLY PAVING A FIRE RESISTANCE RATING AT LEAST EQUAL TO THAT REQUIRED FOR PHONE: 121. 181, 7525 PHONE: 127. 191, 7505 x1 "' Cx THE PARTITION, THE PARTITION SHALL BE CONSTRUCTED TIGHT AGAINST THE FLOOR OR REVISION THE ROOF DECK ABOVE. Ci 2 8. PENETRATION OF FIRE RATED WALLS, FLOORS, OR FLOOR/ CEILING ASSEMBLIES FOR CIVIL HAMILTON ENGINEERING t SURVEYING, INC. FIRE PROTECTION / MEDGAS / `. nus ti,* f U PROJECT PLUMBING / MEG-4�ICAL ELECTRICAL, TELEPHONE, PLUMBING, N.v.A.G. DUCTS, COMMUNICATION SYSTEMS OR SIMILAR FACILITIES SHALL BE PERMITTED BY NON-COMBUSTIBLE PIPE OR CONDUIT WHEN ALL 311 NORTH NEWPORT AVENUE, SUITE 100 ADVANCED SYSTEMS ENG, INC <• t:er:v Cyr '� �- S ITE OPENINGS AROUND THE PIPE OR CONDUIT ARE FIRESTOPPED WITH APPROVED TAMPA, FLORIDA 33606 PHONE: 813. 250. 3535 12601 AUTOMOBILE BLVD. NO., 2Np FLR. r = NON-COMBUSTIBLE MATERIALS OR WHEN THE PENETRATION 15 PROTECTED WITH A SYSTEM CLEARWATER, FLORIDA 33162 ;: ,n ;,atx, Cv1 0( [+�a yger to WHICH PA5 AN "F" RATING EQUAL TO OR GREATER THAN THE A55EMBLY IN WHICH THE PHONE: 121. 540. 9396 n" PENETRATION OCCURS. S=ARE FOOTAGE SREAK-DOWN LANDSCAPE AWCHITECT t"' osAve 9. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS U.L-, G.A. OR OTHER APPROVED TESTING COMLEY DESIGN APSOCIATES 1666 LANEY DRIVE ELECTRICALELECTRICAL -,vit+Ave - WALL TYPES AGENCIES ARE CONSIDERED PROPRIETARY. PROPRIETARY ASSEMBLIES MUST BE BUILT PALM HARBOR, FLORIDA 34683 APG ELECTRIC [; r C, L. `", Ave THE COMPONENTS, MEANS, AND METHODS SPECIFIED BY THE TESTING AGENCY. PHONE: 121. 12,T. 2840 4825 140TH AVENUE NORTH, SUITE K CONDITIONED AREAS' CLEARWATER FLORIDA 33162-3822 10. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. EXISTING 12828 SQFT PROPOSED ADDITION 55290 SQFT PHONE: 121. 530. 0011 `'''n - 54 ~ KEY PLAN SECTION SYMBOL 11. 51GN46E SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE ACCESSIBILITY W TOTAL CONDITIONED AREA 68,118 SQFT CODE FOR BUILDING CONSTRUCTION (2004 EDITION) AND SHALL COMPLY WITH CHAPTER II SECTION 430 SIGNAGE. UNCONDITIONED AREAS: v.3lurnel.4a SOUTHWEST COVERED ENTRY UNCONDITIONED AREA 1,101 SQFT NORTH COVERED ENTRY UNCONDITIONED AREA 1,614 SQFT ;I I ,, " L,rx a Ave - EAST COVERED ENTRY UNCONDITIONED AREA 432 SQFT arafln FYi TOTAL UNCONDITIONED AREA 3,141 SQFT H*nry TOTAL AREA UNDER ROOF lIA65 Sch=Tial _ .T1 E m 426?0 Mi)a„r.n Portiais 02010 )57 \Vuo REVISIONS BY QANCA COMMENTS 03. Ia. II DC �-- E . o u U � tin b a� ca 'ca � T E y E , o .- U � Q Q1 r E °O r_ • E N r � � M r� r� N r•.�r ' L ' a �a d p U U U O 0 E- U) Q _ o o M � O U Z C: J tV U � °' � .O N L M M Q f ) O w U �- •� Q v o Q Lv � Li lll L - 0 r�7 i OCL O 00 -C M C- tJ 0 LA_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZP Job: 09-45 Sheet T2 13 r I I 0 I I I A. 0 I AS2 21 ., 22 /%� %, .//.✓ ®® - - 000e: �' o 1 — — — — — — JJ__U_ ,, /� ,,i��/,,�`� i — — I cam__ � '■�� �l .�� EXISTING MErDICAL / i i, ' . �i BUILDING ,�� ;' / / �—•----�--- —�•—-----•..�------—i---�---—..�.�.—�-- �. 51,380 SF� i Pu IILD INCr. /I ADDITION 2 I,828 S F 2 � � l TYP 13 ❑ ❑ rLC 14 I _9V 15 i 15 15 15 �!r' "Cj 0 0 l 0 24 14 \\ % 00 o0 t s 00 0o0 t t t � t t 0_ -- 0 0 0 0 0 14 I 20 I Da o� oo �o o� oo � o _ 14 -- 14 0 -- 13 II II -- ------------------------- ❑ ■ ❑ iEXISTING I MEDICAL BUILDING 55,290 SF I ■❑ I ' --_i OU _ �. F t t �0 UD t I is 14 p � 14 � � p 14 � � � 14 2 4 13 W li 13 14 3 14 14 13 i lJ 3 II II II Cl 4 Lk eeeeeem�oe O 3 EXISTING EXISTING D MEDICAL B OFFICE UL�OFING / IS "" 14 14 BUILDING O / 13 13 1,815 SF Il 17 Aid I� Pa � 1 — - 000e-- 4 n Q _\ I 7 It t II.__.I�.I�lolelel�-���-_.�. 1�•o�elo�ol�_,�.�I���II I OARCHITECTURAL SITE PLAN SCALE: I" = 40'-0" 1 I 13 0 I NORTH KEYED NOTES OPROPERTY LINE - SEE CIVIL DRAWINGS OEXISTING CONCRETE SIDEWALK - SEE CIVIL DRAWINGS OEXISTING CONCRETE CURB - SEE CIVIL DRAWINGS OEXISTING ASPHALT DRIVE / PARKING - SEE CIVIL DRAWINGS OEXISTING RETAINING WALL - SEE CIVIL DRAWINGS OEXISTING LANDSCAPE AREA - SEE LANDSCAPE PLANS OEXISTING ASPHALT PARKING / DRIVE AREA OEXISTING STRUCTURAL COLUMN OEXISTING 10' UTILITY EASEMENT 10 25' LANDSCAPE BUFFER II NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS 12 NEW 5' CONCRETE SIDEWALK (TYP. UN.O.) 13 NEW ASPHALT SURFACE OVER EXISTING ASPHALT - SEE CIVIL FOR EXACT LOCATIONS 14 NEW STANDARD PARKING SPACE 9' x 20' (TYP.) - SEE CIVIL PLANS 15 NEW N.G. PARKING SPACE 12' x 20' (TYP.) - SEE CIVIL PLANS 16 NEW CONCRETE WHEEL STOP (TYP_) SEE DETAIL 10/AS3 Il NEW CONCRETE CURB (TYP.) - SEE DETAIL I/AS3 IS NEW INTEGRAL CURB AND SIDEWALK WITH DETECTIBLE WARNING SURFACE - SEE DETAIL 6/AS3 19 NEW 12" SPLIT FACE MASONRY RETAINING WALL SYSTEM - SEE DETAIL 7/A52 AND STRUCTURAL DRAWINGS 20 SHADED AREA REPRESENTS AREA OF NEW ASPHALT PAVEMENT - SEE CIVIL DRAWINGS 21 HATCHED AREA REPRESENTS AREA OF NEW POROUS CONCRETE - SEE CIVIL DRAWINGS 22 NEW PRE-ENGINEERED / PRE -FABRICATED ALUMINUM CANOPY SYSTEM TO COVER CONCRETE SIDEWALK AND PARKING 23 TYPICAL 5' x 5' GRID PATTERN IN CONCRETE TO BE FORMED USING HAND TOOLED CONTROL JOINTS IN SIDEWALK - SEE DETAIL 2/AS3 24 5'-0" WIDE HATCHED CROSSWALK 25 &'-0" TALL CHAIN LINK FENCE ATOP RETAINING WALL SYSTEM 26 LINE OF BUILDING WALL 0 BUILDING STRUCTURAL COLUMN 28 5'-0" WIDE LOADING ZONE 29 3"0 SUPPORT POST AT 10'-0" O.C. MAX. 30 EXISTING TREE - SEE LANDSCAPE PLANS 31 H.C. SIGNAGE - SEE DETAIL 9/AS3 GENERAL NOTES I. ALL NEW CONCRETE WALKS SHALL BE MINIMUM 4" CONCRETE WITH 6 x 6, 4 WIA x WIA W.W.F. UNLESS OTHERWISE NOTED. 2. SEE ELCTRICAL DRAWINGS FOR ALL 51TE LIGHTING AND ELECTRICAL SERVICES. 3. REFER TO CIVIL PLANS FOR ALL SIDEWALK / PARKING LOCATIONS AND DIMENSIONS. 4. REFER TO LANDSCAPE DRAWINGS FOR ALL IRRIGATION AND LANDSCAPE LOCATIONS. REVISIONS BY �^ E U U � ` u � c U -3 Q u- on 0 B� a N • • CAD U . it Q d rn L N > r-- X. cu U- EoN M N z x �E0Ptom'. �_ U aUp� 0 C J E+ d Z Z { tJ o z Q Q N ao > Pl ' O c N o c O � G C.. U Z N c J '<t .O U N U-) N L M O M v J x /Q� N o Lv U .� O O � 0 ILL_ Q LJJ o —0 L N M Q � L O � o � _r O 0 _ to a L. CL N IV O _J LJ_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZP J 09-45 Sheet AS1 r H:\Projects\Projects 2009\0945 . FMC . ZH ASC Expansion\CD\RF.V.02\Architectural\AS I - SITE.dwg, 3/21/2011 1:48:50 PM, UC KEYED NOTES OPROPERTY LINE - SEE CIVIL DRAWINGS i O EXISTING CONCRETE SIDEWALK - SEE CIVIL DRAWINGS 30 30 15 1 I I - 19 O EXISTING CONCRETE CURB - SEE CIVIL DRAWINGS EXISTING ASPHALT DRIVE / PARKING - SEE CIVIL DRAWINGS EXISTING RETAINING WALL - SEE CIVIL DRAWINGS g 2/A52 1--� j II - ____ ____ I I I I I I -- -- 2/A52 O F t I — - 2/AS2 1 I I e O O EXISTING LANDSCAPE AREA - SEE LANDSCAPE PLANS EXISTING ASPHALT PARKING / DRIVE AREA EXISTING STRUCTURAL COLUMN O LJL -i I ----I 453 O EXISTING Ira' UTILITY EASEMENT STONE PEBBLES IN - TREE WELL. +� I� I� ID 25' LANDSCAPE BUFFER - - 2fd S3 19 I I1 NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS ' II 2O 12 NEW 5' CONCRETE 51DEWALK (TYP. UN.OJ I 0EW N ASPHALT SU ACE OVER EXISTING ASPHALT - 5 SP L RF ERE E CIVIL FOR E ASS -- EXACT LOCATIONS I I r+ 14 15 NEW STANDARD PARKING SPACE S' x 20' (TYP.) - SEE CIVIL PLANS NEW N.C. SPACE 12' 20' (TYP.) SEE CIVIL PLANS I I I6 PARKING x - NEW CONCRETE WHEEL STOP (TYP.)- SEE DETAIL 10/A53 - - - - 20 , NEW CONCRETE CURB (TYP.) - SEE DETAIL I/A53 1 - r 18 SIDEWALK WITH DETECTIBLE WARNING NEW INTEGRAL CURB AND SIDE L E SURFACE - SEE DETAIL fo/A63 5'-0" •. '•• •14 •, Ito - 0 j 'I 14 ' 19 NEW 12" SPLIT FACE MASONRY RETAINING WALL SYSTEM -SEE DETAIL I/A62 AND STRUCTURAL DRAWINGS •• • • • II 1 A53 _ +' 20 SHADED AREA REPRESENTS AREA OF NEW ASPHALT PAVEMENT - li I� SEE CIVIL DRAWINGS 17 li 21 HATCHED AREA REPRESENTS AREA OF NEW POROUS CONCRETE - ... •. .• '' SEE CIVIL DRAWINGS 22 NEW PRE-ENGINEERED / PRE -FABRICATED ALUMINUM CANOPY 21 SYSTEM TO COVER CONCRETE SIDEWALK AND PARKING cJrp�` TYPICAL TREE GRATE DETAIL I__ 23 TYPICAL 5' x 5' GRID PATTERN IN CONCRETE TO BE FORMED USING SCALE: 3/4" = I'_O" - .. I �--- _ _ — -- , HAND TOOLED CONTROL JOINTS IN SIDEWALK - SEE DETAIL 2/AS3 14 I 14 16 Ig AS3 3/AS2 - 24 25 5'-0" WIDE HATCHED CRO55WALK 6'-0" TALL CHAIN LINK FENCE ATOP RETAINING WALL SYSTEM SEE FLOOR PLAN 4" THICK CONCRETE SIDEWALK WITH 6x6 WI.4xWI.4 rz I r II II _ o 0 II 0 - II 1 5 i 20'-3" 26 27 LINE OF BUILDING WALL IN ST TURAL COLUMN BUILDING RUG W.W.F. - LIGHT BROOM FINISH o o o _ �� _ - - j 453 ' 22 5'-0" WIDE LOADING ZONE PAVEMENT 1.159e MAX. SLOPE SURFACEa 14 16 16 14 14 I� 2� 3"4 SUPPORT POST AT lO'-O" O.C. MAX. f - � �-- a EXISTING TREE -SEE LANDSCAPE PLANS i�� H.G. SIGNAGE - SEE DETAIL 9/AS3 �� ,/ 1 - 1/2 ISOLATION JOINT `, ������ Il 04 - REBAR CONT. }•,,r' 'r 1 A53 17 23 .�«\�" I� a SIM- 453 28 31 1 NOTE: APPLY DETECTABLE WARNING �. 11 ❑ u II 15 SURFACE AS SHOWN IN PLANS AS REQUIRED Ib 14 O 2� 2� SEE FLOOR PLAN 12 — 6 17 AS3 18 18 4r,9. I4nuuu 9 u,u i;,ii,gn i; ti f T flr'� � I gJ"�9��18) u�ru.uu ���,"�, .:� �1L, w�,wuw;ll�,,,�u.�. ��I �o h u . r ,p tiLai 5 / 4 THICK CONCRETE SIDEWALK WITH 6x6 WI.4xW1.4 I APPROX- W.W.F. LIGHT BROOM FINISH GRADE 12 2� IS 1 18 23 - i i - e � I i n, I I�� �ni�;�:y 1 � _ AS2 AS 5 GENERAL NOTES - _ 23 I. ALL NEW CONCRETE WALKS SHALL BE MINIMUM 4" CONCRETE WITH I.15% MAX. SLOPE PAVEMENT SURFACE III L _ I I \ _`, d • , r N � .r- ., E , .e_. '.. ,, z ,,. � �«r,:; z .. ..,. 6 x 6, 4 WIA x WIA W.WF. UNLESS OTHERWISE NOTED. \�/� A52 TYP 2. SEE ELCTRICAL DRAWINGS FOR ALL SITE LIGHTING AND ELECTRICAL SERVICES. 3 AND DIMENSIONS. LANE FOR ALL SIDEWALK /PARKING LOCATIONS 04 - REBAR CONT. 6" 4. REFER TO LANDSCAPE DRAWINGS FOR ALL IRRIGATION AND LANDSCAPE LOCATIONS. O6 TYPICAL SIDEWALK CROSS SLOPE DETAILS � ENLARGED SITE PLAN SCALE: 3/4" = I'-0" SCALE: 1" 20'-0" 6'-O" TALL CHAIN LINK FENCE - EMBED INTO GONG, 6" MIN. APPROXIMATE GRADE LJ/x 34'-0" I' O" CONT. 12" KNOCKOUT BLOCK - SEE STRUCTURAL DRAWINGS 25 �x,~- RETAINED SOIL 14) / W REINFORCED 12" SPLIT FACE �� CM-U- WALL SYSTEM - SEE STRUCTURAL DRAWINGS \ FILTER RIG AS NOTE: AS2 REQUIRED N CONTRACTOR TO FIELD VERIFY ALL to EXISTING GRADE CONDITIONS PRIOR TO CONSTRUCTION - MODIFY RETAINING NOTE: �/' `D WALL HEIGHTS AS REQUIRED CONTRACTOR TO FIELD VERIFY ALL PRIOR DION CONDITIONSRI NNG �/\/� APPLY DAMP PROOFING EXISTING GRADE w / MEMBRANE AS REQUIRED WALL HEIGHTS AS REQUIRED > 2 SITE WALL ELEVATION SCALE: I" ■ 20'-0" APPROXIMATE GRADE%j W C«/-) 112'-8" 41 CONT. CONCRETE �,rj// FOUNDATION SYSTEM - SIZE AND REINFORCING VERY CURB -SEE SITE 22'-0" 22'-0" Ilk 22'-O" 22'-0" (+/-) 23'-6" BASED ON WALL HEIGHT - PLANS / SEE STRUCTURAL DRAWINGS ASPHALT PAVING ............................................ .......... ...__..............__ - SEE SITE PLANS , //�,/ /" 25 I �z" 25 - - . f� �� 9 d _ w r 5 d ., v la ONOTE: �� \ �<� \/� /�\ • • •�/ CONTRACTOR TO FIELD VERIFY ALL EXISTING GRADE CONDITIONS PRIOR A52 NOTE: CONTRACTOR EXISTING GRADE TO FIELD VERIFY ALL CONDITIONS PRIOR MODIFY- OION CONSTRUCTRETAINING TL WALL OHEIGHTS - MODIFY TA05 REQUIRED RETAINING HEIGHTS AS REQUIRED 0 -� SITEWALL SECTION SITEWALL ELEVATION � SITELUALL ELEVATION 3 I„ 1„ REVISIONS BY ~_ L? ou 4 N °O — • M Jd U b0 4 � b z E - � E w N �. ♦ o co 0 u it ¢ E ti d m u Y i N ti Cn EEC m ti .-� t` ✓ ti N 0. r+ ,1y E3z p w p zm0E+: ,o 0 X �AG1, 0F0 I o � a Q Q — (D N � O ' V N (D Q U z (`J O •N U a ru) C M 0 J v - Q N O X -0 w U •� O O � 10 L L- Q W 0 N O L-C) - 0 O Q L O C) 00 -C L __ V) C- CL W O hl O LLL Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet AS2 H:\Projects\Projects 2009\0945 - FMC - ZH ASC F.xpansion\CD\RI:V.02\ArchitecturahAS2 Pt AS3 - SITE DETAILS.dwg, 3/21/2011 1:48:38 PM, DC BLUE BACKGROUND f) WHITE 611 i BORDER t SYMBOL RADIUS BOTH SIDES 3" PAVEMENT DIMENSIONS FINISH GRADE REFER TO THIS POINT FDOt SIGN 4" THICK CONCRETE I.D. NO. SIDEWALK WITH roxro PARKING BY I" SERIES "C" FTP - 20-04 W1_4xWl.4 W.WF. - LIGHT PAVEMENT ELEVATIONS WHITE LETTERS BROOM FINISH_ 3" ROUND EDGE REFER TO THIS POINT BACKGROUND DISABLED VERIFY FINE PERMIT BLACK r ` PAVEMENT SURFACE AMOUNT WITH LOCAL JURISDICTION BORDER 4 ONLY LETTERS =� _ RAISED STUCCO DOMED CONCRETE CAP BAND ` SLOPE STUCCO FROM WHITE BACKGROUND I" $ xxx FINE I" SERIES "C" FDOT SIGN PAVEMENT SURFACE \ - CENTER _ = I" I.D. NO. F.S. 318.14 1 C FTP - 22-04 1 '\ - - � 4- - BLACK "SERIES ll ` �/ PARKING LOT SURFACE BORDER t LETTERS \! \ "4 - REBAR CONT. . - A5 SPECIFIED - 4 "� STEEL PIPE BOLLARD FILLED WITH CONCRETE - 3/4" �` K.O. BLOCK WITH (1) 05 - CONTINUOUS EQUAL EQUAL` � \` ' / �i 2-04 BARS CONTINUOUS PAINT GLOSS WHITE SIGN POST CENTERED 0 . �. `. \ •,\\ TOP 4 BOTTOM f— 05 VERTICAL BARS AT 24 ON PARKING SPACE r" r ` -- - ALL CURBING: TO BE 3000 O.C. IN GROUT FILLED CELL 28 DAY P.C.C- - PROVIDE EXPANSION JOINT5 AT 20' O.G. PAVEMENT SURFACE r / \ / n O 5/8" SMOOTH SAND FLOAT - U FINISH STUCCO - SEE CIVIL ENGINEERING 51TE NOTE: HC SIGN DETAIL/ REQUIREMENTS SHALL COMPLY WITH LOCAL JURISDICTION PLANS FOR GRADES AND SLOPES. w � SMOOTH STRUCK PAINTED AT �INSIDE FACE OF WALL. Y IC/L H.C. TYPICALDETAIL 01 TYPICALONCTE CUIR40 DETAIL Y IVrL CONCRETE TYPICALC MM? DETAIL AT H.C. J/. CLEAR LEtLO-N-Ea "GALE: I I/2" I-0" SCALE: I I/2" = I'-0" SCALE: I I/'?" ■ I'-0" Q �n - 8" CMU WITH HORIZONTAL - ~ JOINT REINF. AT 1'-4.. D.G. ��. ci 05 VERTICAL BARS 05 AT 24" O.G. LAP WITH WALL STEEL \' �\ a 2'-0" SQUARE OR ROUND CONCRETE FOOLING ;9 IX (p - 30" MIN. 2'-0" MIN. TO E.O.P. (2) 4 BARS THRU " PROVIDE 3'-0" [DEEP DETECTABLE WARNING SURFACE °° z 6" THICK 3000 PSI. GONG. 8" PAVEMEOPMIN 8" DETAIOWNO 3PLANS -SEE a SLAB WITH &" x ro" - 10/10 W.WF. -SEE STRUCTURAL LONG - ON CONCRETE PAVEMENT USE EPDXY 4" THICK CONCRETE SIDEWALK WITH rox& TROWELED JOINT PICTURE FRAME EDGES - SEE PLAN a ® ro'-0" LONG PRECAST BONDING AGENT CONCRETE WHEELSTOP WL4xWL4 W.WF. 3 PAvEME T SLOPE FOR LAYOUT / PATTERN �� a ` ° °'' = PARKING SURFACE AS +, _ m 1/4" PER FT. MAX. 4" THICK CONCRETE o�— E.O.P. SPECIFIED -7- Z_ -- SIDEWALK WITH &xro WI.4xWI.4 W.W.F. - LIGHT BROOM FINISH /r/ d; z:.: /�� r \\/ (2) "5 CONT. IN THICKENED ��/�\\ \ � %7777i 7777 ' '��/ �\ /. r �\� EDGE SLAB 1 - \ \BASE REBAR CONT. / /\\//;` AS SPECIFIED 18 a TYPICAL PIPE 5OLL4RD DETAIL_ ,,� TYPICAL DU lPSTER ENCLOSURE WALL SECTION ,m a TYPICAL WHEELSTOP DETAIL O TYPICAL INTEGRAL CURB t SIDEWALK DETAIL. O TYPICAL_ TROUIELED JOINT DETAIL SCALE: 1/4" ■ 1'-0" SCALE: 3/4" 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = I'-O" SCALE: 1 1/2" 1'-0" 24'-0" ' LINE OF SIDEWALK RAMP / CURB - SEE PLANS IPE BOLLARD ■ ■IIII DUMPSTER (BY OTHERS) r �. -- 18----)---�,.'._— 19 ® N.G. f SEE DETAI ■ I AS3 AS3 14 A53 I I WQ I :I W W �_ lq X mN A r 11 Asa 0" CM.U. WALL WITH "5 ■ I 2" � AT 24" O.C. MAX. IN O GROUT FILLED CELL ----,' ELL ■ ;. I. .I I, ■ 60' ro" CONCRETE SLAB LIGHT BROOM FINISH VERIFY WITH SITE � � 12' 0 � � 0" � 12'-0" � VERIFY � � I I I I i i I i I • .: '. � -- - lI FENCE POST .' ... 0 UJI ul CHAIN LINK GATE `n SYSTEM cq PARKING STRIPE DETAIL TYPICAL H.C. / STANDARD PA"" SING DETAIL_ DROP PIN HOLE ` ,• W.Q (TYP-) _ SCALE. 3 I 0 SCALE: I I/2" - I'-0" LINE OF SIDEWALK RAMP / CURB - SEE PLANS 24'-0" CHAIN LINK FENCE GATES WITH WHITE 14 AS3 � � H.G. I N. SEE (DETAIL / S3- -- - fi P.v.C. SLATS - MOUNT GATES ON 4" ALUMN_ FENCE POSTS W/ ALL I© HARDWARE AS I REQUIRED tt " f 77— ~ `� — I/4" - APPLIED MAT 3/4" SURFACE Q rn (P �1 O I l AS3 GRADE �� W I' THICKENED EDGE SLAB ----/ � ------------------------- ----kLATCH ---- 60° HARDWARE VERIFY WITH SITE '-0" 12'-O" VERIFY WITH SITE NOTE: APPLIED MAT � � I 1 I I DUMPSTER DETAILS/REQUIREMENTS SHALL COMPLY WITH LOCAL JURISDICTIONS �m TYPICAL DU'1PSTER ENCLOSURE DETAIL_ DETECTA15LE WARNING SURFACE DETAIL_ O TYPICAL H.C. / 516ANDARD PARKING_ DETAIL_ SCALE: 1/4" = I'-0' SCALE: 1/4" ■ 1'-0" SCALE: 1 1/2" = 1'-0" REVISIONS BY J � r �—� E o u .� • ob _ U � � ` M @) r-� u u. r, c; "2 E N �1 ¢ E r) r Y N ►� w0 T • E r_ L 0 r N �n m ti ✓ ti• N a E-�& :Vzm_OU Z w U 0.: p Q; a�~xr>na 7�"$ o IT i 0 t —> U_ Z J CV U O d Ln °' .N L M � O M O J Q_ p x ' `' U + 'L u I ° (JoLL_ Q LIJ o L - O 0 ao -I- 0 M Q a) IV 0 Date: 12. 15. 10 Scale.- AS NOTED Project Mgr: JLO Drawn: `aEN Job: 09-45 Sheet AS3 I I:\Projects\I'rojects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.02\AreiiitCCtnriil\AS2 & AS3 - SITF. DETAII.S.dwg, 3/21 /201 1 1:48:28 PM, DC OPERATION AS TO NOT IMPEDE ON ANY REQUIRED EXIT PATHS OF TRAVEL. KEYED NOTES REVISIONS I BY ---------------------- -------------------------------_-- � .......... o l i 30 19 19 I9 Q --� \ I I I ►aate<%..�.� I I I I I Ivl O I I I I I I I / I I � I k I -I -__________ 7-r--_---_---- -- ' I I I • ,� I I I I9 'r 1 li - ----------- - n iV4 J OOVERALL DEMOLITION SITE FLAN SCALE: I" = 40'-0" OPROPERTY LINE - SEE CIVIL DRAWINGS 02 EXI5TING CONCRETE SIDEWALK TO REMAIN - SEE CIVIL DRAWINGS OEXISTING CONCRETE CURB TO REMAIN - SEE CIVIL DRAWINGS OEXI5TING WALL MOUNTED MECHANICAL UNIT TO BE REMOVED OEXISTING RETAINING WALL - SEE CIVIL DRAWINGS OEXISTING LANDSCAPE AREA - SEE LANDSCAPE PLANS OEXISTING ASPHALT PARKING / DRIVE AREA OEXISTING STRUCTURAL COLUMN OEXISTING CABINETRY / SHELVING 10 EXISTING PLUMBING FIXTURE it EXISTING EYE WASH TO BE REMOVED 0 EXISTING VACUUM PUMP TO BE REMOVED 13 EXISTING CONDUIT TO BE REMOVED / RELOCATED AS REQUIRED - FIELD VERIFY 14 EXISTING TRAILER TO BE REMOVED IN ITS ENTIRETY INCLUDING ALL UTILITIES 15 EXISTING PIPE BOLLARD TO BE REMOVED AS REQUIRED 16 HATCHED AREA REPRESENTS EXISTING CONCRETE SIDEWALK TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN AND CIVIL PLANS FOR MORE INFORMATION Il EXISTING CONCRETE CURB TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN 18 EXISTING PORTION OF RETAINING WALL TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN 19 HATCHED AREA REPRESENTS EXISTING PORTION OF ASPHALT PAVEMENT TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN 20 EXISTING STRUCTURAL COLUMN TO BE REMOVED 21 EXISTING CABINETRY / SHELVING TO BE REMOVED 22 EXISTING PLUMBING FIXTURE TO BE REMOVED - CAP OFF PIPES AS REQUIRED - SEE PLUMBING 23 EXISTING FLOOR DRAIN TO BE REMOVED - CAP OFF PIPES AS REQUIRED - SEE PLUMBING 24 EXISTING APPLIANCE / EQUIPMENT TO BE REMOVED 25 EXI5TING WATER HEATER TO BE REMOVED - 5EE PLUMBING 26 EXISTING CHAIN LINK FENCE TO BE REMOVED 0 EXISTING GENERATOR 28 PORTION OF EXISTING WALL TO BE REMOVED TO RECEIVE NEW DOOR SYSTEM - SEE PROPOSED FLOOR PLAN. 29 EXISTING LANDSCAPE / IRRIGATION TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN AND CIVIL PLANS FOR ADDITIONAL INFORMATION 30 CUT AND FILL EXISTING GRADES AS REQUIRED PER PARKING LOT EXPANSION - SEE CIVIL PLANS 31 EXISTING AWNING / ROOF SYSTEM TO BE REMOVED 32 NO WORK THIS AREA 33 REMOVE ALL FLOOR FINISHES AND BASE THIS AREA 34 REMOVE ALL CEILING SYSTEMS THIS AREA 35 REFER TO STRUCTURAL DRAWINGS PRIOR TO REMOVAL OF STRUCTURAL ELEMENTS 3/o PROVIDE A FIRE RATED POLYETHYLENE TEMPORARY BARRIER AS REQUIRED AS TO SEAL OFF AND SEPARATE AREA OF PROPOSED WORK FROM EXISTING UNAFFECTED AREAS. CONTRACTOR SHALL PERFORM THIS WORK AFTER HOURS OF EXISTING FACILITY �--r E ` °u � to L u N 00 v E u- Q `o $ — "= E � N .N E w N a N Q m L C\) 3 � o S ZD r, N � o w �zx ' ;d— U) U �P O zz �o�a,� O ot�n 0 Q o _ c s N� � O U_ z C J (V U O � .N M � � M a J X LL, U U Q -y Q L L,J a 0 o Q ►� i 0o p oo IV U �d— Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet D 1 a H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expans ion\CD\REV.02\ArchitcouraRDOI a - SITE DEMO.dwg, 3/21/2011 1:48:10 PM, DC A GENERAL NOTES WALL LEGEND I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER, THE EXISTING DOOR SYSTEM OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. EXISTING WINDOW SYSTEM 2. REMOVE ALL ABANDONED ELECTRICAL WIRING BACK TO PANEL. EXISTING WALL PARTITION 3. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMO EXISTING ONE HOUR RATED WALL PARTITION 4, SEE MECHANICAL DRAWINGS FOR MECHANICAL DEMO EXISTING MASONRY WALL SYSTEM — 5. SEE PLUMBING DRAWINGS FOR PLUMBING DEMO EXISTING CONCRETE SIDEWALK / ASPHALT TO BE 6. SEE FIRE PROTECTION DRAWINGS FOR FIRE PROTECTION DEMO �______� REMOVED AS REQUIRED -FIELD VERIFY r j` 1. SEE STRUCTURAL DRAWINGS PRIOR TO REMOVAL OF ANY STRUCTURAL II I ly' � SYSTEMS J E= EXISTING DOOR SYSTEM TO BE REMOVED 6. SEE CIVIL DRAWINGS FOR ADDITIONAL CIVIL DEMO n---- -0 EXISTING WINDOW SYSTEM TO BE REMOVED EXISTING WALL PARTITION TO TO BE REMOVED EXISTING MASONRY WALL SYSTEM TO BE REMOVED oFARE 1 AL DEMOLITION FLOOR PLAN SCALE: 3/32" = I'-0(' KEYED NOTES OPROPERTY LINE - SEE CIVIL DRAWINGS OEXISTING CONCRETE SIDEWALK TO REMAIN - SEE CIVIL DRAWINGS OEXISTING CONCRETE CURB TO REMAIN - SEE CIVIL DRAWINGS O4 EXISTING WALL MOUNTED MECHANICAL UNIT TO BE REMOVED OEXISTING RETAINING WALL - SEE CIVIL DRAWINGS OEXISTING LANDSCAPE AREA - SEE LANDSCAPE PLANS OEXISTING ASPHALT PARKING / DRIVE AREA OEXISTING STRUCTURAL COLUMN OEXISTING CABINETRY / SHELVING IPA EXISTING PLUMBING FIXTURE II EXISTING EYE WASH TO BE REMOVED 12 EXISTING VACUUM PUMP TO BE REMOVED 13 EXISTING CONDUIT TO BE REMOVED / RELOCATED AS REQUIRED - FIELD VERIFY I4 EXISTING TRAILER TO BE REMOVED IN ITS ENTIRETY INCLUDING ALL UTILITIES 15 EXISTING PIPE BOLLARD TO BE REMOVED A8 REQUIRED 16 HATCHED AREA REPRESENTS EXISTING CONCRETE SIDEWALK TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL 51TE PLAN AND CIVIL PLANS FOR MORE INFORMATION 17 EXISTING CONCRETE CURB TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN IS EXISTING PORTION OF RETAINING WALL TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN 19 HATCHED AREA REPRESENTS EXISTING PORTION OF ASPHALT PAVEMENT TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN 2m EXISTING STRUCTURAL COLUMN TO BE REMOVED 21 EXISTING CABINETRY / SHELVING TO BE REMOVED 22 EXISTING PLUMBING FIXTURE TO BE REMOVED - CAP OFF PIPES AS REQUIRED - SEE PLUMBING 23 EXISTING FLOOR DRAIN TO BE REMOVED - CAP OFF PIPES AS REQUIRED - SEE PLUMBING 24 EXISTING APPLIANCE / EQUIPMENT TO BE REMOVED 25 EXISTING WATER HEATER TO BE REMOVED - SEE PLUMBING 26 EXISTING CHAIN LINK FENCE TO BE REMOVED 0 EXISTING GENERATOR 28 PORTION OF EXISTING WALL TO BE REMOVED TO RECEIVE NEW DOOR SYSTEM - SEE PROPOSED FLOOR PLAN. 29 EXISTING LANDSCAPE / IRRIGATION TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN AND CIVIL PLANS FOR ADDITIONAL INFORMATION 3(d CUT AND FILL EXISTING GRADES AS REQUIRED PER PARKING LOT EXPANSION - SEE CIVIL PLANS 31 EXISTING AWNING / ROOF SYSTEM TO BE REMOVED 32 NO WORK THIS AREA 33 REMOVE ALL FLOOR FINISHES AND BASE THIS AREA 34 REMOVE ALL CEILING SYSTEMS THIS AREA 35 REFER TO STRUCTURAL DRAWINGS PRIOR TO REMOVAL OF n PROVIDE A FIRE RATED POLYETHYLENE TEMPORARY BARRIER AS REQUIRED AS TO SEAL OFF AND SEPARATE AREA OF PROPOSED WORK FROM EXISTING UNAFFECTED AREAS. CONTRACTOR SHALL PERFORM THIS WORK AFTER HOURS OF EXISTING FACILITY OPERATION AS TO NOT IMPEDE ON ANY REQUIRED EXIT PATHS OF TRAVEL. KEY FLAN REMSIONS BY AHCA COMMENTS DC ~r o U iJ �� ro Q m = E - = E 1 N . N a N tl Q E L 'r. N to u. ._. I u O r M t„ oc� ✓ ti �+ N a �w �I on > N oc) G M o � p- N I � O U_ Z 't ° („) Lrn C � M O _J 0- a Q N p x w U {- 'F o N C� L � a W o v (D Lr) _ to Q M !EO Oa Q 00 L L _ to CL 0_ Q� N f'J 0 U- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet D 1 b W\Projccts\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\RF.V.02\Architectnnl\DOlb - DEMO.dwg, 3/21/201 11:47:58 PM, DC .. on A GENERAL NOTES I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER, THE OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. 2. REMOVE ALL ABANDONED ELECTRICAL WIRING BACK TO PANEL. 3. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMO 4. SEE MECHANICAL DRAWINGS FOR MECHANICAL DEMO 5. SEE PLUMBING DRAWINGS FOR PLUMBING DEMO 6. SEE FIRE PROTECTION DRAWINGS FOR FIRE PROTECTION DEMO 1. SEE STRUCTURAL DRAWINGS PRIOR TO REMOVAL OF ANY STRUCTURAL SYSTEMS 8. SEE CIVIL DRAWINGS FOR ADDITIONAL CIVIL DEMO ODEMOLITION ITION FLOOR PLAN SCALE: 3/32" - 1'-0" WALL LEGEND J V - EXISTING DOOR SYSTEM EXISTING WINDOW SYSTEM EXISTING WALL PARTITION EXISTING ONE HOUR RATED WALL PARTITION EXISTING MASONRY WALL SYSTEM EXISTING CONCRETE SIDEWALK / ASPHALT TO BE REMOVED AS REQUIRED - FIELD VERIFY II \� SYSTEM TO - E= EXISTING DOOR BE REMOVED tom_----0 EXISTING WINDOW SYSTEM TO BE REMOVED EXISTING WALL PARTITION TO TO BE REMOVED -------- EXISTING MASONRY WALL SYSTEM TO BE REMOVED KEYED NOTES OPROPERTY LINE - SEE CIVIL DRAWINGS OEXISTING CONCRETE SIDEWALK TO REMAIN - SEE CIVIL DRAWINGS OEXISTING CONCRETE CURB TO REMAIN - SEE CIVIL DRAWINGS OEXISTING WALL MOUNTED MECHANICAL UNIT TO BE REMOVED OEXISTING RETAINING WALL - SEE CIVIL DRAWINGS OEXISTING LANDSCAPE AREA - SEE LANDSCAPE PLANS OEXISTING ASPHALT PARKING / DRIVE AREA OEXISTING STRUCTURAL COLUMN OEXISTING CABINETRY / SHELVING 10 EXISTING PLUMBING FIXTURE II EXISTING EYE WASH TO BE REMOVED 12 EXISTING VACUUM PUMP TO BE REMOVED 13 EXISTING CONDUIT TO BE REMOVED / RELOCATED AS REQUIRED - FIELD VERIFY 14 EXISTING TRAILER TO BE REMOVED IN ITS ENTIRETY INCLUDING ALL UTILITIES 15 EXISTING PIPE BOLLARD TO BE REMOVED AS REQUIRED 16 HATCHED AREA REPRESENTS EXISTING CONCRETE SIDEWALK TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN AND CIVIL PLANS FOR MORE INFORMATION Il EXISTING CONCRETE CURB TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN 18 EXISTING PORTION OF RETAINING WALL TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN I9 HATCHED AREA REPRESENTS EXISTING PORTION OF ASPHALT PAVEMENT TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN 2m EXISTING STRUCTURAL COLUMN TO BE REMOVED 21 EXISTING CABINETRY / SHELVING TO BE REMOVED 22 EXISTING PLUMBING FIXTURE TO BE REMOVED - CAP OFF PIPES AS REQUIRED - SEE PLUMBING 23 EXISTING FLOOR DRAIN TO BE REMOVED - CAP OFF PIPES AS REQUIRED - SEE PLUMBING 24 EXISTING APPLIANCE / EQUIPMENT TO BE REMOVED 25 EXISTING WATER HEATER TO BE REMOVED - SEE PLUMBING 26 EXISTING CHAIN LINK FENCE TO BE REMOVED 21 EXISTING GENERATOR 28 PORTION OF EXISTING WALL TO BE REMOVED TO RECEIVE NEW DOOR SYSTEM - SEE PROPOSED FLOOR PLAN. 29 EXISTING LANDSCAPE / IRRIGATION TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN AND CIVIL PLANS FOR ADDITIONAL INFORMATION 30 CUT AND FILL EXISTING GRADES AS REQUIRED PER PARKING LOT EXPANSION - SEE CIVIL PLANS 31 EXISTING AWNING / ROOF SYSTEM TO BE REMOVED 32 NO WORK THIS AREA 33 REMOVE ALL FLOOR FINISHES AND BASE THIS AREA 34 REMOVE ALL CEILING SYSTEMS THIS AREA 35 REFER TO STRUCTURAL DRAWINGS PRIOR TO REMOVAL OF STRUCTURAL ELEMENTS 3ro PROVIDE A FIRE RATED POLYETHYLENE TEMPORARY BARRIER AS REQUIRED AS TO SEAL OFF AND SEPARATE AREA OF PROPOSED WORK FROM EXISTING UNAFFECTED AREAS. CONTRACTOR SHALL PERFORM THIS WORK AFTER HOURS OF EXISTING FACILITY OPERATION AS TO NOT IMPEDE ON ANY REQUIRED EXIT PATHS OF TRAVEL. a KEY PLAN so .. REVISIONS Er dl �-- E 0 u I C U I � L C N 00 • " M @J M .b0 o � — ~^ L ' s E t� G / O N 5 co o0 u CD it Q E m U N 3 L cn ry �--" E N 0 I N t-- rn . ti ✓ ti N �r ti L a W 1 Q Q N ! C) O o � M � Q c p„ �n O t � U_ Z _ N � O •N 0 M � � M ° x Q N o x � U 0 O N L LL- Q W o v Lr) t N a M L Q oo s f_ I� a N O J LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet D 1 c 11:\Projects\Projects 2009\0945 - FMC - L11 ASC ExpansionUMIN 02\Architectnra1\D01c - DEMO.dwg, 3/21/2011 1:47:43 PM, DC L LIFE SAFETY LEGEND ❑ ;.. FIRE EXTINGUISHER - IN CABINET � FE FIRE EXTINGUISHER - WALL MOUNTED . ..•.� ...��.•• : ' •.. � ®� ®® EXIT LIGHTS - - --- -- --- ❑—E EMERGENCY LIGHT FIXTURE. o;s — — -- :.. .. ' :: ❑❑❑❑ ❑❑❑ ❑ a ❑ ❑ ❑ ❑ ❑ r � MANUAL FIRE ALARM PULL STATION I I Ell—HORN/FLASHING LIGHT COMBINATION I I ❑ rr: ❑ 1:1�11:11L]LiJ El El Ll E ❑ ❑ ❑ STROBE ii I _ I I � I � I I I I � I � ®� 110 LF. Iel I p I I o I® _--------===---:------ I I QLIFE SAFETY PLAN — PHASE 1 SCALE: 3/32" = V-0" ENE HOUR FIRE PARTITION THIS SYMBOL INDICATES ONE HOUR FIRE RATED PARTITIONS. SEE DETAIL 4/AII. ------------ ONE HOUR RATED FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES ONE HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND 15 CONSTRUCTED OF WALL- TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RE515TANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. TH15 PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. SEE DETAIL 2/AII. TWO HOUR F RE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES TWO HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND 15 CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. TH15 PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. LIFE SAFETY NOTES I. SEE FIRE SAFETY PLANS FOR STANDPIPE LOCATIONS KEY PLAN t REVISIONS 1 Y �—� E o � � L I • � � v � O tv u- 0 i < N QL � OC +� — , GJ c4 N � S E w R ° N .._� • a o u � E Q _rn v „N X cf) ram-' ti N ti r` ✓ ti N 1 0 a �1 I �E- x E„ d t'� A 22 \o�H_ o CS ` > or) O N Q o 0 J Q o CL T7a� U_ Z_ c J � •0 U o ►u D v J � Q N a x w U v O O 0 i V) LL- Q W o S (N N Lo 0 Q M L O Q CL a� N O J LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AER Job: 09-45 Sheet LS 1 I I:\Projects\Protects 2009\0945 - FMC - ZH ASC Expansion\CD\HEV.02\Aiciiitectoral\I.SI & 2 - OVERALL LIFE SAFF.TY.dwg, 3/21/2011 1:47:21 PM, DC L L,E] L t__- LE10L Ell I LOL 11 LLLI �.eF F — — — — — — - I � r .....,.,. - - IL--W ---------------------- � iI _J aaAeaO � I � J I I I _ I I D . eeeoe I ,, I ea�00^e^ I I ML � I i ° ... ( - - ILI -- ® -- - - • / I OCCUPIED S RGERY CENTER - PHASE 1 � EE — _ T° I R v6 °t, 4 ml l ---------— ------ II 11 n --------------------- __ u it<- ---10T - ------ J. 100, Ll El [J L err i❑��C � ��] Ili it � I�*����I UNOCCUPIED / UNDER CONSTRUCT ION - PHASE 2 00 on, �rm lli�_ i 1111 W-3 OLIFE SAFETY PLAN - PHASE 2 SCALE: 3/32" = 1'-0" 7 LIFE SAFETY LEGEND 7_2 FIRE EXTINGUISHER - IN CABINET F FE FIRE EXTINGUISHER - WALL MOUNTED ®� ®� EXIT LIGHTS t l l I EMERGENCY LIGHT FIXTURE. MANUAL FIRE ALARM PULL STATION 0� HORN/FLA51HING LIGHT COMBINATION 0 STROBE ONE HOUR FIRE PARTITION THIS SYMBOL INDICATES ONE HOUR FIRE RATED PARTITIONS. SEE DETAIL 4/All. --------- -_- ONE HOUSRATED FIRE / SMOKF COMPARTMENT WALL THIS SYMBOL INDICATES ONE HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND IS CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS- THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS- tH15 PARTITION TYPE SHALL BE CONSIDERED A5 A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. SEE DETAIL 2/AII. TWO HOUR FIRE / SMOKE COMPARTt'1ENT WALL THIS SYMBOL INDICATES TWO HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND 15 CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-001-15U5TIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. LIFE SAFETY NOTES I. SEE FIRE SAFETY PLANS FOR STANDPIPE LOCATIONS KEY PLAN REVISIONS BY E � o V r vi n 0 0 v � _ M (dJ �+ L U � pCi7 < v -a 2 c — — E L1 N % � . / O 0. nt it ¢ ti d v r~ ti ro cn tL �-- v C n L co t� r_ ✓ r— N �r �1 �ia I,a` W C? 0 C3 Co Cv o� Q N O N O G s M�Q o� o t' U Z_ N J C. •W L) lv Ln L M C: v M a J :3 x .Q v h N v w U •� U Q (n L Q W (D Lin s N Q M O ® 0 O L to a � a� fV d L L_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: Y KH Job: 09-45 Sheet LS2 11:\Projects\Projects 2009\0945 - FMC - 7.11 ASC Expansion\CD\RFV02 Architecturall.S1 & 2 - OVERALL LIFE SAFETY.dwg, 3/21/2011 1:47:14 PM, DC LIFE SAFETY LEGEND FIRE EXTINGUISHER - IN CABINET FIRE EXTINGUISHER - WALL MOUNTED EXIT LIGHTS - ❑ ❑ ❑ ❑ / j // / % / i ' EMERGENCY LIGHT FIXTURE. ❑ ❑ 0 MANUAL FIRE ALARM PULL STATION ❑ ❑❑ E. El ❑ I I I ff"o HORN/FLASHING LIGHT COMBINATION exTMOR :i+a III --III I I LIEUI I � TOR � STROBE � Exre�ae _ ---- — - -- — -- MDICAL , I � Q.AaD AREA F'EC►-MICAL/ /' , - — — _ — - ONE HOUR FIRE PARTITION EILI YA86L1 ie THIS SYMBOL INDICATES ONE HOUR FIRE RATED PARTITION5. SEE DETAIL 4/A11. [I "°'°°'�•L N HOUR RATED FIRE /SMOKE COMPARTMENT ALL 2.� W ti:: r ® • ® j �. / �j THIS SYMBOL INDICATES ONE HOUR FIRE RATED SMOKE PARTITIONS. THIS - ®°°R }1� / WALL MAY BE BEARING OR NON -BEARING AND 15 CONSTRUCTED OF EAOT BY �a .0 j j % / y - WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE 1T1C CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR /6 I WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WI TH TEIl11--E I - , APPROVED NON-COMBU5TIBLE MATERIALS RESISTANT TO THE PASSAGE Not CAN �01 O * I /� OF SMOKE PER APPROVED DETAILS. TH15 PARTITION TYPE SHALL BE pAKF�crti // �% i /� /� " CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER hv:'ri I / 02 EX15TING .;/ '� / PARTITION. SEE DETAIL 2/AII. ° TRAINING / 15TING ExISrING / // .''/ TWO HOUR FIRE / SMOKE COMPARTMENT WALL - T ILET /; i THIS SYMBOL INDICATES TWO HOUR FIRE RATED SMOKE PARTITIONS. THIS TOILEr 9 p. e STING j ' j / / ' ; / / / WALL MAY BE BEARING OR NON -BEARING AND 15 CONSTRUCTED OF Ip, / WALL TYPESINDICATEDON THE PLANS. THIS PARTITION SHAL L BE CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE F CONSTRUCTED C R L ER DE O DECK A O AND FROM OUTSIDE FAGS OF EXTERIOR - - FLOOR OR ROOF DE B VE E WALL. ALL OPENING5 IN THESE PARTITIONS SHALL BE FILLED WITH ? � CLF.y+ EXISTING WORK APPROVED NON-COMBUSTIBLE MATERIALS RE515TANT TO THE PASSAGE / /-.L- g/ �' ,C, OIt EXISTING AREA ' ,+' j / // / / x ; I OF SMOKE PER APPROVED DETAILS. TH15 PARTITION TYPE SHALL BE LIEIµ / OFFICE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. ITF A p i /114X 6TArF TOILETS TOILET ° F'ATI I /. -- I rXIT IIA ACACW '-- EXISTING EXIT ACCESS CORRIDOR Ex �Ti\rl PW�P ROOM1E1-ROOM EXISTING - 114 ELEC. / I I Ex I STING PROCEDURE 1 I PROCEDURE 0. I ne CLEAN Gad. I �. I LRe pTOR I X _ w tp1 ju j-- RECOVERY TING CORRIDOR /- w, I I EXISTING PROCEDURE np I. I � • I GTAFF TOM w I "LED , UJORK Rom ll I,p uJ a \ EXISTING CORRIDOR_ OLIFE SAFETY PLAN -• FINAL SCALE: 3/32" = 1'-0" LIFE SAFETY NOTES I. SEE FIRE SAFETY PLANS FOR STANDPIPE LOCATIONS KEY PLAN REVISIONS BY AHCA COMMENTS 1 DC 03.18. II �—� E G . v L • 00 ¢ N � - �� Q c C M @) U Li ,b0 • ¢,r L v w o -e N ._� • g 1-0 Q ILI _ tl ¢ E v r- !:- i ~ ~. O 2 �-- E o V I`, Ir, I v N Cl) N 1-1- ' a ^ q �w IJ zw Z Y) �zz L 0 p »� 0 O o.. co 0 v N 0 C) Q a� to U Z C N J C- o U a) Lr) C M J Q x Q-a W U Q - L- L . Q w a (D �() — N M O o p oo -� IV O J LL— Date: 12. 15.10 Scale: AS NOTED Project Mgr: JLO Drawn: AZP Job: 09-45 Sheet LS3 H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\RF.V.02\Architectural\I.S3 - I.IFF. SAFETY.dwg, 3/21 /2011 1:46:54 PM, DC I I ___ I ---I I I 11 j// AZ 7 x/ 44 ......... . .................. F > 7 .. .. ..... ..... . .. ............ . . Fol ------ ............ Z7 77 .... . .. A . . .. ....... ..... x ILLJ L F, o 7- X, a El [0] El .......... .......... --- ....... . . ........ ................ .. .............. I . .. .... .. . LJIL— Li H. k, .... ....... . .. . .... . ......... . . . .......... r .77' j J 0 c::==== I C__ C:===== A 0 OVERALL 5UILIDING FLOOR PLAN 5(--,4LE: 1/1&" = '-01' REVISIONS BY E < C\J to < ad E 00 OJ < t- C14 oz cu to LL. L; C\1 k C\1 ti O a�a ,,I��� 0 EM, pl' U C4 two z z 9 02 U) 0 C) CY) ri; < 0 CL U — 0 C) z .0 Ln V) D xQ U) a LLJ 0 _x V) t E < Ld u -0 :E V) 0 CL C- 0 00 K) CL IV a LL_ Date: 12, 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet OA1 HAProjectsTrojects 2009\0945 - FMC - Z11 ASC Expansion\CD\IiFV,02\Architecturil\OA0I -OVERALL BLDG FLPL.dwg,3/21/20II 1:46:18 PM, DC WALL LEGEND - EXISTING DOOR SYSTEM --__- EXISTING WINDOW SYSTEM EXISTING WALL PARTITION EXISTING ONE HOUR FIRE / SMOKE PARTITION - EXISTING SMOKE PARTITION EXISTING MASONRY WALL SYSTEM 4" TYP. NEW DOOR SYSTEM - REFER TO DOOR SCHEDULE 0 a NEW WINDOW SYSTEM - REFER TO WINDOW SCHEDULE NEW METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL I/AII NEW METAL STUD SOUND INSULATED PARTITION - REFER TQ�TYPICAL NON -RATED WALL PARTITION DETAIL I/AII - — NEW ONE (1) HOUR RATED FIRE PARTITION - REFER TO TYPICAL ONE -HOUR RATED FIRE PARTITION DETAIL 4/All ----� NEW TWO (2) HOUR RATED FIRE / SMOKE PARTITION - REFER TO TYPICAL TWO-HOUR RATED FIRE PARTITION - - - - NEW FIRE/SMOKE PARTITION - REFER TO TYPICAL \ FIRE/SMOKE PARTITION DETAIL 2/All )) NEW G.M.U. WALL SYSTEM (SEE STRUCTURAL) - REFER TO WALL TYPES ON SHEET AII - SEE SHEET All FOR WALL TYPE DETAILS PULL SIDE 1 CLEAR fFLOOR SPACE Isi 16,11 MINI I I ro- PUSH SIDE NOTE: X = 12" MIN. IF THE DOOR HAS BOTH A CLOSER AND A LATCH FRONT APf=ROCH NOTE: X = 36" MIN. IF YI = 60" X - 42" MIN. IF YI = 54" PULL SIDE - --- { CLEAR FLOOR SPACE l- I } 5411, 1 iN \MIN, � i I PUSH SIDE NOTE: Y2 a 42" MIN.: Y2 = 48" MIN. IF THE DOOR HAS BOTH A CLOSER AND A LATCH HINGE SIDE APPROCH NOTE: YI = 54" MIN. IF THE DOOR HAS A CLOSER PULL SIDE ----- CLEAR FLOOR _ SPACE 24" xMIN.� PUSH SIDE NOTE: Y2 ■ 46" MIN, IF THE DOOR HAS A CLOSER LATCH SIDE APPROCH ( TYP. DOOR CLEARANCES SCALE: 3/16" = 1'-0" m s__ 0 0 0 0 0 m KEYED NOTES (cont.) KEYED NOTES GVENDING MACHINE - BY OWNER O EXISTING STRUCTURAL COLUMN LINE OF ROOF ABOVE O EXISTING CABINETRY / SHELVING INFILL EXISTING OPENING - MATCH AND ALIGN WITH EXISTING O EXISTING PLUMBING FIXTURE EXISTING CHASE - VERIFY O NOW WORK THIS AREA E ]LI PROVIDE 4" x 4" WHITE GLAZED CERAMIC WALL TILE WITH WHITE 5O EXISTING PARKING - SEE ARCHITECTURAL SITE PLAN �] _ / ,' / %`/ ';/�A GROUT OVER DUROCK CEMENT BACKER BOARD AT ENTIRE LIMITS _ OF MOP SINK TO 4'-0" ABOVE TOP OF SINK O EXISTING (1) HOUR FIRE / SMO KE PARTITION NEW STRUCTURAL COLUMN EXISTING SMOKE PARTITIONrn �LILI I- O NEW METAL STUD FRAMED BOX -OUT O NEW STEEL COLUMN - SEE STRUCTURAL DRAWINGS _ n❑❑ a ,, , /// '11 PATCH AND REPAIR EXISTING WALLS THIS AREA TO PREPARE FOR 9 NEW STAINLESS STEEL SINK -SEE PLUMBING DRAWINGS - � NEW PAINT EXTERIOR / / ID NEW BASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS GENERATOR ,8 n -- - - AREA gaiEXTERIOR j f O NEW SCOPE WASHER - BY OWNER / - ( - MEDIcaL / II NEW BUILT IN CABINETRY SEE INTERIOR ELEVATIONS �_ �- _ I GAS AREA SOILED LINEN HAMPER - BY OWNER __-- 1 1 r 35 0 \ r ,-� rl (_i (_i �` I i I F / �' , 12 NEW WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS - -1--- I If 1I I L J L r----- , j/ 2•m STRETCHER ALCOVE 2 '---- -- MECHANICAL/ / I NORMALt EMERGENCY F _ O VACUUM l J POWER POWER -- - L __- j// 13 NEW FIXED SHELVING - SEE DETAIL I/Aea r 1 1 am wl f—1 u2 L----- LL=_J J �- ! I I r / 81 WOOD VENEER PANELS -SEE INTERIOR ELEVATIONS FXr 1 L_ J r , L / 14 NEW REFRIGERATOR - BY OWNER I r , 82 CRASH RAIL, SCR-46N, BY CONSTRUCTION SPECIALTIES f O�` w - 15 NEW U.C. REFRIGERATOR - BY OWNER , ' O ---- ✓ j /% /, 83 CLINICAL SINK SEE PLUMBING,, I r- -- As CORRIDOR // / _ _ •^. - 16 NEW COPIER - BY OWNER I 54 I I F�;r EI-r, ✓ ' 0 I Q I I _-- _ / N NOTES NEW ELEC. EQUIPMENT ELECTRICAL DRAWI NGS I I t I STERILE NEW PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS SUPPLIES ` cL=ss �� m / ' I. ALL INTERIOR WALLS ARE NOMINAL 4" METAL STUDS U.ON. Q I I /f f 19 NEW MECHANICAL CHASE - SEE MECHANICAL DRAWINGS I- BREAKROOM A2 S N L I 5e �-� EXISTING / 2. ALL NEW G.W.B. TO MATCH EXISTING FINISH (LEVEL FOUR (4)) 2O� NEW WALL MOUNTED ELEC. WATER COOLER - SEE PLUMBING A& Q I i i TRAINING 3. PATCH AND REPAIR ALL EXISTING G.W.B. AS REQUIRED TO LOOK7T DRAWINGS - LIKE NEW - REPLACE IF REQUIRED 21 NARCOTICS LOCKER IN UPPER CABINETRY WITH LOCKS X I __ r ll EXISTING EXISTING ' �` I II I TOILET TOILET 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS I II EXISTING/ 0NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS DONE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 23 NEW CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLANS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY 24 NEW CONCRETE CURB - SEE DETAIL I/AS3 rob L r—� r r DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK I CLEAN I I EXISTING WORK 25 PASS TNRU CABINET - BY OWNER L-J WORKROOM/ I I CLASS 'C' OR EXISTING // F_ -I STERILE OFFICE AREA 6. GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING IN WALLS I I PREP � 44 EOUIPMENr/, AS REQUIRED FOR NEW CABINETRY, ACCESSORIES, ETC. 2ro NEW ISOLATED POWER PANEL - SEE ELECTRICAL DRAWINGS ---- L_-J 131 A2 STORAGE 1em 1. PATCH, REPAIR AND/OR PROVIDE FLOAT OVER LAY OF THE 0NEW WALL HUNG SINK -SEE PLUMBING DRAWINGS EXISTING CONCRETE SLAB AS REQUIRED AND PREPARE TO I / RECEIVE NEW PROPOSED FLOOR FINISHES O28 NEW FIRE EXTINGUISHER _ SEE DETAIL 3/AI I A I T Y AN 8. VERIFY WORKING CONDITION OF ALL EXISTING G B NE R D _ o 29 NEW ABOVE COUNTER ICE MACHINE SEE PLUMBING DRAWINGS _ u PLUMBING FIXTURES TO REMAIN. CLEAN, PATCH AND REPAIR AS r------� ." REQUIRED. EXISTING CONFERENCE EXISTING / 30 NEW X-RAY BOX -SEE ELECTRICAL DRAWINGS r- IV I I J GENERAL STORAGE I Roots, w _I/J EQUIPMENT 1eA 9. SEE DETAILS SHEET Ale FOR TYPICAL DOOR CLEARANCES. _ - r D STORAGE j v 1eB _ tr ,. -� 31 NEW FLOOR SINK SEE PLUMBING DRAWINGS 10, ALL GWB ON WALLS TO BE 5/8" BED PAN WASH - THIS WATER CLOSET 32 ' J f CLASS 'G' OR 11. SOLID PLASTIC, DOUBLE TIER LOCKERS BY LENOX, MODEL - EXISTING ' ,�I' r %` 33 SHOWER soILED SURGICAL ) I COMPUTER - - _ %` LENOXLOCKER MALE CHANGING - SKYBLUE(M231, FEMALE O '1 ROOM _ Wpq< I I COORDINATO -- N EXISTING CORRIDOR � CHANGING MCSS(M228) ° ROOM I OFFICE Q lei w ee -/� I 34 NEW TREE GRATE -SEE DETAIL 5/AS2 136 A2 14S n 35 f _ _ - -- f �I 1 NEW CONCRETE WHEELSTOP SEE DETAIL 10/A53 ID NEW GONG. RAMP WITH DETECTABLE WARNINGS SEE DETAIL 6/A53 VESTIBULE 135, II ,� i i .....°.LHr 1—T7-17_T, TOILET �G --- 12e ML -- - ,-- - -- -------- w / / / r/X// , / f / / , I EXISTING EXISTING U .' / / ' / - OFFICE OFFICE OFFICE a / /// /' ; `' /`/ 1 NEW N.G. PARKING SPACE -SEE DETAIL 1/AS3 OR 8/AS3 _, PRE -ADMISSION LOSET/ STERILE CORRIDOR NURSE OFFICE — ley ,�qq 1e4 Ivs k ,'" a ,f /' /lea x ,f/ / .,�'/j. / // / / /_ - `. I _ A, NEW BLANKET WARMER - BY OWNER 146 14E /• - / 39 NEW CRASH CART - BY OWNER MED PREP J �----�->F J - _ - _ _— _ -- X - ,'"�. 11 0 MED 5TOR. - - - - - ---- /// NEW PATIENT BED BY OWNER -- .i _. - - - -- - - - - - W t _ _. -- r --- - 133 - - - -- , `-' • , " / / ; }+.--f �= i/ `_ _ / - r�. l l 45v' E P II II II II II II II II II II II II II II II II 71 GLEAN NEW INPSEE CIVIL STANDARD WORM Fs- sr I I I I I I I I I I I I I I NEW MICROWAVE IN UPPER CABINETS -SEE INTERIOR ELEVATIONS I I I I I I I I I I I I I ,j L J L__J L__J L__J L__J L__J L__J L__J ' / / _ p/ / x /' / 43 NEW DOWNSPOUT FROM ROOF DRAIN TO CONTINUE DOWN THROUGH CONC. SLAB AND MANIFOLD INTO STORMWATER SYSTEM - SEE ARCHITECTURAL SITE PLANS AND CIVIL PLANS FOR MORE INFO. I 14 I RECOVERY L NEN) 123 EXISTING PATIENT BED HLVGINTa I / / % / ,:' ✓ ' �� / /'/ 45 NEW CEILING MOUNTED CUBICAL CURTAIN SYSTEM - SEE ID SHEETS J'r - x�===��__= jx� _-- �X - - j r ;, ,/. /; /' l o°' 4� NEW LOCKER SYSTEM - SEE GENERAL NOTE "II NEW CURTAIN WALL SYSTEM - SEE WINDOW SCHEDULE STAFF TOILET/ 7 - TOILET TOILET PATIENT I NEW 6'-OI' TALL CHAIN LINK FENCE ENCLOSURE J / L� /` % / 49 NEW GENERATOR - SEE ELECTRICAL DRAWINGS NEW OXYGEN TANK TOILET HOLD - SEE MED GAS DRAWINGS I I I I I I I I EXIT PASSAGE EXSTING EXIT ACCESS CORRIDOR - // 3m r 125 I I I I I I I I e „o ns 2 i i i i i i i i S1 EXISTING GENERATOR -SEE ELECTRICAL DRAWINGS I I I I I I I I -- '- ®--- oUls IRooM ExISTwG / / / r , / 52 BUILT IN BENCH - SEE INTERIOR ELEVATIONS EXIT PASSAGE - _ [ 1, - ELEC. ROOM ' j/ / / / / / NEW CROSSWALK STRIPING - SEE CIVIL DRAWINGS AL�.I 1 q4 E R _ _ o I t ` t- I GENERAL EXISTING PROCEDURE -- SS DIREcroROF t. 1 I STORAGE PRocErceL 5 - -- /i i54 NEW BLACKENING FILM APPLIED TO INSIDE OF GLASS AS REQUIRED BUS/ \ G; r- MEDICAL OFFICE LA------- X ,c rL, EANi r8 OR. L �NEN ;// X NURSING oFFI E OFFICE/ ' IIEe I I 1E ®�- x / , j ' 55 NEW SHELVING - BY OWNER =L RECORDS III r Al Isc� I I SUPERVISOR I I L _ _ _ x I // / 5� NEW DISHWASHER I13 \ II I �IJFE 1 1 L / -_E OFFICE EXISTING CORRIDOR- ,/VV -12n-_ ',I,_ -I' - let ExFANDEG -/ f// /f 1, _---- ---- / , , /57 STERILIZERS BY OWNER r i iJ r-ir-i RECOVERY' x _- / /% , / /._� EXISTING CORRIDOR r I I I I lee / x WASHER BY OWNER 2 EXIT PASSAGE - j X' X STAINLESS STEEL UNIT BY OWNER ----- SCOPE -----�= X ® ROOM ��� - X ,- . I�i� NEPTUNE DUCKING STATION BY OWNER consuLT ccr, I EXISTING -- I� 61 STAINLESS STEEL 3 COMPARTMENT SINK BY OWNER PROCEDURE OFFICE cFFcE ^� may-r . I} / / ./, / 10? CONFERENCE/ II - II / // -rll. I �2 H.C. SIGNAGE - SEE DETAIL 9/AS3 -- TRAINING Al -----I II - ,x. LOUNGE T - STAFF v I -- - I / ' F�3 PROVIDE 5/8" GWB OVER I x 3 P.T. FURRING AS REQUIRED _ TOILET Im, EXISTING STCR SOILED NEW CONC. PAD / DRIVE - SEE CIVIL DRAWINGS _ WORK _ -- -ffm- 4 / 0 Roots a EXISTING CORRIDOR ' / '/ / / . 6� PAIR 4'-0" WIDE x '-0" TALL CHAIN LINK GATES WITH ALL GATE 1p_J --- -' 17, rl-- W _ —_ _ - r /; //f i '// ! r / HARDWARE AS REQUIRED ADMITTING r9 6 ii / / / / i IfniOUTPATIENT % : / �E PROVIDE BLACKENING FILM TO OUTSIDE FACE OF GLAZING PRIOR I / SURGERY LOBBY I I EXISTING EXIr--_-__ y TO NEW WALL CONSTRUCTION EXISTING DR.'S STING I 1 5'-0" WIDE PASSENGER LOADING ZONE ,, �� 1ma I L) � I ' / r - � PROCEDURE I DICTATION TOILET/ OILET/ CONSULT I RLOCK + _ ---- I -- --'-- PATIENT ATIENT ies 1--____ / ; JAN. I 97 CHANGE CHANGE WRAP STEEL COLUMN WITH MIL FINISH BREAK METAL TO MATCH ��- ✓ ; / / /f STOREFRONT SYSTEM -SEE DETAIL 3/AIDb -1r TOILET TOILET I I nN �' _ r _ s WOMEN E m®N S = — — - _ _ _ - - /B : / ; F19 OTTLED WATER COOLER - BY OWNER 00 - — - - - - - GALLERY KEY PLAN 03 El X C! L -1 L L EL]� �Ml 0�,JL�u� "aK�,�EI,I s?3il'Ilrlllllpnl 1 �/ '/ i A(o 6e A6f ,. 2 3 3.1 4 4.1 5 6 i 0 8 es II120 0 0 0\/FCD A IMJ"LL FLOOR PLAIN .. SCALE: REVISIONS BY AHCA COMMENTS DG 03.18. II CLIENT/CONTRXTOR 2 DC C 03. 18. 11 ._.. E c U r in u ro �„ 41 oo ._ Q a ' y z E iI - - w N r - N a N ._� • o U° v � � it ¢ E ti Q rn w ti L nl a r` ti u-� 0 r r- �I M I� r- r- N � c t a IA W U Z x rE-p,m H- v � C7 ZZw24 �AP, a M I t N � N 0 O U Z N J "t 'O U L_ N O M � a Q N o X -0 W ! ) — a)O a L v 1 IN Lr) _ 0 < M O o C) 00 -1-- _ M 0- CL N 0 Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet Ala H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\17MREV.02\Arc11itectura1\A0Ia- FLPL.dwg, 3/21/2011 1:45:58 PM, DC t t KEYED NOTES (cont.) KEYED NOTES �0 VENDING MACHINE - BY OWNER Ol EXISTING STRUCTURAL COLUMN 0 LINE OF ROOF ABOVE O EXISTING CABINETRY / SHELVING 12 INFILL EXISTING OPENING - MATCH AND ALIGN WITH EXISTING O3 EXISTING PLUMBING FIXTURE l3 EXISTING CHASE - VERIFY O NOW WORK THIS AREA (311PROVIDE 4" x 4" WHITE GLAZED CERAMIC WALL TILE WITH WHITE �5 EXISTING PARKING - SEE ARCHITECTURAL SITE PLAN GROUT OVER DUROCK CEMENT BACKER BOARD AT ENTIRE LIMITS OF MOP SINK TO 4'-0" ABOVE TOP OF SINK O EXISTING (1) HOUR FIRE / SMOKE PARTITION txlbIING I� I // f - i l5 NEW STRUCTURAL COLUMN O EXISTING SMOKE PARTITION p. SOILED /�I SURGICAL L- cO�IPUTER z " { L WORK I ° �/ COORDINATOR Room l6 NEW METAL STUD FRAMED BOX -OUT OS NEW STEEL COLUMN - SEE STRUCTURAL DRAWINGS rr I I I n EXISTINfa CORRIDOR I66 i/ ROOT" 1 i. OFFICE Ift., led X II 13b 26 149 2/Ale 1 w 66 0 1' ✓ / / PATCH AND REPAIR EXISTING WALLS THIS AREA TO PREPARE FOR O NEW STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 7l /� I Q - ' NEW PAINT 34 -J L I \ Ig 149 Q� 12 I yes N�� �4 - - Im NEW BASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS ^ \ Im `I' O m 0 , / % 78 NEW SCOPE WASHER - BY OWNER �LJ J O � O � ''�` II NEW BUILT-IN CABINETRY -SEE INTERIOR ELEVATIONS -- 148 �' o Im - 1 n j ,' ✓ ' f , l9 SOILED LINEN HAMPER - BY OWNER 12 NEW WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS Lam/ 12 I EXIST11 EX15TING OFFICE OFFICE OFFICE v / ;:' A✓ ✓ :'✓ 80 STRETCHER ALCOVE 13 NEW FIXED SHELVING -SEE DETAIL I/A9� VESTIBULE PRE -ADMISSION I OBET f 2 J35 13sa 1 5 STERILE CORRIDOR NURSE OFFICE MIRK Ib2 13 63 64 Ib� X j' r' 81 WOOD VENEER PANELS - SEE INTERIOR ELEVATIONS 14b 8 28 14A I w , / j''/✓'� 14 NEW REFRIGERATOR - BY OWNER 2+ s 6 ; '/✓ / ;:.' / ,, 82 _ CRASH RAIL, SCR 48N, BY CONSTRUCTION SPECIALTIES 9 jam✓ / i / - 15 NEW U.G. REFRIGERATOR - BY OWNER I34e ME PREP/ _ _ }------� `��U — X 83 CLINICAL SINK - SEE PLUMBING% I `. MED STOIR `' _ - - '` 16 NEW COPIER - BY OWNER 2-1 133 — _ _ _ _ --_ - - — —K- "- - — — - - OD \` I I I I l I� , .,' NEW ELEC. SERVICE EQUIPMENT - SEE ELECTRICAL DRAWINGS 23 HOLDING o� I I I I I I l I I I l2 I I I ' C�zNRr4L NOTES O I I I I I I I I I I I I 8/ACLEAN 1 ✓ '% 134 O 9 O 1/`� Q O I I Il I I I I I I I I I I I I I I 1 12 % ij' ,/� 18 NEW PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS I e I I O 1 I® I I O I I® I I® I l O l I® I UIORG 1 VEST. 10 15 °' VEST. I I 45 I I I I I I I I I I I I I I ROOM I Im 43 - IBED h I IBED nl IBED t'31 IBED e41 IBED 51 IBED IBED �I IBED �I @2 u 19 NEW MECHANICAL CHASE - SEE MECHANICAL DRAWINGS lash _ 13x I I I 1 I 1 I I I I I I I I I I r, 1 Iq 1. REFER TO SHEET Alc FOR GENERAL NOTES AND WALL LEGEND --- r nn - - 20 NEW WALL MOUNTED ELEC. WATER COOLER -SEE PLUMBING - ® 52 - I 52 � r l J 122 nl DRAWINGS - 33 I (r O 33 I I r O o 12 — - /� of--J 21 NARCOTICS LOCKER IN UPPER CABINETRY WITH LOCKS 1 I `v _ - - ! y `v 45 I/Ald 121 CLEA4 RECOVERY — q >I i MIRK LINEN I i 22 NEW LANDSCAPE AREA -SEE LANDSCAPE PLANS 55 f I l 28 i II/A c I J � —J cq I 123 — 12---J / - � 1 - Alf i �- J NEW CONCRETE SIDEWALK SEE ARCHITECTURAL SITE PLANS -� MALE All J ('a 21 I - j'f,/, '`` /' 24 NEW CONCRETE CURB - SEE DETAIL I/AS3 M g I 52 _I_ Alf _ _ y Alf Im/Alc�D• I Q' 12m \� 46 /� I 4 /�ij.. / /i u u 25 PASS THRU CABINET - BY OWNER r-r-----i O �- 1T TIT T1 T'rT T P"r � `� �p �0' I '✓ ' '� I , / 26 NEW ISOLATED POWER PANEL -SEE ELECTRICAL DRAWINGS 29 i- - r +` _ J , 1 j II/Alc 9 Q> I StAFF - Tj0 ✓ F° ✓ j 2i NEW WALL HUNG SINK - SEE PLUMBING DRAWINGS bG 128 `\ = 131 -- — \i J l4 45 15 + TOIL t �ATII=N_ _ I / ✓ / % ' % �/ / TOILET I TOIL T 2/Aldi" " ' �� Im ouR 1 n9 -�I— ,' ✓ /% _ NEW FIRE EXTINGUISHER - SEE DETAIL 3/411 13�1 I -- 124 � � 52 I - _ �I@m I ,,�' r ` i / / ' ✓ � ✓ �' ,�" � ' / JAN 0 - -�--+ - - ,r —J - 32 / ll I - /�' , / , 29 NEW ABOVE COUNTER ICE MACHINE -SEE PLUMBING DRAWINGS -f // j _ I /� ._ —_ - Im 9 8 3I — - —r:• \ 1 r' / ' '. { / . ✓✓ 30 NEW X-RAY BOX - SEE ELECTRICAL DRAWINGS 23 I I I I SOILED r---I r---i r---1 r---, l2 EXIT PASSAGE EXISTING EXIT ACCESS CORRIDOR 4 '" // HOLD IBED 91 IBED M� IBED hll IBED '@I l2 g 1 - -- - i Q / 31 NEW FLOOR SINK -SEE PLUMBING DRAWINGS �I - TOIL I TOIL=I I I I I I I I I l u8 12 n2 b P r —1 125 O I I I I I I I I 118 121 13m II , 3m r I l9 I /1 125 2 I 4m I I O I I 4m I I 4m I 1 T BED PAN WASH THIS WATER CLOSET Ji— - — — — — — — -- — — \ _ 12l 0 - - "_� L _ J5/Ald II I I I I I I I I - -- j Il4 - — I I 8 I I I I I 28 f� - i EX15 ING ',` !'j / 33 SHOWER -- PU RO ��.'/ EXISTING 11 H j'�/ /' / / EXIT PASSAGE i ! l3 ly ELEC. ROOM EXISTI __ _ i' 43 28 n4 BED M ''I ;` j ✓ / 34 NEW TREE GRATE - SEE DETAIL 5/A52 12b N ' 123 - - -' ---'I--- ----- - --- �- - -._ _ --- 2 3 9 12 1m �.��� ns BED '`i x �� PROCEDURE 44 O '' / NEW CONCRETE WHEELSTOP - SEE DETAIL 10/A63 GENERAL EXISTING 1/Ale -- \ / / PROCEDURE n5 L s DIRECTOR OF D I /� i I r-- r------------- j/ ✓ ' 36 NEW CONC. RAMP WITH DETECTABLE WARNINGS - SEE DETAIL 6/AS3 NURSING OFFICE - 10 Im x I INE88'� I D/ lc L _ _ 55 n6 ll 28 55 I LINENN I I STOR 55 I L,// O _ O — — — Q - _ - _ 6/alb Q / MI MEDICALS'A' I OFFICE I ~ O 1 I I I �� EXISTING 44 / '` ' 3� NEW H.C. PARKING SPACE -SEE DETAIL l/A83 OR 8/AS3 III V 2/Ale 2/Ale X 1188 I I 1e1 r ,I - m, r RECORDS 1 1114 I W E 21 BED 3 O /\ 9 ° us Ia I 5/Alf - _ ✓ 38 NEW BLANKET WARMER - BY OWNER u r I SUPERVISOR SUPERVISOR u 1 m� m r _ Il - — - G r ✓ 12 Q Q - OFFICE OFFICE Q 12 I / Il ELEC. EX 5TIN3 CO'<<2iD�.K O , I ` �` / / " ,W 39 NEW CRASH CART - BY OWNER h" 1 1 12 , 12 12 I 115 - 82 9 Im 29 12 15 45 / ✓� / ✓, // 2 ll i .. V 112e 112b M Im + I Im I - 18 eb MIRK / 186 EXPANDED ; '' ------ -- -' j - ---- -----� ,-� -, - i - I C� 82 l/Alf EXISTIr� / j' i / ;/ , / 40 NEW PATIENT BED - BY OWNER - - - RECOVERY �/ BED e4 44 �, / O pg EXISTING CORRIDOR------� ,I I I Ise 9 - - - - / /F i' 41 NEW STANDARD PARKING SPACE - SEE CIVIL DRAWINGS �1011 } - I I I 1 139 II 38 I -- --- 2 EXIT PASSACsE 1 Ill m I l8 I I l8 I I I I 2/Alf 10 — — ' .ti` /✓J/ ' ✓ / 1 I 1 42 NEW MICROWAVE IN UPPER CABINETS - SEE INTERIOR ELEVATIONS 28 L— tl—J-- O O f r� 12 16 EXISTING 44 NEW DOWNSPOUT FROM ROOF DRAIN TO CONTINUE DOWN THROUGH F - 23 r Q ROOI1 I -- --- BED O AND MANIFOLD INTO STORMWATER SYSTEM -SEE - - - - - SCOPE O I e5 \i 1 BED •9 am i 45 - ; TI ,'` -�� ARCHITECTURAL SITE PLANS AND CIVIL PLANS FOR MORE INFO. 43 L J =_,� 3 2 9/Ale 9 -- \tv--J >— — — ✓ i' C U44EEL 39 1 14 EXISTING 185 " _a -r (YQ i IF = O o I r r r- r 44 EXISTING PATIENT BED CONSULT CONSULT g AIpRAGE 12 I PROCEDURE I m v EXISTING BED '6 /� i /�� ll O OFFICE OFFICE AREA 1 na _ 44 / H '� NEW CEILING MOUNTED CUBICAL CURTAIN SYSTEM -SEE ID SHEETS - — 43 1m9 Ima 10 I CONFERENCE/ l ll /' J / O ✓ I « -_ � / Y T M S GENERAL NOTE II \ % / 46 NEW LOCKER S S E SEE E ERAL NI - k' E L E - I - tRA NG m i' r - - - � I' I 43 Q QI I I r 45 I - II it OUNCE \ - I. 1 - - L 4/Alb STAFF M r TOILET (y II � I I I' I. -' BED m O 1 (f— �, ,.. � 4l NEW CURTAIN WALL SYSTEM -SEE WINDOW SCHEDULE 24 ® 1m1 O I % Im EXISTING O 22 1 II I U L_- �� _--J 42 9 56 42 12 Im 14 g4 L / BOILED v °I -I -----J 9 STOR. ,✓' ,, 48 NEW 6'-O" TALL CHAIN LINK FENCE ENCLOSURE /V ADMITTING �-� WORK 21 z ,' II rem ✓, 4l I/Ala 4 lr-nROOM n r- /� f / // ;` 49 NEW GENERATOR - SEE ELECTRICAL DRAWINGS lI 9 Im lm Q 9 Q C� r=— ll /) X l/Alf ,/ O - NEW OXYGEN TA 119 23 36 °°"" ^� � • � ---- �- �_ -'�� � �`9 ul � --- I TANK -SEE MED GAS DRAWING ` % ✓ I �- 1 O � EXISTING CORRIDOR ,/ ,✓//�j 50 S v yl� I I s� f _ _ 8 A 8 68 ll �/ e 82 12 189b "' ✓,' , ' / 0 al -°- -°- - -- _ _ „ / ' % 51 EXISTING GENERATOR - SEE ELECTRICAL DRAWINGS I' i \� I6 71 I I Ol N°� I I i' OUTPATIENT I ll d5 1 Ir O O D / _ BUILT IN BENCH SEE INTERIOR ELEVATIONS BuRIGERY LOBBY {aae 102 + 1 I EXISTING y I DR'B EXISTING EXISTING 45 I I ✓✓ r 2 �\ L - �y, TOILET/ OILET/ CONSULT e I BED n am i' / 53 NEW CROSSWALK STRIPING - SEE CIVIL DRAWINGS 12 I " PROCEDURE pICTATIOhI I A AIRLOCK A O °' +1 I PATIENT ATIENT 155..f° 101 O Im I Ce I 180 2 3 JAN 192 2/A-1 ' / 54 NEW BLACKENING FILM APPLIED TO INSIDE OF GLASS AS REQUIRED 6 � I �/ CHANGE MANGE_ I / , 31 I 28 8 L 3a/Ala 39 I MEN,S I I83 i 12 Im 93 3 3 ,' 55 NEW SHELVING - BY OWNER TOILET TOILET I --- - ------------ CONSULT 8 53 I Im5 Imb 1� 82 ( 56 NEW D1514WASHER O — - i BED •e O 1 OWNER ®o 0 0 � I e o 8 196 I am i ,� 57 STERILIZERS BY 8 8 8 68 O � 43 52 52 43 Ll �7 1 58 WASHER BY OWNER 4l O IL Ala 81 8 81 8 �` 8 189d 8 - O - 24 4l 43 81 28 43 L J GALLERY 81 81 54 -- 22 I O 8 8 8 8 3 2/A a 2m �y 3/Ala II 59 STAINLESS STEEL UNIT BY OWNER aldo. NEPTUNE DUCKING STATION BY OWNER ` t - — 68 b / STAINLESS STEEL 3 COMPARTMENT SINK BY OWNER ll 12 A 41 41 �/ al I 41 0 0 4l O 12 62 H.C. SIGNAGE - SEE DETAIL 9/AS3 Im lb 4l Im 23 — — — — — I - — — -- — — l6— — — -- — -- — --1 PROVIDE 5/8" GWB OVER I x 3 P.T. FURRING AS REQUIRED 63 NEW GONG. PAD /DRIVE SEE CIVIL DRAWINGS 2 I I 23 65 PAIR 4'-0" WIDE x 6'-0" TALL CHAIN LINK GATES WITH ALL GATE ° ° 8 ° ° o - HARDWARE AS REQUIRED - 66 [7I- 34�/ PROVIDE BLACKENING FILM TO OUTSIDE FACE OF GLAZING PRIOR 24 24 24 24 TO NEW WALL CONSTRUCTION34 2434 34 5'-0" WIDE PASSENGER LOADING ZONE 53 6 6e 93 Ago) A6 Aga 68 WRAP STEEL COLUMN WITH MIL FIN15P BREAK METAL TO MATCH STOREFRONT SYSTEM - SEE DETAIL 3/,410b 69 BOTTLED WATER COOLER - BY OWNER KEY PLAN I 8 9 10 11 34 _ FEMALE - CHANGINCs Im 38 _ J CHANGINCs - J 132 2 I I Lm l/Ald I _ 3,3 Ixl IXI I x I Ix 4 n-----�T----ter- n / I Ixl Ixl IXI Ix OENL R3ED PARTIAL FLOOR PLAN SCALE: 1/8" - I'-0" REVISIONS BY A1AHCA COMMENTS 03. 18. II DG ACLIE2 NT/CONTRACTOR 03. 18, 11 DC _f ` u u r u • m .% ` d M '~ ¢�� �B,2 L. y z E � N E w u CD !I Q E m v � Y N • E c N 1 0 • 1 0 Q.«�-1. i Q o�cl1 o vim• 0 a a II `O U_ Z v J N O_ � N •0 Q M C M v J v- o- Q N v x -v L.d U .L U - O 0 L Lt Q W v N M i O O C) o S M a N O J LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A 1 b ILAProtects\Pro,jects 2009\0945 - FMC - ZH ASC ExpansionACDAREV.02\ArchitecturnlAAOlb - ENLARGED FLPL.dwg, 3/21/201 1 1:45:37 PM, DC r KEYED NOTES (cont.) KEYED NOTES 'lla VENDING MACHINE - BY OWNER OI EXISTING STRUCTURAL COLUMN DLINE OF ROOF ABOVE O EXISTING CABINETRY / SHELVING '12 INFILL EXISTING OPENING - MATCH AND ALIGN WITH EXISTING 0 EXISTING PLUMBING FIXTURE i3 EXISTING CHASE - VERIFY O NOW WORK THIS AREA Q A74PROVIDE 4" x 4" WHITE GLAZED CERAMIC WALL TILE WITH WHITE O EXISTING PARKING - SEE ARCHITECTURAL SITE PLAN GROUT OVER DUROCK CEMENT BACKER BOARD AT ENTIRE LIMITS 3.I 4J 24 OF MOP SINK TO 4'-0" ABOVE TOP OF SINK O EXISTING (I) HOUR FIRE / SMOKE PARTITION 24 15 NEW STRUCTURAL COLUMN O EXISTING SMOKE PARTITION NEW METAL STUD FRAMED BOX -OUT O NEW STEEL COLUMN - SEE STRUCTURAL DRAWINGS 11 PATCH AND REPAIR EXISTING WALLS THIS AREA TO PREPARE FOR O NEW STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS NEW PAINT IO / 22 NEW BASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS �8 NEW SCOPE WASHER - BY OWNER II NEW BUILT-IN CABINETRY - SEE INTERIOR ELEVATIONS �9 SOILED LINEN HAMPER - BY OWNER 5 5 12 NEW WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS 22 / 80 STRETCHER ALCOVE 13 NEW FIXED SHELVING -SEE DETAIL I/A9a 2 81 WOOD VENEER PANELS - SEE INTERIOR ELEVATIONS I 14 NEW REFRIGERATOR - BY OUINER 82 CRASH RAIL, SCR-48N, BY CONSTRUCTION SPECIALTIES 15 NEW U.G. REFRIGERATOR - BY OWNER / 83 CLINICAL SINK - SEE PLUMBING I 16 NEW COPIER - BY OWNER 2 ���� LEGEND I� NEW ELEC. SERVICE EQUIPMENT - SEE ELECTRICAL DRAWINGS Z3 b b IS NEW PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS f EXISTING DOOR SYSTEM 19 NEW MECHANICAL CHASE - SEE MECHANICAL DRAWINGS -- 2a NEW WALL MOUNTED ELEC. WATER COOLER - SEE PLUMBING _— EXISTING WINDOW SYSTEM DRAWINGS -__ EXISTING WALL PARTITION 21 NARCOTICS LOCKER IN UPPER CABINETRY WITH LOCKS - 5 � EXISTING ONE HOUR FIRE / SMOKE PARTITION 22 NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS EXISTING SMOKE PARTITION 23 NEW CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLANS EXTERIOR` O EXISTING MASONRY WALL SYSTEM 24 NEW CONCRETE CURB - SEE DETAIL I/AS3 23 48 49 GENERATOR ® 2 ; 4„ a- - - _ ___ - I F_ 22 'a�4i A6h E p C ( TY" I 25 PASS THRU CABINET - BY OWNER AL GAS AREA r NEW DOOR SYSTEM - REFER TO DOOR SCHEDULE _ � r 26 NEW ISOLATED POWER PANEL -SEE ELECTRICAL DRAWINGS L __J 51 I I r Ise r O NEW WA HUNG SINK - E PLUMBING DRAWINGS L r--------� %�� � i" 2l E WALL SE L I L_J 1NO RAC E IE�CY r _ r i' / ,' �/ i ���.' j o-- NEW WINDOW SYSTEM -REFER TO WINDOW SCHEDULE POWER � POUTER I � r %' 28 NEW FIRE EXTINGUISHER - SEE DETAIL 3/A11 u1 r , 142 I _____- -i ' , NEW METAL STUD PARTITION - REFER TO TYPICAL I I J I ' i / ' % NON -RATED WALL PARTITION DETAIL I/AII NEW ABOVE COUNTER ICE MACHINE - SEE PLUMBING DRAWINGS L_J r I I r�r� I I O O v ;i NEW METAL STUD SOUND INSULATED PARTITION - REFER � :' // ,�' i/ % 30 NEW X-RAY BOX -SEE ELECTRICAL DRAWINGS ✓ / / T TYPICAL NON -RATED WALL PARTITION DETAIL I/AII NEW ONE (I) HOUR RATED FIRE PARTITION - REFER TO 31 NEW FLOOR SINK - SEE PLUMBING DRAWINGS 19 CORRIDOR TYPICAL ONE -HOUR RATED FIRE PARTITION DETAIL 4/A11 32 BED PAN WASH - THIS WATER CLOSET �4 ' NEW TWO (2) HOUR RATED FIRE / SMOKE PARTITION - 59 I I EAST ENTRY tff]N SHOWER - - - - - - - - - - - - - T FI A TITION92 1D3 ..T� _' REFER TO TYPICAL 7W0-HOUR RA ED REP R'EW FIRE/SMOKE PARTITION -REFER TO TYPICAL 34 NEW TREE GRATE -SEE DETAIL 5/AS2 NEW CONCRETE WHEELSTOP - SEE DETAIL IO/AS3 OR 14 12 Im 9 � I I RE/SMOKE PARTITION DETAIL 2/AII pi &/Al• / ' / % / -E G .U. AL S T C E T G ) -REFER TO I I � - 36 NEW CONC. RAMP WITH DETECTABLE WARNINGS -SEE DETAIL 6/A83 O 13REAKROOf'1 ' / WALL TYPES ON SHEET AII L__J3l NEW H.G. PARKING SPACE - SEE DETAIL'I/AS3 OR 8/AS3 EXISTING28O iTRAINING __SEE SHEET All FOR WALL TYPE DETAILS 38NEW BLANKET WARMER - BY OWNER I l4 {S0 L_—J ; Q 39 NEW CRASH CART - BY OWNER 31 EXISTING EXISTING '-'N NOT S 40 NEW PATIENT BED - BY OWNER I I' TOILET TOILET �� O I I 58 JA, EXISTING // 41 NEW STANDARD PARKING SPACE - SEE CIVIL DRAWINGS 19 8 I ®I ( 51 O ' I I. ALL INTERIOR WALLS ARE NOMINAL 4" METAL STUDS U.C.N. 42 NEW MICROWAVE IN UPPER CABINETS - SEE INTERIOR ELEVATIONS I 1E Z ® / /r / 59 - -� 1 % 2. ALL NEW G.W.B. TO MATCH EXISTING FINISH (LEVEL FOUR l4) ) II--- / , NEW DOWNSPOUT FROM ROOF DRAIN TO CONTINUE DOWN THROUGH 3. PATCH AND REPAIR ALL EXISTING G.W.B. AS REQUIRED TO LOOK CONC. SLAB AND MANIFOLD INTO STORMWATER SYSTEM - SEE LIKE NEW -REPLACE IF REQUIRED ARCHITECTURAL SITE PLANS AND CIVIL PLANS FOR MORE INFO. OR L_J I EXISTING EXISTING IUORK /; / 9 82 AREA _ / j 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS 44 EXISTING PATIENT BED OFFICE / DONE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY OK STTOOR GEC 160 ,m �' / WALLS 45 NEW CEILING MOUNTED CUBICAL CURTAIN SYSTEM - SEE ID SHEETS II 191 / f / 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY 46 NEW LOCKER SYSTEM - SEE GENERAL NOTE 'II / DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK I NEW CURTAIN WALL SYSTEM -SEE WINDOW SCHEDULE O / I WALLS 1 GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING IN W LL 6. 4 '-0 TA CHAIN INK PENCE ENCLOSURE 8 NEW 6 TALL L E E AS REQUIRED FOR NEW CABINETRY, ACCESSORIES, ETC. O - - - - / 49 NEW GENERATOR - SEE ELECTRICAL DRAWINGS '1. PATCH, REPAIR AND/OR PROVIDE FLOAT OVER LAY OF THE ____ ____ EXISTING CONCRETE SLAB AS REQUIRED AND PREPARE TO - r / 8 �p / / i f 50 NEW OXYGEN TANK SEE MED GAS DRAWINGS / I H S N W S F O FIN S EXISTING CONFERENCE � !/ / RECEIVE E PROPO ED LO R E O EXISTING 59 I I ,p Y -J GENERAL I 600M STORAGE � / � / 8. VERIFY WORKING CONDITION OF ALL EXISTING CABINETRY AND 51 EXISTING GENERATOR - SEE ELECTRICAL DRAWINGS EQUIPMENT I 69 / PLUMBING FIXTURES TO REMAIN. CLEAN, PATCH AND REPAIR AS I I STORAGE I REQUIRED. 52 BUILT IN BENCH - SEE INTERIOR ELEVATIONS 150 Q ' L_J 15m d , / 9. SEE DETAILS SHEET Ala FOR TYPICAL DOOR CLEARANCES. 53 NEW CROSSWALK STRIPING - SEE CIVIL DRAWINGS OR -. -.-. 0 / i. ------+ u '� i' / ' �/ ' j 10. ALL GWB ON WALLS TO BE 5/8" 54 NEW BLACKENING FILM APPLIED TO INSIDE OF GLASS AS REQUIRED EXISTING • SURGICAL `I� COMPUTER z 1 - O - 11, SOLID PLASTIC, DOUBLE TIER LOCKERS BY LENOX, MODEL - 55 NEW SHELVING BY OWNER 9 COORDINAtOR I ROOM N EXISTING CORRIDOR 166 / , ,%/' ', i_ENOXLOGKER MALE CHANGING - 5KYBLUE(M231, FEMALE OFFICE I 6i X 66 (Y ' / , 56 NEW DISHWASHER 149 �� 1m w p _ _ ,1 / �'% CHANGING - MOSSlM228) 5/ARIe�o 12 i �,� �a = t 57 STERILIZERS BY OWNER —Q \ Y O 149 ��) 1 /6 O O � '� v a' m 0 145a N O U 58 WASHER BY OWNER ----------------- - / a 1z i Ex15rNG EXISTING u /� �: 59 STAINLESS STEEL UNIT BY OWNER OFFICE OFFICE OFFICE U i /' ,� /' / PRE -ADMISSION OSEt �s Q ; // / / /' NEPTUNE DUCKING STATION BY OWNER ERILE CORRIDOR NURSE OFFICE I 4r2 i63 164 _t ua uI -%/' %-/' 61 STAINLESS STEEL 3 COMPARTMENT SINK BY OWNER O 82 8 28 �I Im 5/Alm ,! // i ; .; / /'` •: � u ______ ti 8 6//' 62 H.G. SIGNAGE -SEE DETAIL 9/AS3 JI X F i I���I{ / I I / / ..! 63 PROVIDE 5/8" GWB OVER I x 3 P.T. FURRING AS REQUIRED ,x >Ax I I 1 I I I I I I_ - 1 1 -f/, �.i}/ 64 NEW GONG. PAD /DRIVE -SEE CIVIL DRAWINGS I I I I I I I I I I I I I I I 6/Ale O I I 11 I I I I I I I I I I I I I I GLEAN ' / i ' / % ;'', 65 PAIR 4'-0" WIDE x 6'-O" TALL CHAIN LINK GATES WITH ALL GATE 1® I I® I I® I I I I I I® VEST. I I 45 I I I I I I I I I I I I I I ROOM I // f /I HARDWARE AS REQUIRED I I I I 1 I IEEE) I I I I I I I I I Im �� IsSc I�� I Imp nl I�� �I '41 IBEX �I IBEX �I I�� �I I��'81 nz o I 14 PROVIDE BLACKENING FILM TO OUTSIDE FACE OF GLAZING PRIOR L --- J L---J L --- J L --- J L --- J L---J L --- J L --- J j/ i," TO NEW WALL CONSTRUCTION I / ' 15 6l 5'-O" WIDE PASSENGER LOADING ZONE --= -- -- ' WRAP STEEL COLUMN WITH MIL FINISH BREAK METAL TO MATCH STOREFRONT SYSTEM - SEE DETAIL 3/AIOb 4 69 BOTTLED WATER COOLER - BY OWNER Alt KEY PLAN OENLARGED P,4RTIAL FLOOR PLAN SCALE: 1/8" - I'-0" a on on REVISIONS BY A1AHCA CENTS DC 03. 18. II ►—� E v o G Go en @1 u o0 - �- Q B - fd y = E E W �_. • o U • 0? Q Q ono Y N f` E �v o • u to M ti r� N ' L Q Q L co _ � o s C) Q o O Q C U Z _J N ,d. o U .N � L M O M a J :3 C x < v 0 -O LLi U_ •� O O o Q LiJ L N 0 Q u-) _ M :E� Q � Op L 0 IV 0 J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A 1 c I1:\Projects\Projects 2009\0945 - FMC - 7H ASC F.xpansion\CD\R[:V.02\Architeetural\AOIc - ENLARGED I;LPL.dwg, 3/21/2011 1:45:17 PM, DC 9-/ EI. S-1J.nlII m I ati.0 in (o 6 GENERAL NOTES I. ALL INTERIOR WALLS ARE NOMINAL 4" METAL STUDS U.O.N. 2. ALL NEW G.W.B. TO MATCH EXISTING FINISH (LEVEL FOUR (4) ) 3. PATCH AND REPAIR ALL EXISTING G.W.B. AS REQUIRED TO LOOK LIKE NEW - REPLACE IF REQUIRED 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT 18 DONE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK 6. GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING IN WALLS AS REQUIRED FOR NEW CABINETRY, ACCESSORIES, ETC. 1. PATCH, REPAIR AND/OR PROVIDE FLOAT OVER LAY OF THE EXISTING CONCRETE SLAB AS REQUIRED AND PREPARE TO RECEIVE NEW PROPOSED FLOOR FINISHES 8. VERIFY WORKING CONDITION OF ALL EXISTING CABINETRY AND PLUMBING FIXTURES TO REMAIN. CLEAN, PATCH AND REPAIR AS REQUIRED. S. SEE DETAILS SHEET Ale FOR TYPICAL DOOR CLEARANCES. 10. ALL GWB ON WALLS TO BE 5/8" II. SOLID PLASTIC, DOUBLE TIER LOCKERS BY LENOX, MODEL - LENOXLOCKER MALE CHANGING - SKY15LUE(M237, FEMALE CHANGING - M055(M228) I VIA LOW lid e lea 22 22 l 24 63 WALL LEGEND KEYED NOTES (cont.) KEYED NOTES f EXISTING DOOR SYSTEM 0 VENDING MACHINE - BY OWNER OI EXISTING STRUCTURAL COLUMN EXISTING WINDOW SYSTEM 71 LINE OF ROOF ABOVE 0 EXISTING CABINETRY / SHELVING EXISTING WALL PARTITION G INFILL EXISTING OPENING - MATCH AND ALIGN WITH EXISTING O EXISTING PLUMBING FIXTURE EXISTING ONE HOUR FIRE / SMOKE PARTITION i3 EXISTING CHASE - VERIFY O NOW WORK THIS AREA -- — EXISTING SMOKE PARTITION 74 PROVIDE 4" x 4" WHITE GLAZED CERAMIC WALL TILE WITH WHITE O5 EXISTING PARKING - SEE ARCHITECTURAL SITE PLAN GROUT OVER DUROCK CEMENT BACKER BOARD AT ENTIRE LIMITS EXISTING MASONRY WALL SYSTEM OF MOP SINK TO 4'-0" ABOVE TOP OF SINK O EXISTING (I) HOUR FIRE / SMOKE PARTITION �5 TYP ` NEW STRUCTURAL COLUMN l EXISTING SMOKE PARTITION TYpiNEW DOOR SYSTEM - REFER TO DOOR SCHEDULE G NEW METAL STUD FRAMED BOX -OUT O NEW STEEL COLUMN - SEE STRUCTURAL DRAWINGS O D PATCH AND REPAIR EXISTING WALLS THIS AREA TO PREPARE FOR O NEW STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS "—� NEW WINDOW SYSTEM - REFER TO WINDOW SCHEDULE NEW PAINT 10 NEW BASE CABINETS /COUNTERTOP -SEE INTERIOR ELEVATIONS NEW METAL STUD PARTITION - REFER TO TYPICAL G NEW SCOPE WASHER - BY OWNER NON -RATED WALL PARTITION DETAIL I/All II NEW BUILT-IN CABINETRY - SEE INTERIOR ELEVATIONS �9 SOILED LINEN HAMPER - BY OWNER NEW METAL STUD SOUND INSULATED PARTITION - REFER 12 NEW WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS TO TYPICAL NON -RATED WALL PARTITION DETAIL I/AII 80 STRETCHER ALCOVE 2 13 NEW FIXED SHELVING - SEE DETAIL I/Aga NEW ONE (1) HOUR RATED FIRE PARTITION - REFER TO 81 WOOD VENEER PANELS - SEE INTERIOR ELEVATIONS TYPICAL ONE -HOUR RATED FIRE PARTITION DETAIL 4/All 14 NEW REFRIGERATOR - BY OWNER 82 CRASH RAIL, SCR-48N, BY CONSTRUCTION SPECIALTIES NEW TWO (2) HOUR RATED FIRE / SMOKE PARTITION - - 15 NEW U.C. REFRIGERATOR - BY OWNER REFER TO TYPICAL TWO-HOUR RATED FIRE PARTITION 83 CLINICAL SINK - SEE PLUMBING I - ,.. -,, ; -.- - .. __.�� O . - 16 NEW COPIER - BY OWNER — — — — NEW FIRE/SMOKE PARTITION - REFER TO TYPICAL FIRE/SMOKE PARTITION DETAIL 2/All 0 NEW ELEC. SERVICE EQUIPMENT - SEE ELECTRICAL DRAWINGS T NEW CF1.U. MALL 5l'vTEM (SEE STRUCTURAL) - REFER TO IS NEW PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS WALL TYPES ON SHEET All 19 NEW MECHANICAL CHASE - SEE MECHANICAL DRAWINGS SEE SHEET All FOR WALL TYPE DETAILS 20 NEW WALL MOUNTED ELEC. WATER COOLER - SEE PLUMBING DRAWINGS 21 NARCOTICS LOCKER IN UPPER CABINETRY WITH LOCKS 22 NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS 23 NEW CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLANS 24 NEW CONCRETE CURB - SEE DETAIL I/AS3 25 PASS THRU CABINET - BY OWNER r 24 2ro NEW ISOLATED POWER PANEL -SEE ELECTRICAL DRAWINGS NEW WALL HUNG SINK - SEE PLUMBING DRAWINGS NEW FIRE EXTINGUISHER - SEE DETAIL 3/All O 29 NEW ABOVE COUNTER ICE MACHINE - SEE PLUMBING DRAWINGS 22 ' 30 NEW X-RAY BOX - SEE ELECTRICAL DRAWINGS _ — -- 31 NEW FLOOR SINK - SEE PLUMBING DRAWINGS L J �- I i6 �e ❑ 32 BED PAN WASH - THIS WATER CLOSET SHOWER �6 16 23 )4— a-, NEW TREE GRATE -SEE DETAIL 5/A82 a 940-_ _ 35 NEW CONCRETE WHEELSTOP - SEE DETAIL IO/A53 vZIA 36 NEW CONC. AM WITH DETECTABLE WARNINGS - S DETAIL 6/AS3 � E RAMP DE E BLE RN SEE DE L NEW H.C. PARKING SPACE - SEE DETAIL 1/453 OR 8/A53 53 _ 0NEW BLANKET WARMER - BY OWNER 62 I `� I 24 9 3 2 i 30 NEW CRASH CART BY OWNER 6 I I 6 6 40 NEW PATIENT BED - BY OWNER 35 41 NEW STANDARD PARKING SPACE - SEE CIVIL DRAWINGS �' I 31 22 42 NEW MICROWAVE IN UPPER CABINETS - SEE INTERIOR ELEVATIONS 1 NEW DOWNSPOUT FROM ROOF DRAIN TO CONTINUE DOWN THROUGH GONG, SLAB AND MANIFOLD INTO STORMWATER SYSTEM - SEE \ i ARCHITECTURAL SITE PLANS AND CIVIL PLANS FOR MORE INFO. I 61 AS3 44 EXISTING PATIENT BED __ 45 NEW CEILING MOUNTED CUBICAL CURTAIN SYSTEM - SEE ID SHEETS Imm������,,������••������� ""' 24 46 NEW LOCKER SYSTEM - SEE GENERAL NOTE "11 8 453 4i NEW CURTAIN WALL SYSTEM - SEE WINDOW SCHEDULE 48 NEW 6'-0" TALL CHAIN LINK FENCE ENCLOSURE 49 NEW GENERATOR - SEE ELECTRICAL DRAWINGS 5m NEW OXYGEN TANK - SEE MED GAS DRAWINGS 53 53 53 51 EXISTING GENERATOR - SEE ELECTRICAL DRAWINGS 52 BUILT IN BENCH - SEE INTERIOR ELEVATIONS 53 NEW CROSSWALK STRIPING - SEE CIVIL DRAWINGS 54 NEW BLACKENING FILM APPLIED TO INSIDE OF GLASS AS REQUIRED g 55 NEW SHELVING - BY OWNER AS3 24 56 NEW DISHWASHER 5i STERILIZERS BY OWNER \ I O 6� 61 58 WASHER BY OWNER \� I O 59 STAINLESS STEEL UNIT BY OWNER \ NEPTUNE DUCKING STATION BY OWNER 1 61 STAINLESS STEEL 3 COMPARTMENT SINK BY OWNER 1 62 N.C. SIGNAGE SEE DETAIL 9/A63 \ A53 E3 PROVIDE 5/8" GWB OVER I x 3 P.T. FURRING AS REQUIRED 35 1A 62 I I 35 62 \ 35 62 35 62 35 62 22 64 NEW CONC. PAD / DRIVE - SEE CIVIL DRAWINGS 24 PAIR 4'-0" WIDE x -0" TALL CHAIN LINK GATES WITH ALL GATE L_ HARDWARE AS REQUIRED T T PROVIDE BLACKENING FILM TO OUTSIDE FACE OF GLAZING PRIOR TO NEW WALL CONSTRUCTION 6l 5'-0" WIDE PASSENGER LOADING ZONE WRAP STEEL COLUMN WITH MIL FINISH BREAK METAL TO MATCH 35 35 35 STOREFRONT SYSTEM - SEE DETAIL 3/AIOb 22 6) BOTTLED WATER COOLER - BY OWNER KEY PLAN OENLAR► ED PARTIAL FLOOR PLAN SCALE: 1/6" = I'-0" REVISIONS BY E � u �.... co o ►� s,c Q b o � . E 2 E E �.. • c u , it ¢ E too- < m ti y i ti to 0 ~ N N C`') 00 ti t� N ;I. E- U�?+HCoty U O F" 0+0,�. 0� �a Q N 00 J N CD 0 � Q. N O V D J N °O N N M C M 0 J Q x N p W V _ O .O (� 0 L LL. a W p 0 Q M O O 11 cy- N IV O J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A 1 d H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.02\Architectural\AOld - ENLARGED FL.PL.dwg, 3/21/201 1 1:44:57 PM, DC 0 iC"OYED NOTES ❑I LAVATORY IN APRON TYPE VANITY SIGNAGE TO MEET �2 WALL HUNG LAVATORY - SEE PLUMBING DRAWINGS ADA AND FLORIDA ACCESSIBILITY CODE 3/4" PLYWOOD WITH PLASTIC LAMINATE a3 H.G. WATER CLOSET - SEE PLUMBING DRAWINGS FOR BUILDING I SURFACE 6 CONSTRUCTION I 10'-0" 1'-10" a STANDARD WATER CLOSET - SEE PLUMBING DRAWINGS CLEAR CLEAR -- Q URINAL - SEE PLUMBING DRAWINGS MOUNT ROOM SIGNS 4'-10" 5'-2" a 36" GRAB BAR ADJACENT TO LATCH - SIDE OF DOOR AT x 3/4" PLYWOOD 3/4" t-"J u 60" OF SIGN OR I 1 42" GRAB BAR WHERE INDICATED CONT. CLEAT J meCOUNTER MOUNTED SOAP DISPENSER ON FLOOR PLANS. _ -- _ -- i' O O B I 9 9 20 6 b V ........................ 0 W 15 3/4" X 4" - 'n _ .4 PLYWOOD BASE U 2 I, "i 13 13 6! 2 II L 6/Ale MIRK , 1 II 3/4" PLYWOOD WITH IS 19 19 18 PLASTIC LAMINATE - - - ; SURFACE • yj v w 4 5 /� Oc. SICtiNTI■ ��I DETAIL O 5ENCHDETI�il♦� N u p 20 ~ SCALE: N.T.S. SCALE: 1 1/2" N-0" / tt SOLID SURFACE VANITY 20 N14--14MENS AS PER WALL TYPE - 2'0WITH INTEGRAL SINK - SEE wom" I TOILET FINISH SCHEDULE --�TOILET 31 106 0 10 i IZ pSIM IZ C = I COVER PLATE MIRR II II 8/Ale r - I/4" x 2" LAG BOLTS. 0 ESCUTCHEON 45 I 17 11/2" DIAMETER i I I -0W 0 U I I I v I N I - ElWALL MOUNTED SOAP DISPENSER 10 SEMI -RECESSED PAPER TOWEL DISPENSER II SURFACE MOUNTED PAPER TOWEL DISPENSER 12 SEMI -RECESSED TOILET TISSUE DISPENSER 13 SURFACE MOUNTED TOILET TISSUE DISPENSER l4 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 1'-0" AFF. - MATCH WIDTH OF VANITY 15 WALL MOUNTED CHANNEL FRAMED MIRROR Q I6 PIPE INSULATION KIT UIZ 60" DIAMETER TURN AROUND IS 30" x 48" CLEAR FLOOR SPACE 19 60" x 60" CLEAR FLOOR SPACE 20 TOILET PARTITION 21 UPPER CABINETRY - SEE INTERIOR ELEVATIONS 22 LOCKERS 23 ELECTRIC HAND DRYER. 24 PREFAB SHOWER STALL - SEE PLUMBING DRAWINGS 25 SHOWER STALL - $S. GRAB BAR r 26 MOP SINK/ FLOOR SINK. (oil 1/2" O ® 0 ®� 21 TT WATER HEATER i SOLD BLOCKING BETWEEN _ j 3/4" 28 TOWEL BAR METAL STUDS. 29 TRASH RECEPTACLE 31 1 31 30 6" 0 HOLE WITH TRIM RING - - 31 34 PC SIGN - SEE DETAIL A/Ale DIA. INSULATION KIT 35 32 RECESSED DISPENSER TOILET -SEAT -COVER N SOLID SURFACE MATERIAL 3'-3 1/2" 18 33 RECESSED FACIAL TISSUE DISPENSER NOTE: SUPPORT ALL GRAB BARS INCLUDING THOSE MOUNTED AT TUBS, SHOWERS, AND 34 STANDARD ELECTRIC WATER COOLER - SEE PLUMBING DRAWINGS TOILETS AND TOILET MOUNTED GRAB BARS SHALL BE DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 POUNDS CLEAR CLEAR 35 N.G. ELECTRIC WATER COOLER - SEE PLUMBING DRAWINGS APPLIED AT ANY POINT DOWNWARD OR HORIZONTALLY AS REQUIRED BY THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. . 36 BUILT-IN BENCH - SEE DETAIL I/Ale (PROVIDE SUFFICIENT BLOCKING BEHIND EACH GRAB BAR INSTALLATION). XT SOLID SURFACE APRON TYPE VANITY WITH INTEGRAL SINK - SEE DETAIL 2/Ale AND FINISH SCHEDULE G,a$ i5AR ANcwoRAcsE _ _-_ __ a SCALE: 3" = I'-0" 38 FLOOR DRAIN -SEE PLUMBING DRAWINGS 39 SHOWER GRAB BARS TO BE INSTALLED TO MEET FBC EDGE OF WALL VANITY DETAIL AIL ENLARWO TOILET PLAN4(d 36" x 60" CLEAR FLOOR SPACE FOR HANDICAPPED SHOWER o G SCALE: I I/2" I'-0" SCALE: 3/8" I'-0" 41 DOOR SYSTEM -SEE FLOOR PLAN 42 OPEN BEYOND 43 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL B/Ale 44 CLEAR PLASTIC SHOWER CURTAIN WITH SPRING ROD AND ALL HIGHEST OPERABLE ACCESSORIES PART OF ACCESSORY U Q 45 STONE TOP. SEE ID DRAWINGS Q� 46 48" x 66" CLEAR FLOOR SPACE Q X - \ TOILET ACCESSORIES X Q X .4 F (, z i ACCESSORY SPECIFICATION I` :t 1.0 r_ 43 1 43 15" CLEAR L m N CA ' MIN. FINISH FLOOR 4 B 2 14 14 2 8 B B TISSUE DISPENSER TOILET 50BRICK 8-661 -- -- - - - Ale 8 Ale II II Ale Ale 43 Ale �\ SURFACE MOUNTED TOILET BOBRICK 8-685 WALL HUNG SINK ELECTRICAL WATER COOLER PAPER TOWEL DISPENSER 31 -.. - -- 11 TISSUE DISPENSER 1_. .. __ ._...Y.._. ..... — J 16 I6 L SEMI -RECESSED PAPER 9 15 TOWEL DISPENSER BOBRICK 8-359 2 SURFACE MOUNTED PAPER EDGE OF WALL 3 — — 3 3 16 TOWEL DISPENSER BOBRIGK B- 62 36" GRAB BAR BOBRICK 8-6806 X 36 SATIN - -- - - - - - - FINISH WITH SNAP FLANGE 13 4 5 13 42" GRAB BAR 50BRICK B-6806 X 42 SATIN FINISH WITH SNAP FLANGE 20 20 20 20 WALL MOUNTED SOAP BOBRICK 8-155 DISPENSER COUNTER MOUNTED SOAP � z 0'� t BOBRICK 8-8221 j` OPEN iv Q TOILET g 1 OILET TOILET DISPENSER E SCALE: 3/9" I'-0" RM 105 t 10b SCALE: 3/8" 1'-0" RM 105 t 106 O SCALE: 3/8" I'-0" RM 105 < 106 WALL MOUNTED MIRROR 505RICK 8-165 1824 15 CLEAR MIN G tj LE R � N � _ SURFACE MOUNTED TOUCH BOBRICK 8-1811 WOBUTTON HAND DRYER COUNTER MOUNTED SINK H.C. URINAL 2 4' STONE BACKSPLA04 &TOM CO NM'RTOP, BOBRICK 8-353 RECESSED FEMININE NAPKIN PREPM TO RINISN SCAMP. DISPENSER EDGE OF WALL EDGE OF WALL 2 0• W OTOW APRON. SURFACE MOUNTED FEMININE BOBRICK 8-210 NAPKIN DISPENSER / RECESSED DISPENSER 50BRICK 8-3013 ---- -- TOILET -SEAT -COVER 12" 42" b" 36" / i {RECESSED 24" �\ i� - - ......_ / DISPENSER FACIAL TISSUE BOBRICK 8-355 GRAB BARS GRAB BARS \1 T/ I _ 14 15 PREFAB SHOWER STALL l•OER rlouNT em c NM II 11 WNPRAL NOTES f CMG CRAWINGA. PLI m � 31 ---. .,9 \ 2 z FINISH FLOOR 18 FLOOR n \ Y0 1. FOR TYPICAL H.C. SIGN MOUNTING DETAIL, SEE DETAIL A/Ale C = 6' CLEAR r = \ --- 2. FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL B/Ala MOP— MBULATIONIGT \ -- 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL N.C. WATERCLOSET N.G. WATERCLOSET C/AIe FMISFIED FLOOR NOTE: I. TYPICAL MOUNTING HEIGHTS UNLESS OTHERWISE NOTED 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 2. THE FLUSH VALVE MUST BE LOCATED ON THE APPROACH - 5. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS SIDE OF ANY ACCESSIBLE WATER CLOSET REFERENCED IN THIS PROJECT MOUNTINC-8 r-IE IGHTS VANITY DETAIL 8 TOILET O TOILET SCALE: 1/2" = I'-0" SCALE: 1 1/2" ■ I'-0" O SCALE: 3/8" • I'-0" RM 105 t 106 SCALE: 3/8" ■ I'-0" RM 105 t 106 REVISIONS BY CLIENT/0%TRACTOR 2 DC 03. 18. II ._. E o u I • �� • "r 5u oo ._ tO o �r M (d� C bu L+. ._. Q L N '5 E w . N r a N o tD u cO Q E r�- Q rn N .. / to LL ~~ I to 0 N ti N Cn . ✓ ti N �1 1 L a 00 > o N 0 R o � L Q. N U_ Z o J � .U °' U) N C t` M O _J 7 WQN-° v U �- •L V) 0 O O L �+- Q W aN V) 0 Q u-) O Q 0 >' a0 .0 r� a 0- N N O _J Lim Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZP Job: 09-45 Sheet Ale WTrojccts\Projccts 2009\0945 - FMC - ZH ASC Expansion\ MkFV.02',Architectural\A0Iet'g - TOILF.T.dwg, 3/21/201 11:44:43 PM, DC I _ i 11M•-11 1 C 1 191 " 1 __ I I I 1. ._. ..II a I f! 11 ! I 4 I I I I I I :I. .1.—.'! •_ I I I I- _L II 1!- l" •1101"1 1.. ?­,W 1.1 "I II 111"1I'll ISRIIR 1"I '.IIr1p411 1 F'11 nl.1 1 11 11_ 11 !1 t 11' '! r itr wr-'. uu I - I 11 ...- I. 5'-611 'v CLEAR 0i ® O I CLEAR �'-10" - I I 44 36 I I I I I I I I cn i Il/Alf i I'_011 I is 7- B - QTOI ET / 0,11 18 � ,a- f ILETI II -_ �� _ � - OL i 13 UF� --� 91 UQJ I I 31 61 .4 0 Q MIRR 1 31 ®W 11 3 MIRR. 11 t W . W 3 (oil �9 w 10/Alf .4 10/Alf t ! w U 14 u U `� 11 14 U 1 FEMALE 411 31 _ 1 CI-IANGING� 6 - - 129 - - - - o ENLAR3ED SHOWER/ CHAWGM ROOM O O °� --- -- 0 - F I 31 F --- -- 1 31 l 6 6 ` �0 Il IO//A 14 - OL 10/Alf 14 A Q 1 Q 0 .4 .9 w w i 3 !t T�ILETi 3i u 3'-011 51_611 t%ILETi u u Q V1 Q 13 I II 13 � 61 1� 1 11 11 a MI i _ TOL 5/ if Q 18 yQ i 18 I I - -- `- ----- `r -J L-- - 19 ---- -8 +� - t_-p� - 1 '-' rf 44 3(92 r I z — II 11 I'—Im" 0 ll� CLEAR I ,_/ II 11_gll ---- ; V MALE 411 L CI-IANGM ---- i 132 1 I ENL,4�xED TOILET z ENLARGED TOILET ,� E1�iLAR3ED SHOWER / C1 AW-sINGrt ROOM O SCALE. 3/8 - I -0 SCALE: 3/8 O B �..... _. ._.._ ................Ale / _./ ... g TOILET TOILET TOILET o SHOWER / CHANGING ROOM E SCAL : 3/8" - I'-0" RM 121, 128, 130 t 131 SCALE: 3/8" ■ 1'-0" RM 121, 128, 130 t 131 O SCALE: 3/8" ■ I'-0" RM 121, 128, 130, 131, t 164 8 SCALE, 3/8" - I'-0" RM 12S E 132 a o / 41 / 14 / 11 / I EIZ O TOILET SCALE: 3/8" - I'-0" Im TOILET RM 121, 126, 130, 131, t 164 SCALE: 3/8" - I'-O" 42 O SHOUTER / CHANC�INGs ROOM RM 121, 128, 130, 131, t 184 II SCALE: 3/8" = I'-0" o SwOU�ER / CHANGING ROOM RM 121, 128, 130 t 131 IZ SCALE: 3/8" - I'-011 RM 129 t 132 KEYED NOTES ElLAVATORY IN APRON TYPE VANITY �2 WALL HUNG LAVATORY - SEE PLUMBING DRAWINGS �3 H.G. WATER CLOSET - SEE PLUMBING DRAWINGS DSTANDARD WATER CLOSET - SEE PLUMBING DRAWINGS E5 URINAL - SEE PLUMBING DRAWINGS a6 36" GRAB BAR a42" GRAB BAR ElCOUNTER MOUNTED SOAP DISPENSER a9 WALL MOUNTED SOAP DISPENSER 10 SEMI -RECESSED PAPER TOWEL DISPENSER II SURFACE MOUNTED PAPER TOWEL DISPENSER 12 SEMI -RECESSED TOILET TISSUE DISPENSER 13 SURFACE MOUNTED TOILET TISSUE DISPENSER 14 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 1'-0" A.F.F. - MATCH WIDTH OF VANITY 15 WALL MOUNTED CHANNEL FRAMED MIRROR 16 PIPE INSULATION KIT Il 60" DIAMETER TURN AROUND IS 30" x 48" CLEAR FLOOR SPACE 19 60" x 60" CLEAR FLOOR SPACE 20 TOILET PARTITION 21 UPPER CABINETRY - SEE INTERIOR ELEVATIONS 24 LOCKERS 23 ELECTRIC HAND DRYER 24 PREFAB SHOWER STALL - SEE PLUMBING DRAWINGS 25 SHOWER STALL 26 MOP SINK/ FLOOR SINK 21 WATER HEATER 28 TOWEL BAR 29 TRASH RECEPTACLE 30 6" m HOLE WITH TRIM RING 31 HC SIGN - SEE DETAIL A/Ala 32 RECESSED DISPENSER TOILET -SEAT -COVER 33 RECESSED FACIAL TISSUE DISPENSER. 34 STANDARD ELECTRIC WATER COOLER - SEE PLUMBING DRAWINGS 35 H.C. ELECTRIC WATER COOLER - SEE PLUMBING DRAWINGS 36 BUILT-IN BENCH - SEE DETAIL I/Ale 31 SOLID SURFACE APRON TYPE VANITY WITH INTEGRAL SINK - SEE DETAIL 2/Ale AND FINISH SCHEDULE 38 FLOOR DRAIN - SEE PLUMBING DRAWINGS 39 SHOWER GRAB BARS TO BE INSTALLED TO MEET FBC 40 36" x 60" CLEAR FLOOR -SPACE FOR HANDICAPPED SHOWER 41 DOOR SYSTEM - SEE FLOOR PLAN 42 OPEN BEYOND 43 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL 5/Ala 44 CLEAR PLASTIC SHOWER CURTAIN WITH SPRING ROD AND ALL ACCESSORIES 45 STONE TOP. SEE ID DRAWINGS 46 48" x 66" CLEAR FLOOR SPACE TOILET ,ACCESSORIES ACCESSORY SPECIFICATION SEMI -RECESSED TOILET BOBRICK 8-661 TISSUE DISPENSER SURFACE MOUNTED TOILET BOBRICK 8-685 TISSUE DISPENSER SEMI -RECESSED PAPER BOBRICK 8-3513 TOWEL DISPENSER SURFACE MOUNTED PAPER 505RICK 8-262 TOWEL DISPENSER 36 GRAB BAR 50BRICK 8-6806 X 36 SATIN FINISH WITH SNAP FLANGE 42" GRAB BAR BOBRICK 15-6806 X 42 SATIN FINISH WITH SNAP FLANGE WALL MOUNTED SOAP BOBRICK 8-155 DISPENSER COUNTER MOUNTED SOAP BOBRICK 5-6221 D 1 SP£NSER WALL MOUNTED MIRROR BOBRICK 8-165 1824 SURFACE MOUNTED TOUCH BOBRICK B-1811 nOO BUTTON HAND DRYER RECESSED FEMININE NAPKIN BOBRICK 8-353 DISPENSER SURFACE MOUNTED FEMININE BOBRICK 8-210 NAPKIN DISPENSER RECESSED DISPENSER BOBRICK 8-3013 TOILET -SEAT -COVER RECESSED FACIAL TISSUE BOBRICK B-355 DISPENSER PREFAB SHOWER STALL GENERAL NOTES I. FOR TYPICAL H.C. SIGN MOUNTING DETAIL, SEE DETAIL A/Ale 2. FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL 5/Ale 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL C/Ala 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 5. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS REFERENCED IN THIS PROJECT REVISIONS BY .f r E r o �. Co M @! z E c�7N1 LQ N _., • o ro u � it ¢ E O = x .cnw `_. a E, o 0 • t cN� r— ✓ ti N 1 e 1-i a P!I N O __-`- 'V O • Q 0 o s C1, U_ C J IL 14 o •N U � v M M � J 3 � x x Q to o � w U •� N O O L I.L. Q W vi 0 Q s M 0 ()o t 0C •-- M N C L IV O J LL. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZP Job: 09-45 Sheet A 1 if H:\Projects\ProJects 2009\0945 - FMC - L11 ASC Expansion\CD\RFV,02\Architectural\A01cl'g - TOILET.dwg, 3/21/2011 1:44:27 PM, DC 1 Kip NOTES ElLAVATORY IN APRON TYPE VANITY E2 WALL HUNG LAVATORY - SEE PLUMBING DRAWINGS ElH.G. WATER CLOSET - SEE PLUMBING DRAWINGS EDSTANDARD WATER CLOSET - SEE PLUMBING DRAWINGS 10'-II" 4" l'-l" E5 URINAL - SEE PLUMBING DRAWINGS CLEAR CLEAR El 36" GRAB BAR a42" GRAB BAR + a8 COUNTER MOUNTED SOAP DISPENSER 31 E9 WALL MOUNTED SOAP DISPENSER TOILET \`` 6'-0" 10 SEMI -RECESSED PAPER TOWEL DISPENSER PATIENT CLEAR II SURFACE MOUNTED PAPER TOWEL DISPENSER 04ANGE M RR. 0 12 SEMI -RECESSED TOILET TISSUE DISPENSER 31 I 120 316 \ Il (Q le ' dl i -_ 'v 13 SURFACE MOUNTED TOILET TISSUE DISPENSER 14 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 1'-0" AFF. - \ r f MATCH WIDTH OF VANITY Q IS - -- -- ____� Q -13 y 15 WALL MOUNTED CHANNEL FRAMED MIRROR 16 PIPE INSULATION KIT f----- --------- W 3 4E, II li I i0 2 U 6 �� Il 60" DIAMETER TURN AROUND / STAFF 4/Alo IS l I I STAF� 0 `\ 1/Alf 11 ( _ W_ M Q 18 30" x 48" CLEAR FLOOR SPACE TOILET fit' , 15 13 I ____ 1 15 -1 F l_ - - - - - - - - - - - - -I 11 9 - TOILET T— 18411 MIRK \a_ 9/Alf 19 w r J U 19 60" x 60" CLEAR FLOOR SPACE 0 Q - 119 i1\ u1 MIRR 11 3/A1g ^� F' '\/_- 20 TOILET PARTITION ' U I Ale -- Q 2 (Q 3 \\ `� ------I �i 6 5/A19 u MIRR .9 -- - 15 U 21 UPPER CABINETRY - SEE INTERIOR ELEVATIONS �;, _ - --- J13 II co 2 �9 IS _ `` - 22 LOCKERS 23 ELECTRIC HAND DRYER - - - - - - - J _ 24 PREFAB SHOWER STALL - SEE PLUMBING DRAWINGS _. 25 SHOWER STALL --------- -.--- ------ _ 31 26 MOP SINK/ FLOOR SINK. 21 WATER HEATER 28 TOWEL BAR 4'-3" b'-8" �'-3"L L 29 TRASH RECEPTACLE 4n CLEAR b�� 30 ro" m HOLE WITH TRIM RING „ �' 6'-0" CLEAR 31 HC SIGN - SEE DETAIL A/Ale ' 10'-111, CLEAR 32 RECESSED DISPENSER TOILET -SEAT -COVER 33 RECESSED FACIAL TISSUE DISPENSER 34 STANDARD ELECTRIC WATER COOLER - SEE PLUMBING DRAWINGS 35 H.C. ELECTRIC WATER COOLER - SEE PLUMBING DRAWINGS 36 BUILT-IN BENCH - SEE DETAIL I/Ale 31 SOLID SURFACE APRON TYPE VANITY WITH INTEGRAL SINK - SEE DETAIL 2/Ale AND FINISH SCHEDULE 38 FLOOR DRAIN - SEE PLUMBING DRAWINGS 39 SHOWER GRAB BARS TO BE INSTALLED TO MEET FBC 40 36" x 60" CLEAR FLOOR SPACE FOR HANDICAPPED SHOWER a ENLARS;E0 TOILET O ENLA4i EP TOILET SCALE: 3/8" = I'-O" SCALE: 3/8" I'-0" 41 DOOR SYSTEM - SEE FLOOR PLAN 42 OPEN BEYOND 43 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL B/Aie 44 CLEAR PLASTIC SHOWER CURTAIN WITH SPRING ROD AND ALL ACCESSORIES 45 STONE TOP. SEE ID DRAWINGS + 46 48" x 66" CLEAR FLOOR SPACE TOILET ACCESSO,.. IES f. 43 � ACCESSORY SPECIFICATION 15 B SEMI -RECESSED TOILET TISSUE DISPENSER BOBRICK 8-661 � 41 Ale SURFACE MOUNTED TOILET TISSUE DISPENSER BOBRICK 8-685 li 2 SEMI -RECESSED PAPER TOWEL DISPENSER BOBRICK 8-35CJ \ 16 3 ACE MOUNTED TOWEL DISPENSER PAPER BOBRICK 8-261 36 GRAB BAR BOBRICK 8-6806 X 36 SATIN FINISH WITH SNAP FLANGE 13 42" GRAB BAR BOBRICK B-6806 X 42 SATIN FINISH WITH SNAP FLANGE WALL MOUNTED SOAP DISPENSER 505RICK B-155 COUNTER MOUNTED SOAP DISPENSER BOBRICK 8-8121 0 TOILET' a TOILET O TOILET I' SCALE: 3/0" -0" RM 119 ! 120 SCALE: 3/8" = I'-0" RM 119 4 120 SCALE: 3/8" = I'-0"RMR 119 4 120 WALL MOUNTED MIRROR 50BRICK B-165 1814 SURFACE MOUNTED TOUCH BUTTON HAND DRYER BOBRICK 8-1811 *BOO RECESSED FEMININE NAPKIN DISPENSER BOBRICK 8-353 SURFACE MOUNTED FEMININE NAPKIN DISPENSER B05RICK 5-210 RECESSED DISPENSER TOILET -SEAT -COVER BOBRICK 8-3013 - RECESSED FACIAL TISSUE DISPENSER BOBRICK 8-355 15 PREFAB SHOWER STALL CIENER"L NOTES 43 qie 13 _ 16 9 4 I I. FOR TYPICAL H.C. SIGN MOUNTING DETAIL, SEE DETAIL A/Ale 36 6 2. FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL B/Ale 3 3, FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL ---- C/Ale 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 5. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS REFERENCED IN THIS PROJECT OTOILET O TOILET SCALE: 3/8" = 1'-0" RM 119 4 120 SCALE: 3/8" • I'-0" RM 119 4120 NNW REVISIONS BY . _. E � g UUn ► x - 'L L • • L n 00 a' �o - c1-0 M @1 �.. c w o �v C n — s E E w N �� • o � cC o , L Q E Q m � N �-" ESN o v � N Cn tb t` r� t- N ti a h a_ a� 00 CD N o a a� C U_ Z O N � O .M N C M M o J x Q � cn C,w U •O } N W o Q 'v S N ` N O Ma"'C LO •— 0 O o A CO -C M d a� CL � N O J I.1.. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZP Job: 09-45 Sheet Alg I I:\Projects\Projects 2009\0945 - FMC - ZH ASC Expans ion\CD R1-V.u2',Architectura1\A0Iefg - TOILETAwg, 3/21/201 11:44:14 PM, DC 61' -4" 45'-II" 46' -0" 15'-4" 3'-4" 3'-4" II'-4" 12'-l" 4'--P l'-6" 12'-0" 4'-II" Il'-4" 6'-/T11 rr 11 2 I 6b A6a _-. _. [E =7 EXTERIOR im II 1; I 16' 2 2 1 GENERATOR (V / MECHANICAL/ vORT'1AL EI"IERGENC," VACUUM ^OWER POWER 142 u STERILE SUPPLIES 136 CLASS 'C' OR u3 CO RRI DOR 154 EAST ENTRY 153 \l l BREAKROOM \,. JAN. I 156 CLEAN _ WORKROOMCLASS 'C' OR STERILE PREP 144 EQUIPME 131 STORAGE Is1 r C15 O - / W J W GENERAI 0 v EQUIPME STORAGI 190 CLASS 'C' OR iv 146 }..t SOILE[; ! 1 5JRGICAL WORK - COORDINATOR Cl ROOM (t{{ OFFICE I 136 1f 149 r-� _ VESTIBULE PRE-ADM15510t 135a STERILE CORRIDOR I; NURSE OFFICE — 17 MED PREP/ ..}.._„,...._._. _..1...t MED STOR, ---- - r ` SOILED / � HOLDING 134 v. 9 135b--..—-.._J 135C I I FEMALE CHANGING 29 m I = ro EXISTING TRAINING 156 Lj EXISTING WORK AREA I,® tCE w EXISTING CORRIDOR W n n 7 / N J1 I� EXISTING EXISTING OFFICE OFFICE OFFICE U LOSET 163 164 2 Ill W T q 1 7 7 MALE .,_ , / ' 132 :� x�---fix ---TxT Txq --- TxTFx . �.---...._._ TOILET / _.. ..4 .x...l..... JAN. i / / / / A .j 124 / i TOILET SOILL.ED EXIT PASSAGE EXISTING ExiT ACCE55 CORRIDOR 130� 125 EXISTING ExIT PASSAGE �_ t`x \F. ...... —.,C ROOMF'` — ELEC. k 1,3 I f 1 x x �q W _._ a� i - _ e ✓ e T GENERAL � <j EXI571NG PROCEDURE DIRECTOR OF I STORAGE \_ PROCEDURE \ / NURSING OFFICE IJ - BUSINESS F - 116 Q n6 CLEAN GEN. N OFFICE/ .. _ ` LINEN STOR I ._ ...� r.................._........` .___.' MEDICAL OFFICE - 1 X RECORDS W q ,. I 1a, 5UPERvI OR mil( VI80R 1 x R / A OFFICE OFFICE __T.„„ ELEG. 1 G EXISTING CORRIDOR - 1124 112b 115 EXFANDED RECOvER7 x \\ EXISTING CORRIDOR 1a5 I� x I EXIT _PASSAGE �_---; ,m .. .... k. I , um _J - - c .1 ..,, 5COPE x IL yY-x\I x I ROOM _ _ EXISTING CONSUL- PROCEDURE OFFICE PROC _ na Its `f M CONFERENCE TRAINING g : ....x STAFF I:.. LOUNGE �� 'y I®, TOILET i SOILED ADMITTING 3 lit Tr�G - -- Ott �.!� w ffi EXISTING GORRIGOR ; r-r - � �/%✓ �. -� r1 � OUTPATIENT `'� /,,. I \ ;7 F---" 411W.F RY 1 l,RRY t L 5'-01, 3'-4" klili!) (�-), Q) �!j Q) ODIMENSIONED FLOOR PLAN SCALE: 3/32" ■ I'-0" rr r---1 L NEIRM DIMENSION PLAN NOTES I. THIS PLAN 15 FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE U.N.O. 3. 5" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARGF41TECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS KEY PLAN REVISIONS BY i r �• E C v. � , L V r • 4.. � � v = M @1 a�p� A � r } x E 7 E LL N in C, - 0. C'1 �r • � � co iv ^' �I Q E ti Q Q) L CV lr �--� E 'o` N . ti i .ter M or; ti N \ 1 r 1 n. 11� N- z m._t- _— Ci �zzw �a o O CC) o � 0 CQ on r ✓ O � O � � C U o � U °' <n V) L M C O M _J Z3 aQ °-o x v w U .L O O U 0 —y — Q W 0 Li 0 MEvi W N Q M L O � 00 CL a� N O LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A2a H:\Prujecls\Pro,jects 2009\0045 - FMC - ZH ASC F.xpans ion\CD\REV.n'-\Archi tecturllW02a - DIM.Awg, 3/21/2011 1:43:47 PM, DC r so .. 8" U i� 1 I 0 I I I I I I 20' - I" I I Z 3 3.1 0 O CONSULT - OENLARGED DIMENSIONED FLOOR PLAN SCALE: 1/8" = P-O" rug.. 1q, DIMENSION PLAN NOTES I. THIS PLAN 15 FOR DIMENSIONAL PURPOSES ONLY 2, FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR Co" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE U.N.O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMEN510NED TO CENTER OF WALL, U.N.O. 4- GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK 15 IN PLACE PRIOR TO FRAMING ANY WALLS KEY PLAN x REVISIONS BY cc Co n U tU. I • � GJ • N i � r- ►--r cy = E E L� N in td , �. • o U Q E • ti Q L y. hl t• "-� n o \1 M ~ m N 1 C s ' a i! p W - -_�II v �E�rs.va xZM r_> �E:., o Oar x � I on >v N o m Q 0 V � a aD Cn 0 n U Z C J cV O .0 � � � M o .J a x Q � o N o w U .L U Q —y L LL- < o :E M -0 — 0 < M 0 °0 J- 0 ►4) a a a) N O J Ll- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A2b H:\Projects\Projects 2009\0945 - FMC - 7.H ASC Expansion\CD\RF.V.02\Architectural\A02b - ENLAR(JED DIM.dwg, 3/21/2011 1:43:27 PM, DC DIMENSION PLAN NOTES I. TH15 PLAN 15 FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE U.N.O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT 15 G 4•j COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY X 22 -II WALLS f % 1 / e : I 2 / C I , / _ i _ '`., rob .; •' . ' •.: .. :,.. ! .. _' ...:I .. /' / / / i e. / s , d .e Troia ea,er _ ...._.___.__�___.._. ...........__..._._..... w.....:�:..•._.•,....,... ..._._......_...._.... .......:.......... ..... _.._.._...... ..«_.... - ., :_,.._.....-m_:.:— 3....._..._.. , I. , i / o i / - Fi 1 - ....._....._....._.. ..... ..... . ..... .......... . .......................... ................ ._............ -- EXTERIOR.: lL7 . .... t GENERATOR 2 I , \�- i,r,..a..>< A6h EXTERIOR a / i AREA .............._.. .r._._._.......................... MEDICAL GAS AREA li*M_ - 0 .. o :a4 } - / ... ° ..° ..........._� i o;°•<• vabo _ 1 ' CORRIDOR ' ; / / � ' i / / 64 r°z8a?a 81 `� 4„ I b „' - -__ _...................._......._ . __.._. x9 EAST ENTRY / 153 o o ............ Vob�rs�y� STERILE Ill SUPPLIES —ri 9odb� 30 tf CLASS 'C' OR - r , 8r ° 152 — I I EXISTING I A TRINNG ' o •Ooe •ee: r � I F I I i. /Z — a (A n — -- 12 -1 24 -4 10 -4u _ EXISTING EXISTING / TOILET TOILET O d1 5b EXISTING i I 5 3S I it JAN (0 ' 4u - II' _ °� 1°� I 15l I �1 % r' I. '`I /� i'•l' / j / i/, r' ram. I , I CLEAN � _ ° o1••OSj 0 - I EXISTING WORK arse UIORKROOM/ Q CLAW G' /gyp / / 1 C.L OR T 1 EXI SIN G 1 AREA STERILE RE / :oy R LE b - °4 eS _ I OFF GE 144 / PREP EQUIPMENT ,> S 131 STORAGE - xj,/ E I i — oe ° / !` �...71 CA ": i•°Q •h° _6 21 1 EXISTING CONFERENCE EXISTING GENERAL � ROOM _ - STORAGE / /.- / / ;. A"A", / .°°.°.: aS:o -�26" c0 Y EQUIPMENT _ 11 - STORAGE ° CLASS 'C' OR �' ! -�' 145 2�0'-4" (A IO'-4" 12'-2" EXISTING U ?/ -..._ COMPUTER = ROOM SOILED SURGICAL WORK COORDINATOR EXISTING CORRIDOR `r Q' ROOM OFFICE 61 X »oo n u 149 - • i o, i e: 3 e°rd o8g 1 _ '`Li , r r I L,,, i u u n — ( W e° 3'-a° 5 -4 10'- 5' 4'' 12'-I i I I j f EXISTING EXISTING FF O ^^..., VE TIBULE I fT per- I. ��T OFFICE OFFICE 1� _ = °. U I STERILE CORRIDOR NURSE OFFICE 163 164 ° -- -- - = i ho o°d Z /� JJr - MED P/ I �7"\ TC` - - _._.,.. .___. N "•I.1 _ •II —------- G M1=D \ / _ r I �r � W --r', ,1. .....a..� Tr ±"e• - _ I `•1 �� 133 _.._ I .— -r— I �/V L / \. i' _„ ..... \ ' __.i \ 1 I — ._ 1 ,_. _, I V V I \/ i i /\ b-' --_., w I l 0 ENLAR3ED DIMENSIONED FLOOR PLAN SCALE: 116" = 1'-0" KEY PLAN rw REVISIONS BY :3 n a lu M @! on Qn o $ — ' , n N o i ¢ E � -- E cj ti cr CV r_ ., CJ Q �o�a�') �F���'• r+ z �n d CQ �� II Q Q a� n, . s J N O Q' C) o p Ln '7 U Z ('4 C _J d_ o U Lr) � M � v J � a Q N v X -0 w U_ c O 0 L N LL_ Q LtJ v m V t 0 O Q M L O 0 NO L. _ NO Q CL N N d J Lil- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A2c I I:\Proiects\Proiect.s 2009\094s - FMC - ZH ASC Expansion\CD\RLV.02\Architectural\A02c - ENLAR(iED DIM.dwg, 3/21/2011 1:43:08 PM, DC 4 11 / / --- i -- - - - - - _- r iLJ L . ........ , , f(( jfF . w..................,.A • : ' .. .. 11 - - ...........�-. � . � k ,....... / to%nge;e m»o aeoe n o II i «»n« n«+n a n n mane a ne o ... ,„..^.... .... .... .m, .....„.. c.>nm ... ...,-_ ..._ .... __..-_ « o .a„• exnkm".">"n•a".^n•e ( ^ns$x�°„•8»R \ � 'r1 // ^,5 � R aka.,. a„ � {k ; .... _ ...... m anon.".•«aan.ee k Pa« ka a \ j(! Ilj k k . k (Ij" _ _ _� � _ _ %/.. _..., y ,�� (.::..._ __ . _ . _ ... ... ... ... .. �. _..c-_-_J ..-..__......_.._..___"_" i_,.._-.......J _.... 4«na"n".•.".b .•." I___:_...� (,,, ., , ., _._�Lt..... . n . ...�..,.... 1... � « i v,h ° / — � _ . _ .......... r ...._...... "".. r -- 811 PxnC RkiR«kahxa O'b"'6'C�!' nh Sj.♦..��. ,' 911 ' I�f b a ° °ka°..a°n•• l + bns kao sRRRsax;z;asR,Rsos;R s x I .. °"R •°"°an a n 81-$11 4" 10'-811 I11 V-S" " Ib" v 1 r 0 4" 4' 0" 6'-O" xR nRR3;,RkR;Xsnzn,�psR-'� s•z:?ssasn?.°t$o'Yn aR^° °RaxR�3k€•R says„xi�ss�� 'a"� _ � I iR ,. R n„3na+R ank ^a k °Rga°� on t e v « I v _.: ..... . .. ..... LL11 GIN 1111�111� �� Vol , ........_. . . .. ..... ........ ..... . : -.......... -1 _: _l (= —1 O1=-NLAi;?Xz-1=-0 DIMENSIONED FLOOR PLAN SCALE: I/8" -- 1'-0" DIMENSION PLAN NOTES I. THIS PLAN 15 FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE U.N.O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, UN.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT 15 COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS KEY PLAN REVISIONS BY E 1 u r � I , L U I • � • N 00 6 M d(J u- �~ ¢ n � a1 ��. C b C � R7 N = E uJ f, •� m U � L ii ¢ E Q rn L �• N ^ / to L - �f , •^ cm E'-- G N M ~ 1n ti N ' C zCn"cE, Auo ~ zz� �a-1 Q Q N co N Q � Q C � y 0 U Z N C:J Nt � � M Cr v J � a Q x co v —p Ld V 'L 0 0 N LLJ 0 i � a) 0 Q M :Ea o ao -C O � 0 CL IV O J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A2d 11:\Projects\Projects 2009\0945 - FMC - Z.H ASC Expins ion\CD\REV.02\Architectural\A02d - ENLARGED D1M.dwg, 3/21/2011 1:42:52 PM, DC 0 4" 4' 0" 6'-O" xR nRR3;,RkR;Xsnzn,�psR-'� s•z:?ssasn?.°t$o'Yn aR^° °RaxR�3k€•R says„xi�ss�� 'a"� _ � I iR ,. R n„3na+R ank ^a k °Rga°� on t e v « I v _.: ..... . .. ..... LL11 GIN 1111�111� �� Vol , ........_. . . .. ..... ........ ..... . : -.......... -1 _: _l (= —1 O1=-NLAi;?Xz-1=-0 DIMENSIONED FLOOR PLAN SCALE: I/8" -- 1'-0" DIMENSION PLAN NOTES I. THIS PLAN 15 FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE U.N.O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, UN.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT 15 COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS KEY PLAN REVISIONS BY E 1 u r � I , L U I • � • N 00 6 M d(J u- �~ ¢ n � a1 ��. C b C � R7 N = E uJ f, •� m U � L ii ¢ E Q rn L �• N ^ / to L - �f , •^ cm E'-- G N M ~ 1n ti N ' C zCn"cE, Auo ~ zz� �a-1 Q Q N co N Q � Q C � y 0 U Z N C:J Nt � � M Cr v J � a Q x co v —p Ld V 'L 0 0 N LLJ 0 i � a) 0 Q M :Ea o ao -C O � 0 CL IV O J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A2d 11:\Projects\Projects 2009\0945 - FMC - Z.H ASC Expins ion\CD\REV.02\Architectural\A02d - ENLARGED D1M.dwg, 3/21/2011 1:42:52 PM, DC G EO 0 m OE - 0 O I@ A 2 29 X.. / ell ERIOR2 ExT% / GENERATOR ,p / AREA ExTFRICR t� ///���\ /( uj zJu $2 T / / / �.- t ; f a / FA ✓ , ,;;� ILE .; .i� i• ® � QUI E T I 1.m I .'/, J.' ':/ j'i %/''�✓ .^r /' / :., /' // i / _ 1 / r iffli, u --- i i -. ERENCE E x;ST1 G r c .n Y I / , , i i' , ' f0 J / i i I R57 Ld 5 ILE OMPUTE :.. :. `F,. ® -,. " RK � _r- ' 00 GI I n :..„:_.... -- _.......-, T � ,', /,' if / - /•' //' / ///� ' /t/ • .,: OM .. E ® I I I \ lee'. I �I ! /'' / / - z , J 36 r , ET \ ® ® E'NlstlnM,� ExIST+NG ii • - ® 7ELE f/ 91 I �'• ME ' 114 �__N A I =, A LINE fl I-E -- / / I I $T T T lei 4— H7, ® 5 ILE ® )=kIID';/ r r• r // — _ E A$ 3 STING EXIT ACCESS CORROR TCI ET T ILE 1® NG - u _._ 1 EXISTING TO ,.. -U51 - I TORAG ® PROGEDL. ., URS NG FFI E � � FFI / I I d a I,b a , � .. i A _ N � • � ,, ,, E ICAl1 i E_ I -._-.- i-- 5•*.i - le, :a , - I %// '' j''' //' ' / %` , I N�� ® 5 PEf 5U E a.i. 2 - - R co ®'0 6C + - - a - - - 1 04- +n - .- N El D5Ox 7751E _oNSUL ROGEDUR • I® Ima •� L' ' C NFE EN __ - - - % ' i' �j • T o i / INI G b O O O O O' �'� `�N- T7 ET U I o -- - MITTINGt• L 9DI��G LJ X i I$TI G G RRIDO / % 9T IT Fig �� ... O . • . /%'r�'�1 nl rrdeTlSr.IT R /• / �I3 I . ,t , 1 ^ /' ® o. A I I I I I I I I I I I I I I 6e A6 f A& AE 1 3 3.1 4 4.1 5 6 8 9 1m I1 12 O O� O OOVERALL RMFLECTED CEILING PLAN SCALE: 3/32" = II-0" REFLECTED CEILING LEGEND r/4 EXISTING 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH _z..'ar 2' x 4' LAY -IN ACOUSTICAL CEILING TILES EXISTING 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT 5U6PENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION /can EXISTING RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EXISTING EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION EXISTING MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION EXISTING MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION EXISTING SPRINKLER HEAD - SEE PLUMBING FOR MORE INFORMATION NEW 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH 2' x 4' LAY -IN ACOUSTICAL CEILING TILES NEW 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES NEW G.W.B CEILING (SMOOTH FINISH) ` NEW ALUMINUM COMP051TE PANEL SYSTEM - SEE WALL SECTIONS NEW 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION NEW 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION q NEW RECESSED EMERGENCY CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION 0 NEW RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW CEILING MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW HANGING LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW 4' DUAL TUBE FLUORESCENT LIGHT, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE INFORMATION ® NEW EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION 9% NEW EMERGENCY LIGHT FIXTURE - 5EE ELECTRICAL FOR MORE INFORMATION ® NEW SMOKE DETECTOR - SEE MECHANICAL FOR MORE INFORMATION ® NEW EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION 19 NEW MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION ZI NEW MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION iG�Y�D NOTES OI OUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEvATION5 O2 G.W.B. WRAPPED DROP HEADER - SEE DETAIL I/A3e OG.W.B. WRAPPED FLUSH HEADER - SEE DETAIL 2/A3e OSTUCCO SOFFIT / CEILING - SEE WALL SECTIONS OCONTROL JOINT IN STUCCO CEILING O6 HATCHED AREA REPRESENTS NEW METAL COMPOSITE PANEL SYSTEM - SEE WALL SECTIONS ONO CEILING FINISH IN THIS AREA - EXPOSED TO STRUCTURE OCEILING ACCESS HATCH - REQUIRED SIZE TO BE VERIFIED �9 CHAIN LINK CEILING OVER EXTERIOR MEDICAL GAS AREA IO EXISTING CEILING THIS AREA - PATCH AND REPAIR AS REQUIRED II CEILING MOUNTED CUBICAL TRACK 12 NEW CEILING TO MATCH AND ALIGN WITH EXISTING CEILING 13 REWORK EXISTING CEILING AS REQUIRED FOR INSTALLATION OF NEW WALL SYSTEM 14 NO WORK TH15 AREA 15 SUSPENDED CEILING PANEL SYSTEM - SEE ID DRAWINGS 16 G.W.B. CEILING SUSPENDED WITH DRYWALL SUSPENSION CEILING SYSTEM BY "USG" GENERAL NOTES I. ALL CEILING HEIGHTS SHALL BE 9'-0" UNLESS OTHERWISE NOTED 2. INCREASE EXISTING FRAMED WALL AND G.W.B. HEIGHT AS REQUIRED IN AREAS WHERE A NEW CEILING SYSTEM 15 INSTALLED AT A HIGHER CEILING HEIGHT THAN THE EXISTING DEMOLISHED CEILING SYSTEM 3. SEE ID DRAWINGS FOR CEILING SPECIFICATIONS 4. SEE ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS 5. SEE MECHANICAL DRAWINGS FOR MECHANICAL SPECIFICATIONS 6, SEE FIRE PROTECTION DRAWINGS FOR FIRE PROTECTION SPECIFICATIONS KEY PLAN REVISIONS BY AHCA COMMENTS DC 03. 18. II CLIENT/CONTRACTOR A DC 03. 18. II I avi � U oo ._ co @J 6 L 'rram T C G • N 2 N u , it ¢ E ti Q rn v ti '• N > ti x o x � N -�. EILI OIn r� N � , a �1 H a ev _- }� Q � N > o CL I � U Z N � J � _ U L � •O N O M C NM 0 v J a Q N o -° LLI U O U L � Q Q LAJ o m :2 y v N u t 0 Q M L o o�_r L IM a a� CL IV 0 L_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A3a I1AProjects\Protects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.02\Arehiteetural\A03a - RCP.dWg, 3/21 /2011 1:42:32 PM, DC 0 RK - I I. U .•c - - - � 4"m IBC vE5TIB LE P ® t 5TE LE OR IDO I I C - — ME PREP/ 0 6 33 I„ v 5T. ® ' „ 5T x g, . F07 --- x g'' t F 101 'I 71- ® I 'I / / ® I I - M LE M14 E I N I I +. I � I ILET- m y 5 ® S�ILE� 9' X TOI ET ® i TOILE L k �5 121 ®I� ITFt!� 0 E - - - +it 0 --DIRE IRE TO - - io 6 Z Um 4 IL �r - K W 10 e .. U smi , ,.`immmik`2"iwmi► ism i • IIIIIIIIIIIIIIIIIN 1�■1 1� 101 CEILING TILES: ACT : ARMSTRONG, 24"44"x5/8" "CLEAN ROOM" CEILING TILES. REFER TO SPEC ON NI ACT 2: ARMSTRONG, 24"44"x5/8" REFER TO SPEC ON NI. PROVIDE IN REMAINING ROOMS AS SHOWN ON RCP ACT 3: ARMSTRONG, DECORATIVE SUSPENDED PANELS. "WOODWORKS", UNPERFORATED, ARCHED VENEER PANELS. MAPLE VENEER FINISH u / LINEN I I - X T ILE / I PATIENT C ANGE - Iz r- ---- l , Im E A5 3 ® — i' ExISTIN_ G EXIT ACCESS CORRIDOR �r ... � _--- Il2_-- \ ID a J^ P RO M EELE L TIN R OM tU �_._.__...,. EI I..�-_. , . - - Im I, _ EXISTING— URS NG FFI E II / �� 11 / 51 I n6 h 11 FFI I - - -,t -- ` � - E ICA I oFFI E I 0 .m�- e r 1 -- o .� I r Jun Te - —•- 6 -=-- - 6c b - 4S®t / ,_�\89-'m�-O�. Nr-I `� -=_ as��,I' - .. maX9®Z`1'' \''+! �, .® I• '\`L' %�V' I5 �SUOUE 2 _ThA8 TI�• <1xT 6 �I. /✓///��� ��' . _ l IIrIIIII �IF. _-77 + E Ip0 - - — - �J--- K Rle EXIT PA64AGE Oct- Im ONSUL EXISTINP t C NFE EN 19 + -- I ---i O O O m1TTINC ®II - -+ Ell a F s® SURGEii' COBS > I-- 14. -EL-- PEP O AIRLOCK _ _T1 mO .+TOI ET ILE - 1. -•_ - - c — - L m 0 I • ..,.fi • .• .. ICI '. \�?,�� \ \�•_m • X\�'_� 0 0 0 4ttl ix i% 3 .. Ne,. •Aa �~..Au 03L a'•r ��<� ``all 1 L"I ® 3" �� �: \� . P.�L.. J-L I I -FL.1 I Fil I -FL. n xXxyXXx>. - xuS�uSZSc xxxx`xkx; b I I I I I I I I I I I I I I I O O o 3.1 M-I' I-m-I lLI-1 `-O Le `-G (D I I I I I I I I I I I I I I I I I I I �e AC�f A6 I I I I I I I I I I I I I I 04 G 0 0 0 0 4 oENLAR 3ED PARTIAL REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" REFLECTED CEILING LEGEND EXISTING 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH 2' x 4' LAY -IN ACOUSTICAL CEILING TILES EXISTING 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION EXISTING RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EXISTING EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION EXISTING MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION EXISTING MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION EXISTING SPRINKLER HEAD - SEE PLUMBING FOR MORE INFORMATION NEW 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH 2' x 4' LAY -IN ACOUSTICAL CEILING TILES NEW 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x ��^. { 2' LAY -IN ACOUSTICAL CEILING TILES ' J NEW G.W.B CEILING (SMOOTH FINISH) ® NEW ALUMINUM COMP051TE PANEL 5Y5TEI1 - 5EE WALL SECTIONS NEW 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION NEW 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION O NEW RECESSED EMERGENCY CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION o NEW RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW CEILING MOUNTED LIGHT FIXTURE -SEE ELECTRICAL FOR MORE INFORMATfON NEW HANGING LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW 4' DUAL TUBE FLUORESCENT LIGHT, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE INFORMATION ® NEW EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION R NEW EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION ® NEW SMOKE DETECTOR - SEE MECHANICAL FOR MORE INFORMATION ® NEW EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION I� NEW MECHANICAL SUPPLY REGISTER - SEE 01 MECHANICAL FOR MORE INFORMATION NEW MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION KEYED NOTES oOUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS oG.W.B. WRAPPED DROP HEADER - SEE DETAIL 1/43e oG.W.B. WRAPPED FLUSH HEADER - SEE DETAIL 2/A3e OSTUCCO SOFFIT / CEILING - SEE WALL SECTIONS O5 CONTROL JOINT IN STUCCO CEILING OHATCHED AREA REPRESENTS NEW METAL COMPOSITE PANEL SYSTEM - SEE WALL SECTIONS ONO CEILING FINISH IN THIS AREA - EXPOSED TO STRUCTURE OCEILING ACCESS HATCH - REQUIRED SIZE TO BE VERIFIED OCHAIN LINK CEILING OVER EXTERIOR MEDICAL GAS AREA ID EXISTING CEILING THIS AREA - PATCH AND REPAIR AS REQUIRED II CEILING MOUNTED CUBICAL TRACK 12 NEW CEILING TO MATCH AND ALIGN WITH EXISTING CEILING 13 REWORK EXISTING CEILING AS REQUIRED FOR INSTALLATION OF NEW WALL SYSTEM 14 NO WORK THIS AREA IS SUSPENDED CEILING PANEL SYSTEM - SEE ID DRAWINGS 16 GW.B, CEILING SUSPENDED WITH DRYWALL SUSPENSION CEILING SYSTEM BY "U5G" GENERAL NOTES 1. ALL CEILING HEIGHTS SHALL BE V-0" UNLESS OTHERWISE NOTED 2. INCREASE EXISTING FRAMED WALL AND G.W.B. HEIGHT AS REQUIRED IN AREAS WHERE A NEW CEILING SYSTEM 15 INSTALLED AT A HIGHER CEILING HEIGHT THAN THE EXISTING DEMOLISHED CEILING SYSTEM 3. SEE ID DRAWINGS FOR CEILING SPECIFICATIONS 4. SEE ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS 5. SEE MECHANICAL DRAWINGS FOR MECHANICAL SPECIFICATIONS ro. SEE FIRE PROTECTION DRAWINGS FOR FIRE PROTECTION SPECIFICATIONS KEY PLAN 1 r REVISIONS BY Q4HC4 COMMENTS 03. 18. II DG A2CLIENT/CONTRACTOR 0118. II DG •f . E c U v U � � L �� ro � v �CD c ccn ro = E Ew N N � N U c7 it d ti 3" ~~ O 2 ro V, E(IJ�� 0 r N ti « r- r� ti N � c ' a z rn-n Z Z U 0 a� d Q CQ O N O g O ..] d 0 0. U_ Z O f Ln NO a J � a N o X p Ld U_ {- •c O O Q W a In N Q M 0 Q 0 IV O Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A3b I I:\Projects\Pro,lects 2009\0945 - FMC - ZII ASC Expansion\CD\RF.V.02\Architectural\A03b - FNLARGEU RCP.dwg, 3/21/201 1 1:42:15 PM, DC r s -i 3.1 4.1 I I I I IN I ME w ; ■ ■■■SE • • it � ■■ O O 0 E it CEILING TILES: ACT I: ARMSTRONG, 24"x24"x5/8" "CLEAN ROOM" CEILING TILES. REFER TO SPEC ON NI ACT 2: ARMSTRONG, 24"44"x5/8" REFER TO SPEC ON NI. PROVIDE IN REMAINING ROOMS AS SHOWN ON RCP ACT 3: ARMSTRONG, DECORATIVE SUSPENDED PANELS. "WOODWORKS", UNPERFORATED, ARCHED VENEER PANELS. MAPLE VENEER FINISH r E EXTERIOR GENERATOR AREA ' LE i4� 14 4 4 /2 OMPUTE 01 t.J �-f TINi G ,y 14 I � — IFe�.��.1 13 ' T F-1 INOUE I INCISE ■ INN■■■� Imo- w ■ IRAMEN OENL,4�ED PAR I IAL REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0'' i�EFLECTED CEILING LEGEND EXISTING 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH 2' x 4' LAY -IN ACOUSTICAL CEILING TILES I EXISTING 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT l SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION EXISTING RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EXISTING EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION EXISTING MECHANICAL SUPPLY REGISTER - SEE �._ MECHANICAL FOR MORE INFORMATION EXISTING MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION EXISTING SPRINKLER HEAD - SEE PLUMBING FOR MORE INFORMATION NEW 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH 2' x _._ 4' LAY -IN ACOUSTICAL CEILING TILES NEW 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES NEW G.W.B CEILING (SMOOTH FINISH) NEW ALUMINUM COMPOSITE PANEL SYSTEM - SEE WALL SECTIONS NEW 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION �! NEW 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION o NEW RECESSED EMERGENCY CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION o NEW RECESSED CAN DOL.N LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW CEILING MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW HANGING LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION io NEW 4' DUAL TUBE FLUORESCENT LIGHT, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE INFORMATION ® NEW EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION ® NEW SMOKE DETECTOR - SEE MECHANICAL FOR MORE INFORMATION ® NEW EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION r NEW MECHANICAL SUPPLY REGISTER - SEE 1 MECHANICAL FOR MORE INFORMATION NEW MECHANICAL RETURN REGISTER - SEE MECHANICAL 01 FOR MORE INFORMATION KEYED NOTES 0 OUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEv,4TIONS 0 G.W.B. WRAPPED DROP HEADER - SEE DETAIL 1/43e OG.W.B. WRAPPED FLUSH HEADER - SEE DETAIL 2/43e OSTUCCO SOFFIT / CEILING - SEE WALL SECTIONS 0 CONTROL JOINT IN STUCCO CEILING OHATCHED AREA REPRESENTS NEW METAL COMPOSITE PANEL SYSTEM - SEE WALL SECTIONS ONO CEILING FINISH IN THIS AREA - EXPOSED TO STRUCTURE OCEILING ACCESS HATCH - REQUIRED SIZE TO BE VERIFIED OCHAIN LINK CEILING OVER EXTERIOR MEDICAL GAS AREA 10 EXISTING= CEILING THIS AREA - PATCH AND REPAIR AS REQUIRED II CEILING MOUNTED CUBICAL TRACK 12 NEW CEILING TO MATCH AND ALIGN WITH EXISTING CEILING 13 REWORK EXISTING CEILING AS REQUIRED FOR INSTALLATION OF NEW WALL SYSTEM 14 NO WORK THIS AREA 15 SUSPENDED CEILING PANEL SYSTEM - SEE ID DRAWINGS 16 G.W.B. CEILING SUSPENDED WITH DRYWALL SUSPENSION CEILING SYSTEM BY "USG" GENER#4L NOTES 1. ALL CEILING HEIGHTS SHALL BE V-0" UNLESS OTHERWISE NOTED 2. INCREASE EXISTING FRAMED WALL AND G.W.B. HEIGHT AS REQUIRED IN AREAS WHERE A NEW CEILING SYSTEM IS INSTALLED AT A HIGHER CEILING HEIGHT THAN THE EXISTING DEMOLISHED CEILING SYSTEM 3. SEE ID DRAWINGS FOR CEILING SPECIFICATIONS 4. SEE ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS 5, SEE MECHANICAL DRAWINGS FOR MECHANICAL SPECIFICATIONS ro. SEE FIRE PROTECTION DRAWINGS FOR FIRE PROTECTION SPECIFICATIONS BEY PLAN REVISIONS E3Y AHCA COMMENTS 03. 18. 11 DC CLIENTUNTRXTOR 2 03. 18, II DC t , E ' u r • ry 00 M @) i' fy an it ¢ v m = E — - Ew N � � a C\ • g cc Q 'C it ¢ E ti Q m r` • N p T ro ._. yo� ✓ r` N c z W1 HE+ 0 V]- J 0— �Zz04 045w _ W U C14 � 0 OC)g 04 O I � Q sr > o �I 0 0 1 M Q o a� a n O U Z N � J � o U �, Ln O O M O ) X O � -D LEI U �� O O �oL� Q li-J -o Q) L — 0 M O O LCL IV 0 LL Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A3c H:\Projec(s\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.02\Architectural\A03c - ENLARGED RCP.dwg, 3/21/201 1 1:41:46 PM, DC me .. OENLARGED PARTIAL REFLECTED CEILING PLAN SCALE: I/8" = V-0" 5 - FMC - ZI I ASC Expansion\CD\I(LV.02\Architecturi"03d - ENLARGED RCP.dwg, 3/21/2011 1:41:30 PM, DC REFLECTED CE IL INCH LEGEND . ,.. _ EX15TING 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH ACOUSTICAL CEILING TILES 2' x 4' LAY -IN EXISTING 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION EXISTING RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EXISTING EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION EXISTING MECHANICAL SUPPLY REGISTER - SEE . MECHANICAL FOR MORE INFORMATION EXISTING MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION „ EXISTING SPRINKLER HEAD - SEE PLUMBING FOR MORE INFORMATION f NEW 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH 2' x 4' LAY -IN ACOUSTICAL CEILING TILES NEW 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES NEW G.W.B CEILING (SMOOTH FINISH) NEW ALUMINUM COMPOSITE PANEL SYSTEM - SEE WALL SECTIONS NEW 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION NEW 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION ,Q, NEW RECESSED EMERGENCY CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION o. NEW RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW CEILING MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW HANGING LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW 4' DUAL TUBE FLUORESCENT LIGHT, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE INFORMATION ® NEW EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION NEW EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION ® NEW SMOKE DETECTOR - SEE MECHANICAL FOR MORE INFORMATION ® NEW EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION ®, NEW MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION !Zi NEW MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION KEYED NOTES OI OUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS OG.W.B. WRAPPED DROP HEADER - SEE DETAIL I/A3e OG.W.B. WRAPPED FLUSH HEADER - SEE DETAIL 2/A3e OSTUCCO SOFFIT / CEILING - SEE WALL SECTIONS OCONTROL JOINT IN STUCCO CEILING OHATCHED AREA REPRESENTS NEW METAL COMPOSITE PANEL SYSTEM - SEE WALL SECTIONS ONO CEILING FINISH IN THIS AREA - EXPOSED TO STRUCTURE OCEILING ACCESS HATCH - REQUIRED SIZE TO BE VERIFIED OCHAIN LINK CEILING OVER EXTERIOR MEDICAL GAS AREA 10 EXISTING CEILING THIS AREA - PATCH AND REPAIR AS REQUIRED II CEILING MOUNTED CUBICAL TRACK 12 NEW CEILING TO MATCH AND ALIGN WITH EXISTING CEILING 0 REWORK EXISTING CEILING AS REQUIRED FOR INSTALLATION OF NEW WALL SYSTEM 14 NO WORK THIS AREA 15 SUSPENDED CEILING PANEL SYSTEM - SEE ID DRAWINGS 16 G.W.B. CEILING SUSPENDED WITH DRYWALL SUSPENSION CEILING SYSTEM BY "USG" CxENE ,AL NOTES I. ALL CEILING HEIGHTS SHALL BE V-0" UNLESS OTHERWISE NOTED 2. INCREASE EXISTING FRAMED WALL AND G.W.B. HEIGHT AS REQUIRED IN AREAS WHERE A NEW CEILING SYSTEM 15 INSTALLED AT A HIGHER CEILING HEIGHT THAN THE EXISTING DEMOLISHED CEILING SYSTEM 3. SEE ID DRAWINGS FOR CEILING SPECIFICATIONS 4, SEE ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS 5. SEE MECHANICAL DRAWINGS FOR MECHANICAL SPECIFICATIONS ro. SEE FIRE PROTECTION DRAWINGS FOR FIRE PROTECTION SPECIFICATIONS KEY PLAN ri f / � Z me an REVISIONS BY i --- E r to t 00 v 0 @) L ~ Q N b � z E w • / a `\' ou C° it Q Q m v-"� L N / un =) . ~� ~ N 0 j` N t— ✓ ti N \ 1 � 1 L a k = - a Aa Q N r N O O z a a� U_ Z C J CV Nt O_ NLO C M C3 J Cr a x Q N a 0 O N a L LLL Q W 0 m M N M 0 QCL t M L Q 00 t O L. _ N) a 0 IV 0 J Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet Aid i e 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING At 16" O.C. SECURE TO STRUCTURE ABOVE. (4) 010 TEK SCREWS AT EACH CONNECTION VARIES 3 5/8" 25 GA. (MIN.) METAL STUD ' SEE CEILING VARIES �� 3 5/8 25 GA. (MIN.) METAL SUSPENDED ACOUSTICAL STRUCTURE ABOVE. PLAN SEE CEILING ______ STUD FRAMING AT 16" O.G. SECURE TO STRUCTURE 3 5/8" 25 GA. (MIN.) METAL CEILING SYSTEM PLAN ABOVE. STUD FRAMING AT 16" O.C. SECURE TO STRUCTURE ABOVE. - "v - x x x x _ TILE CEILA NG StIGAL IN ACOUSTICAL TILE V-0" AFF. CEILING • CEILING x x x x VARIES , x x - SEE CEILING PLAN VARIES x x v VARIES SUSPENDED ACOUSTICAL SEE CEILING SEE CEILING ' PLAN PLAN CEILING SYSTEM I/2" C.D. GYPSUM WALLBOARD a 1/2" C.D. GYPSUM WALLBOARD 1/2" G.W.B.1/2" C.D. GYPSUM WALLBOARD 1/2" C.D. GYPSUM WALLBOARD 8'-0" AFF. _ HEADER 0 DETAIL 3 O DETAIL z DETAIL Q DETAIL SCALE: 1 1/2" I'-0" SCALE: 1 1/2" ■ I'-0" SCALE: 1 1/2" ■ I'-0" SCALE: 1 1/2" I'-0" 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. SECURE TO STRUCTURE ABOVE. 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. 11'-0" A.F.F. LAY IN ACOUSTICAL TILE SECURE TO STRUCTURE ABOVE 11— DRYWALL SUSPENSION CEILING CEILING SYSTEM BY "USG" LAY -IN ACOUSTICAL TILE CEILING p 10'-0" AFF. L� x x CEILING AFF. APPLY BLACKENING FILM :. ,.. ....... ... CEILING TO INSIDE OF GLAZING AS REQUIRED 1/2" GYPSUM WALLBOARD 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. LIGHT FIXTURE - SEE ELECTRICAL 1/2" C.D. GYPSUM WALLBOARD SECURE t0 STRUCTURE -------- ABOVE x x x x -- - — 14'-8 AFF. -------- ' V -0" AFF. OIL CEILING - 14'-4" AFF. OIL 1/2 C.D. GYPSUM WALLBOARD CURTAIN WALL SYSTEM - x x x x x x x x SEE FLOOR PLANS AND x x x x x x x x WINDOW SCHEDULE x x V-0"EI 8'-0" AFF. x x x x x x x x ALIGN GWB WITH HEADER _ _ CLING CURTAIN WALL FRAME 3 5/8" 25 GA. (MIN.) METAL STUD 1/2" C.D. GYPSUM WALLBOARD FRAMING AT Iro" O.C. SECURE TO STRUCTURE ABOVE. VARIES O DETAIL � a DETAIL O DETAIL SCALE, 1 1/2" I'-0" SCALE: 1 1/2" = I'-0" SCALE: 1 1/2" I'-0" r l DETAIL SCALE: 1 1/2" = 1'-0" REVISIONS BY �--� E o vi � ` L L �ti B� ' Y = E Y � - - E L� N in u tO Q E ¢ rn y '.N N ~� L; ~ N O c ti ti i tb ti N a a. Q Q � N � � O N o x ¢ � d tin. U O U_ Z C j C14 .0 CU C M M o J Q. x o (n W -p •L U {- O V) .L Q W v; N O 0 Q -C M L a O 0 Cp L I L N 0 J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet A3e I I:\ProjectsTrojects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.02\Architectitral\A03c - RCP DETAILS.dwg, 3/21/201 1 1:41:11 PM, DC EXISTING CAP FLASHING SYSTEM EXISTING STUCCO NEW METAL FRY _lam EXISTING MASONRY RIGLET SYSTEM WALL / PARAPET STRIP SYSTEMCONT. CANT ROOF NEW ROOF SYSTEM \J - SEE ROOF PLAN 7 NEW METAL STEEL ANGLE -SEE STRUCTURAL DRAWINGS NEW METAL DECK OVER NEW STEEL BAR JOISTS - SEE STRUCTURAL DRAWINGS EXISTING METAL DECK OVER EXISTING STEEL BAR JOISTS - SEE STRUCTURAL DRAWINGS 101 ROOF DETAIL I SCALE: 3/4" - 1'-0" SLOPE STUi TO SHED W, 5/8" STUCC 8" MASONR SYSTEM - STRUCTURA DRAWINGS 101 WALL DETAIL SCALE: 3/4" - 1'-0" CHAIN LINK FENCE SYSTEM 5/8" STUCCO FINISH a O01�i= A ROOD PLAN SCALE: 3/32" - I'-0" ROOF LEGEND SINGLE PLY TPO ROOF SYSTEM INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF KEYED NOTES OI EXISTING SINGLE PLY MEMBRANE ROOF SYSTEM OEXISTING PARAPET WALL SYSTEM OEXISTING ROOF TOP UNIT - SEE MECHANICAL O4 NEW SINGLE PLY MEMBRANE ROOF SYSTEM OVER 3.20" ISOBOARD INSULATION (R-20) OVER METAL DECKING O5 OUTLINE OF BUILDING / COLUMN BELOW - SEE FLOOR PLANS ONEW BUILT-UP TAPERED INSULATION AS REQUIRED ONEW PARAPET WALL SYSTEM WITH METAL COPING - SEE WALL SECTIONS O8 NEW CONTINUOUS 4" CANT STRIP - SEE WALL SECTIONS ONEW ROOF CURB FOR MECHANICAL PLATFORM - MECHANICAL 10 NEW ROOF TOP MECHANICAL UNIT - SEE MECHANICAL II APPROXIMATE LOCATION OF NEW CONDENSATE LINES - SEE PLUMBING 12 NEW RIDGE LINE OF FLAT ROOF - TAPER ROOF INSULATION AS REQUIRED TO ACHIEVE 1/8" PER FOOT SLOPE MIN. 13 NEW ROOF DRAIN AND LEADER SYSTEM - SEE PLUMBING 14 NEW OVERFLOW DRAIN AND LEADER SYSTEM - SEE PLUMBING 15 NEW PRE-ENGINEERED I" EXTRUDED ALUMINUM BUILD -OUT WRAPPED IN ALUMINUM COMPOSITE PANELS BY "ALUCOBOND" (OR EQUAL) - SEE EXTERIOR ELEVATIONS AND WALL SECTIONS 10 NEW METAL FRAMED PARAPET WITH ALUMINUM COMPOSITE PANELS BY "ALUGOBOND" (OR EQUAL) - SEE WALL 5ECTION5 Il NEW METAL FRAMED AWNING WRAPPED WITH ALUMINUM COMPOSITE PANELS BY "ALUCOBOND" (OR EQUAL) - WALL SECTIONS IS EXISTING ROOF TOP UNIT TO BE REMOVED - SEE MECHANICAL 19 APPROXIMATE LOCATION OF NEW EXHAUST FAN - SEE MECHANICAL 20 NEW SINGLE PLY MEMBRANE ROOF SYSTEM OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECKING OVER METAL STUD FRAMING 21 NEW CHAIN LINK FENCE ROOF AS REQUIRED OVER EXTERIOR MEDICAL GAS AREA 22 PATCH AND REPAIR ROOFING AS REQUIRED WHERE EXISTING UNIT HAS BEEN REMOVED GENERAL NOTES I. ALL FLAT ROOF SYSTEMS SHALL HAVE A 1/8" PER FOOT SLOPE MIN. U.N.O. 2. ALL EDGE FLASHING TO BE ALUMINUM U.N.O. 3. ALL MISC. FLASHING TO BE ALUMINUM U.N.O. 4. EXISTING ROOF ACCESS 15 LOCATED ON THE SOUTH END OF ROOF - NOT SHOWN IN THESE DOCUMENTS KEY PLAN so an REVISIONS BY A2CLIENT/CONTRACTOR DC 03. 18. II E o (N(�� � � L u ro �� M @J c � Y E - = E it ¢ E ti ¢ m y r- O Z ro • � E t� <v ► v ) o to I. N t'— M t- ✓ ti N � c w i� Q Q N ao J Ct G OO C) O � O � Q) t C U z_ C: J C14 0 'N U � � v M � O J � o- Q N v x -o Ld U •L U � O V) Q L LL- Q W a � N N U) t 0 I M L O a p oo t L _ NM a N � � N Q J La. - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A4a H:\Pro.jects\Projects 2009\0945 - FMC - ZIf ASC Expansion\CD\RF.V.02\Architectural\A04a - ROOF.dwg, 3/21/2011 1:40:49 PM, DC I 6 v n 111 MA 42'-8" 4'-0" U3 -4 2 -0 6 2'-0" k 0 fmoo PLAN SCALE: 3/32" a I'-0" ROOF LEGEND SINGLE PLY TPO ROOF SYSTEM INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF KEYED NOTES OEXISTING SINGLE PLY MEMBRANE ROOF SYSTEM OEXISTING PARAPET WALL SYSTEM OEXISTING ROOF TOP UNIT - SEE MECHANICAL ONEW SINGLE PLY MEMBRANE ROOF SYSTEM OVER 3.20" 150BOARD INSULATION (R-20) OVER METAL DECKING O5 OUTLINE OF BUILDING / COLUMN BELOW - SEE FLOOR PLANS ONEW BUILT-UP TAPERED INSULATION AS REQUIRED ONEW PARAPET WALL SYSTEM WITH METAL COPING -SEE WALL SECTIONS ONEW CONTINUOUS 4" CANT STRIP - SEE WALL SECTIONS ONEW ROOF CURB FOR MECHANICAL PLATFORM - MECHANICAL 10 NEW ROOF TOP MECHANICAL UNIT - SEE MECHANICAL II APPROXIMATE LOCATION OF NEW CONDENSATE LINES - SEE PLUMBING 12 NEW RIDGE LINE OF FLAT ROOF - TAPER ROOF INSULATION AS REQUIRED TO ACHIEVE 1/8" PER FOOT SLOPE MIN. 13 NEW ROOF DRAIN AND LEADER SYSTEM - SEE PLUMBING 14 NEW OVERFLOW DRAIN AND LEADER SYSTEM - SEE PLUMBING 15 NEW PRE-ENGINEERED I" EXTRUDED ALUMINUM BUILD -OUT WRAPPED IN ALUMINUM COMPOSITE PANELS BY "ALUCOBOND" (OR EQUAL) - SEE EXTERIOR ELEVATIONS AND WALL SECTIONS I/o NEW METAL FRAMED PARAPET WITH ALUMINUM COMPOSITE PANELS BY "ALUCOBOND" (OR EQUAL) - SEE WALL SECTIONS li NEW METAL FRAMED AWNING WRAPPED WITH ALUMINUM COMPOSITE PANELS BY "ALUCOBOND" (OR EQUAL) - WALL SECTIONS 18 EXISTING ROOF TOP UNIT TO BE REMOVED - SEE MECHANICAL 0 APPROXIMATE LOCATION OF NEW EXHAUST FAN - SEE MECHANICAL 20 NEW SINGLE PLY MEMBRANE ROOF SYSTEM OVER 2" 15050ARD RIGID INSULATION OVER METAL DECKING OVER METAL STUD FRAMING 21 NEW CHAIN LINK FENCE ROOF AS REQUIRED OVER EXTERIOR MEDICAL GAS AREA 22 PATCH AND REPAIR ROOFING AS REQUIRED WHERE EXISTING UNIT HAS BEEN REMOVED GENEM�, L NOTES I. ALL FLAT ROOF SYSTEMS SHALL HAVE A 1/8" PER FOOT SLOPE MIN. U.N.O. 2. ALL EDGE FLASHING TO BE ALUMINUM U.N.O. 3. ALL MISC. FLASHING TO BE ALUMINUM U.N.O. 4. EXISTING ROOF ACCESS IS LOCATED ON THE SOUTH END OF ROOF - NOT SHOWN IN THESE DOCUMENTS KEY PLAN REVISIONS BY ---� E c U U r � � u ♦ v 00 c co @) Q u ►. i r in `$- E z E - = E� NQT� in , u co L d m :D C, uo� r M 1� a� t� N Vows �� �—y x N F- F A :2, to U A~ •-'O�G. U .I ��Aa�Cx.7 od�n[� oo E— N L N m C�i M ,.] Q T7C1 O • O U_ z o .0 M C M o J : Q N a X -� w U �— •� U a) o 0 (n LL_ Q LA a :2 fN W L0 t 0 Q M L O — � O 0 00 A- 0 M fl- 4 N a J L. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A4b H:\Prgjccts\Projects 2009\09.15 - FMC - Z11 ASC Expansion\CI)\ItFV.02\Architcctnral\AO41i - ROOF.dwg, 3/21/2011 1:40:32 PM, DC t ------------------------------------ I 1 --- surgery II C04t,r - Florida Medical Clinic.:. Family Practice 41 G. b I� o b b b b d If LLJ a' � d s E- M, !� �'••M, F l Jb ,Y 6' b F' ., . <. a- R, ..� °` k, I, ,', -.Ila d- b _y b f '.'._, �, ,d < A 01\/POr% 4LL UIEST EXTERIOR ELEVATION SCALE: 1/I6" 2 1'-0" I r Z 00 a 4 4.1 3 a I1 0 1® a o I I I r' i I TOP OF COLUM C•/-J 20'-4" A.F.F. (+/-) 20'-4" AFF. 25' AFFI. 18 15 14 10 ' i, TOP OF SLAB C 25'-0" AFF. Ah 25'-8" AFF. TOP OF COLD TOP OF COLU 22'-8" AFF. 1/// 1/// 11/// OIENLAi;Z3E0 WEST EXTERIOR ELEVATION SCALE: 1/8" a 1'-0" TOP OF EXISTING PARAPET OENL F?aED WEST EXTERIOR ELEVATION SCALE: 1/8" _ I'-0" 22'-8" AFF, TOP OF PARAPET KEYED NOTES OEXISTING METAL COPING OVER EXISTING PARAPET OEXISTING DOOR / WINDOW SYSTEM OEXISTING STUCCO CONTROL JOINTS (TYPICAL) OEXISTING MASONRY WALL WITH STUCCO FINISH OEXISTING MASONRY COLUMN WITH STUCCO FINISH ONEW METAL COPING OVER PARAPET / COLUMN - SEE WALL SECTIONS ONEW DOOR / WINDOW SYSTEM - SEE FLOOR PLANS AND SCHEDULES ONEW METAL FRAMED PARAPET WITH STUCCO FINISH (MATCH EXISTING) - SEE WALL SECTIONS 0 NEW MASONRY WALL WITH STUCCO FINISH (MATCH EXISTING) - SEE WALL SECTIONS 10 NEW METAL FRAMED BUILD -OUT WITH STUCCO FINISH (MATCH EXISTING) - SEE WALL SECTIONS II NEW MASONRY COLUMN WITH STUCCO FINISH (MATCH EXISTING) - SEE WALL SECTIONS 12 NEW LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 13 NEW ELECTRICAL SERVICE - SEE ELECTRICAL DRAWINGS 14 NEW ILLUMINATED BUILDING SIGNAGE BY OWNER - PROVIDE ELECTRIC I5 NEW METAL COMPOSITE PANELS BY "ALUCOBOND" OVER METAL FRAMED CANOPY SYSTEM - SEE WALL SECTIONS Iro NEW CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLAN 11 NEW ASPHALT SURFACE - SEE ARCHITECTURAL SITE PLAN 18 NEW STUCCO CONTROL JOINTS (TYPICAL) 19 ALUMINUM RAIN DEFLECTOR 20 NEW METAL COMPOSITE PANELS BY "ALUCOBOND" OVER PRE-ENGINEERED I" EXTRUDED ALUMINUM FRAME - SEE WALL SECTIONS 21 NEW STEEL COLUMN WRAPPED IN MIL FIN15P BREAK METAL 22 EXISTING GENERATOR - SEE ELECTRICAL DRAWINGS 23 NEW GENERATOR - SEE ELECTRICAL DRAWINGS 24 &'-0" HIGH CHAIN LINK FENCE - SEE FLOOR PLAN 25 NEW STEEL BEAM WRAPPED IN MIL FIN15H BREAK METAL EXTERIOR FINISH SCWEDULE PI PAINT COLOR TO BE DETERMINED P2 PAINT COLOR TO BE DETERMINED P3 PAINT COLOR TO BE DETERMINED BRI BRICK AND MORTAR COLOR TO BE DETERMINED AWI AWNING COLOR TO BE DETERMINED GENERAL NOTES I. EXTERIOR STUCCO FINISH TO MATCH EXISTING U.N.O. 2. GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATIONS g PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A WATERTIGHT CONDITION 4, ALL CORNER BEADS TO BE 100% PLASTIC/ VINYL, NO METAL KEY PLAN REVISIONS BY .f -- E 8 I � L u M C9) Q 0 yz E EL. u • it Q E 70 m cn u- r 6Ei C N 7- N ti �^ M 00 r- ✓ 1— N r` 0 a a- - uJ Q L 00 O 0 N � o M 1 0. N U_ J � . o N U � C3 � M M O a x J Q : Cr N 0 Lu -o •� U_ t 0 V0 L- LL. Q Ld o T :2 (N ` am N O Q `n i M s` o ()0-C 0 _ M a a� IZ CY IV O _J LL Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A5a H:\Projects\Projects 2009\0945 - FMC • Z,H ASC Expans ion\CD\REV.02\Architectural\A05ahc - EXETAwg. 3/21/2011 1:40:19 PM, DC KEYED NOTES OI EXISTING METAL COPING OVER EXISTING PARAPET OEXISTING DOOR / WINDOW SYSTEM 0 EXISTING STUCCO CONTROL JOINTS (TYPICAL) OEXISTING MASONRY WALL WITH STUCCO FINISH 0 EXISTING MASONRY COLUMN WITH STUCCO FINISH ONEW METAL COPING OVER PARAPET / COLUMN - SEE WALL SECTIONS 2 5b 5b O NEW DOOR / WINDOW SYSTEM - SEE FLOOR PLANS AND SCHEDULES NEW METAL FRAMED PARAPET WITH STUCCO FINISH (MATCH 4 -------------------------------------------- EXISTING) - SEE WALL SECTIONS I NEW MASONRY WALL WITH STUCCO FINISH (MATCH EXISTING) - SEE WALL SECTIONS • •. WITH STUCCO FINISH (MATCH EXISTING) SEE WALLSECTIONS :•• €A 14PII :.... . F r . f NEW MASONRY COLUMN WITH STUCCO FINISH (MATCH EXISTING) SEE WALL SECTIONS _ a ... (� NEW LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS ,_�,, • • . •"• •' ` • :: ...• :•'• • '' SERVICE DRAWINGS NEW ELECTRICAL S R IC S ELECTRICAL E E SEE EL 14 NEW ILLUMINATED BUILDING SIGNAGE BY OWNER - PROVIDE l ELECTRIC I5 NEW METAL COMPOSITE PANELS BY "ALUCOBOND" OVER METAL .����������������������������������+������.���� FRAMED CANOPY SYSTEM - SEE WALL SECTIONS 16 NEW CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLAN I� NEW ASPHALT SURFACE - SEE ARCHITECTURAL SITE PLAN IS NEW STUCCO CONTROL JOINTS (TYPICAL) 19 ALUMINUM RAIN DEFLECTOR 20 NEW METAL COMPOSITE PANELS BY "ALUGOBOND" OVER PRE-ENGINEERED I" EXTRUDED ALUMINUM FRAME - SEE WALL -SECTIONS 21 NEW STEEL COLUMN WRAPPED IN MIL FIN15H BREAK METAL ' �j O\ /iQ ALL Y L NO1`TH EXTERIORLE / /� T ION ELEVATION 101 1(� j�fi i� /� j� 1 j� 1"1 SCALE: I/lio" z I'-0" 22 23 EXISTING GENERATOR -SEE ELECTRICAL DRAWINGS NEW GENERATOR - SEE ELECTRICAL DRAWINGS f O O G 24(0'-0" HIGH CHAIN LINK FENCE -SEE FLOOR PLAN 25 NEW STEEL BEAM WRAPPED IN MIL FINISH BREAK METAL I I I 0 0 0 0 0 I 23'-8" AFF. 101 ENLAR3ED P�4RTIAL NORTH EXTERIOR ELEVATION OENLARGED PARTIAL NORTH EXTERIOR ELEVATION SCALE: 1/6" - I'-0" EXTERIOR FINISH SCHEDULE PI PAINT COLOR TO BE DETERMINED P2 I PAINT COLOR TO BE DETERMINED P3 PAINT COLOR TO BE DETERMINED BRI BRICK AND MORTAR COLOR TO BE DETERMINED AWI AWNING COLOR TO BE DETERMINED GENEMv L NOTES I. EXTERIOR STUCCO FINISH TO MATCH EXISTING U.N.O. 2. GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATIONS g PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A WATERTIGHT CONDITION 4• ALL CORNER BEADS TO BE 1009. PLASTIC/ VINYL, NO METAL KEY PLAN REVISIONS BY c v: G � , L v N � L o _ = E = EL� N in N i oo ca t-0 U CC, 1• it Q E ti m N u� ~� W ti in M ~ «> ti ✓ t~ N ' c ' a D'.co z m U r 0! „ to0�� wx azE-v�io Q • o0 M r- 0 o a to IO U_ Z C J cV O � U °' � .N C v M 0 M x Q N o -o LL1 U .L C) � C/) L LL. Q W o L0 c 0 Q M L 00 0 °0 t —� Q IV O Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A5b If APro,jects\Projects 2009\0945 - FMC - ZI I ASC Expansion\CD\REV.02\Architecnval\A05abc - EXEL.dwg, 3/21/201 1 1:40:14 PM, DC .w OIEAST EXTERIOR ELEVATION SCALE: 1/8" - 1'-0" KEYED NOTES OEXISTING METAL COPING OVER EXISTING PARAPET OEXISTING DOOR / WINDOW SYSTEM OEXISTING STUCCO CONTROL JOINTS (TYPICAL) OEXISTING MASONRY WALL WITH STUCCO FINISH OEXISTING MASONRY COLUMN WITH STUCCO FINISH ONEW METAL COPING OVER PARAPET / COLUMN - SEE WALL -4 AFF SECTIONS ET O NEW DOOR / WINDOW SYSTEM - SEE FLOOR PLANS AND SCHEDULES OFF O NEW METAL FRAMED PARAPET WITH STUCCO FINISH (MATCH EXISTING) - SEE WALL SECTIONS Y O NEW MA50NRY WALL WITH STUCCO FINISH (MATCH EXISTING) - SEE OFF. WALL SECTIONS 1OF 10 NEW METAL FRAMED BUILD -OUT WITH STUCCO FINISH (MATCH Y EXISTING) - SEE WALL SECTIONS II NEW MASONRY COLUMN WITH STUCCO FINISH (MATCH EXISTING) - SEE WALL SECTIONS 12 NEW LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 13 NEW ELECTRICAL SERVICE - SEE ELECTRICAL DRAWINGS pF 14 NEW ILLUMINATED BUILDING SIGNAGE BY OWNER - PROVIDE SLAB ELECTRIC 15 NEW METAL COMPOSITE PANELS BY "ALUCOBOND" OVER METAL FRAMED CANOPY SYSTEM - SEE WALL SECTIONS Iro NEW CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLAN 17 NEW ASPHALT SURFACE - SEE ARCHITECTURAL SITE PLAN 18 NEW STUCCO CONTROL JOINTS (TYPICAL) 19 ALUMINUM RAIN DEFLECTOR 20 NEW METAL COMPOSITE PANELS BY "ALUCOBOND" OVER PRE-ENGINEERED I" EXTRUDED ALUMINUM FRAME - SEE WALL 21 SECTIONS NEW STEEL COLUMN WRAPPED IN MIL FINISH BREAK METAL 22 23 EXISTING GENERATOR - SEE ELECTRICAL DRAWINGS NEW GENERATOR - SEE ELECTRICAL DRAWINGS 24 ro'-O" HIGH CHAIN LINK FENCE - SEE FLOOR PLAN (311NEW STEEL BEAM WRAPPED IN MIL FINISH BREAK METAL EXTERIOR FINISH SCHEDULE PI PAINT COLOR TO BE DETERMINED P2 PAINT COLOR TO BE DETERMINED P3 PAINT COLOR TO BE DETERMINED BRI BRICK AND MORTAR COLOR TO BE DETERMINED AWI AWNING COLOR TO BE DETERMINED GENERr4L NOTES I. EXTERIOR STUCCO FINISH TO MATCH EXISTING U.N.O. 2. GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATIONS 3 PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A WATERTIGHT CONDITION 4. ALL CORNER BEADS TO BE 100% PLASTIC/ VINYL, NO METAL 1/A5C KEY PLAN REVISIONS BY CLIENT/CCNTRACTOR 2 03. 18. II DC r-- E ` u u �� • h 00 .� Lh V u- .en Q � � 5 7 = E N N Cn �aN �� • o LD u CO i1 Q E r°C Q M 2 ti �. ti O N := t to M ~ ti ✓ r, N .� v o. x t-- E- mar= f O� E-� ��AP�,f�Cxh Q C) oF� O N0 Q Q >� N 0 0 0 n. N C U z (V I-*_ O U °' n ', � O M O � � 0-O < x U {- •� O V 0 L a W C) N N Lf) t 0 Q M L O O 0 m 0- IV 0 1 LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A5c I I:`.I'roiects\1'roiects 2009\0945 - FMC - ZH ASC Ex pans ion\CD\RFV.02\Architectural\A05abc - F.XFI..dwg, 3/21/2011 1:40:06 PM, DC WALL SECTION 101 SCALE: 3/4" = I'-0" KEYED NOTES OSINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 320" 16050ARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN, SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING f, 4 ) ALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED OBACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL II STEEL BEAM CONNECTION - SEE STRUCTURAL 20'-0" AFF. TOP OF 12 STEEL ANGLE - SEE STRUCTURAL MASONRY PARAPET 13 STEEL COLUMN - SEE STRUCTURAL 2 14 METAL ROOF DECKING - SEE STRUCTURAL io e 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL IS'-4" AFF. REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL TOP OF PARAPET 08" CM.U. BLOCK WALL - SEE STRUCTURAL FRAMING Ig 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 0 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 15'-0" A.F.F. 25 l/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR UNDERSIDE OF DRYWALL SUSPENSION SYSTEM BY USG FINISHED CANOP G INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 0 1/8" STUCCO OVER HIGH RIB LATH 28 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 12'-0" AFF. 33 CONTINUOUS BASE - SEE FINISH SCHEDULE TOP OF MASONRY 34 EXISTING DOOR SYSTEM OPENING 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 0 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEIL�NIG HEIGHTS 30 5/8" CD GYPSUM CEILING BOARD 39 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 0'-0" F.F.E. TOP OF SLAB 42 1" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE G.W.B.FI METAL DECK OR G.W. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 4(o LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 0 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" 15050ARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/A53. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS, 5l GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TO BE SUBMITTED ff KEY PLAN I. an REVISIONS BY QCLIENT/CANTRACTOR 2 DC 03. 18. II u � � L L ran L � r u on Q c cz m ' y = E - E� (V y �_. • S to cD u C° it m - a, L -' > N r- �/ �V� : . �r E b N v L M t— ti t� N ti c � o HE 0E- �Zza 0 U o ! o o�. co 0. - 0 Q Q) a, ' nl O � N � ,-� d a. O 7 U_ o U �, � O M O J D N X v w U i- •� C) QN i LL Q LLJ a -0 ME N � � t 0 O Q M L o 0 00 J- 0 � � N fJ 0 1 Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6a I I:\Pro,jects\Pro.jects 2009\09J5 . FMC - ZH ASC Lxpansion\CD\I(I:V.02`•Architectttral\A06- WALL SF.CTTONS.dwg, 3/21/2011 I:39:51 PM, DC O WALL SECTION SCALE: 3/4" ■ I'-0" 20'-0" AFF. TOP OF MASONRY PARAPET 18'-4" AFF. TOP OF PARAPET FRAMING 15'-0" AFF. UNDERSIDE OF FINISHED CANOPY 0'-0" FRE. TOP OF SLAB �I WALL SECTION SCALE: 3/4" x I'-0" KYD NOTES OI SINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 3.20" 1905OARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHINGS OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED O5 BACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL II STEEL BEAM CONNECTION - SEE STRUCTURAL 20'-0" A.F.F. TOP OF 12 STEEL ANGLE - SEE STRUCTURAL MASONRY PARAPET 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL F 18'-4" AFF. 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL TOP OF BUILD -OUT 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL FRAMING 11 8" C.M.U. BLOCK WALL - SEE STRUCTURAL IS'-0" AFF. IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL JOIST BEARING 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 15'-0" AFF. 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR UNDERSIDE OF DRYWALL SUSPENSION SYSTEM BY "USG" FINISHED BUILD -OUT 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 21 1/8" STUCCO OVER HIGH RIB LATH 28 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE S1TE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 12'-0" AFF. 33 CONTINUOUS BASE - SEE FINISH SCHEDULE UNDERSIDE OF SOFFIT FRAMING 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 9 CONCRETE CURB - SEE SITE PLANS / DETAILS 31 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 10'-0" AFF. 38 SUMTOP GYPSUM WALL BOARD =5/6' OF MASONRY OPENING 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 1" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE O METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 4to LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 41 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3. 54 WOOD VENEER PANEL SYSTEM I55 LINE OF CANOPY BEYOND S RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS, 51 GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TO BE SUBMITTED 0'-0" F.F.E. TOP OF SLAB KEY PLAN II, � VIlll�l'I II 1� i' rI I ull i' IJ�I jIk IIIII ^III IIII��IIIIIjllllI III I IIu Iw4.a, Q h l (III , i I�I�JIpi"p�!I��YtlI�N A 111 I NN�I up�ll I,NH 9�:lI, G^I 1�I1 ,. so REVISIONS BY —� E o vi • N co �A� own �~ d 3 — �zl �.� N 0. M N �r CD • c> p � U � � it Q E Q rn a t'- Y N E o N v ti to I \ L N ti M 00 l+ ✓ r- N - 1 Q Q .> N � o a O .0 r�. O U_ Z qfi O - .N U °' Lr) _ Q M M O D J Cr x N U �0 v LL. Q W o -v m a, 0 ,n = C i M N O J U- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6b H:\Projects\Projects 2009\0945 - PMC - ZI I ASC Expansion\CD\REV.02\Architectural\A06 - WALL SECTIONS.dwg, 3/21/2011 1:39:32 PM, DC 13 23 93, O WALL =CTION SCALE: 3/4" . I'-0" D1WALL SECTION SCALE: 3/4" = I'-0" C.EYED NOTES OSINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 320" IS050ARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT, 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED OBACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL II STEEL BEAM CONNECTION - SEE STRUCTURAL 20'-0" AFF. TOP OF 12 STEEL ANGLE - SEE STRUCTURAL MASONRY PARAPET 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL AFF. ib REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL TOP OF BUILD -OUT 08" C.M.U. BLOCK WALL - SEE STRUCTURAL FRAMING IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 18'-0" AFF. 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL JOIST BEARING 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE (311BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 15'-0" AFF. 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR UNDERSIDE OF DRYWALL SUSPENSION SYSTEM BY USG FINISHED BUILD -OUT 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 21 1/8" STUCCO OVER HIGH RIB LATH 28 1/8" STUCCO OVER GALv. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 0'-0" FF.E. TOP OF SLAB 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 31 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 38 5/8" CD GYPSUM CEILING BOARD 2 39 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 41 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS (311ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 51 GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TO BE SUBMITTED KEY PLAN A s 1 so an REVISIONS 8Y r ----� E o v • 4 oo ._ �� co 0 E r�.. �. Q � 2 .2 - m ;z E - ; Ew N N U � � i1 Q E r- m y ..' N ? ti ^/AU- •� E `c\�i 0 r v j N M M ti ✓ ti N �y ; .0 a 1 �1 1113 W a 1 Q lv N ov N 0 0 � 0 Q .0 a. O U_ Z O J N U) _ .N U °' C v M M � x Q N � Ld U •0 ® i li ` N 0 u-) L < M '' 00 s O L M N CL IV O J Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet Asp I I:\Pro,Iccts\Proicc(s 2009\0945 - PMC - ZI I ASC Expmtsion\Cl YRFV.u2' Arc11itectural\A06 - WALL SECTIONS.Awg. 3/21/201 1 1:39:11 PM. DC 0 WALL SECTION SCALE: 3/4" ■ I'-0" KEYED NOTES 0 SINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 3.20" ISOBOARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/6" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS O2 CONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED 0 BACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL II STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL - 0 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL Il 8" C.M.U. BLOCK WALL - SEE STRUCTURAL IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR - DRYWALL SUSPENSION SYSTEM BY "USG" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 0 1/8" STUCCO OVER HIGH RIB LATH 28 l/e" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 0 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEIL NG HEIGHTS P CD GYPSUM CEILING BOARD 2GYPSUM WALL BOARD 40 5/6" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 0 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 5l GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TO BE SUBMITTED :�^ c REVISIONS BY , 0 u � � L L �-. • N OC a' Zo ' 0 B� 'm ;z E — ; Ew N u , it Q m . ti E t- � � to C\1 ti 70 r- N 1 s �i Q 1 Q 00 > - 2 � O Q o � � a. N O U_ Z C J N � 0 V C M O CL x LrJ U .0 Y Iaw Q LLJ L y N D -C aa. M L o 0 ()0 L CL M N N 0 J LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6d I I:\Projects\Pro,jects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.02\Architcctural\A06 - WALL SECTIONS.dwg, 3/21/2011 1:38:51 PM, DC 1/8" STUG HIGH RIB EXTERIOF SUSPENSII BY "USG" ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) TO WRAP OVER PARAPET WALL , 3 5/8" METAL STUDS - SEE STRUCTURAL ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING SINGLE -PLY ROOFING MEMBRANE - RUN UP AND OVER TOP OF PARAPET WALL SYSTEM ALUMINUM COMPOSITE PANEIt SYSTEM BY "ALUCOBOND" (OR EQUAL) CONT. 4" CANT STRIP METAL CLIP ANGLE - SEE STRUCTURAL t STEEL ANGLE - SEE STRUCTURAL STEEL JOIST EXTENSION - SEE STRUCTURAL STEEL BEAM - SEE STRUCTURAL 3 5/8" METAL STUDS - SEE STRUCTURAL ICE AND WATER SHIELD OVER 1/2' DENSGLASS GOLD SHEATHING ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) e 102 1 DETAIL 0" I ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) TO WRAP OVER PARAPET WALL. 0 3 5/8" METAL STUDS - SEE STRUCTURAL t ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING SINGLE -PLY ROOFING A MEMBRANE - RUN UP AND OVER TOP OF PARAPET WALL SYSTEM ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) CONT. 4" CANT STRIP CONT, STEEL ANGLE - SEE STRUCTURAL METAL ROOF DECKING - SEE STRUCTURAL fo"3**N 6 r 9IM 2 6 18'-4" AFF. TOP OF PARAPET FRAMING 16'-8" AFF. JOIST BRG / TOP OF BEAM 15'-0" AFF. UNDERSIDE OF NV FINISHED BUILD -OUT 12'-0" A.F.F. TOP OF STEEL FRAMING 3 5/8" METAL STUDS - SEE STRUCTURAL BOTTOM OF 1 1 STEEL FRAMING 15'-0" AFF. UNDERSIDE Or - FINISHED BUILD -OUT ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 1G) DETAIL SCALE: 1 1/2" = I'-0" P, 01 WALL SECTION SCALE: 3/4" a I'-0" 0'-0" F.F.E. TOP OF SLAB KEYED NOTES OI SINGLE PLY TPO ROOFING MEMBRANE OVER MIN, 3.20" ISOBOARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE O3 ICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED pBACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL 11 STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL 0 6" C.M.U. BLOCK WALL - SEE STRUCTURAL IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "USG" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 2D 1/8" STUCCO OVER HIGH RIB LATH 28 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 3l LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 13e =�SS� 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 41 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLA-55 GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD G OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 5l GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TO BE SUBMITTED m• a REVISIONS BY �-- E o u .. _. • 00 v "D u "D o cn @J ' o � . z E -- `= E r� N N u CO it ¢ C � � aai ti L N 0 I , ' N ~ M 00 ti ✓ ti N 1 a. sf? x Q N o ND � r� —a O O U_ Z J � .o N U LO LO O M M O X D Q N o Li U :° -- O O Q W o O NO Ln L Q toL a.0 0 00 L L. a� CL N O Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet Abe I l:\Projects\Pro,jects 2009\0945 - FMC - Z.H ASC Expansi"n\CD\KIIV.02\Architectitrsl\A06 - WALL SECIIONSAwg, 3/21/201 1 1:38:30 PM, DC AS ANT f ri ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) PRE-ENGINEERED I" EXTRUDED ALUMINUM FRAME 5/8" STUCCO OVER C.M.U. l BACKER ROD AND SEALANT DETAIL SCALE: 1 1/2" ■ I'-0" � — . — I I I I AS ANT ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) PRE-ENGINEERED I" EXTRUDED ALUMINUM FRAME "1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING OVER 3 5/8" METAL STUD FRAMING 15'-0" AFF. Ah UNDERSIDE OF FINISHED BUILD -OUT BACKER ROD AND SEALANT 101 OF -TAIL SCALE: 1 1/2" = I'-0" I e O WALL SECTION SCALE: 3/4" ■ I'-0" 22'-8" AFF. TOP OF Y EXISTING PARAPET ( VERIFY) IS'-4" AFF. TOP OF PARAPET FRAMING AFF. JOIST Bla-' / TOP OF BEAM 15'-0" AFF. UNDERSIDE OF FINISHED BUILD -OUT 12'-0" AFF. TOP OF STEEL FRAMING 9'-0" AFF. BOTTOM OF STEEL FRAMING 0'-0" FF.E. idlik TOP OF SLAB KEYED NOTES OSINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 3.20" ISOBOARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS O2 CONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED O5 BACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL 11 STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL G8" C.M.U. BLOCK WALL - SEE STRUCTURAL IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 2+a FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "USG" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 0 1/8" STUCCO OVER HIGH RIB LATH 28 -1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 3l LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS le- 38 5/8" CD GYPSUM CEILING BOARD 2 39 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 4Z I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 41 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 5� GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TO BE SUBMITTED KEY PL�I 43 � me em REVISIONS BY o c U 00 a� 0 r- �tz. m NVN- ,_. • o to O u , c° it ¢ E ¢ m — v N •� E N u t— to N ti ~^ M m ti N ffpE Q Q > � 0 '. NO c O r a N O U_ Z C It .J N o .N U M C o M M � a J � x Q N >o -� LLI U (n Q O i ILL. LLJ N 0 O Lr) s < M i O Cl a 00 s L_ a _. M a Q� O IV O J Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6f H:\Projects\Projects 2009\0945 - FMC - ZH ASC Fxpansion\CD\KFV,02\Architectural\A06 - WALL SF.CTIONS.dwg, 3/21/2011 1:38:08 PM, DC METAL SELF-SEALING FASTENERS AT 12" O.C. CONT. SEALANT SPECIFIED ROOFING - RUN UP AND OVER PARAPET WALL CONT. 4" CANT STRIP - SPECIFIED ROOFING - SEE ROOF PLAN ­7 METAL DECK METAL DECK EDGE ANGLE SCALE: 3" 2 I'-0" METAL SELF-SEALING FASTENERS AT 12" O.G. CONT. SEALANT SPECIFIED ROOFING - RUN UP AND OVER PARAPET WALL 1/2" DENSGLASS GOLD SHEATHING CONT. 4" CANT STRIP - SPECIFIED ROOFING - SEE ROOF PLAN -= METAL DECK J STEEL BAR JOIST METAL DECK EDGE ANGLE — STEEL BEAM — 101 DETAIL AIL SCALE: 3" = 1'-0" 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL MILL FINISH ALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND WATER SHIELD ONE LAYER OF 5/8" DENSGLASS GOLD SHEATHING - USE SHIM TO SLOPE TOWARDS ROOF a S,�QPE ° _ FLASHING SEALANT ° K.O. BLOCK - SEE STRUCTURAL �- 5/8" STUCCO t ° MASONRY WALL SYSTEM - SEE STRUCTURAL CONT. METAL FRY RIGLET (TERMINATION BAR) ' v - CONT. 4" CANT STRIP IFIED ROOFING� � r/T - SEE ROOF PLAN ° ° a MILL FINISH ALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER S ICE AND WATER SHIELD Eli LOCK FLASHING SEALANT 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING CONT. METAL FRY RIGLET CONT. 4" CANT STRIP SPECIFIED ROOFING - SEE ROOF PLAN �-- 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING BACKER ROD AND SEALANT FICONCRETE SIDEWALK - SEE SITE PLAN a 4 DETAIL (DI WALL ACTION O SCALE. 3" ■ I'-0" SCALE: 3/4" = I'-011 it J 22'-8" AFF. TOP OF EXISTING PARAPET ( VERIFY) 18'-4" AFF, TOP OF PARAPET FRAMING 16'-8" AFF. JOIST BRG / TOP OF BEAM 15'-0" AFF. UNDERSIDE OF FINISHED BUILD -OUT 12'-C" AFF. TOP OF BUILD -OUT FRAMING 0'-0" FF.E. TOP OF SLAB KEYED NOTES Ol SINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 3.20" ISOBOARO INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED O5 BACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL 11 STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL 11 8" C.M.U. BLOCK WALL - SEE STRUCTURAL IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 *1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "USG" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 21 1/8" STUCCO OVER HIGH RIB LATH 28 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/6" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 31 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEIL NG HEIGHTS 38 5/8" CD GYPSUM CEILING BOARD 2 39 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/6" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 1" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 41 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3, 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 51 GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TO BE SUBMITTED KEY PLAN REVISIONS BY r E o I .—. • 4 • 4 co ' y c U b0 ' `- Yz E �-• /� L N G 0. CMV • o � cn U � � iQd t ¢ ¢ rn z ti' �--r to E ~O N (D I \ �L N t� ti ✓ r- N 1 L a ri Q a) 00 7 N .... N 0 CD r- Q M � G O j U_ Z C J N LO 0 �W N LO V C M � M D X N Lw -0 •o U a Y a I Q Lj N N 0 In '- Q M �. O 0L. 0 00 -C w t4) a a� � � N O _! LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6g I I:\Projccts\Projccis 2009\0945 - FMC - /11 ASC FxpansionTD\RIN.n2',ArchitacturakA06 - WALL SUCIIONS.dwg, 3/21/2011 1:37:43 PM, IBC .� 0 WALL SECT ION SCALE: 3/4" = I'-0" 0" AFF. CNRY 'J" F.F.E. ' OF SLAB DIWALL SECTION SCALE: 3/4" ■ I'-0" KEYED NOTES OI SINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 3.20" 18050ARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS O2 CONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING 4O ALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED 0 BACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL II STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL 11 8" C.M.U. BLOCK WALL - SEE STRUCTURAL IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE BLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "USG" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 21 1/8" STUCCO OVER HIGH RIB LATH 28 1/6" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 31 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEIL NG HEIGHTS 38 5/6" CD GYPSUM CEILING BOARD 2 39 5/6" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 41 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WANING SURFACE - SEE DETAIL 12/AS3. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 51 GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TO BE SUBMITTED KEY PLAN REVISIONS BY o ' u • N v °' 00 Q b w w N N n N c, cO it T� co CN U. E N a o � ~ Mro to ✓ ti N o W 0: Q Q N N Q M tia O U_ Z C N � 'O U N C o M M v ' v- x Q N v w Ur- �L U 0 0 O L Ii <t W v -v m :2 v, y O .0 Q M L Oa Q CO L L. CL CL N O J li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6h I I:\Projects\Projects 2009\0945 - FMC - Z I I ASC Expansion\CDKIIV.�Q Architectural\A06 -WALL SECI'IONS.Awg, 3/21 /2011 1:37:16 PM, DC 22'-8" AFF. '� OWALL SECTION SCALE: 3/4" - 1'-0" 12'-0" A.F.F. TOP OF STORE-� FRONT SYSTEM (MATCH EXISTING) 0'-0" RRE. TOP OF SLAB KEYED NOTES OSINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 320" 16OB0ARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN, SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED OBACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 3 STEEL BEAM - SEE STRUCTURAL II STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL 11 8" C.M.U. BLOCK WALL - SEE STRUCTURAL IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "U5G" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 21 1/8" STUCCO OVER HIGH RIB LATH 28 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/6" SMOOTH SAND FLOAT FIN15H STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 31 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS g3e 5/8" CD GYPSUM CEILING BOARD 2 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 4I 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 4(o LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 41 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 5m STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" 150BOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND GRECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 51 GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TO BE SUBMITTED REVISIONS BY E ` u � L Cu Cu 0 v 00 V u- b" r Q Cc: 0 E _s = E E N % ro / O r p nl i1 Q E ti rn o = X ^/ �cf)� ~-� OC\1 nl j N �^ M 00 r� t— N i z E- � O 0 O p d t� o�rrT� oo= �i — N cX nl G NO � � x a N O U_ Z � � N U �, � .o L N M c ° M a Q C ° N x -° W U •� O V) L Q LJ ° — v °' Lo t 0 Q M L O O Q °° -C L_ _ r� a N cl- IV 0 J L.i_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6i WTrgjeclsYrujects 2009\0945 - FMC - ZH ASC Espansion\CD\I2EV.02\Architacturnl\A06 - WALL SEC'1'IONS.dwq, 3/21/2011 1:36:57 VM, DC 0 25 r 16 28 11 am no no WM�A=�® 14 25 x 41 28 I1 1 I I moom ° ° 1 J _ ° 11 - _ 46 31 - 31 31 7 7/ \/\\< e d ° 202 i 20 v,�' d d d ° q d \\�\ J(DIWALL SECTION SCALE: 3/4" - 1'-0" i 25'-4" AFF. TOP OF MASONRY COLUMN 18'-4" A.F.F. TOP OF PARAPET FRAMING AFF. ------- -- TOP OF MASONRY COLUMN 15'-0" AFF. UNDERSIDE OF FINISHED CANOPY TOP OF SLAB 0 WALL SECTION SCALE: 3/4" a I'-0" 7 KEYED NOTES OI SINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 3.20" ISOBOARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED OBACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING -SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL II STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL I6 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL 11 8 C.M.U. BLOCK WALL SEE STRUCTURAL IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL M 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "USG" INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 1/8" STUCCO OVER HIGH RIB LATH 28 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/6" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 31 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEIL NG HEIGHTS 38 5/8" CD GYPSUM CEILING BOARD Z 3e 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 41 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 5ro RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 51 GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TO BE SUBMITTED KEY PLAN it Pi ulVl 2 1- on REVISIONS BY -oil E o r v v V 00 v o M @J �.. L B� w U � � it ¢ " -' dE�� ti Cu �--• E o N ti N 00 ti N 1 r x Q j N _ O N � � • ._] a O U_ Z C _J N � O N .N � M C M � J � :CIL X Q O -° LLJ U O a Ld o O s` A a CO L O M O J Li- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A 6' I II:\Projccts\Projccts 2009\0945 - FMC - 7.H ASC F.xpansion\C'D\RLV.02\Architcctura1\A06 - WALL SEC'IIONS.dwg, 3/21/2011 1:36:35 PM, DC A 20'-4" AFF. )P OF KISTING 4RAPET IERIFY) '-4" AFF. )P OF JILD-OUT z,4MING , '-0" AFF. 1DERSIDE OF 41SHED JILD-OUT -0" AFF )P OF JILD-OUT ZAMING '-0" F.F.E. :)P -OF SLAB 101 WALL SECTION SCALE: 3/4" a I'-0" D WALL SECTION SCALE: 3/4" ■ 1'-0" .AB (DIWALL SECT ION SCALE. 3/4" ■ 1'-0" 3 A& iG YED NOTES OSINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 320" ISOBOARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS O2 CONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DEN56LASS GOLD SHEATHING OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED O5 BACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL 0TUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL - 10 STEEL BEAM - SEE STRUCTURAL II STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL Il 8" C.M.U. BLOCK WALL - SEE STRUCTURAL IS 3 5/6" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "U5G" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 2l 1/8" STUCCO OVER HIGH RIB LATH LINING 28 O 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN t 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 0 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 13S wl 5/8" CD GYPSUM CEILING BOARD i 5/8"' GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION WALL OVER 3/4" FURRING STRIPS OVER 41 5/6" GYPSUM BOARD EXISTING WALL SYSTEM 42 1" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 4l OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3, 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 51 GALVANIZED STEEL PIPE / CHAIN LINK CAGE, SHOP DRAWINGS TO BE SUBMITTED KEY PLAN REVISIONS BY �---• E o r r ` • L 4 00 LO M @J u Q B c w 2 E u CO it Q E ti Q � ti "ti ca E N ti i r c~\t Cl) 00 ✓ r, N ' a a� Q Q N Q N 0 G nt -j � tip n. O U_ Z C J N d O ._ (� Ln N C o M M a � Q N o LJ 1- O O N Q W 0 u-) t 0- 0o t 0 a IV O J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6k I1:\Projects\Projects 2009\0945 . FMC . Z11 ASC ExpansionTMRE.V.02\ArchitecturaM66 - WALL SLCTIONS.dwg, 3/21/2011 1:36:14 PM, DC _1L I I OUTPATIENT SURGERY L05BY 102 O CzALLERY 103 101 KEYED NOTES OI DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FIN15H SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND OKEYBOARD DRAWER OCOPIER (BY OWNER) OREFRIGERATOR (BY OWNER) GUNDER COUNTER REFRIGERATOR (BY OWNER) OMICROWAVE (BY OWNER) I0 UNDER CABINETRY LIGHTING - SEE ELECTRICAL DRAWINGS II LAMINATED END PANEL 12 S.S. SINK - SEE PLUMBING DRAWINGS 0 FIXED LAMINATED SUPPORT PANEL - SEE CABINET DETAILS 14 HIGH / LOW DRINKING FOUNTAINS - SEE PLUMBING 15 H.C. SIGN - SEE SHEET Ala FOR MORE INFORMATION i6 LAMINATED BACKSPLASH Il LAMINATED COUNTER TOP l8 32" HIGH DISHWASHER (BY OWNER) 19 DECORATIVE WALL PARTITION - SEE DETAIL 5/Ala 20 DECORATIVE SUSPENDED CEILING PANEL SYSTEM 21 CRASH CART (BY OWNER) 22 POWERED DOOR KEY PAD 23 SOLID SURFACE COUNTERTOP. SEE ID DRAWINGS 24 STONE TOP. SEE ID DRAWINGS 25 UPHOLSTERED CUSHION. SEE ID DRAWINGS 26 3/6" X 3/4" DEEP REVEAL 0 WOOD VENEER PANEL 28 LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS 29 WOOD VENEER - SEE ID DRAWINGS 30 COUNTERTOP ICE MAKER (BY OWNER) 31 ALLIGN FACES OF FINISHES 32 EXISTING CABINETRY. REPLACE COUNTERTOP ONLY. 33 CABINET LOCK 34 G.W_B. WALL 35 CEILING SUSPENSION SYSTEM 36 G.W.B. SEILING AND/OR SOFFIT 0 ELEVATED LAMINATE PLATFORM WITH SOLID SURFACE TOP 38 FIXED FALS PANEL 39 NARCOTICS LOCKER IN LOCKABLE UPPER CABINETRY 40 COUNTERTOP ICEMAKER (VERIFY HEIGHT WITH UPPER CABINETRY) 4l PRINTER (BY OWNER) 42 LINE OF BED t FIXED LAMINATE PANEL z SCRUB SINK - SEE PLUMBING DRAWINGS STAINLESS STEEL SHELVING 3 GALLERY 103 3a O.S. L055Y O SCALE. 3/8 = I 0 i.l «L NOTES SCALE: 3/8" = I'-0" 10. OUTPAT I ENT SURGERY L0138Y 102 SCALE: 3/8" = 1'-0" i 51-ro" LI`-0II Og oECORAT11E 117- ARTITION 102 01OUT2F25ATIENT SURGERY L01515 r' 102 SCALE: 3/8" = I'-0" I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL 3. SEE SHEET ASa 4 48b FOR CABINET DETAILS 4. SEE ID SHEET FOR MATERIAL SPECIFICATIONS. REVISIONS I' —. E 0 u u ! N m ._ o U 1—� L U pp ~i Q L CJ ro z E E w N <n Q N . ♦ o 1.0 Q' CJ !I Q . Cr) I� --- o z �. •—• E ` N I o M h— N ti a O I �I Q Q .L 000 � _> N o M p Q. C In O i U_ Z 0 J t O_ N �0 L M C M � x Q N ° -° W U .0 0 (10 Q W ° m vi Q) t N M L O � r. O o ()0-C 0 t� a CL a� N 0 Li - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet Ala I I:\Projects\Projects 2009\0945 - FMC - Zli ASC Fsp""sio"\CD'.RFV.02\AfcbltectUfitl\AO7ilbed - IN I'LLEV.dwg, 3/21/201 1 1:35:26 PM, DC KEYED NOTES 0 DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE 35 - -- -- _ ---- O BASEBOARD - SEE FINISH SCHEDULE 35 20 20 20 O OPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND O5 KEYBOARD DRAWER OCOPIER (BY OWNER) OREFRIGERATOR (BY OWNER) O8 UNDER COUNTER REFRIGERATOR (BY OWNER) 20 20 20 0 MICROWAVE (BY OWNER) 19 19 10 UNDER CABINETRY LIGHTING - SEE ELECTRICAL DRAWINGS 19 31 3"1 II LAMINATED END PANEL Fe 23 12 S.S. SINK - SEE PLUMBING DRAWINGS 13 FIXED LAMINATED SUPPORT PANEL - SEE CABINET DETAILS 14 HIGH / LOW DRINKING FOUNTAINS - SEE PLUMBING 23 23 23 23 23 24 9 15 H.C. SIGN - SEE SHEET Ala FOR MORE INFORMATION F. ...... ................................ 16 LAMINATED BACKSPLASH I� LAMINATED COUNTER TOP O 5 O Le O1-0 Q LO O Le `' 32" HIGH DISHWASHER (BY OWNER) O 19 DECORATIVE WALL PARTITION - SEE DETAIL 5/Aia 20 DECORATIVE SUSPENDED CEILING PANEL SYSTEM 3 21 CRASH CART (BY OWNER) . Sb 22 POWERED DOOR KEY PAD 23 SOLID SURFACE COUNTERTOP. SEE ID DRAWINGS 24 STONE TOP. SEE ID DRAWINGS ADMITTING 104 2 ADMITTING 104 25 UPHOLSTERED CUSHION. SEE ID DRAWINGS SCALE: 3/8" = 1'-0" O Ili♦]„ E: 1 _��1' !i/ n " O SCALE: 3/8 I 0 26 3/8 X 3/4 DEEP REVEAL 2� WOOD VENEER PANEL 28 LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS 29 WOOD VENEER - SEE ID DRAWINGS 30 COUNTERTOP ICE MAKER (BY OWNER) 31 ALLIGN FACES OF FINISHES 32 EXISTING CABINETRY. REPLACE COUNTERTOP ONLY. 33 CABINET LOCK 34 G.W.B. WALL 10 10 10 35 CEILING SUSPENSION SYSTEM FA8a A8a A8a ASa 36 G.W.B. SEILING AND/OR SOFFIT 3'I ELEVATED LAMINATE PLATFORM WITH SOLID SURFACE TOP 38 FIXED FALS PANEL NARCOTICS LOCKER IN LOCKABLE UPPER CABINETRY I I 10•, COUNTERTOP ICEMAKER (VERIFY HEIGHT WITH UPPER CABINETRY) 41 PRINTER (BY OWNER) -- ---� r -- 1 1 - �../ LINE OF BED - O c16 12 43 FIXED LAMINATE PANEL 2' CIA -_--- 11 44 SCRUB SINK - SEE PLUMBING 71 DRAWINGS 6 __ ��_.2L45 STAINLESS STEEL SHELVING II 5 , RH IO 5 O I I ------- I 3-0 CLEAR 3 I CLEAR t, I 3 CLEAR L CLEAR 9 2 5 ASa ASa 8 ASa ASa ASa A8a O3 ADMITTING 104 O CONFERENCE/TRAINING LOUNGE 101 GENERAL NOTES SCALE: 3/8" = I'-0" SCALE: 3/6" = I'-0" I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL 3. SEE SHEET A8a t ASb FOR CABINET DETAILS 2 4. SEE ID SHEET FOR MATERIAL SPECIFICATIONS. 10 I'-b" A8a ...,,.,,. «..�. ,...... _.,,.. ......... ......... �:ae., .___ .._-._ _y�G: ....._... .......... .......... .......... .�:wp. ......... '�. ~ �, / IN Ib li 13 O3 2 13 I� ib I I — 5 2 13 3 N N I I 10 3 I 10 Sb Sb Sb A8a A8a Sb 0DIRECTOR O1= NUR3liIG OFFICE III b DIRECTOR OF NURSANIG OFFICE III O DIRECTOR OF NURSING OFFICE III SCALE: 3/8" a 1'-0" SCALE: 3/8" ■ I'-0" SCALE: 3/5" ■ I'-0" H:\Projects\Projects 2009\0945 - fMC - Z11 ASC Expansion\CD\KLV.02\Arcliitectural\A07abcd - IN'f .1.1-N.dwg, 3/21/2011 1:32:52 PM. DC REVISIONS BY CLIENT/CONTR,4CTOR 2 DC 03. 18. Il .._, E o , r � U �. M @J Q � b 0 a s E �-• � " E N W N C t1 N • • O � cD U < E d rn 2 N t� t� N 1 Ci. .,7 -.r N 00 J G N � o 0 � � O U Z C J N 0 U .� L � C O M M O a Q 0 Cr N o L,i U — 0 O L) 0 LE Q Wec vi 0 I O u-) L M L 0 p CO r C L N O J LL Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet Alb FG— N o�D IREGTOR OF: NURSING O1�IGE III SCALE: 3/8" = I'-0" N 01 :3UP�RVISOiR O1�IGE 112a/b SCALE: 3/8" = 1'-0" J (DI W 8WISOR O1�IGE 12a/b �9 011 _ N 0 N N �4)I SWPEERVI30R 01 ICE 12a/b SCALE: 3/6" = I'-0" a KEYED NOTES ODOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND OKEYBOARD DRAWER OCOPIER (BY OWNER) OREFRIGERATOR (BY OWNER) (8 UNDER COUNTER REFRIGERATOR (BY OWNER) OMICROWAVE (BY OWNER) 10 UNDER CABINETRY LIGHTING - SEE ELECTRICAL DRAWINGS II LAMINATED END PANEL 12 S.S. SINK - SEE PLUMBING DRAWINGS 13 FIXED LAMINATED SUPPORT PANEL - SEE CABINET DETAILS 14 HIGH / LOW DRINKING FOUNTAINS - SEE PLUMBING 15 H.C. SIGN - SEE SHEET Ala FOR MORE INFORMATION 16 LAMINATED BACK -SPLASH �9 11 LAMINATED COUNTER TOP `r IS 32" HIGH DISHWASHER (BY OWNER) 19 DECORATIVE WALL PARTITION - SEE DETAIL 5/A14 20 DECORATIVE SUSPENDED CEILING PANEL SYSTEM 21 CRASH CART (BY OWNER) 22 POWERED DOOR KEY PAD 23 SOLID SURFACE COUNTERTOP. SEE ID DRAWINGS 24 STONE TOP. SEE ID DRAWINGS 29 UPHOLSTERED CUSHION. SEE ID DRAWINGS 26 3/8" X 3/4" DEEP REVEAL 21 WOOD VENEER PANEL 28 LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS 29 WOOD VENEER - SEE ID DRAWINGS 30 COUNTERTOP ICE MAKER (BY OWNER) 31 ALLIGN FACES OF FINISHES 32 EXISTING CABINETRY. REPLACE COUNTERTOP ONLY. 33 CABINET LOCK 34 G.W.B. WALL 35 CEILING SUSPENSION SYSTEM 36 G.W.B. SEILING AND/OR SOFFIT 31 ELEVATED LAMINATE PLATFORM WITH SOLID SURFACE TOP 38 FIXED FALS PANEL 39 NARCOTICS LOCKER IN LOCKABLE UPPER CABINETRY 40 COUNTERTOP ICEMAKER (VERIFY HEIGHT WITH UPPER CABINETRY) 41 PRINTER (BY OWNER) 42 LINE OF BED 43 FIXED LAMINATE PANEL 2 44 SCRUB SINK - SEE PLUMBING DRAWINGS a 8 45 STAINLESS STEEL SHELVING 101 ows 113AI4 � IN�� OFfICE/M�DIG�41.. RECORDS 113/114 � CLEAN IUX)W ROOM 122 CL��11UJOi�IG ROOI"i 122 S/8 I -0 SCALE. 3/8 I 0 O �t '11 �� � 11CxR+41. NOTES...J I SCALE: 3 O N I it �I I 0 S r � m M ORECOAERY 123 SCALE: 3/8" = I'-0" T®I RZG01*l-=RY 123 SCALE: 3/8" = I'-0" @R WVERY 123 SCALE: 3/8" ■ I'-011 I. BEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL 3. SEE SHEET ASa 4 A8b FOR CABINET DETAILS 4. SEE ID SHEET FOR MATERIAL SPECIFICATIONS. REVISIONS BY CLIIENTMTRACTOR pC �—• E o y � � L V cz n 00 a' v c �r u z E N . N N �w • 00 � � u , E Y N ��ti ti ✓ t- N �a N _ C) tX M _.] d ti Q N O Fz C J � 0 'M U tn C o M J o- X a N :° w U N 0 i Q LLJ o -v m v, 0 -C Q M A O Q 00 .0 a- � N O LA - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet A7c 1UProjects\Projects 2009\0945 - FMC - 7H ASC F.xpansi"n\('[)\KLV.02\ArchitecturahA07abed - IN'I ELEVAwg, 3/21/2011 1:34:52 PM, DC REVISIONS BY GL IENT0%TRXT0R DC 03. 18. II �— E c U U • 00 6 n � u U t U U p n O � � j = a / — N �� • 00 t0 CL` V � � Q � E a, ti L N �-- E 'o` N ti to M ~ 04 f� ti CV ' C t � II Vi O_-E _ zm�UQ", W _ U P4 E. d m 0 � oz N I Q� ors �— > ci c N � G M —] o Q r E I � C U_ Z C J N � O Ln C M 0 Cr x x W .L U C) Q � L LL. Q L LI ai 'n s N Q NO 0 0 °o t L ai CL N 0 1 L.- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet A7d H:\Projects\Projects 2009\0945 - FMC - ZII ASC Bpansior i. I, It I?V,02\AfC171tectui,al\AO7.lhcd - IN'I'LLLV.dwg„ 3/21/2011 1:34:22 PM. IN' iv OMED f'r' i�'/M U STORAGE 133 O MEIN i��i:'/P ED STORAGE 133 1G)l CLEAN WORKROOM/STERILE ROOM/STERILE PR-EfD 131 SCALE: 3/8" = I'-0" SCALE: 3/8" = I'-O" SCALE: 3/8" = I'-0" � rG - 00 o 14 I 3 A8a A8a ASa H N Cv .1 KEYED NOTES ODOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE O5A5EBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND OKEYBOARD DRAWER OCOPIER (BY OWNER) OREFRIGERATOR (BY OWNER) OUNDER COUNTER REFRIGERATOR (BY OWNER) OMICROWAVE (BY OWNER) IC UNDER CABINETRY LIGHTING - SEE ELECTRICAL DRAWINGS II LAMINATED END PANEL 12 5.5. SINK - SEE PLUMBING DRAWINGS 13 FIXED LAMINATED SUPPORT PANEL - SEE CABINET DETAILS 14 HIGH / LOW DRINKING FOUNTAINS - SEE PLUMBING 5 H.C. SIGN - SEE SHEET Ale FOR MORE INFORMATION 16 LAMINATED BACKSPLASH li LAMINATED COUNTER TOP 18 32" HIGH DISHWASHER (BY OWNER) 19 DECORATIVE WALL PARTITION - SEE DETAIL 5/A-la 0 DECORATIVE SUSPENDED CEILING PANEL SYSTEM 21 CRASH CART (BY OWNER) 22 POWERED DOOR KEY PAD 23 SOLID SURFACE COUNTERTOP. SEE ID DRAWINGS 24 STONE TOP. SEE ID DRAWINGS 25 UPHOLSTERED CUSHION. SEE ID DRAWINGS 26 3/8" X 3/4" DEEP REVEAL 27 WOOD VENEER PANEL 28 LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS 23 WOOD VENEER - SEE ID DRAWINGS 30 COUNTERTOP ICE MAKER (BY OWNER) 31 ALLIGN FACES OF FINISHES 32 EXISTING CABINETRY. REPLACE COUNTERTOP ONLY. 33 CABINET LOCK 34 G.W.B. WALL 35 CEILING 5U5PEN51ON SYSTEM 36 G.W.B. SEILING AND/OR SOFFIT 37 ELEVATED LAMINATE PLATFORM WITH SOLID SURFACE TOP 38 FIXED FALS PANEL 39 NARCOTICS LOCKER IN LOCKABLE UPPER CABINETRY 40 COUNTERTOP ICEMAKER (VERIFY HEIGHT WITH UPPER CABINETRY) 41 PRINTER (BY OWNER) 42 LINE OF BED 43 FIXED LAMINATE PANEL 2 44 SCRUB SINK - SEE PLUMBING DRAWIN66 45 STAINLESS STEEL SHELVING 101 OFFICE 148/149 O OFFICE 148/149 15REAKROO1" 1 15� GENE A NOTES SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" 1(31 FROCEDURE 115 SCALE: 3/8" ■ I'-0" OSCOPE ROOM 1 s5 SCALE: 3/8" = 1'-0" 0 SCOPE ROOM 185 SCALE: 3/8" = 1'-0" I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL 3. SEE SHEET A8a 4 ASb FOR CABINET DETAILS 4. SEE ID SHEET FOR MATERIAL SPECIFICATIONS. REVISIONS BY r--- E o r vi U r U_ • n o0 .� A � m E — - E w CV —� • o U � � d Y it d E d rn N i 1r E N N r--. cn 00 r,. r� ti N ,I. ,q w z_ F- Cpc' zm U -- C) Q APB 4C_, N o0 J N G _ 1 O O _ G N Q �j o Q C1. N O U_ Z C C4 It O — O U7 L- N M 0 M � J � x -p Ld U •� �- O O U � E (n L Q 0 TJ N Ln O O 0 � J- L _ M a a) C N O J L— Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet Ale H:\ProjectsTrojects 2009M.15 - EMC - ZI I ASC Expansion\CD\REV.02\Architectural\A07abcd - INTELEVAwg, 3/21/2011 1:33:54 PM, DC r ;�I �ICOPE ROOT" I l8S SCALE: 3/8" ■ 1'-0" 0 DiEXPANDED RECOVERY 189 SCALE: 3/8" ■ I'-0" 13 (DIEXPANDED REWVERY 1S9 IG)l EXPANDED RECOVERY 189 SCALE: 3/8" • I'-0" SCALE: 3/8" ■ I'-0" El __- -- - - - El FO ED El --------- ` —----------- -------- \ --- �. El ------ ------- TT IT, !/0,�9 \ / \ / KEYED NOTES ODOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE O3 OPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND OKEYBOARD DRAWER OCOPIER (BY OWNER) OREFRIGERATOR (BY OWNER) O8 UNDER COUNTER REFRIGERATOR (BY OWNER) OMICROWAVE (BY OWNER) 10 UNDER CABINETRY LIGHTING - SEE ELECTRICAL DRAWINGS II LAMINATED END PANEL 12 S.S. SINK - SEE PLUMBING DRAWINGS 13 FIXED LAMINATED SUPPORT PANEL - SEE CABINET DETAILS 14 HIGH / LOW DRINKING FOUNTAINS - SEE PLUMBING 15 N.C. SIGN - SEE SHEET Ala FOR MORE INFORMATION - 16 LAMINATED BACKSPLASH 0 Il LAMINATED COUNTER TOP IS 32" HIGH DISHWASHER (BY OWNER) 19 DECORATIVE WALL PARTITION - SEE DETAIL 5/A-Ia 20 DECORATIVE SUSPENDED CEILING PANEL SYSTEM 21 CRASH CART (BY OWNER) 22 POWERED DOOR KEY PAD 23 SOLID SURFACE COUNTERTOP. SEE ID DRAWINGS 24 STONE TOP. SEE ID DRAWINGS 25 UPHOLSTERED CUSHION. SEE ID DRAWINGS 26 3/8" X 3/4" DEEP REVEAL 0 WOOD VENEER PANEL 28 LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS 29 WOOD VENEER - SEE ID DRAWINGS 30 COUNTERTOP ICE MAKER (BY OWNER) 31 ALLIGN FACES OF FINISHES 32 EXISTING CABINETRY. REPLACE COUNTERTOP ONLY. 33 CABINET LOCK 34 G.W.B. WALL 35 CEILING SUSPENSION SYSTEM 36 G.W.B. SEILING AND/OR SOFFIT 0 ELEVATED LAMINATE PLATFORM WITH SOLID SURFACE TOP 38 FIXED FALS PANEL 39 NARCOTICS LOCKER IN LOCKABLE UPPER CABINETRY 40 COUNTERTOP ICEMAKER (VERIFY HEIGHT WITH UPPER CABINETRY) 41 PRINTER (BY OWNER) 42 LINE OF BED 43 FIXED LAMINATE PANEL 2 44 SCRUB SINK - SEE PLUMBING DRAWINGS 45 STAINLESS STEEL SHELVING J(DI �AXP' OCED RECOVERY 1845 - I GENERAL NOTES OIEXPANDED RECOVERY 189 SCALE: 3/8" = I'-0" �I E>cPANDED RECOVERY l89 SCALE: 3/8" • I'-0" A N (DI:STERILE CORRIDOR 141 SCALE: 3/6" ■ I'-0" I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL 3. SEE SHEET A8a 4 ASb FOR CABINET DETAILS 4. SEE ID SHEET FOR MATERIAL SPECIFICATIONS. REVISIONS BY CLIENVO NTRACTOR 2 DC 03. I8. II '-- E 0 u u � � L • U) °' C — b S E w u , it °J - ¢ E 0 CIj ti - N M r< r� t— N ,. a L > N O O O O ` N � Q, � o V Z C N J d. C M M v � J x x Q N o -o w C.) .0 Q W o M (� L 0 L L Q M L a CO s 0 CL N 0 J Li - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet Alf I I:\Projects\Prgjects 2009NO945 - FMC - Z.H ASC Expansion\CD\REV.02\Architectural\A07abed - IN'I'LLEV.dw6, 3/21/2011 1:33:22 PM, DC REVISIONS BY CLIENT/CONTRXTOR 2 DG 03.IS.II �—• E o U � ` L U �� ro N 0 ,on ' -s — ro vs E 0. N • 00 R tD U � t.0 r aJ ti L � N ti J u7 L N M W ti ti N h�- \ 1 N 1 .G M - x Q Q oo N Q {. U_ Z C N � 0 •U) U C L M � M v a J v W �.�/ •L NL � O LLL Q W m o Q M 0 0 00 t L t� a. lU a N Q J LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet A7g I1:\Projcctz\Projects 2009\0945 - FMC - 7.H ASC Expansion\CD\RLV.02\Architccturul\A07abcd- INTELEV.dwg, 3/21/2011 1:32:22 PM, DC KEYED NOTES 0 3/4" PLYWOOD WITH PLASTIC LAMINATE VENEER - SEE INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION - I 1' -0" I. " -O2 O2' 3/4" SOLID SURFACE MATERIAL - SEE INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION 5 5 I'-4" 2'-I" O STONE SURFACE MATERIAL - SEE INTERIOR DESIGN DRAWINGS FOR 4 21 I 25 21 MORE INFORMATION ____ _______ _____ _________ _ :• . -- ! 4 BACKSPLASH FINISH TO MATCH COUNTERTOP FINISH GH AT O - 3µHI - - .... 6 � COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - 4 21 1 21 = 4 21 1 21 " SEE FINISH SCHEDULE FOR MORE INFORMATION 5/8" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION `----------- I-I-------- -� 11 9 O 5/8" THICK MELAMINE INTERIORS (BOXES) O 1/2" THICK MELAMINE DRAWER STOCK ° O N 9 D O I I ° ° o Z � �•- - ^. Z _ p- F- a o � 21 Ib O 5/8" THICK MELAMINE DRAWER STOCK I I ____--\ f" ---- Q 5/8" THICK ADJUSTABLE MELAMINE SHELVES I I = 9 5 U J Z r ------ "------------ ---1 a w u1 .9 U W z 10 U 10 LINE BORING FOR ADJUSTABLE SHELVES 9 C135 ° ° N w N C OC II 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE VENEER ° ��/ 1 IK Q ° �, 0 J N 12 5/8" MELAMINE FIXED SHELVING ° Q I MICROWAVE- I OWNER 1 `;� W U Q o ° NLu Q W 13 "ZARGEN" 6036 DRAWER SLIDE SYSTEM W/ 6100 t 6110 FILE RAIL ° I - N SYSTEM. > 14 "ZARGEN" 6036 DRAWER SLIDE SYSTEM "ZARGEN" 6035 DRAWER SLIDE SYSTEM l------------------------ ---' ._.............. KEYBOARD DRAWER SYSTEM - SEE SPECIFICATIONS .......... I� 5/8" x 4" MELAMINE 22 6 I 5 22 6 I i 18 I/2" PLYWOOD i. 1 -4" L 2 19 (2) LAYERS OF I/2" PLYWOOD 1'-3" i 2'-0" 20 3/4" PLYWOOD 21 3/4" x 4" PLYWOOD 22 3/4" x 4" PLYWOOD BASE 13 0 C40INET DETAIL 10 0 CA51NET DETAIL � 0 C451NET DETAIL � 0 CA5INET DETAIL � O C 51NET DETAIL SCALE: 1 1/2" ■ 1'-0" SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" ■ I'-0" SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" 1'-0" 23 2x BLOCKING AS REQUIRED 0 24 PLUMBING PIPING INSULATION KIT I'-4" 25 SINK - SEE PLUMBING DRAWINGS 26 WIRE CHASE AS REQUIRED 4 21 2� UNDER CABINET LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 2'-1" 2'-�° T 28 "BLACK" LAMINATE VENEER ALL EXPOSED SURFACES t0 RECEIVE COLORED LAMINATE VENEE 2'-1" I� 14 ll 5 4 21 I 25 21 4 21 I 21 I _ b ^... 4 21 I . ° 10 ° 11 14 Il I I - d) I I �\ 2'-0" Q a. o. ° . ::.......... ° ....:.. `" -------. Cx R�L NOTES o o _y o o Q � \ / / Z tu 4 0. 1_ q > U ° 6 9 o B N o 6 9 a 5 A r+ W -� i 5 C 0 W Lu I. ALL MELAMINE SURFACE TO BE BLACK U.N.O. 2. GROMMET LOCATIONS NOT SHOWN ON CABINET DETAILS - REFER TO N9 � j ° ° ° ° �w 6 c�j iv Z W ° q °... .:..: , Q GROMMET DETAIL BELOW FOR TYPICAL REQUIREMENTS j o 0 10 0 ° ° ° ID 04 N > } � 3. REFER TO COUNTER PLAN BELOW FOR TYPICAL COUNTER LAYOUT Q E 22 6 I 22 6 I it 22 b 1 r � � NOTE: — FIELD CUT CABLE HOLES IN CABINETS AFTER EQUIPMENT 1 HAS BEEN PLACED IN 0 CA5INET DETAIL SCALE: 1 1/2" I'-0" �� 0 CA51NET DETAIL SCALE: 1 1/2" ■ 1'-0" g 0 CABINET DETAIL SCALE: 1 1/2" ■ 1'-0" g O CA51NET DETAIL SCALE: 1 1/2" ■ I'-0" Z CA51NET DETAIL SCALE: 1 1/2" 1'-0" DESIRED LOCATION BY OFFICE STAFF 3" O.D. GROMMET WITH 4 21 C 2'-1" RETRACTABLE, SELF STORING SLOT COVER. li 14 1� 5 .9 2'-I" 4 21 I 21 14 I 14 4 21 I 21 3" b 29 W _.... - a TYPICAL C�01'1M�T D�T�41L SCALE: N.T.S21 - - •• 5 _ N — d) x O - t 8 13 I� 5 BAE 02 H - Q 0 SE NOTE FOR HEIGHTS. Lu �p W M _ 3/32" 7 N w ui b 29 5 9 A 8 13 I� 5 8 13 1'1 5 9 �n VARIES -SEE PLAN \L 2" RADIUS ON ALL CORNERS. L 2'-0" L lg 0 CA51NET DETAIL 1z a CABINET DETAIL 9 o CA51NET DETAIL b O CA51NET DETAIL 3 CA51NET DETAIL O TYPICAL IC�ITER PLAN SCALE: 1 1/2" ■ I'-0" SCALE: 1 1/2" ■ I'-0" SCALE: 1 1/2" ■ I'-0" SCALE: 1 1/2" ■ I'-0" SCALE: 1 1/2" ■ 1'-0" SCALE: N.T.S. REVISIONS BY '—• E o s u �' QJ �un tp u- !�] b ro - - Ew N a N �_, • o Q0 u CD Q a v � Y -• N ti m to °E' � n M ~ ti ti N o _ a / Q i Q N 00 Oo 0 Q o a. CIO 0 U Z_ C J 04 O � C M a X > Cr N v w •;` U — O Q W (� U) 0 -C CO .0 OCL Pr) N 0 LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet A8a I I:\Projects\Projects 2009\0945 - FMC - ZII ASC Expansion\0YRF. V.02\Architcctura1\A08uh -CAB D FIS.dwg, 3/21/2011 1:31:23 PM, DC m t i KEYED NOTES 1'-211 21_511 Ol 3/4" PLYWOOD WITH PLASTIC LAMINATE VENEER - SEE INTERIOR 2'-1" ro DESIGN DRAWINGS FOR MORE INFORMATION O3/4" SOLID SURFACE MATERIAL - SEE INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION 4 21 2 21 C " 4 21 I 25 21 O STONE SURFACE MATERIAL - SEE INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION - ----- ._-_.... 4 BACKSPLASH FINISH TO MATCH COUNTERTOP FINISH - 3" HIGH AT I I 2'-0" (TYP.) 2'-0" (TYP.) COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - SEE FINISH SCHEDULE FOR MORE INFORMATION MAY VA CERTAIN SEE C LOCATIONS qe C MAY VARY IN CERTAIN O ATIONS ELEVATIONS SEE ELEVATIONS O5 5/8" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE INTERIOR -------I DESIGN DRAWINGS FOR MORE INFORMATION I I { O6 5/8" THICK MELAMINE INTERIORS (BOXES) T • I I I I I I 5 5 O 1/2" THICK MELAMINE DRAWER STOCK 8 I, C r O8 5/8" THICK MELAMINE DRAWER STOCK O9 THICK ADJUSTABLE MELAMINE SHELVES n O LINE BORING FOR ADJUSTABLE SHELVES ° C in S in o o II 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE VENEER a ° 5 0 5 B ° o 0 0 12 5/8" MELAMINE FIXED SHELVING ° iv o g G 9 ° 13 "ZARGEN" 6036 DRAWER SLIDE SYSTEM W/ 6100 t 6110 FILE RAIL SYSTEM. ° ° n ° RG 36 DRAWER SLIDE SYSTEM 14 " ZA EN" 60 ° ° ° 15 "ZARGEN" 6035 DRAWER SLIDE SYSTEM o ° ° D ° o n O 16 KEYBOARD DRAWER SYSTEM - SEE SPECIFICATIONS n o 0 ° ° ° 5 I, 5/8" x 4" MELAMINE 1/2" PLYWOOD n o O n ° n 19 (2) LAYERS OF 1/2" PLYWOOD o ° ° 20 3/4" PLYWOOD o o ° 21 3/4" x 4" PLYWOOD ° ° n n 3/4" x 4" PLYWOOD BASE 23 2x BLOCKING AS REQUIRED O CA51NET DETAIL SCALE: 1 1/2" I'-0" (DCA51NET DETAIL SCALE: 1 1/2" 1'-011 ° PLUMBING PIPING INSULATION KIT o ° 25 SINK - SEE PLUMBING DRAWINGS o WIRE CHASE AS REQUIRED ° O O 6 o O 0 9 2, UNDER CABINET LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS I. -Oil ° � 6 1 r 28 "BLACK" LAMINATE VENEER ° - 29 ALL EXPOSED SURFACES TO RECEIVE COLORED LAMINATE VENEE V-111 O .. o U °.. .. n n 4 21 I 21 ° n 4 21 I 21 C O o O ° D U O U U U 9 ° ° _ o Q o 21 / 16 n o ^ Z d o Im o e 10 0 ul GENERAL NOTES n o IL uJ 8 —__ - 13 5 LLl o 4U o n ° - n o N? W o n o o o.7 ... o . .. •`. j 6 1 o o I. ALL MELAMINE SURFACE TO BE BLACK U.N.O. o..., o o ° o n „ 2. GROMMET LOCATIONS NOT SHOWN ON CABINET DETAILS - REFER TO 5„ ° n .4 - --- D o c ° GROMMET DETAIL BELOW FOR TYPICAL REQUIREMENTS W o ° 3. REFER TO COUNTER PLAN BELOW FOR TYPICAL COUNTER LAYOUT 0 ° o n c ° "2' � � NOTE: FIELD GUT CABLE HOLES IN ,m 0 CA51NET DETAIL � 0 CA51NET DETAIL g 0 CA51NET DETAIL � O CA51NET DETAIL � C�►SINET DETAIL SCALE: 1 1/2" I'-0" SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" ■ I'-0" SCALE: 1 1/2" I -0" SCALE: 1 1/2" 1'-0" CABINETS AFTER EQUIPMENT 1 HAS BEEN PLACED IN DESIRED LOCATION BY OFFICE STAFF 3" O.D. GROMMET WITH 4 21 RETRACTABLE, SELF STORING SLOT COVER. - - SEAT CUSHION - BY OWNER 21 2 25 21 - C 14- 3/4" PLYWOOD - - SHEATHING - 2 x 4 WOOD FRAMING I 14 1� 5 C 21 3 _ I I 5 - AT I6" O.C. MAX. , — _ TYPICAL GROMMET DETAIL 2 x 4 LEDGER SCALE: N.T.S. I I _ SEAT CUSHION - BY OWNER i--------- � I j o O �, n� 4n u 21 16 N M - 3/4" PLYWOOD SHEATHING :: I\� �\'_/� 0 o ° - ..• .• o..•. 5 _ ' in � � BACKSPLASH - SEE NOTE 02 _ _ _ FOR HE IGHTS. - ----- ------------------------------ - en D n A Q 9 ° A C 'I` 26 - 3/ 3211 - . - ., 5 _ n o o 28 / I x 3 WOOD TRIM Q 0 O bll 4 1/2" PLYWOOD 10 — 0.SHEATHING N 1 2 x 4 WOOD FRAMING - AT Ib O.G. MAX. VARIES -SEE PLAN � -- 22 b I y 22 6 I :t v I �I 2" RADIUS ON - ALL CORNERS. I -8 0 5ENCW DETAIL 8 0 CA51NET DETAIL- � 0 CA51NET DETAIL 3 O CAIIINET DETAIL O TYPICAL COUNTER PLAN SCALE: 1 1/2" ■ I'-0" SCALE: 1 1/2" ■ I'-0" SCALE: 1 1/2" ■ I'-0" SCALE: 1 1/2" ■ I'-0" SCALE: N.T.S. REVISIONS BY o � L • : co @1 �r 4 o ro = E / E 4] N �.� • o u cp it ¢ E ro E ~O N ti i N TO N ' ---'' o a x r Q N oo o • Q � O0 C) N o n, N 0 U Z o J � •N � � M M O x 3 J 0- Q N LAJ U — O O W L Q N O Q :EM 0 o CO s M � a N 0 LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet A8b IMI• It;AProjectsVProjects 2009A09.15 . FMC - LI I ASC Ex pansionVCDAkIiV.02AArchitectural\AORab-CA I3DTLS.dwg, 3/21/201 1 1:31:17 PM, DC �' :� NOTE: SEE SHEET A8a FOR KEYED NOTES 2 2 11 I EDGE OF SHELF VERTICAL SUFFORT I FLAN VIEUJ- 12 5 - 12 SEE J I FLOOR FLA 1 10 I I _ - i— 12 - _ - I - 23 12 C> - _ DOOR TYMS DOOR FRAMES DOOR SCHEDULE \ \ A "FIRELITE" / GLAZING IN / METAL FRAME / N 37 \ r D E it ' - �� �� \ / / F G H 6 5 // / / 96 l _ _= - 2 /� �� �/ / 2 / / �j �j NO. TYPE DOOR FRAME HARDWARE REMARKS NO. SIZE MATERIAL FIN. FR MAT. FIN. TYPE Iola F 14'-8" x T-0" AL/GL AN - AL AN - - I, 8 101b F 14'-8" x 1'-0" AL/GL AN AL AN I, 8 102 C 3'-0" x 1'-0" x 13/4" SOLID $ty MTL PNT C I 4 103 A PAIR Y-O" x W-O" AL/GL AN AL AN A 1 1,2 105 C 3'-0" x T-0" x 13/4" SCWD St8 MTL PNT C 10 4 106 C 3'-0" x 1'-0" x 13/4" SOW StS MTL PNT C 10 4 ]104 101 C Y-O" x T-0" x 13/4" SCWD a* MTL PNT C 1 4 108 C Y-0" x T-0" x 13/4" SOLID SAS MTL PNT C 3 4 lot C 3'-0" x T-0" x 13/4" SCWD 545 MTL FNT C 3 4 --Da-.;_.x __,-�--- 110b B 4'-0" x 1'-0" x 13/4" SCWD 84S 20 MIN MTL PNT C Ib 4,9,10,1 , x 3 II2a C 3'-0" x 1'-0" x 13/4" SOLD SAS MIL PNT C 3 4 112a r x 113 C 3'-0" x T-0" x 13/4" SCWD $45 45 MIN. MTL FNT C 3 4 113 � - - - - - - - - 115 C 3'-0" x T-0" x 13/4" SOLID SAS MTL FNT C 5 4,14 115 It 3 3 A 9b gb B gb EXTERIOR MAIN EXTERIOR ENTRY DOOR STOREFRONT SYSTEM 8 4 9b 9b 8 4 9b 9b 111 NOT USED Ill 118 E 3'-0" x T-0" x 13/4" SCWD 545 45MIN MTL PNT I C 14 3,4 118 119 C Y-0" x T-0" x 1 3/4" S SAS MTL FNT C 2 4 119S= 110 C 3'-0" x 1'-0" x 13/4" SCWD SAS MTL PNT C 2 4 120 121 C Y-0" x T-0" x 13/4' SCUD 545 MTL PNT C 13 4 121 122 C Y-0" x T-0" x 1 3/4" SCWD 646 MTL PNT C 13 4 122 123 E 3'-0" x T-0" x 13/4" SOLD 545 MTL PNT C 1 4 123 124 C 3'-0" x 1'-0" x 13/4" SCWD 648 MTL PNT C 4 4 124 125 C 3'-0" x 1'-0" x 13/4" SCWD 848 MTL PNT C 13 4 125 126 H Y-0" x 8'-011 AL/6L AN AL AN D 15 1, 2, 5 126a 121 C 3'-0" x T-0" x 1 3/4" SCWD 648 MTL PNT C 2 4 121 118 C Y-0" x T-0" x 13/4" SCWD Sty MTL PNT C 2 4 128 129a C 3'-0" x T-0" x 13/4" SCWD SAS MTL PNT C 10 4 119a 129b C Y-0" x T-0" x 13/4" SCWD SAS MTL PNT C 10 4 129b 125C C 3'-0" x T-0" x 1 3/411 S= SAS MTL PNT C 10 4 125C 129d C 3'-0" x 1'•0" x 13/4" SCWD SAS MTL PNT G 2 129d 130 C 3'•011 x 1'•0" x 13/4" SOLD SAS MTL FNT C 1 4 130 131 C 3'-0" x T-0" x 13/4" SOLID 545 MTL PNT C 2 4 131 132a C Y-0" x T-0" x 1 3/41' SCWD 545 MTL PNT C 10 4 132a C D METAL DOOR FRAME METAL DOOR FRAME IN METAL STUD WALL IN MASONRY WALL 2 //I�\ 131b C Y-0" x T-0" x 13/4" Sao S48 MTL PNT C 10 4 132b /�Q� �� jj �� Q� WA�1\i/WAIRS 132c C 3'-0" x l'-0" x 13/4" SCWD StS MTL PNT C 10 4 132c 132d C Y-O" x T-0" x 13/4" S= 545 MTL PNT C 2 4 131d 132a C 3'-0" x T-0" x 13/4" SCWD 545 MTL PNT C 1 4 132a HARDW,4RE 8ET • I HARDWARE SET • 8 HARDWARE SET • 13 (1 1/2) PR BUTT HINGES (1 1/2) PR BUTT HINGES (11/2) FR BUTT HINGES (U PASSAGE SET (U STOREROOM LOCK SET (1) PASSAGE SET (l) DOOR STOP AS REQUIRED (U DOOR STOP AS REQUIRED (l) DOOR STOP AS REQUIRED (I) AUTO CLOSER (1) DOOR UEEPP HARDWARE SET • 14 HARDWARE SET •'Z (1) PANIC BAR (1 1/2) PR BUTT HINGES (11/2) PR BUTT HINGES (1)AUTO CLOSER (1) OFFICE LOCK SET (1) PRIVACY SET (1) DOOR STOP AS REQUIRED (U DOOR STOP AS REQUIRED (I) AUTO CLOSER HAPIENARE SET • 9 HARDWARE SET • 15 A WA T H RDW' RE SE • 3 (I 1/t) PR BUTT HINGES STANDARD HARDWARE BY "YKK" (1) LOCK SET (1 1/2) PR BUTT HINGES (1) DOOR STOP AS REQUIRED (2) FR STANDARD BUTT HINGES (U OFFICE LOCK SET (1) AUTO CLOSER - 4 1/2' x 4 1/2" (U DOOR STOP AS REQUIRED (U STANDARD CYLINDER - KEYED ON INSIDE AND OUTSIDE (1)1" DIAM. FULL / PUSH BAR - H-1104 HARDWARE SET • 4 HARDWARE SET • Im (1) CONCEALED OVERHEAD AUTOCLOSER (11/2) PR BUTT HINGES (11/2) PR BUTT HINGES (I) DOOR STOP AS REQUIRED (I) STOREROOM LOCK SET (1) DOOR STOP AS REQUIRED (1) IIEATHER-STRIPPING (1) DOOR SWEEP (U DOOR STOP AS REQUIRED (U AUTO CLOSER (U PUSH / FULL HARDWARE SET • 5 (2) KICK PLATES HARDWAM SET • Ib (1) BB 45 x 45, 26D, BUTT HINGES (1 1/2) PR BUTT HINGES • (1) SR SWING UNIT 48" AUTO CLOSER ALUM. ll) PANIC BAR HARDWARE SET 11 (I) ADA PUSH BUTTONS, 32D (1) AUTO CLOSER (11/2) PR BUTT HINGES (U KICK PLATES 8" x 44" 154E, 32D (1) THRESHOLD (1) PANIC BAR (1) FULL PLATES 4" x 16" 54E, 32D (U DOOR STOP AS REQUIRED (1) DOOR STOP AS REQUIRED (1) PUSH PLATES 8" x 16" 54E, 32D (U AUTO CLOSER HARDWARE SET • b (U WEATHER STRIP (1 1/2) FR BUTT HINGES HARDWARE SET • 12 (1) PRIVACY SET (1 1/2) PR BUTT HINGES lU DOOR STOP AS REQUIRED (1) AUTO CLOSER �) STOREROOM S QUIREp (U WEATHER STOP HARDWARE SET • 1 lU DOOR SWEEP (1) AUTO CLOSER STANDARD HARDWARE BY "YKK" (4) PR STANDARD BUTT HINGES - 4 1/2" x 4 1/2" (1) STANDARD CYLINDER - KEYED ON INSIDE AND OUTSIDE (1)1" DIAM. PULL / PUSH BAR - H-1104 (1)CONCEALED OVERHEAD CLOSER (U DOOR STOP AS REQUIRED (U WEATHER-STRIPPING DOOR SWEEP (U FLUSH BOLTS (1) • 133- Gv x.1/4M "- --•, ---.%--� = ., -- �-- ,PNT, -mac- � ; --,�a -�,-- ,�-�--�,.-,�4r---, f_, �_ �, . _�133 --, 134a C II1'-� 3'-0 x 1'-0 x 13/4 SOW 648 MTL PNT C 13 4,15 134a 134b C 3'-0" x T-0" x 13/4" SCWD ads MTL PNT C 13 4,15 134b 135 - __ �_ �. 4 - -k 8,_ _ _ ,--- ^.. �,_- .. T' '-HIS' - D -' S - II _: -135 " 135b E 4'-0" x T-0" x 13/4" SCWD SAS MTL PNT C 1 4 135b 36 3'-0' x 1'-m" x 3/4' 545 TL PN C I 4 136 131 C 3'-0" x T-0" x 13/4" SCWD $AS MTL PNT C 1 4 131 138 NOT USED 138 139 G PAIR 3'-0" x T-0" HM PNT 90MIN HM PNT D 1 12 II, 12,13 139 14o C 3'-0" x l'-0" HM PNT HM PNT D 12 II 140 141 C 3'-0" x T-0" HM FNT HM PNT D 12 II 141 141 C 3'-0" x 1'-0" HM PNT HM PNT D 8 II 142 143a C 4'-0" x T-0" x 13/4" SCWD SAS MTL PNT C 4, 9, 10, 1 143a 143b E 3'-0" x T-0" x 13/4" SCWD 546 MTL PNT C 1 4, 9 143b 144a C 4'-0" x T-0" x 1 3/41' SCWD SAS MTL PNT C 4, 9, 10, 1 144a 144b E 3'-0" x 1'-0" x 13/4" SOLD Sty MTL PNT C I 4, 9 144b 145a C 4'-0" x 1'-0" x 13/4" SOLD $48 MTL FNT C 4, 9, 10, 1 145a 145b E Y-0" x T-0" x 13/4" SCWD 546 MTL FNT C 1 4,5 145b 146 B 4'-0" x T-0" x 13/4" SCWD 646 MTL PNT C 4, 9,10,1 146 141 NOT USED 141 148 C Y-0" x T-0" x 13/4" SCWD $46 MTL PNT C 3 4 148 --14g-- - '„o" �y�l•0" x13/4" SIS,. -. .. Mtn FN - - - r 4 150 C Y-0" x T-0" x 13/4" 3CW 646 45MIN MTL PNT I C 4 4,15 150 15 C f• "- • 1 `.-.. N / 4 0 x 1-0 x 1 3/4 _ tS 45MIN MTL' - 152 C N-O" x T-0" x 13/4" SCWD SAS MTL PNT C 4 4 152 153a A PAIR Y-0" x W-O" AL/GL AN AL AN B 1 1,2 153a 153b C Y-0" x T-0" x 1 3/41' SCWD 545 45MIN MTL PNT C 1 4,6 153b 154 C 3'-011 x T-0" HM PNT HM PNT D 12 II 154 155 EXISTING 155 156a C Y-0" x T-0" x 13/4" SCWD 545 MTL PNT C 1 4 156a C�ENEI AL DOOR NOTES A� 156b X 151 EXISTING 151 156 EXISTING 158 I. ALL DOORS / DOOR OPENINGS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE 2004 EDITION / NFPA 101 LIFE SAFETY CODE 12.12 WIDTH 1.2.1.4 SWING AND FORCE TO OPEN 12.15 LOCKS AND LATCHES AND ALARM DEVICES 12.Ib SPECIAL LOCKING ARRANGEMENTS 12.1.1 PANIC HARDWARE AND FIRE EXIT DEVICES 12.1.8 SELF CLOSING DEVICES 2. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING ADA. REQUIREMENTS. 3. ALL INTERIOR DOOR HANDLES SHALL BE SCHLAGE "AL" SERIES "SATURN". 4. ALL DOORS WITH AUTO CLOSERS SHALL HAVE BALL BEARING TYPE HINGES 5. ALL EXTERIOR DOORS SHALL HAVE 320 FINISH HINGES. fv. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPING. 1. UNLESS NOTED OTHERWISE, ALL INTERIOR DOORS SHALL BE PRE -FINISHED SOLID CORE WOOD DOORS BY MOHAWK "DARK BROWN ON BIRCH, SEE ARCHITECTURAL SPECIFICATIONS AND ID SHEET. S. DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 10', THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (16MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR 13. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN AN EXTERIOR DOOR SHALL NOT EXCEED 85LBF (315N) - FIELD VERIFY EXISTING DOORS 10. THE MAXIMUM FORCE FOR PUSHING OR PULLING AN INTERIOR DOOR SHALL BE 51br (222N) - FIELD VERIFY EXISTING DOORS II. ALL 8'-011 TALL DOORS TO RECEIVE TWO (2) PAIR HINGES 12. PROVIDE EXTRA JAMB REINFORCEMENT FOR ALL 4--0" DOORS 13. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO PLACING ORDER (4 COPIES) I. COLOR TO BE CLEAR ANODIZED ALUMINUM TO MATCH WINDOW SYSTEMS 2. 350 MEDIUM STILE DOOR BY YKK„ - FLORIDA PRODUCT APPROVAL 05851.1 3. 3/4 HOUR C LABEL DOOR 4 FRAME WITH FIRELITE„ GLAZING 4. SEE JAMB DETAIL. 8/A5b 2 2 5, 6. PROVIDE STANDARD PREP FOR OWNER SUPPLIED KEYLESS ENTRY SYSTEM 1. PREPARE DOOR FRAME FOR ELECTRIC STRIKE - ADAMS RITE 1100-540-628-00 - PROVIDE 110v POWER SUPPLY AT CEILING ABOVE S. STANLEY. DURA-GLIDE 2000. BY-PASS DOOR. S. C/S GROUP. "ACRONYM DOOR SYSTEMS" W/ STAINLESS STEEL BEVELE� EDGE. DOOR STAIN TO MATCH WILSONART "SHAKER CHERRY" 380. I 1-(813)-831-3344. SEE ID SHEET. 10. PROVIDE AUTOMATIC PUSH BUTTON OPENING SYSTEM EACH SIDE. SEE ELECTRICAL DRAWINGS 11. SEE DETAIL 4/A9b 12. PROVIDE (3) PAIR HINGES 13. "BBL " LAE DOOR _ __ _ � v v v V I\ 14, PROVIDE 180' HINGES 15. PROVIDE AUTO CLOSER �- ,� �-/ 159 EXISTING 159 160 EXISTING 160 Ibl EXISTING ibl 161 C Y-0" x T-0" x 1 3/41' SCWD 546 MTL PNT C 4 4 162 163 EXISTING 163 O FIXED SNEL DETAIL SCALE: 3/4" 1'-011 164 EXISTING 164 N N T-406-1 166 C 3'-0" x T-0" x 13/4' SCWD 548 45MIN MTL PNT D 13 4 166 168 EXISTING 168 10 EXISTING 169 110 EXISTING 110 Ill NOT USED 11l 112 NOT USED 112 114 C Y-0" x T-0" x 1 3/41' SCWD SAS 45MIN MTL PNT C 4 4,15 114 tt''/�p�� /lQ�! /� t /� A f Q f TIARD�I�i SPECIFICATIONS ,-115 - c 0" k 1'-0' x I`3W4 ' -- - $48 _ - MTL -.r>N? C - 3 - - 4 115 - 116 EXISTING I 1 116 111 E 4'-0" x T-0" x 13/4" SCWD $45 45MIN MTL PNT D 1 3 11l HINGES CAL -ROYAL - U826D - 5B3IxUS26,T5H31xUS26 CLOSER LCN - U826D - 1460/1441 WALL STOP CAL -ROYAL - U5260 - CONWB42 FLOOR STOP : CAL -ROYAL - US260 - DSHPIS PASSAGE SET :SCHLAGE - U626D - SATURN ALIOS PRIVACY SET SCHLAGE - U5260 - SATURN AL405 LOCK SET SCHLAGE - U526D - SATURN AL50PO SINGLE DUMMY TRIM : SCHLAGE - U5260 - SATURN ALI10 STOREROOM LOCK SCHLAGE - U5260 - SATURN AL80P0 CLASSROOM LOCK SCWLAGE - U8260 - SATURN AL10PD THRESHOLD PEMKO - ALUM - 210A or 110A DOOR SWEEP PEMKO - ALUM - 315CN FULL HANDLE DON-JO - U8260 - 1114 KICK PLATE DON-JO - ALUM - J102 PANIC DEVICE :MONARCH - MAL - 1910LDANE - ' 118 EXISTING 118 119 EXISTING 119 180 EXISTING 180 181 EXISTING 181 182a EXISTING 182a 181b EXISTING 182b 183 EXISTING 183 184 C 3'-0" x T-0" x 1 3/411 SCWD SAS MTL PNT C 2 4 184 A RE ` • 135 C 3'-0" x 1'-0" x 13/4" SCWD SAS MTL FNT C 13 4 185 186 E 3'-0" x T-0" x 13/4' SCWD Sty MTL FNT C 1 4 186 161 C 3'-0" x T-0" x 13/4" SCWD 54.5 MTL PNT C 13 4 161 WD WOOD 646 STAINED 4 SEALED MTL METAL PNT PAINT HCWD HOLLOW CORE WOOD SCWD SOLID CORE WOOD GL GLASS AN ANODIZED FINISH AL ALUMINUM FAC FACTORY FINISH I88 C Y-0" x T-0" x 13/4" SCWD 545 MTL FNT C 4 4 I88 189a E 3'-0" x T-0" x 1 3/4" SCWD 545 MTL FNT C 1 3,4 189a 189b EXISTING 189b Ito EXISTING Ito I9l NOT USED 1131 192 EXISTING 192 193 EXISTNG 193 154 EXISTING 194 195 C Y-0" x T-0" x 13/4" SCWD SAS MTL PNT C 13 4 195 1% C Y-0" x T-0" x 13/4" SCWD $ty MTL PNT C 13 4 1% 191 10-0" x 1'-0" AL/GL AN AL AN - - I, 8 1-31 REVISIONS BY AWCA COMMENTS DC. 03. 18. II uIENT/CONTRACTOR 2 DC 03, 18. II --• E ) 4 00 2 � � �-� C) - 2 E E w • � C\1 N u CO < m N 't— '""' o z cz cn IL 0 N ti i L N r� M ti N a rx Q Q N p N -a .0 0 a O I � U Z C J N Ut O N •N (� C v M M C) J � X -� W U_ •L U O 0 L li Q W a vi y u-) •s O Q M 0- 00 -C � O _ M CL IV 0 LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet A9a H:\Projects\Projects 2009\0945 - PMC - Z11 ASC Expansion\C'D\Itl.V.02\Architectural\A09ah - DOOR-SCHEDULE.dwg, 3/21/2011 1:31:07 PM, DC _ ■. t �. A.i@Illy r �u r 1 _ DOOR JAMB "° GYPSUM .BOARD 1L STUDS >" O.C. ,ANT r OW METAL DOORFRAME 0 INTERIOR DOOR - METAL HEAD / JAM8 DETAIL SCALE: 3" . I'-0" 0 FOIL INSUL 5/811 WALL 1x3F SEAL, INTERIOR 8" PRECAST LINTEL - SEE STRUCTURAL 5/6" SMOOTH SAND FLOAT FINISH STUCCO SEALANT STOREFRONT SYSTEM BY "YKK" EXTERIOR STOREFRONT DOOR SYSTEM BY "YKK" OINOT USED SCALE: N.T.S. C, O NOT: USED O EXTERIOR STOREFRONT DOOR �TRANSOM W/ j�Ml��7O I DETAIL O NOTMUSED 8" CONCRETE STANLEY SL IO MI DOOR PATA BLOCK < 5/8" SMOOTH SAND FLOAT FINISH STUCCO 1. DURA-GLIDE 3000 BI-PART AUTOMATIC -OPEN DOOR BY STANLEY MAGIC DOOR FOIL FACED I" 2. 111v A.C. 15 AMP SERVICE FOR 1-2 OPERATORS. RIGID INSULATION STOREFRONT 3. ELECTRIC SERVICE TO HEADER BY ELEC. CONTRACTOR A' DOOR SYSTEM 4. STANDARD 1/4" TEMPERED CLEAR GLASS. a BY YKK II 5. DOOR FINISH TO BE WHITE ANODIZED ALUMINUM TO MATCH WINDOW SYSTEMS. GYPSUM ' ° d a. 6. EMERGENCY BREAKOUT ON BOTH SWING -OUT PANELS AND SLIDING DOORS. W AL WALLBOARD 1. DOOR PACKAGE S-3360 (12'-0" WIDTH) / ° INTERIOR EXTERIOR 8" PRECAST LINTEL BLOCK - SEE STRUCTURAL / I/2" EXPANSION 3t1 ° JOINT • j' a i FLOOR 1/4" DROP / ABCRETE SLAB 1 x 3 FURRING / �'� 0 'PER FOOT ° 4114- PE MIN. \ EXTERIOR ° o e d d 4 . III d 4. ° • — --1 -- SEALANT SEALANT d * 4.4 MOTION SENSORS INTERIOR ° d STOREFRONT ° SYSTEM BY "YKK" _4. ° a------------- ° c, 2 (y v ^ F u XTERIOR RECESS SLAB FOR BOTTOM TRACK - COORDINATE WITH DOOR MANUFACTURER FINISH FLOOR/ WALK 1/2" EXPANSION JOINT MATERIAL O EXTERIOR STOREFRONT UJINDOUJ rLwi ►D DETAIL (JA I5 SIM.) 101 EXTERIOR STOREFRONT DOOR THRESHOLD DETAIL SCALE: 3" = I'-0" SCALE: 3" ■ I'-0" INTERIOR WINDOW SYSTEM BY "YK .1 .040 MIL ALUM SILL PAN CONCRETE FLOOR SLAB . \ .- d. -° . d .a , e ° ° d a °.. ° d a ^ d. EXTERIOR 040 MIL ALUM SILL PAN SLIGHT SLOPE FROM EDGE OF STOREFRONT/ THRESHOLD TO EDGE OF SLAB. COORDINATE WITH CONCRETE CONTRACTOR SEALANT C 1/4" PER FOOR SLOPE MIN. _..— 4 a d ° d. ° n d n 4. ° 40. A d 8" CONCRETE ° BLOCK d FOIL FACED I" RIGID INSULATION 4 5/8" GYPSUM WALLBOARD \ 8" PRECAST LINTEL. SEE STRUCTURAL / I x 3 FURRING EXTERIOR INTERIOR r---i I I I 1 I � I SEALANT 1 0 I I I I 5/6" SMOOTH SAND FLOAT FINISH STUCCO .040 MIL ALUM RAIN DEFLECTOR AT EXPOSED LOCATIONS SEALANT HOLLOW METAL DOOR FRAME 01 AUTOMATIC DOOR HEAD / J,4Mi3 DETAIL(DIEXTERIOR STOREFRONT WINDOW SILL DETAIL 0 METAL DOOR HEr4D DETAIL (JAM5 SIM.) SCALE: 3" u I'-0" SCALE: 3" = I'-0" 1 SCALE: 3" 2 I'-0" REVISIONS BY �—� E o u u o C M (l ►ter L � r_ -- Q n m z E = a N �.. oM M_8 L it ¢ E Q m ti x E ~ N o � M ro ti N \ 1 � .� a Q Q O on > N _ O R O O _ N� O p., O � U Z C J N o V .0 r` M C M v J � x N -v Lil vim— O O V) L will Uj v y N -C 0 M L o 00 -C O M L. CL N 0 Li - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet A9b II:\Projccts\Projects 2009\0945 - FMC - ZH ASC Expans ion\CD\RFV.02\Architectural\A09ab - DOOR-SCHEDULEAwg, 3/21/2011 1:30:SR PM, DC v INTERIOR XTERIO METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS CURTAIN WALL SYSTEM BY "YKK" FINISHED FLOOR MATERIAL BACKER ROD AND SEALANT CONCRETE ° SLAB ` EXPANSION JOINT MATERIAL C� O 1/2" GYPSUM CONCRETE SIDEWALK CEILING BOARD STEEL TUBE FRAMING - SEE STRUCTURAL DRAWINGS — CONNECTION ANGLE BY CURTAIN WALL MFR SEALANT INTERIOR a 6 METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS BLOCKING AS REQUIRED BACKER ROD AND SEALANT ICE AND WATER SHIELD OVER 1/2" DENS -GLASS GOLD SHEATHING AND WOOD BLOCKING ALUMINUM COMPOSITE PANEL SYSTEM - SEE WALL SECTIONS ALUMINUM COMPOSITE PANEL EXPANSION JOINT CURTAIN WALL SYSTEM BY "YKK" EXTERIOR 8" COI BLOCI FOIL F RIGID 1/2" Gl WALLE all PRI BLOC STRUC Ix3 SEAL,' POCURTAIN WALL SILL DETAIL _ CURTAIN WALL m"E�4D DETAIL O STORE1- T WINDOW HEAD DETAIL ALE: 3" = 1'-0" SCALE: 3" = I'-0" b METAL STUD FRAMING - SEE STRUCTURAL ----7 X X I X X / I 1/2" GYPS M CEILING BOARD - STEEL TUBE FRAMING - SEE STRUCTURAL CONNECTION ANGLE BY CURTAIN WALL MFR SEALANT INTERIOR ,m CURTAIN WALL WEAD DETAIL SCAL METAL STUD FRAMING - SEE STRUCTURAL IX CONT. BLOCKING BACKER ROD AND I SEALANT ME 777-777 T STD 1/f LA WR 1/8" SMOOTH SAND GC FLOAT FINISH STUCCO OVER METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" 6U DENS -GLASS GOLD Bl SHEATHING CURTAIN WALL SYSTEM BY "YKK" XTERIO 5/0" SMOOTH SAND EXTERIOR FLOAT FINISH STUCCO BACKER ROD AND 8" CONCRETE BLOCK SEALANT 4 4 4 STOREFRONT • SYSTEM BY "YKK" SE 1/2 WA ME SE SEALANT STOREFRONT SYSTEM BY "YKK" 5/8" SMOOTH SAND FLOAT FINISH STUCCO EXTERIOR SEALANT STOREFRONT SYSTEM BY "YKK" 5/8" SMOOTH SAND FLOAT FINISH STUCCO EXTERIOR 8" CONCRETE BLOCK 4 4 4 SEALANT FOIL FACED I" RIGID INSULATION /CIERIOR 5/8" GYPSUM WALLBOARD Ix3 FURRING STE:OI T WINDOW JA4M5 DETAIL SEALANT G.U1.B. SILL Ix3 FURRIN 5/8" GYP: WALLBOAI STOREFRONT SYSTEM BY "YKK" .040 MIL ALUM. SILL PAN - SEE DETAIL 4/AIOb SEALANT SEALANT Q -A.FOIL FACED V RIGID INSULATION 8" CMU FOIL FACED I" RIGID INSULATION INTERIOR 5/8" SMOOTH SAND 5/8" GYPSUM WALLBOARD Ix3 FURRING FLOAT FINISH STUCCO CURTAIN WALL JA M15 DETAIL(DCU=1rAINWALL UJ J�41"I5 DETAIL STOREFRONT WINDOWtJ SILL DEDETAILSCALE: 3" ■ I'-0" SCALE: 3" = I'-0" SCALE: 3" I'-0" SEALANT INTERIOR - STEEL TUBE COLUMN - SEE EXTERIOR STRUCTURAL DRAWINGS CONNECTION ANGLE BY CURTAIN WALL MFR. 1/8" SMOOTH SAND / CURTAIN WALL SYSTEM FINISH STEEL TUBE FRAMING - BY 11 µCO OVER METAL LATFLOAT .040 MIL FINISH SEE STRUCTURAL OVER "TYVEK" STUCCO ALUM BREAK i DRAWINGS — ALUMINUM FLASHING WRAP OVER 1/2" METAL j 5/8" GYPSUM AS REQUIRED DENS -GLASS GOLD SHEATHING WALL BOARD ICE AND WATER n SHIELD OVER 1/2" METAL STUD FRAMING - ,;\ , METAL STUD FRAMING - ( DENS -GLASS GOLD SHEATHING X X SEE STRUCTURAL SEE STRUCTURAL x x DRAWINGS CURTAIN WALL SYSTEM BY "YIGK" o CURTAIN WALL OUTSIDE COR NER R DETAIL SCALE: 3" = I'-m" 8 CURTAIN WALL SILL DETAIL SCALE: 3" = I'-m" BACKER ROD AND SEALANT METAL STUD FRAMING - SEE STRUCTURAL STE: 3" = I'_m" D ONT WINDOW WEA DETAIL SCAL EXTERIOR SEALANT STOREFRONT SYSTEM BY "YKK" WIDOW SCHEDULE O "NON -IMPACT" TYPE SIZE MANF / DESIGNATION REMARKS CONT. CURTAIN WALL YKK - YCW 150 SSG 2 1/2" x 1 1/2" FRAME WITH I" GLAZING 4'-0" x 5'-0" YKK - YES 45 FI 2" x 4 1/2" FRAME WITH 1" GLAZING C V-0" x 5'-0" YKK - YES 45 FI 2" x 4 1/2" FRAME WITH IN GLAZING q V-0" x T-0" YKK - YES 45 FI 2" x 4 1/2" FRAME WITH ]"GLAZING E (FIELD VERIFY) V-2" x W-0" YKK - YES 45 FI 2" x 4 1/2" FRAME WITH 1" GLAZING F V-0" x IT-O" YKK - YES 45 FI 2" x 4 1/2" FRAME WITH 1" GLAZING G (FIELD VERIFY)10-8" x 4'-1" YKK - YES 45 FI 2" x 4 1/2" FRAME WITH I" GLAZING H 11'4" x V-4" - 1/4" GLASS IN HOLLOW METAL FRAME J 4'-0" x V-4" - 1/4" GLASS IN HOLLOW METAL FRAME K V-0" x V-0" - 1/4" GLASS IN HOLLOW METAL FRAME L IT-O" X 12'-0" YKK - YES 45 FI 2" X 4 }" FRAME WITH IN GLAZING M 4'4" x 4'4" - 1/4" GLASS IN HOLLOW METAL FRAME GENERAL WINDOW NOTES I. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. 2. ALL EXTERIOR STOREFRONT WINDOW SYSTEMS ARE TO BE NON -IMPACT RATED INSULATED SOLARSCREEN CRYSTAL CHROME (VY-130) REFLECTIVE GLASS BY VIRACON 3. STOREFRONT FINISH TO BE CLEAR ANODIZED ALUMINUM 4. PRIOR TO INSTALLATION, SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL WINDOW TYPES 5 4' - m" Im (TYP.) t —.- _T in � I 10 /, ' I 9 iD i+l Im i t m Im ' FINISH ir1 I FLOOR 9 0 1 Im TYPICAL CURTAIN WALL Im Q I 2 10 10 i 3 2 _ 2 - Im L �/ o 3 3 10 FINISH FLOOR II _III_ FINISH FLOOR ISH 'FOR F1_ - 0 0 `t FINISH FLOOR REVISIONS BY E o � � L L • L ►..ter L � C ` Ly bD �r ¢ z E ./ E Lz R i1 M N r�..�r • 00 � � U � � it ¢ E 00 rn � •' N > ti E t_ N 0 ti N M ti ✓ ti N � o Q Q N m N 0 � Q o . x 1 1 Q o M D- O O U z O J N � o .N U C M O M (3 W � x >o N N 0 Q W o Vl O Q t M L 0 o CO s L ., re) CL 4) 0 LL. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: Drawn Job: 09-45 Sheet Al Oa I1:\Projects\Projects 2009\O945 - FMC - ZH ASC F.xpan"inn\CD\R[iV.02\Architectural\A I Oah • WND-SCI IEDULE.dwg, 3/21 /201 1 1:30:46 PM, DC SOUND INSULATION 71 METAL STUDS AT 16" O.G. SEE WALLTYPES. 5/8" GYPSUM WALLBOARD `) 2x BUCK �.... i' 1/4" TEMPERED CLEAR GLASS. HOLLOW METAL FRAME OINTERIOR WINDOW HEAD / JA 15 DETAIL SCALE: 3" 111 I'-0" 1/4" TEMPERED CLEAR GLASS. HOLLOW METAL FRAME r 2x BUCK SOUND INSULATION W METAL STUDS AT 16" O.C. SEE WALLTYPES. w WOOD BASE o INTERIOR WINDOW SILL DETAIL SCALE: 3" I'-0" STEEL COLUMN - SEE STRUCTURAL .040 MILL FINISH ALUM BREAK METAL /777 a / 0 L� CURTAIN WALL SYSTEM O DETAIL SCALE: 3" 1'-0" WIDTH OF WINDOW FRAME PLUS I/8" I" �P 1" Q� �0 �QO 3/8" HEM EDGE .040 MIL ALUMINUM PAN $ ALL JOINTS MUST BE WATER TIGHT OSILL. PAN DETAIL. SCALE: 3" ■ I'-0" REVISIONS BY E c u U � � L i✓ n 00 a J u- M �r Q pLp L ' ro y = E / - = E QN� N 0. N it ¢ E 00 Q m a,—ti N O �w E ~ 'Cr.), L M f` ti ti N ' O R �;Y .r w', a i Q Q N O � O O N � Q t/1 N O U_ Z C J cV In N C o M M O � J x Q N v -o N O O L LL. Q LiJ Q M :E0 a O 0 C t M a- N 0 J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: Drawn Job: 09-45 Sheet Al Ob I I:\Prujccts\Projects 2009\0945 - 1'MC - 7H ASC Fspansin"\C'I)\It I:V.02`.Architccu"al\A I Oab - WND-SCHF.DULB.dwg, 3/21/2011 1:30:40 PM, DC INTERIOR 20 GA. STEEL CHANNEL Design No. U465 September 27, 2005 CABINET IN NON RATED WALL 5/8" GYPSUM Nonbcaring Wall Rating - I HR. MODEL NO. 102-IF12 AS MANUFACTURED BY J.L. INDUSTRIES. FASTEN TO STRUCTURE ABOVE EXTERIOR 5/8 SMOOTH SAND FLOAT EXISTING WALL SYSTEM WALLBOARD. FINISH STUCCO INTERIOR ,Q CABINET IN RATED WALL 3 5/8" 25 GA. 8" C.M.U. �5/08'GMETAL STUDS AT --,? r -, , l'. ) ` MODEL NO. 1021F12 FX AS MANUFACTURED BY J.L. INDUSTRIES AT 6" WALLS GAL . STEEL L STUDS AT 6'-0" O.G. �... / MODEL NO. 1022FI2 FX AS MANUFACTURED BY J.L. X INDUSTRIES AT 4" WALLS `A ' W I .Floor and Ceiling Runners - (not shown) -Channel shaped runners, 3-5/8 in. wide (min), I-1/4 in. ° ' SOUND INSULATION - SEE FLOOR PLAN FOR legs, formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 LOCATION in. OC max. 2. Steel Studs - Channel shaped, 3-5/9 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG gals steel spaced 24 in. OC max. ` 3 5/8 METAL 5/8 GYPSUM 3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber baits partially or completely filling STUDS AT 16 O.C. WALLBOARD. stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 3A, Fiber, Sprayed* As to Batts Blankets (item 3) Spray applied cellulose material Ix3 FURRING I" FOIL FACED RIGID 5/8" GYPSUM INTERIOR WALLBOARD. INTERIOR - an alternate and - The fiber is applied with water to completely fill the enclosed cavity in accordance with the application FILL SOLID GROUT INSULATION. instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type ADI00 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 pails fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Ib/ft3. AS REQUIRED. 1/2" GYPSUM WALLBOARD SEE STRUCTURAL. INTERIOR _ SEE NOTE BELOW REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL FOR U S GRFENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) MORE INFORMATION 3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (item 3) and item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the LAY -IN ACOUSTICAL application instructions supplied with the product. Applied to completely fill the enclosed cavity. OR GYPSUM BOARD Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC Cellulose Insulation 4. Gypsum Board* - 518 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with I in. CEILING. 5/8" 48" WIDE GW$. APPLIED ,49 O XT RiOR WALL PARTITION � O INTERIOR WALL r AARTITiON a� INTERIOR WALL PARTITION long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the x SCALE: 1 1/2" = F-0" SCALE: 1 1/2" ■ 1'-0" SCALE: 1 1/2" ■ 1'-0" board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to HORIZONTALLY OR VERTICALLY, CORNER JOINTS OVER STUDS, item 6 (resilient channels) or 6A (furring channels), wallboard is screw attached to furring channels with I in. long, Type S steel screws spaced 12 in. OC. STAGGER 16 O.G. OPPOSITE SIDES. AMERICAN GYPSUM CO - Types AG-C, AGX-I BEiJiNG NEW BUILDING MATERIALS PUBLIC CENTER LINE ATTACH TO STUDS AND RUNNERS WITH I" LONG TYPE "S" SCREWS At THE JOINTS 4 RUNNER CHANNELS 2 INTERIOR INTERIOR LTD CO - Type DBX-1. BPB AMERIC'A INC - Types 1, FGRG, ProRoc Type X, ProRoc Type C. BPB CANADA INC ProRoc Type C, ProRoc Type X or ProRoc Type Abuse -Resistant. OF HANDLE GYPSUM WALLBOARD PER WALL TYPE 1/2" TO 3/4" FROM EDGES OF G.W$. SCREWS SHALL BE SPACED 8" O.C. FILL SOLID GROUT INTERIOR I HR RATED FIRE / SMOKE PARTITION 5/8" TYPE "X" GYPSUM WALLBOARD 5/8" GYPSUM - CANADIAN GYPSUM COMPANY -Types AR, C, iP-AR, iP-XI, IP-X2, IPC-AR, SCX, SHX, yp tt; ALONG EDGES OF BOARD AND 12" AS REQUIRED. UL465 WALLBOARD. WRC or WRX. G-P GYPSUM CORP, SUB OF OFOR61A-PACIFIC CORP - Types 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6. FIRE � M EXTINGUISHER SEE SPECS. O.C. IN THE FIELD, COVER JOINTS WITH TAPE AND JOINT COMPOUND PER L - WP - CKN INCREASE METAL STUD THICKNESS R SEE STRUCTURAL. PAINTED FINISH 8" C.M.U. SHAFT WALL 3 5/8" METAL STUDS AT I6" O.C. 6" METAL STUDS At 16" O.G. (8" O.G. AT O.R.'6) LAFARGE NORTH AMERICA INC - Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A. REQUIRED FOR PLUMBING AND NATIONAL GYPSUM CO - Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3 , FSW-5. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type PG-C or PG-9 . ELECTRICAL. \ , . i� \ PANEL REY S A - Type PRX. SIAM GYPSUM INDUSTRY (SARABURi) CO LTD - Type FX-I STANDARD GYPSUM L L C - Types FRX-6, VPBX-6, FRWRX-6, SHTGX-6, FRX-6 Exterior Al A Gypsum Soffit Board, SG-C. METAL STUDS ° n c . a i r TEMPLE -INLAND FOREST PRODUCTS CORP -Type X, Veneer Plaster Base - Type X, Water AT 16" O.G. 3 5/8" OR b" (SEE FLOOR PLAN) 4 Rated - Type X, Sheathing - Type X, Soffit - Type X, TG-C. c! SOUND INSULATION - UNITED STATES GYPSUM CO - Type AR, C, FRX-G, iP-AR, iP-XI, IP-X2, iPC-AR, SCX, SHX, GALV. STEEL STUDS AT 16" O.0 20 GA. STUDS AT WALL MOUNTED __ X - u1 SEE FLOOR PLAN FOR WRC or WRX. USG MEXICO S A DE C V -Type AR, C, IP-AR, IP-XI, iP-X2, iPC-AR, SCX, SHX, WRC or EQUIPMENT ` f 1_' LOCATION WRX. 4A. Gypsum Board* - (As alternate to item 4) - Nom 518 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS ONLY. — - - 5/8" GYPSUM WALLBOARD. INTERIOR one stud cavity on opposite sides of studs. Horizontal edgejoints and horizontal buttjoints on opposite sides of studs need not be staggered or backed. Panels attached to steel studs and floor runner with l in. FLOOR SLAB 25 GA. GALV. STEEL CHANNEL Ix3 FURRING 1" FOIL FACED RIGID EXISTING CONCRETE long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and FASTEN TO SLAB AT 2411 O.C. FILL SOLID GROUT INSULATION. BLOCK - FIELD VERIFY bottom edges and 12 in. OC in the field when panels are applied vertically. CANADIAN GYPSUM COMPANY - Types AR, C, iP-AR, iP-X I, iP-X2, iPC-AR, SCX, SHX, AS REQUIRED. 5/8" GYPSUM WALLBOARD SEE STRUCTURAL. INTERIOR INTERIOR _ REFER TO TYPICAL NON -RATED WRC or WRX. UNITED STATES GYPSUM CO -'I' ype AR, C, FRX-G, IP-AR, IP-XI, iP-X2, IPC-AR, SCX, SIiX, FLOOR SLAB - SEE NOTE BELOW WALL PARTITION DETAIL FOR MORE INFORMATION WRC or WRX. USG MEXiCO S A DE C V - Type AR, C, IP-AR, IP-XI, iP-X2, IPC-AR, SCX, SHX, WRC or WRX. 4B. Gypsum Board* - (As an alternate to items 4 or 4A) - Nom 3/4 in. thick, 4 ft wide, installed as FIFM EXTIC UISHER DETAIL O RATED WALL PARTITION NON -RATED �10 INTERIOR WALL PARTITION INTUJ�1-l- f'r4RTITiON O I1�1T�RIOR UJ,41-1- �'�►RTITION described in Itern GYPSUM COMPANY -Types AR, IP-AR. 4A with screw length increased to 1-1/4R.in. CANADIAN G UNITED STATES GYPSUM CO - Types AR, IP-AR. USG MEXICO S A DE C V -Types AR, iP-AR. 3 O SCALE: ,1 1/2" I'-0" SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" I'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" 5. Joint Tape and Compound -Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 6. Resilient Channel - (Optional -Not Shown) - 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 panhcad INTERIOR steel screws. 6A. Steel Framing Members (Not Shown)* - As an alternate to item 3, furring channels and resilient 2 5/8" GYPSUM WALLBOARD INTERIOR sound isolation clip as described below: OVER I x 3 P.T. FURRING AT a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining EXTERIOR 5/8" SMOOTH SAND FLOAT 16" O.G. MAX. (U LAYER OF 5/8" "X" channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near FINISH STUCCO TYPE GYPSUM each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured 8" C.M.U. WALLBOARD together with two self -tapping 46 framing screws, min. 7/16 in. long at the midpoint of the overlap, ROOF DECK ROOF DECK : 3 5/8" METAL STUDS AT with one screw on each flange of the channel. - < 16" D.C. b. Steel Framing Members* - Used to attach furring channels (item a) to studs (item 1). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center { } grommet, Furring channels are friction fitted into clips. PAC INTERNATIONAL INC - Type RSiC-1. *Bearing the UL Classification Mark EXTEND WALL TO UNDERSIDE OF EXTEND WALL TO UNDERSIDE OF ROOF DECK PER U.L. DESIGN U.465 °A . ROOF DECK PER U.L. DESIGN U.465 ° W \ YJ• \ t C =� STEEL CHANNEL 4 ) STEEL CHANNEL 112b FLORIDA BUILDING CODE — — — — — — — I I 2001 EDITION "FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, F ^ , - -- INSULATION SEE FLOOR PLAN FOR LOCATION (1) LAYER OF 5/8" CJ O UL U465 i HR I I/2„ I'- _ 0 SCALE: 0 �� C " I I SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED FILL SOLID GROUT PAINTED FINISH EXISTING CONCRETE BLOCK -FIELD VERIFY GY P TYPE "X" SUM WALLBOARD C.:yJ I I OPENINGS SHALL BE EFFECTIVELY AS REQUIRED. AND PERMANENTLY IDENTIFIED SEE STRUCTURAL. INTERIOR INTERIOR WiTH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE INTERIOR AUTHORITY HAVING JURISDICTION. REFER TO TYPICAL I HR. RATED FOR MORE ABOVEANYFDECORATIVE CEILING PARTITION INFORMATION AND IN CONGEALED SPACES." SUGGESTED WORDING FOR FIRE O INTERIOR WALL PARTITION � INTERIOR WALL PARTITION ?� AND SMOKE BARRIERS: "FIRE AND EXTEiRiOR WALL PARTITION SMOKE BARRIER - PROTECT ALL A) 0 OPENINGS." SCALE: 1 1/2" ■ I'-0" ,q� SCALE: 1 1/2" = P-0" SCALE: 1 1/2" P-0" EXTERIOR L LAY -IN ACOUSTICAL LAY -IN ACOUSTICAL OR GYPSUM BOARD CEILING. OR GYPSUM BOARD CEILING, l/8" STUCCO OVER METAL LATH OVER "TYVEK" BUILDING WRAP OVER 3/4" DENSGLASS INTERIOR SEE UL DESIGN NO. C U465 ON SHEET Al3b SEE UL DESIGN NO. U465 GOLD SHEATHING 8" METAL STUDS At 16" O.G. A3 EXISTING WALL SYSTEM R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS ONLY. R-II BLANKET INSULATION AT SOUND PROOF PARTITIONS ONLY. w i 3 5/8" OR 6" (SEE FLOOR PLAN) ' 3 5/8" OR 6" (SEE FLOOR PLAN) �.. GALV. STEEL STUDS AT 16" O.C, 20 GALV. STEEL STUDS AT 16" O.C, 20 GA.STUDS AT WALL MOUNTED GA.STUDS AT WALL MOUNTED EQUIPMENT (` EQUIPMENT SOUND INSULATION - NEW LAYER OF 5/8" 25 GA. GALV. STEEL CHANNEL (� FASTEN TO SLAB AT 24" O.C. 25 GA. GALV. STEEL CHANNEL FASTEN TO SLAB AT 24" O.C. SEE FLOOR PLAN FOR LOCATION GYPSUM WALLBOARD OVER EXISTING WALL IF REQUIRED FLOOR SLAB FLOOR SLAB 1/2 11 GYPSUM WALLBOARD. INTERIOR INTERIOR 2 TYP. RATED PARTITION z 1 NR. FIR /SMOKE COMPARTMENT WAL �,12 0 NOT USED O INTERIORWALLWALL Pr4RTITION lei iNTElRIOR WALL PARTITiON S LE 1i1,2HR■OFIRE SCALE: 1 1/2 SCALE: 1 1/2 REVISIONS BY CLIENT/CONTRACTOR DG 03. 18. II E U Y 0 00 � tL .bo �■ 4 n ' a X E `= E w N n N u o it Q E loo- < m V r- N 1� o = L; 0 ■—� CO 00 n- N �1 c Q 00 o O Q M ..0 0 4 � O U Z C J N �t o� C M M ° J � � X Q N ° -° LL1 V -a- L ov a O O L Q LL1 ° N 0 a — Lr) i M o p � � OC) t 01 LL. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: DC Job: 09-45 Sheet Al 1 Now H:\Ilrojects\llrojeets2009\0945-FMC- ZH ASC Expansion\CD\REV.02\Architectural\AI I - MISC DTI.SAwg, 3/21/201 11:30:23 PM, DC LEGEND PATTERN LOCATED IN EXIT PA8546E 12ro V714 v775 PATTERN LOCATED IN FEMALE CHAN16ING VCT5 VCT4 129 AND MALE CHAN61Nfx 132 101 FIN15" FLOOR PLAN SCALE: 3/32" = 1'-0" ROOM FINISH 504EDULE NO. ROOM BASE FLOORS WALLS N S E W 101 AIRLOCK VB1 VWS/PD1 P1A P1A P1A P1A 102 OUTPATIENT SURGERY LOBBY VB2 VWS P7A P7A/WDP P7A 103 GALLERY VB2 VWS P7A P7A P7A P7A 104 ADMITTING VB2 CPT WDP WDP WDP 105 WOMEN'S TOILET PWTB PT PWT/P1 B P✓VT/P1 B PWT/P1 B PWT/P1 B 106 MEN'S TOILET FWTB PT PVVT/P1 B PWT/P1 B PWT/P1 B P✓VT/P1 B 107 CONFERENCEITRAINING LOUNGE VB1 VWS P1A P1A P1A P1A/PL4 108 CONSULT OFFICE VB1 CPT P1A P1A P1A P2A 109 CONSULT OFFICE VB1 CPT P1A P1A P1A P2A 110 PASSAGE VB2 VWS WC WC WC WC 111 DIRECTOR OF NURSING OFFICE VB1 CPT P2A P2A P2A P2A 112a SUPERVISOR OFFICE VB1 CPT P2A P2A P2A P2A 112b SUPERVISOR OFFICE VB1 CPT Pi P2A P2A P2A 113 BUSINESS OFFICE/ MEDICAL RECORDS VB1 CPT P2A P2A P2A P2A 114 OFFICE VB1 CPT P2A P2A P2A P2A 115 ELEC. VB1 VCT1 P1A P1A P1A P1A 116 GENERAL STORAGE VB1 VCT1 P1A P1A P1A P1A 117 PASSAGE VB2 VWS WC WC WC WC 118 PASSAGE VB2 VWS WC WC WC WC 119 STAFF TOILET SVB1 SV1 P2B P2B P2B P2B 120 TOILET/ PATIENT CHANGE SV65 SV5 P2B P2B P2B P2B 121 CLEAN LINEN SVB1 SV1 P1B P1B P1B P1B 122 WORK ROOM SVB1 SV1 P2B P2B P2B P2B 123 RECOVERY SV61-5 SV1-5 P2B P2B P2/P5/P5 P2/P6/P5 124 JANITOR SVB2 SV2 P1 B P1 B P1 B P1 B 125 SOILED WORK ROOM SVB2 SV2 P1 B P1 B P1 B P1 B 126 PASSAGE VB1 VCT1-3 P2A P2A P2A P2A 127 TOILET VB1 VCT4 P1 B P1 B P68 P1 B 128 TOILET VB1 VCT4 P1 B P1 B Pi P1 B 129 FEMALECHANGING V61 VCT1,4,5 P3A P3A P3A P3A 130 TOILET VB1 VCT5 P1 B P1 B P38 P1 B 131 TOILET VB1 VCT5 P1 B P1 B P38 P1 B 132 MALECHANGING V61 VCT1,4,5 Pi PGA F6A Pi 133 MED PREP/ MED STORAGE SVB1 SV1 P2B P2B P2B P2B _ 134 SOILED UTILITY VB1 VCT2 P1 B P1 B P1 B P1 B 135 VESTIBULE VB1 VCT1 P1A P1A PIA P1A 136 SOILED WORK ROOM SVB1 SV1 P2B P2B P2B Pi 137 CLEAN WORKROOM! STERILE PREP SVB1 SV1 P2B P26 P2B Pi 13 S S 1 1 B P> >B 139 MEDICAL GAS P1 B P1 B P1 B P1 B 140 MECHANICAL/VACUUM P1 B P1 B P1 B P1 B 141 NORMAL POWER P1 B P1 B Pl B P1 B 142 EMERGENCY POWER P1 B P1 B P1 B P1 B 1 A O. 2 2 1 1 P 144 CLASS "C' O R. SVB3 SV3 P1 B P1 B P1 B P1 B 145 CLASS "C' O.R. SVB4 SV4 P1 B P1 B P1 B P1 B 146 STERILE CORRIDOR SVB5 SV1-5 P213 P2B P2B P26 147 STERILE CORRIDOR SVB5 SV1-5 P2B P2B P2B P2B 148 PRE ADMISSION NURSE OFFICE VB1 VCT2 P2A P2A P2A P2A 149 SURGICAL COORDINATOR OFFICE VB1 VCT2 P2A P2A P2A P2A 150 GENERAL EQUIPMENT STORAGE VB1 VCT4 P1A P1A P1A P1A 151 EQUIPMENT STORAGE V131 VCT4 PIA P1A P1A Pta 152 JANffOR SV132 SV2 P1 B P1 B P1 B P1 B 153 EAST ENTRY 154 CORRIDOR 155 EXISTING TRAINING 156 BREAKROOM 157 EXISTING JANITOR 158 EXISTING TOILET 159 EXISTING TOILET 161 EXISTING COMPUTER ROOM _ 162 CLOSET 163 EXISTING OFFICE 164 EXISTING OFFICE 165 OFFICE_....._- 166 EXISTING CORRIDOR 167 EXISTING CORRIDOR 168 EXISTING CONFERENCE ROOM 169 EXISTING STORAGE 170 EXISTING WORK AREA 171 EXISTING EXIT CORRIDOR 172 EXISTING EXIT CORRIDOR 173 EXISTING ELEC. ROOM 174 EXISTING PUMP ROOM 175 PROCEDURE V65 SV5 PlB P113 EXISTING PROCEDURE +1b1B176 177 EXISTING CORRIDOR SVB1 SV1-5 P2B P2B 178 EXISTING PROCEDURE 179 SOILED WORK ROOM 180 EXISTING PROCEDURE 181 EXISTING CORRIDOR SVB1 SV1-5 P2B P2B P213 P213 182 NOT USED 183 JANITOR SVB2 SV2 P1 B P1 B P1 B P1 B 184 STAFF TOILET SVB1 SV1 P2B P2B P2B P2B 185 SCOPE ROOM SVB1 SV 1 P1 B P1 B Pl B P1 B 186 EXISTING CORRIDOR SVB1-5 SV1-5 P2B P2B P2B P213 187 GENERAL STORAGE VB1 VCT1 P1A PlA P1A P1A 188 CLEAN LINEN VB1 VCT1 PT B P1 B P1 B P1 B 189 EXPA NDED RECOVERY SVB1-5 SV1-5 P2/P5/P6 P2/P5/P6 P2B P2B 190 EXISTING STORAGE VB1 SV1 P1A P1A P1A P1A 191 EXISTING CORRIDOR SV61-5 SV1-5 P2B P213 P2B P2B 192 DOCTOR'S DICTATION VB1 CPT P2A P2A P2A P2A 193 EXISTING TOILET / PATIENT CHANGE t,^ " 4 `" rs, 194 EXISTING TOILET PATIENT CHANGE 71717,117,11 195 CONSULT V B1 CPT P2A PIA PIA P1 A 196 197 CONSULT AIRLOCK VB1 CPT PD2 P2A UON` . P1A .... °.. PTA K a N... P1A I FINISH MATERIAL LEGEND REMARKS NO, Material Abb. Maker, Model, Manufacturer Flooring Carpet Pedimat Porcelain Tile Sheet Vinyl Vinyl Composition Tile Vinyl Wood Strips Base Porcelain Wall Tile Base Sheet Vinyl Self Cove Base Vinyl Cove Base Walls Paint Porcelain Wall Tile Wallcovering Wood or Laminate Panels Miscellaneous Benches (103) Corner Guards CPT PD1 PD2 PT SV1 SV2 SV3 SV4 SV5 VCT1 VCT2 VCT3 VCT4 VCT5 VWS PWl B SVB1 SVB2 SVB3 SVB4 SVB5 VB1 VB2 P1A P1 B P2A Pi P3B P4B P513 P6B P7B Pi WC WDP BE Cambridge "Agenda" AGN04 Explain, 12' w ide, 1.6"w x 1.21 pattern repeat; 30 oz., Avalar SDX Nylon w ith Puralex, Solution Dyed; Direct Glue Dow n, Contact: Debra Folsom (813) 902-0297 C/S M1 MATLB Pedimat with Base Level Frame; Frame Finish: Mill; Carpet Insert: 9317 Fern; Contact: Copeland Architectural Systems (813) 831-3344 _ - - CIS M1 MATLB Pedimat w ith Base Level Frame; Frame Finish: Mill; Carpet Insert: 9305 Expresso; Contact: Copeland Architectural Systems (813) 831-3344 Dal Tile "Veranda" ColorBody Porcelain Tile "Sand" P505; 20" x 20"; Grout: Custom Building Products "Faw n" 156; 1/16" Grout Joint Armstrong "Medintone" H8300 Cool White; Heat Welded Seams to Match Armstrong "Medintone" H8362 Refresh Green Mid; Heat Welded Seams to Match Armstrong "Medintone" H8351 Indigo; Heat Welded Seams to Match Armstrong "Medintone" H8363 Refresh Green; Heat Welded Seams to Match Armstrong "Medintone" H8350 Indigo Mid; Heat Welded Seams to Match Azrock "Cortina Grande" CG405 Cinder White; 16" x 16" x 1/8" gauge Azrock "Cortina Grande" CG407 Mint; 16" x 16" x 1/8" gauge Azrock "Cortina Grande" CG419 Blue; 16" x 16" x 1/8" gauge Azrock "Solidair" HTS16 Sage; 16" x 16" x 1/8" gauge Azrock "Solidair" HTS13 Blue Diamond; 16" x 16" x 1/8" gauge Amtico "Spacia" S-W2517 Warm Teak; 4" x 36" x 2.5mm thick; Bevelled Edges; Contact: Brandon Sweeney (813) 484-1142 TCL Brand Tile "Earth Naturals" Heap; 12" x 6'; Grout: Custom Building Products " Faw n" 156; 1/16" Grout Joint Armstrong "Medintone" H8300 Cool White; Heat Welded Seams to Match Armstrong "Medintone" H8362 Refresh Green Mid; Heat Welded Seams to Match _. Armstrong "Medintone" H8351 Indigo; Heat Welded Seams to Match Armstrong "Medintone" H8363 Refresh Green; Heat Welded Seams to Match Armstrong "Medintone" H8350 Indigo Mid, Heat Welded Seams to Match Johnsonite "White Sand" 68; 4" Roppe "Gingko" 633; 4" ICI "Cielo Blanco" 43YY 81/051; Eggshell Finish ICI "Cielo Blanco" 43YY 81/051: Epoxy Finish ICI "White Lagoon" 41 BG 76/025; Eggshell Finish ICI "White Lagoon" 41 BG 76/025; Epoxy Finish ClI"Marian's" Meadow" 10GY 39/136; Epoxy Finish ICI "Capitol Blue" 30BB 18/190; Epoxy Finish ICI "Pine Forest Green" 10GY 29/158 Epoxy Finish ICI "Blueberry Bud" 30BB 33/163; Epoxy Finish ICI "Serengeti Plain" 90YY 48/255; Eggshell Finish TCL Brand Tile "Earth Naturals" Hemp; 12" x 18" Installed Subway style with coordinating bullnose cap; Grout: Custom Building Products "Faw n" 156; 1/16" Grout Joint York Contract "Droplet" SG1712 Pistachio; 54"-55.5"w ide; 12 5/8" Straight Match Repeat; 20 oz.; Contact: Eykon - Jean Carrasco (800) 222-7866, Ext. 1121 Stain to match Wilsonart "Shaker Cherry" 7935K-07 Plastic Laminate FABRIC FOR BACK: Loom Source "Baltico" Kelp; 100% Polyester; 54"w ; 3 3!8"I x 3.25"w repeat; Apply so design runs horizontal; VINYL FOR SEAT: Momentum "Cashmere" Ocean; 54"w; Contact: Momentum Group - Mimi Dolan Gursky (800) 366-6839; Ext. 821; - C/S SMZOMN; Color: "Vanilla" 313; Contact: Copeland Architectural Systems (813) 831 3344 Maharam "Steppes" 500925' Color: 007 Baronet; 72"w ; 1.125"v x Win repeat; 101 102 NDPAT COLUMNS 103 104 105 106 PL4 ON WALL BETWEEN COUNTERS & CABINETS 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 8 EXTERIOR 139 PAINT FLOOR 140 PAINT FLOOR 141 PAINT FLOOR 142 4 144 145 146 147 148 149 150 151 152 MATCH EXISTING 153 MATCH EXISTING 154 EXISTING FINISHES 155 MATCH EXISTING 156 EXISTING FINISHES 157 EXISTING FINISHES 158 EXISTING FINISHES 159 EXISTING FINISHES 160 Cubicle Curtains (123) CC1 Contact. Alyson Minett (813) 463-6428 EXISTING FINISHES 161 Cubicle Curtains (189) Crash Rails Doors CC2 Maharam "Adjourn" 511350; Color: 006 Tendril; 72"w ; Contact: Alyson Minett (813) 463-6428 C/S SCR48N; Color: "Vanilla" 313; Contact: Copeland Architectural Systems (813) 831-3344 Mohaw k "Dark Brow n" on Birch (see Door Schedule for location) MATCH EXISTING 162 EXISTING FINISHES 163 EXISTING FINISHES 164 MATCH EXISTING 165 MATCH EXISTING 166 MATCH EXISTING 167 EXISTING FINISHES 168 C/S Acrovyn "Shaker Cherry" 380 (see Door Schedule for location); Contact: Copeland Architectural Systems (813) 831-3344 EXISTING FINISHES 169 EXI TIN FINISHES 170 Door Frames Pill ICI "Cielo Blanco" 43YY 81/051; Semi Gloss Enamel Finish MATCH EXISTING 171 Door Frames (102, 103, 104)4r Toilet Partitions (105,106) P7T TP ICI "Serengeti Plain" 90YY 48/255; Semi Gloss Enamel Finish Corian "Raffia" C Grade MATCH EXISTING 172 EXISTING FINISHES 1 173 MATCH EXISTING 174 Counters&Cabinets Counters (104 Counters on South Wall,102 Beverage Counter); Cabinets 07,113,114,123,148,149, Built-ins (111,112A,112B); LFa�ade04 check in) PL1 2 Wilsonart "Shaker Cherry" 7935K-07 A 175 EXISTING FINISHES 176 177 EXISTING FINISHES 178 EXISTING FINISHES 179 EXISTING FINISHES 180 181 182 1 d3 k Counters (123,148,149,156) Counters (189) Counters (107, 113, 114, 192) Counters (122,133,137,175,185) Dividers (104) 2 Cabinets (122,133,137,156,175,185) 1(� Counters (104 check in) hunters (105, 106) Conters (127, 128, 130, 131) PL2 PL3 PL4 PL5CH PL6 PL7CH SS1 SS2 SS3 Formica "Grass" 3510 58 Wilsonart "Woolamai Brush" 4746-60 Formica "Navy Grafix" 7018-58 Ronite "Bride of the Sea" AB291; ChemGuard Finish, Contact: Donna Burdulis (508) 243-8172 for Pricing Wilsonart "Sprout" 4918-60 onite "Winter White- SW836; CheGuard Finish, Contact. Donna Burdulis (508) Rm 243-8172 for PricingEXISTING Cambria "Whitehall" 0120 Cambria "Snowdon White" 0110 Wilsonart "Gibraltar" 1573-MG Frosty White Mirage 184 185 186 187 188 189 190 191 192 EXISTING FINISHES 193 FINISHES 194 195 MATCH EXISTING 196 197 REVISIONS BY CLIENIXONTRXTOR 2 DC 03. 18. II ---• E o r � L u v ?� • ; m .� & 2 E w :i N N u CD it E Q m a, ti y N Md cn w �—. E N r u to M ~ ✓ r- N v a A r4 rA Z U] i v � u cy o6U'i rn F w , Q E 0 n'z Q� Q QJ o0 O o N M1 .� a O N O t U_ 0 J t_ OO � .W M C to 0- X Q v) 0 -� LLl U {- •� O U Q LAJ 0 Ln .— Q M l0 s 000 L M �— CL N O LL Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet ID II:\Projects\Projects 2009\0945 - PMC- LI I ASC Expansion\CD\REV.02`,Architectur:d\ID - FIN]SII.dwg, 3/21/2011 1:30:02 1 DC 1 _ -_. ; . _.__L _ I >-= i L .l 11 I I I I I! I I 11 I I I I I I I IIILL III" I I I I I I Lit _2_JA___A 1'. In 1!"III!1111 "ll.! 1' ':II.. 11!1" 'A •71 (III 111 I , 1! I I I II IL. 1.. 1' 11 31.=l. _ A____ IVISION I GENERAL NOTES FE.. DIVISION 4' MASONRY SECTION "III STANDARD STEEL DOORS AND FRAMES SECTION m841'1 ALUMINUM STOREFRONT SYSTEM CTION ®13 O SHOP DRAWINGS, PRODUCT DATA AND SAMPLES SEE STRI,ICTURAL SPECS PART I GENERAL I PART I GENERAL PART I GENERAL 101 REQUIREMENTS INCLUDED `' Q t /� t Q DIVISION ISION rp M� I ALS 1,01 GENERAL 2.03 ACCESSORIES 1.01 SUMMARY A. SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR AS A. PROVIDE DOORS AND FRAMES COMPLYING WITH STEEL DOOR INSTITUTE "RECOMMENDED SPECIFICATIONS A. MANUFACTURER'S STANDARD ACCESSORIES: A PROVIDE ALUMINUM STOREFRONT SYSTEMS THAT WILL WITHSTAND WIND PRESSURE LOADS FOR THE NECESSARY WHERE NOT INDICATED, SO ARCHITECT CAN REVIEW, SELECT, CHECK FOR CONFORMANCE, STANDARD STEEL DOORS AND FRAMES" ANSI/SDI-100. I. FASTENERS: ZINC PLATED STEEL CONGEALED FASTENERS, HARDENED ALUMINUM ALLOYS OR AISI 300 LOCATION INDICATED ON THE DRAWINGS PER NATIONAL, STATE AND LOCAL CODES. ETC., AS REQUIRED. SEE STIQLICTURAL SPECS B. MANUFACTURER TO BE A MEMBER OF THE STEEL DOOR INSTITUTE. IE: CECO BUILDING PRODUCTS, REPUBLIC SERIES STAINLESS EXPOSED FASTENERS, COUNTERSUNK, FINISH TO MATCH ALUMINUM COLOR 1.02 RELATED SECTIONS BUILDERS PRODUCTS OR STEEL GRAFT. 2. SEALANT: NON -SKINNING TYPE, AAMA 8033. A SEALANTS 122 RELATED REQUIREMENTS C. SUPPLIER TO BE A STOCKING DISTRIBUTOR FOR ONE OF THE LISTED MANUFACTURERS WITH NO LESS THAN 3. GLAZING: SETTING BLOCKS, EDGE BLOCKS, AND SPACERS IN ACCORDANCE WITH ASTM C 864, SHORE B. GLASS AND GLAZING A DESIGNATED IN THE CONSTRUCTION SCHEDULE, OR IN A SEPARATE COORDINATE SCHEDULE, THE DATES FOR DIVISION 6 WOOD and PLASTICS FIVE YEARS OF DISTRIBUTION FOR SAME MANUFACTURER SUPPLIER t0 NAVE A 'UL" OR "WARNOGC SHOP. DUROMETER HARDNESS AS RECOMMEND BY MANUFACTURER, GLAZING GASKETS IN ACCORDANCE WITH A51M C 864. 103 QUALITY ASSURANCE a INSTALLER SHALL BE EXPERIENCED TO PERFORM WORK OF THIS SECTION WHO HAS SPECIALIZED IN THE SUBMISSION AND THE DATES THAT REVIEWED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES WILL BE NEEDE . HERSEY" CERTIFIED FABRICATION INSTALLATION OF WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT. ALLOW SUFFICIENT TIME IN THE SCHEDULE FOR ARCHITECT REVIEW AND POSSIBLE RESUBMITTALS IF REQUIRED. 1,02 DOORS 224 FABRICATION B. MANUFACTURER SHALL BE CAPABLE OF PROVIDING FIELD SERVICE REPRESENTATION DURING 1.03 SHOP DRAWINGS SECTION 0640 CUSTOM CASEWORK A EXTERIOR DOORS TO BE GRADE II, MINIMUM 18 GA A60 GALVANNEALED FACE SHEET WITH 16 GA STEEL A. SHOP ASSEMBLY: FABRICATE AND ASSEMBLE UNITS WITH JOINTS ONLY AT INTERSECTION OF ALUMINUM CONSTRUCTION, APPROVING ACCEPTABLE INSTALLER AND APPROVING APPLICATION METHOD. A DRAWINGS SHALL BE PRESENTED IN A CLEAR AND THOROUGH MANNER HINGE CHANNEL, FLUSH TOP CHANNEL AND INVERTED BOTTOM CHANNEL. CORE TO BE HONEYCOMB OR MEMBERS WITH UNIFORM HAIRLINE JOINTS, RIGIDLY SECURE, AND SEALED IN ACCORDANCE WITH C. VERIFY ACTUAL MEASUREMENT/OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION. SHOW I. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NUMBERS PART I CABINETS POLYSTYRENE. DOOR TO HAVE FACTORY APPLIED PRIMED INVERTED TOP, CHANNEL WITH SHOP APPLIED MANUFACTURER'S RECOMMENDATIONS. RECORED MEASUREMENTS ON SHOP DRAWINGS. COORDINATE FIELD MEASUREMENTS, FABRICATION SHOWN ON CONTRACT DRAWINGS. ,: CAP IS NOT ACCEPTABLE. I. HARDWARE: DRILL AND CUT TEMPLATE FOR HARDWARE. REINFORCE FRAMES AND DOOR STILES TO SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID CONSTRUCTION DELAYS. 2, SHEET SHALL BE LABELED WITH CORRECT JOB NAME, LOCATION, ARCHITECT'S PROJECT NUMBER, AND SUBCONTRACTOR'S COMPANY NAME, ADDRESS, PHONE NUMBER AND NAME OF RESPONSIBLE 1.01 DOOR FRONTS, DRAWER FRONTS, KICKS AND SPLASHES A KICKS, SPLASHES AND COUNTER TOPS SHALL BE 3/4" THICK PLYWOOD SURFACED WITH HIGH PRESSURE B. INTERIOR DOORS TO BE GRADE II, MINIMUM 20 GAGE COLD ROLLED STEEL FACE SHEET WITH 16 GAGE STEEL HINGE CHANNEL. CORE TO BE HONEYCOMB OR POLYSTYRENE. RECEIVE HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1, WELDING: CONCEAL WELDS ON ALUMINUM MEMBERS IN ACCORDANCE WITH AWS RECOMMENDATIONS OR 124 SUBMITTALS A. PREPARE, REVIEW, APPROVE AND SUBMIT SPECIFIED SUBMITTALS IN ACCORDINANCE WITH REPRESENTATIVE OF COMPANY. DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACE AND EDGES. METHODS RECOMMENDED BY MANUFACTURER MEMBERS SHOWING WELDING BLOOM OR DISCOLORATION ON "CONDITIONS OF THE CONTRACT" AND DIVISION I SUBMITTALS SECTION. 3. DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AND ADJACENT COMPONENTS B. DOOR FRONTS, DRAWLER FRONTS AND CABINET BODIES SHALL BE 5/8" BLACK MELAMINE WITH HIGH 103 FRAMES FINISH OR MATERIAL DISTORTION WILL BE REJECTED. B. SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES, AND PRODUCT COMPONENTS, INCLUDING OF THE WORK PRESSURE DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACES AND EDGES. A EXTERIOR DOOR FRAME TO CONFORM TO SDI/ANSI A2508-ISW. FABRICATED OF 16 GA A60 GALVANNEALED B. FABRICATION TOLERANCES: ANCHORAGE, ACCESSORIES, FINISH COLORS AND TEXTURES. C. STYLE SHALL BE FLUSH OVERLAY WITH SQUARE EDGES. STEEL. CORNERS TO BE FACE WELDED AND GROUND SMOOTH. PAINT AREA WITH A RUST INHIBITING PRIMER I. MATERIAL CUTS: SQUARE TO 1/32 INCH (0.8mm) OFF SQUARE, MAXIMUM, OVER LARGEST DIMENSION, C. 5II11T CURRENT CERTIFIED TEST REPORTS SHOWING COMPLIACNCE WITH CODE REQUIREMENTS 1.04 PRODUCT DATA ANCHORS TO BE CONCEALED. PROPORTIONATE AMOUNT OF 1/32 INCH (0.8mm) ON OTHER TWO DIMENSIONS. DATED NO MORE THAN I YEAR PROIR TO SUBMITTAL DATE. A. PREPARATION: 102 CABINET BACKS B. INTERIOR DOOR FRAME TO CONFORM TO SDI/ANSI A2508- W. FABRICATED OF 16 GA COLD ROLLED 2. MAXIMUM OFFSET: 1/64 INCH (0.4mm) IN ALIGNMENT BETWEEN TWO CONSECUTIVE MEMBERS IN LINE, 1.05 WARRANTY I. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS WHICH ARE SPECIFICALLY A 1/41 THICK TEMPERED HARDBOARD CN BASE AND UPPERS. FINISH INTERIOR FACE TO MATCH CABINET INTERIOR STEEL. CORNERS TO BE FACE WELDED AND GROUND SMOOTH. PAINT AREA WITH A RUST INHIBITING PRIMER END TO END. A PROVIDE MANUFACTURER GUARANTEE AGAINST DEFECTS IN MATERIALS OR WORKMANSHIP FOR A COVERED BY THE SUBMITTAL. REFERENCE ALL NUMBERS TO CORRESPOND TO THOSE IN CONTRACT ANCHORS TO BE CONCEALED, PREP FRAME FOR THREE SILENCERS. 3. MAXIMUM OFFSET: 1/64 INCH (0.4mm) BETWEEN FRAMING MEMBERS AT GLAZING POCKET CORNERS. PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. DOCUMENTS. 1.03 DRAWERS 4. JOINTS (BETWEEN ADJACENT MEMBERS IN SAME ASSEMBLY): HAIRLINE AND SQUARE TO ADJACENT 2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. 3. SHOW DIMENSIONS AND CLEARANCES REQUIRED. A DRAWER FRAMES SHALL BE.GRASS ZA%EN DRAWLER SLIDE SYSTEM OR EQUIVALENT. ALL EXPOSED VIEW PORTIONS SHALL BE FINISHED TO MATCH INTERIOR OF CABINET BODIES. 104 HARDWARE A. PREPARE DOOR AND FRAME TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND MEMBER 5. VARIATION (IN SQUARING DIAGONALS FOR DOORS AND FABRICATED ASSEMBLIES): 1/16 INCH Nkmm). PART 2 PRODUCTS 4. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS. B. KEYBOARD DRAWLER SHALL BE ACCURIDE CBERGO - TRAY 200 KEYBOARD SYSTEM BY ACCURIDE. TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER 6. FLATNESS (FOR DOORS AND FABRICATED A55EMBLIEBI t I/16 INCH flbmm) OFF NEUTRAL PLANE. 2.01 MATERIAL 5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE SUBMITTAL. A. ALUMINUM STOREFRONT SYSTEM(S) SHALL BE: SUNPANE 5500 (2" x 41/2" FOR I" GLAZING) AS MANUFACTURED BY WESTSNORE GLASS CORP.,TAMPA B. MANUFACTURERS STANDARD SCHEMATIC DRAWINGS AND DIAGRAMS: I. MODIFY DRAWINGS AND DIAGRAMS TO DELETE INFORMATION WHICH IS NOT APPLICABLE TO THE W10RK 1.04 SHELVES, DIVIDERS, AND BOTTOMS A SHELVES ON THE INTERIOR OF CABINETS (BEHIND DOORS), BOTTOM IN CABINET, AND VERTICAL DIVIDERS 105 FIRE RATING A ALL DOOR AND FRAMES TO BE FIRE LABELED SHALL HAVE APPROPRIATE LABELS t0 MEET NFPA AND 2.05 FINISHES AND COLORS FLORIDA (I-800-284-5211) OR APPROVED EQUIVALENT. 2. SUPPLEMENT STANDARD INFORMATION TO PROVIDE INFORMATION SPECIFICALLY APPLICABLE SHALL BE 5/8" BLACK MELAMINE. EXPOSED FACES SHALL MATCH CABINET BODY INTERIOR FINISH, ALL LOCAL BUILDING CODES. IT SHALL BE THE RESPONSIBILITY OF THE DISTRIBUTOR TO VERIFY ALL A. ANODIZED FINISH: YKK AP AMERICA ANODIZED FINISH: B. EXTRUDED SECTIONS SHALL BE ALUMINUM AA-6063-T5 ALLOY. TO THE WORK EXPOSED FRONT EDGES, INCLUDING SHELF EDGES, SHALL BE FINISHED WITH ONE (1) TAPED FRONT EDGE. MODIFICATIONS WILL MEET THE NFPA AND LOCAL BUILDING CODES. I. CLEAR: YKK AP YSIN WITH CLEAR PROTECTIVE COMPOSITE COATING. C. ALL GLAZING MATERIALS SHALL BE ELASTOMERIC GLAZING GASKETS. B. FINISHING PREPARE ALUMINUM SURFACES FOR SPECIFIED FINISH, APPLY FINISH IN ACCORDANCE WITH THE D. ALUMINUM MOLDINGS SHALL BE GIVEN A CAUSTIC ETCH FOLLOWED BY AN ANODIC OXIDE 1.05 SAMPLES A OFFICE SAMPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY TO CLEARLY 105 PLASTIC LAMINATE' A 1/16" THICK MATERIAL ON HORIZONTAL SURFACES AND 1/32" ON VERTICAL SURFACES. END OF SECTION 08111 FOLLOWING: I. ANODIZED COATING: ELECTROLYTIC COLOR COATING FOLLOWED BY AN ORGANIC TOP COATING APPLIED TREATMENT TO OBTAIN: CLEAR ANODIZED FIN15H AA-MI2G22A31 CLASS 11, AND SHALL BE DESIGNATED AS CL CLEAR FINISH ILLUSTRATE : (GENERAL NOTE: ALL EXTERIOR COMERS OF COUNTER TOPS TO HAVE A RADIUS OF 1 1/29. TO ALUMINUM EXTRUSIONS PRODUCED FROM QUALITY CONTROLLED BILLETS MEETING AA-606345. (OA MIL MIN, THICK CLEAR ANODIC COATING) 1. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT A a. EXPOSED SURFACES SHALL BE FREE OF SCRATCHES AND OTHER SERIOUS BLEMISHES. E. WALL THICKNESS OF FRAMING MEMBERS SHALL BE ,018 TO .125. DEVICES AND TECHNIQUES. PART 2 PRODUCTS I SECTION M410 ALUMHLIM SWING ENTRANCES (CLWAIN WALL) b. EXTRUSION SHALL BE GIVEN A CAUSTIC ETCH FOLLOWED BY AN ANODIC OXIDE TREATMENT AND SEALED F. ALL EXPOSED FRAMING SURFACES SHALL BE FREE OF SCRATCHES AND OTHER SERIOUS BLEMISHES. 2. FULL RANGE OF COLOR, TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT NO ADDITIONAL COST. C. WITH AN ORGANIC ELECTRODEPOSITION APPLIED PROTECTIVE TOP COATING. I SUBMIT ONLY SPECIFIED COLOR RANGE IF DIFFERENT FROM MANUFACTURERS STANDARD RANGE. 2.01 PARDWARE PART I GENERAL c. OVERALL COATING THICKNESS FOR FINISHES SHALL BE A MINIMUM OF 0.1 MILS. d. COATING SHALL CONFORM TO ALUMINUM ASSOCIATION STANDARD AAMIDESIGNATION SHALL PART 3 EXECUTION B, ALL SAMPLES OF A PARTICULAR PRODUCT, ASSEMBLY, UNIT, ETC., SHALL BE SUBMITTED AT THE SAME HINGES: "GRASS 120 DEGREE SNAP -ON 3O00 SERIES" FULL OVERLAY SELF CLOSING R34 SIGNIFY AN ANODIC COATING OF 0.4 MILS MINIMUM FOLLOWED BY AN OORGANIC TOP COATING OF A 3fdi MANUFACTURER'S INSTRUCTIONS /RECOMMENDATIONS TIME TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN SAMPLES. PULLS : 3 BRUSHED ALUMINUM FINISH BY STANLEY OR EQUAL 101 SUMMARY MINIMUM 03 MILS. A. COMPLIANCE: COMPLY WITH MANUFACTURER'S PRODUCT DATA, INCLUDING PRODUCT TECHNICAL BULLETINS, I�6 SUBMITTALS DRAWER GLIDES : SEE SPECIFICATION ABOVE LOCK: NATIONAL SPECIFICATION LOCKTION ABOVE 1D00R),'CS-8138-26D (DRAWER) A SECTION INCLUDES: ALUMINUM SWING DOORS, INCLUDING: SECTIONAL IMADDITION TO THE ALUMINUM ASSOCIATION STANDARD ABOVE, FINISH SHALL CONFORM TO THE FOLLOWING: PRODUCT CATALOG INSTALLATION INSTRUCTIONS, AND PRODUCT CARTON INSTRUCTIONS. I. AP SERIES MEDIUM STILE SWING ENTRANCES. AAMA 6052 MORTAR RESISTANCE TEST SPECIFICATION, TEST METHOD PER ASTM C201, 24 HOUR A. PERMITS, LICENSES, AND CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES OF PERMITS, A. A. B. RELATED SECTIONS: PAT TEST. 302 EXAMINATION LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES, PART 3 INSTALLATION I. GLASS AND GLAZING: REFER TO DIVISION 8 GLASS AND GLAZING SECTION FOR GLASS AND GLAZING CASS CORROSION RESISTANCE TEST. CASS 240/ ASTM 8368 TEST METHOD. A SITE VERIFICATION OF CONDITIONS: VERIFY SUBSTRATE CONDITIONS (WHICH HAVE BEEN PREVIOUSLY RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS REQUIREMENTS.2) OTHER AAMA 6052 PERFORMANCE TESTS SPECIFIED IN THESE SPECIFICATIONS, SUCH AS: 13 DRY FILM INSTALLED UNDER OTHER SECTIONS) ARE ACCEPTABLE FOR PRODUCT INSTALLATION IN ACCORDANCE ESTABLISHED IN CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON PERFORMANCE OF THE WORK 3.01 INSTALLATION PROVIDE WOOD BACK BLOCKING AT PROPER LOCATIONS IN PARTITIONS FOR CASEWORK ATTACHMENT. 3) HARDNESS, IB2 SALT SPRAY RESISTANCE,1.13.12 COLOR RETENTION, SOUTH FLORIDA, T54.14 GLOSS WITH MANUFACTURER'S INSTRUCTIONS. 1.02 SYSTEM PERFORMANCE DESCRIPTION RETENTION, SOUTH FLORIDA. A PERFORMANCE REQUIREMENTS: PROVIDE ALUMINUM SWING DOORS THAT DOORS THAT COMPLY WITH C. HIGH PERFORMANCE ORGANIC COATING FINISH: 3.03 PREPARATION 1.01 CONTRACTOR RESPONSIBILITIES END OF SECTION 06410 PERFORMANCE REQUIREMENTS INDICATED, AS DEMONSTRATED BY TESTING MANUFACTURES ASSEMBLIES IN 1. TYPE FACTORY APPLIED TWO -COAT 10% KYNAR RESIN BY AUTO CHEM OR 10% HYLAR RESIN BY AUSIMONT, A ADJACENT SURFACES PROTECTION: PROTECT ADJACENT WORK AREAS AND FINISH SURFACES FROM DAMAGE A. REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION. ACCORDANCE WITH TEST METHODS INDICATED. FLOUROPOLYMER BASED COATING SYSTEM, POLYVINLYIDENE FLUORIDE (PYF-2). APPLIED IN ACCORDANCE DURING PRODUCT INSTALLATION. DIVISION Tl� i�"I,�lt,. MOISTURE B. DETERMINE AND VERIFY: I. AIR INFILTRATION (SINGLE ACTING BUTT HINGES OR OFFSET PIVOTSh AIR INFILTRATION SHALL BE TESTED BE SHALL NOT WITH YKK AP PROCEDURES AND MEETING AAMA 6052 SPECIFICATIONS. 1. FIELD MEASUREMENTS.y' �,AND TESTED IN ACCORDANCE WITH ASTM E 283 AT STATIC PRESSURE OF 151pef (15pa.) INFILTRATION 2. COLORS: SELECTED BY ARCHITECT FROM THE FOLLOWING: 3.04 INSTALLATION 2. FIELD CONSTRUCTION CRITERIA. >�O G`tI EXCEED THE FOLLOWING: a. STANDARD COATING COLOR CHARTS. A GENERAL: INSTALL MANUFACTURER'S SYSTEM IN ACCORDANCE WITH SHOP DRAWINGS, AND WITHIN SPECIFIED 3. CATALOG NUMBERS AND SIMILAR DATA a. PAIR OF DOORS: 0.18 CFM/FT (1.02m'/h•m) OF CRACK LENGTH, b. CUSTOM COATING COLOR CHARTS. TOLERANCES. 4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS. b. SINGLE DOORS: 050 CFM/FT (2840/h•m) OF CRACK LENGTH. c. COLOR NAME AND NUMBER I. PROTECT ALUMINUM MEMBERS IN CONTACT WITH MASONRY, STEEL, CONCRETE, OR DISSIMILAR MATERIALS C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. A SECTION 01530 SINGLE PLY THERMOPLASTIC ROOFING 2. STRUCTURAL: DOOR CORNER STRUCTURAL STRENGTH TEST USING A DUAL MOMENT LOADING CRITERIA AS D. FINISHES TESTING: USING NYLON PADS OR BITUMINOUS COATING. DO NOT SUBMIT NON -CONFORMING PRODUCTS. FOLLOWS I. APPLY 057: SOLUTION NaOH, SODIUM HYDROXIDE, TO SMALL AREA OF FINISHED SAMPLE AREA, LEAVE IN 1. SHIM AND BRACE ALUMINUM SYSTEM BEFORE ANCHORING TO STRUCTURE. D NOTIFY THE ARCHITECT IN WRITING, AT THE TIME OF SUBMISSION, OF ANY DEVIATIONS IN THE SUBMITTALS FROM a. A REPRESENTATIVE CORNER SECTION CONSISTING OF A 12 INCH TOP RAIL AND A 24 INCH LONG STILE. PLACE FOR SIXTY MINUTES, LIGHTLY WIPE OFF NaOH, DO NOT CLEAN AREA FURTHER 3. PROVIDE SILL FLASHING AT EXTERIOR STOREFRONT SYSTEMS. EXTEND EXTRUDED FLASHING CONTINUOUS REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS. PART I GENERAL b. TOP RAIL OF EACH SECTION IS ANCHORED TO A FIELD SURFACE AT 3 INCHES FROM CORNER JOINT, A SUBMIT SAMPLES WITH TEST AREA NOTED ON EACH SAMPLE. WITH SLICE JOINTS, SET IN CONTINUOUS BEADS OF SEALANT. E. BEGIN NO FABRICATION OR WORK WHICH REQUIRES SUBMITTALS UNTIL RETURN OF SUBMITTALS WITH LOAD ARM WAS SUBSEQUENTLY MOUNTED AT 15 INCHES FROM INSIDE EDGE OF TOP TOP RAIL ON 4. VERIFY STOREFRONT SYSTEMS ALLOW WATER ENTERING SYSTEM t0 BE COLLECTED IN GUTTERS AND ARCHITECT'S CONFORMANCE REVIEW. F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS 1.01 GENERAL A. OBTAIN PRIMARY FLEXIBLE SHEET ROOFING FROM A SINGLE MANUFACTURER PROVIDE SECONDARY SUSPENDED SIDE RAIL. c. A LOAD WAS APPLIED TO THE LOAD ARM AT IS INCHES FROM INSIDE EDGE OF SIDE RAIL AND AMOUNT PART 3 EXECUTION WTH MAA TO EXTERIOR VERIFY WEEP HOLES ARE OPEN, AND METAL JOINTS ARE SEALED IN ACCORDANCE WITH MAINSTALLATION INSTRUCTIONS. SHALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR ACCEPTANCE. MATERIALS AS RECOMMENDED BY MANUFACTURER OF PRIMARY MATERIALS. DO NOT BEGIN ROOFING OF ROTATION OF LOAD ARM OBSERVED. PROCESS WAS REPEATED AT INCREASING LOADS UNTIL POINT 3,01 MANUFACTURER'S INSTRUCTIONS / RECOMMENDATIONS 5. LOCATE EXPANSION MULLION WHERE INDICATED ON REVIEWED SHOP DRAWINGS. INSTALLATION UNTIL SUBSTRATES HAVE BEEN INSPECTED AND ARE DETERMINED TO BE IN SATISFACTORY OF FAILURE DEFINED AS GREATER THAN 45 DEGREES ROTATION OF LOAD ARM OCCURRED. A. COMPLIANCE: COMPLY WITH MANUFACTURER'S PRODUCT DATA, INCLUDING PRODUCT TECHNICAL BULLETINS, 6. SEAL METAL TO METAL STOREFRONT SYSTEM JOINTS USING SEALANT RECOMMENDED BY SYSTEM 1.08 SUBMISSION REQUIREMENTS A. MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN SUCH SEQUENCE CONDITION. B. PROVIDE ROOFING MATERIALS RECOGNIZED TO BE A TYPE INDICATED AND TESTED TO SHOW d. TEST RESULTS SHALL BE SUPPORTED BY AN INDEPENDENT LABORATORY TEST REPORT, AS FOLLOWS: SPECIFY BELOW LOAD FOR THE APPROPRIATE YKK AP SWING DOOR: FOR YKK AP MODEL 200 AND PRODUCT CATALOG INSTALLATION INSTRUCTIONS, AND PRODUCT CARTON INSTRUCTIONS. MANUFACTURER AS TO CAUSE NO DELAY IN THE WORK OR IN THE WORK OF ANY OTHER CONTRACTOR COMPLIANCE WITH PERFORMANCE IN APPLICATION, OR PROVIDE OTHER SIMILAR MATERIALS 2ODH, SPECIFY 2451be, FOR YKK AP MODEL 350, SPECIFY 2WIbe, FOR YKK AP MODEL SOD, SPECIFY 3,a2 EXAMINATION 3)95 FIELD QUALITY CONTROL B. NUMBER OF SUBMITTALS REQUIRED: I. SHOP DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH THE CONTRACTOR REQUIRES, CERTIFIED IN WRITING BY MANUFACTURER TO BE EQUAL TO OR BETTER THAN MATERIALS SPECIFIED IN EVERY RESPECT, PROVIDE PRODUCTS THAT ARE RECOMMENDED BY MANUFACTURERS TO BE FULLY 3001be 1) YKK AP MODEL: SWING DOOR, Ibe. A. SITE VERIFICATION OF CONDITIONS: VERIFY CONDITIONS (WHICH HAVE BEEN PREVIOUSLY INSTALLED UNDER A. MANUFACTURER'S FIELD SERVICES: UPON OWNER'S REQUEST, PROVIDE MANUFACTURER'S FIELD SERVICE PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE COMPATIBLE WITH INDICATED SUBSTRATES, OR PROVIDE SEPARATE MATERIALS AS REQUIRED TO 3. STRUCTURAL UNIFORM LOAD TEST: OTHER SECTIONS) ARE ACCEPTABLE FOR PRODUCT INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S CONSISTING OF PRODUCT USE RECOMMENDATIONS AND PERIODIC SITE VISIT FOR INSPECTION OF PRODUCT INSTALLATION IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. SIZE 15 24" x 36" FOR ANY ONE SHEET. 2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE l3) ELIMINATE CONTACT BETWEEN INCOMPATIBLE MATERIALS. C. ROOFING MEMBRANE USED SHALL BE A MINIMUM OF 45 MILS (ACTUAL) WITH THE EXPOSED COLOR a. SINGLE DOORS: 90pef. b. PAIR OF DOORS: SOpef. INSTRUCTIONS. I. VERIFY LOCATION OF PRESET ANCHORS, PERIMETER FASTENERS, AND BLOCK -OUTS ARE IN ACCORDANCE B. FIELD TEST: CONDUCT FIELD TEST TO DETERMINE WATERTIGHTNESS OF STOREFRONT SYSTEM. CONDUCT TEST FC-1-16 AT LOCATIONS SELECTED BY ARCHITECT. WHICH WILL BE DETAINED BY THE ARCHITECT. BEING WHITE. 4, FORCED ENTRY RESISTANCE: 30011De. SATISFACTORY. WITH SHOP DRAWINGS. IN ACCORDANCE WITH NAAMM I. PERFORM MINIMUM OF ONE TEST. PERFORM TEST IN ARCHITECT'S PRESENCE. 3. SAMPLES: SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NO NUMBER IS GIVEN, 303 PREPARATION VERIFY CORRECT NUMBER WITH ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF TWO (2) SAMPLES. 4. PROVIDE SUBMITTALS AS REQUIRED BY THE INDIVIDUAL SECTION, BUT NO LESS THAN THAT STATED ABOVE. 1.02 WARRANTY A. SUBMIT EXECUTED COPY OF SINGLE PLY MEMBRANE MANUFACTURER'S "LIMITED SERVICE WARRANTY" 103 PROJECT CONDITIONS / SITECONDITIONS A FIELD MEASUREMENTS: VERIFY ACTUAL MEASUREMENTS/OPENINGS BY FIELD MEASUREMENTS BEFORE A. ADJACENT SURFACES PROTECTION: PROTECT ADJACENT WORK AREAS AND FINISH SURFACES FROM DAMAGE 3.0(o ADJUSTING AND CLEANING A. ADJUSTING: ADJUST OPERATING ITEMS AS RECOMMENDED BY MANUFACTURER C. SUBMITTALS SHALL CONTAIN: AGREEMENT, INCLUDING FLASHING ENDORSEMENT, SIGNED BY AN AUTHORIZED REPRESENTATIVE OF MANUFACTURER PROVIDE FORM THAT IS PUBLISHED WITH PRODUCT LITERATURE AS OF DATE OF CONTACT FABRICATION, SHOW RECORDED MEASUREMENTS ON SHOP DRAWINGS. COORDINATE FIELD MEASUREMENTS, DURING PRODUCT INSTALLATION. I. ALUMINUM SURFACE PROTECTION: PROTECT ALUMINUM SURFACES FROM CONTACT WITH LIME, MORTAR, B. CLEANING: THE GENERAL CONTRACTOR SHALL CLEAN INSTALLED PRODUCTS IN ACCORDANCE WITH I. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS. DOCUMENTS, FOR A PERIOD OF TEN YEARS AFTER DATE OF SUBSTANTIAL COMPLETION. FABRICATION SCHEDULE WITH CONSTRICTION PROGRESS TO AVOID CONSTRUCTION DELAYS. CEMENT, ACIDS, AND OTHER HARMFUL CONTAMINANTS. MANUFACTURER'S INSTRUCTIONS PRIOR TO OWNER'S ACCEPTANCE, AND REMOVE CONSTRUCTION DEBRIS 2. THE PROJECT TITLE AND NUMBER PROJECT SITE. LEGALLY DISPOSE OF DEBRIS, 3. CONTRACT IDENTIFICATION ,. PART 2 PRODUCTS 104 SUBMITTALSFROM INSTALLATION C. PROTECTION: THE GENERAL CONTRACTOR SHALL PROTECT INSTALLED PRODUCT'S FINISH SURFACES FROM 4. THE NAMES OF: A. GENERAL: PREPARE, REVIEW, APPROVE, AND SUBMIT SPECIFIED SUBMITTALS IN ACCORDANCE WITH A. GENERAL: INSTALL MANUFACTURER'S SYSTEM IN ACCORDANCE WITH SHOP DRAWINGS, AND WITHIN SPECIFIED A. DAMAGE DURING CONSTRUCTION. a. CONTRACTOR °CONDITIONS OF THE CONTRACT" AND DIVISION I SUBMITTALS SECTIONS. PRODUCT DATA, SHOP DRAWINGS, TOLERANCES. b. SUBCONTRACTOR c. SUPPLIER lral MANUFACTURER/PRODUCTS A. MECHANICALLY FASTENED POLYMER MAMBRANE: APPROVED PRODUCTS: THERMOPLASTIC SAMPLES, AND SIMILAR SUBMITTALS ARE DEFINED IN "CONDITIONS OF THE CONTRACT." B, PRODUCT DATA: SUBMIT PRODUCT DATA FOR EACH ENTRANCE SERIES SPECIFIED. 1. PROTECT ALUMINUM MEMBERS IN CONTACT WITH MASONRY, STEEL, CONCRETE, OR DISSIMILAR MATERIALS END OF SECTION 06411 d. MANUFACTURER MEMBRANEt SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS C. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES, AND PRODUCT COMPONENTS, USING NYLON PADS OR BITUMINOUS COATING. 1. SHIM AND BRACE ALUMINUM SYSTEM BEFORE ANCHORING TO STRUCTURE. 5. IDENTIFICATION OF THE PRODUCT, WITH THE SPECIFICATION SECTION NUMBER THAT MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED To, THE FOLLOWING INCLUDING ANCHORAGE, ACCESSORIES AND FINISH COLORS. 6. FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH. I. DURO-LAST ROOFING, SAGINAU, MICHIGAN, 800-248-0280 1. FIRESTONE ULTRAPLY 18•, CARMEL, INDIANA, 311-515-1000 D. SAMPLES: SUBMIT VERIFICATION SAMPLES FOR COLORS. MINIMUM 2-1/2 INCH BY 3 INCH (bli m BY 13mm) 3,a5 FIELD QUALITY CONTROL SECTION m8'11�d FINISH HARDWARE 1. RELATION TO ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS. SAMPLES ON ACTUAL ALUMINUM SUBRATES FULL COLOR RANGE EXPECTED IN INSTALLED SYSTEM. A. MANUFACTURER'S FIELD SERVICES: UPON OWNER'S REQUEST, PROVIDE MANUFACTURER'S FIELD SERVICE 8. APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO ASTM OR FEDERAL SPECIFICATION NUMBERS. 3. JPS. ELASTOMETRICS CORP., NORTHAMPTON, MASSACHUSETTS, 413-533-8100 E. QUALITY ASSURANCE / CONTROL SUBMITTALS: CONSISTING PRODUCT USE RECOMMENDATIONS AND PERIODIC SITE VISIT FOR INSPECTION IN ACCORDANCE PART I GENERAL10. S. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS. I. TEST REPORTS: SUBMIT CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED PERFORMANCE WITH MANUFACC TURER'S INSTRUCTIONS. IDENTIFICATION OF OPTIONS AVAILABLE, BUT NOT INDICATED IN THE SPECIFICATIONS, SUCH AS PART 3 EXECUTION CHARACTERISTICS AND PHYSICAL PROPERTIES. 101 GENERAL COLOR, FINISH, TEXTURE, ETC. WITH COMPLETE SAMPLES OR LISTING INCLUDED IN THE SUBMITTAL FOR 2. INSTALLER QUALIFICATION DATA: SUBMIT INSTALLER QUALIFICATION DATA 326 ADJUSTING AND CLEANING A. OBTAIN EACH TYPE OF AS SPECIFIED IN THE DOORMARDWARE SCHEDULE HARDWARE FROM A SINGLE ARCHITECT'S SELECTION. Il. INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOWN ON THE SHOP DRAWINGS SHALL BE 3.01 INSTALLATION A. INSTALL MEMBRANE BY UNROLLING OVER PREPARED SUBSTRATE, LAPPING ADJOINING SHEETS AS R CLOSEOUT SUBMITTALS: I. WARRANTY: SUBMIT EXECUTED WARRANTY DOCUMENTS SPECIFIED HEREIN, ENDORSED BY YKK AP A. ADJUSTING- ADJUST SWING DOORS FOR OPERATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER, ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPLYING WITH THE DIMENSIONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUSION. ONDING RECOMMENDED BY MANUFACTURER, AND BAND SEALING SEAMS. INSTALL MECHANICAL FASTNERS AUTHORIZED OFFICIAL AND INSTALLER CLEANING: THE GENERAL CONTRACTOR SHALL CLEAN INSTALLED PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS PRIOR TO OWNER'S ACCEPTANCE, AND REMOVE CONSTRUCTION DEBRIS FROM REQUIREMENTS. B. FURNISH ALL HARDWARE, IN THEIR ORIGINAL PACKAGING, COMPLETE WITH ACCESORIES OF PROPER SIZE AND 12. IDENTIFICATION OF REVISIONS ON SUBMITTALS. AS RECCENDED BY MANUFACTURER INSTALL FLASHING AND COUNTER FLASHING AS SHOWN OR OMM 2. PROJECT RECORD DOCUMENTS: SUBMIT RECORD DOCUMENTS, INCLUDING OPERATION AND MAINTENANCE PROJECT SITE. LEGALLY DISPOSE OF DEBRIS. DESIGN REQUIRED FOR THE PURPOSE FOR WHICH THEY ARE TO BE USED AND WITH ALL SCREWS, SHIELDS, AND 13. AN 6" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS, 14. CONTRACTOR'S STAMPS, INITIALED OR SIGN, CERTIFYING THE REVIEW OF SUBMITTAL, VERIFICATION OF RECOMMENDED BY MANUFACTURER B. ENGAGE AN EXPERIENCED INSTALLER TO APPLY SINGLE PLY MEMBRANE ROOFING WHO HAS SPECIALIZED DATA FOR INSTALLED MATERIALS IN ACCORDANCE WITH DIVISION I PROJECT CLOSEOUT (PROJECT RECORD DOCUMENTS) SECTION. PROTECTION: THE GENERAL CONTRACTOR SHALL PROTECT THE INSTALLED PRODUCT'S FINISH SURFACES FROM OTHER ANCHORAGE DEVICES NECESSARY FOR A COMPLETE INSTALLATION. HARDWARE SCHEDULE SHOWN PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF IN APPLICATION OF ROOFING SYSTEMS SIMILAR TO THOSE REQUIRED FOR THIS PROJECT. INSTALLER MUST a. MAINTENANCE DATA- MAINTENANCE PROCEDURES FOR CARE CLEANING OF ENTRANCE SYSTEMS. DAMAGE DURING CONSTRUCTION ON THE DRAWINGS. C. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH THE NATIONAL BUILDERS HARDWARE ASSOCIATION AND THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS. BE ACCEPTABLE TO OIL LICENSED BY THE MANUFACTURER, "PROOF WILL BE REQUIRED". END OF SECTION 08410 THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WHEREVER GUTTING AND FITTING IS REQUIRED TO C. WORK ASSOCIATED WITH THE SINGLE PLY MEMBRANE ROOFING, INCLUDING, BUT NOT LIMITED TO, FLASHING 105 QUALITY ASSURANCE INSTALL HARDWARE ONTO INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER 1.09 RESUBMISSION REQUIREMENTS AND COUNTER FLASHING, SCUPPERS AND DOWN SPOUTS, IS TO BE PERFORMED BY THE INSTALLER A. QUALIFICATIONS: WAY, COORDINATED REMOVAL, STORAGE, AND REINSTALLATION OR APPLICATION OF SURFACE PROTECTIONS A. MAKE ANY CORRECTIONS OR CHANGES IN THE SUBMITTALS REQUIRED BY THE ARCHITECT AND RESUBMIT I. INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED (AS DETERMINED BY CONTRACTOR TO PERFORM WITH FINISHING WORK UNTIL ACCEPTED. END OF SECTION 01530 I WORK OF THIS SECTION WHO HAS SPECIALIZED IN THE INSTALLATION OF WORK SIMILAR TO THAT REQUIRED D. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT B. SHOP DRAWINGS AND PRODUCT DATA: FOR THIS PROJECT. IF REQUESTED BY OWNER, SUBMIT REFERENCE LIST OF COMPLETED PROJECTS. SUBSTRATE NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COUNTERSINK UNITS NOT I. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL. 2. MANUFACTURE QUALIFICATIONS: MANUFACTURER CAPABLE OF PROVIDING FIELD SERVICE REPRESENTATION FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANCHORS ACCORDANCE WITH E 2. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED BY THE ARCHITECT. DURING CONSTRUCTION, APPROVING ACCEPTABLE INSTALLER AND APPROVING APPLICATION METHOD. - INDUSTRY STANDARDS. SET THRESHOLDS FOR EXTERIOR DOORS IN FULL BED OF BUTYL -RUBBER OF C. SAMPLES: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL. LENS MASTIC SEALANT. POLYAND may' � DIVISION S DOORS tile/ WINDOWS 106 WARRANTY E. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION. ADJUST AND 1.10 DISTRIBUTION A PROJECT WARRANTY: REFER TO "CONDITIONS OF THE CONTRACTOR" FOR PROJECT WARRANT PROVISIONS. REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE A. DISTRIBUTE REPRODUCTION OF SHOP DRAWINGS AND COPIES OF PRODUCT DATA WHICH CARRY THE B. MANUFACTURER'S WARRANTY: SUBMIT, FOR OWNER'S ACCEPTANCE, MANUFACTURER'S STANDARD WARRANTY APPLICATION MADE. INSTRUCT OWNERS IN PROPER ADJUSTMENT AND MAINTENANCE OF HARDWARE DURING ARCHITECT'S STAMP OF CONFORMANCE TO: SECTION 08211 FLUSH WOOD DOORS DOCUMENT EXECUTED BY AUTHORIZED COMPANY OFFICIAL. MANUFACTURER'S WARRANTY IS IN ADDITION TO, FINAL ADJUSTMENT. I. JOB SITE FILE. AND NOT A LIMITATION OF, OTHER RIGHTS OWNER MAY HAVE UNDER THE CONTRACT DOCUMENTS. 2. RECORD DOCUMENTS FILE. I. BENEFICIARY: ISSUE WARRANTY IN THE LEGAL NAME OF THE PROJECT OWNER 102 KEYING 3. SUBCONTRACTORS. PART I GENERAL 2. WARRANTY PERIOD: YEARS COMMENCING ON DATE OF SUBSTANTIAL COMPLETION. A KEYING SHALL BE PER THE OWNERS REQUIREMENTS. TAG KEYS AND PROVIDE TO OWNER AT SUBSTANTIAL 4. SUPPLIER OR FABRICATOR 3. WARRANTY ACCEPTANCE: OWNER IS SOLE AUTHORITY WHO WILL DETERMINE ACCEPTABILITY OF COMPLETION. 5. OWNER (TO BE DISTRIBUTED BY THE ARCHITECT). 1.01 GENERAL MANUFACTURER'S WARRANTY DOCUMENTS. A. DO NOT DELIVER DOORS OR INSTALL UNTIL CONDITIONS FOR TEMPERATURE AND RELATIVE HUMIDITY HAVE 1.11 ARCHITECT'S DUTIES BEEN STABILIZED AND WILL BE MAINTAINED IN STORAGE AND INSTALLATION AREAS DURING REMAINDER OF PART 2 PRODUCTS 103 GUARANTEE A. PROVIDE ONE-YEAR GUARANTEE FOR ALL HARDWARE. PERIOD OF GUARANTEE SHALL BEGIN FROM DATE OF A. REVIEW SUBMITTALS WITH REASONABLE PROMPTNESS AND IN ACCORD WITH SCHEDULE. ALLOW A MINIMUM CONSTRUCTION PERIOD. OWNER'S ACCEPTANCE. OF TEN (10) WORKING DAYS FOR REVIEW, UNLESS SPECIAL HANDLING IS ARRANGED IN ADVANCE. 2.01 MANUFACTURERS (ACCEPTABLE MANUFACTURERS / PRODUCTS) B. AFFIX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQUIREMENTS FOR RESUBMITTAL OR 1.02 INTERIOR FLUSH WOOD SOLID CORE DOORS A ACCEPTABLE MANUFACTURERS: YKK AP AMERICA INC. END OF SECTION 08110 CONFORMANCE OF SUBMITTAL. ACCEPTANCE IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND A PROVIDE DOORS 1 3/4", "MOHAWK" PREFINISHED, CONFORMING TO AWI SECTION 1300 5630 GWALTNEY DRIVE GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS OF MATERIALS FACE VENEER SHALL BE PREMIUM GRADE, STAIN GRADE BIRCH. EDGE STRIPS SHALL BE HARDWOOD. ATLANTA, GA 30336 WILL NOT BE REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS STILE EDGE SHALL NOT BE LESS THAN 2 3/811 THICK EDGE BEFORE TRIMMING AND SHALL BE SPECIES TELEPHONE: (404) 629-3800, FAX: (404) 629-3838 OF THE CONTRACT DOCUMENTS. COMPATIBLE WITH FACE VENEER TOP AND BOTTOM AND BOTTOM EDGE SHALL NOT BE LESS THAN I I/8" I. MEDIUM STILE SWING DOORS: YKK AP SERIES 35D MEDIUM STILE DOORS. C. RETURN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RESUBMISSION. BEFORE TRIMMING. STAIN DOOR TO MATCH "WILSONART" "MAMBO" IS48K-01 PLASTIC LAMINATE. a. DESCRIPTION: 3-1/211 (88.S) DOOR STILE 2. CORNER CONSTRUCTION: FABRICATE DOOR CORNERS JOINED BY CONCEALED REINFORCEMENT SECURED END OF SECTION 01340 104 HARDWARE - WITH SCREWS, AND SIGMA DEEP PENETRATION WELDING, A. PREPARE DOOR TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND 3. GLAZING STOPS: MANUFACTURER'S STANDARD SNAP-N GLAZING STOPS WITH EPDM GLAZING GASKETS TO TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER PREVENT WATER INFILTRATION. END OF SECTION 08211 4. UUEATHER-STRIPPING: MANUFACTURER'S STANDARD PILE TYPE IN REPLACEABLE RABBETS FOR STILES, 5. MANUFACTURER'S STANDARD Ef'DM BULB TYPE IN DOOR FRAMES. HARDWARE: MANUFACTURER'S STANDARD AS SELECTED BY ARCHITECT. DIVISION 2 SIT(= WOW 202 MATERIALS SEE CIVIL DRAWINGS A EXTRUSIONS: ASTM B 221(ASTM B 2211I 6063-T5 ALUMINUM ALLOY. B. ALUMINUM SHEET: I. ANODIZED FINISH. ASTM B 205 (ASTM B 20T 5005-HI4 ALUMINUM ALLOY, 0.050 INCH (121mm) MINIMUM �+� DIVISION 3 VV)I�CRr:TE THICKNESS. SEE STRUCTURAL SPECS REVISIONS BY .f �-� E O Uri 8 L .._._, cu �. • ' v � 00 - I'D ._ ~� M @J ~~ u ..J ,= IL IIIQ -� o v C -"0 ._ ' co � X E / - - Ew hl L1 N 00 __, • C o d � U . tD it ¢ Iv F E r_" m c -' Y -,, r o � m ��� n v 0 N I .-. N 1 r' m N �I v .0 - 1i__1 Q L U N 2: o v _ "_ C o Of M -I . -= o (3 aC) O n I U_ Z C .J 04 O -N U N a � to a J a- X0 < (/') - LLI U • (I 0 4 0 --'L"- F Q W :2 vi 0 O Q Ln PO L. A. Q 00 = i M Q_ � N a) N 0 Li - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet N 1 I1:\Pruiects\Prujects 2009\0945 - FMC - 7.H ASC Expansio"\CD\REV.02\Architectural\N-SPECS.dwg, 3/21/2011 1:29:31 PM, DC DIVISION 1BFINISHES B. FIRE PERFORMANCE CHARACTERISTICS: IDENTIFY ACOUSTICAL CEILING COMPONENTS WITH APPROPRIATE I. STRUCTURAL CLASSIFICATION: ASTM C 635 ID. C. AS INTERIOR FINISH PRODUCTS, THE WOOD VENEER PANELS ARE DESIGNED FOR INSTALLATION IN SECTION 09110' METAL SYSTEMS METAL STUDS MARKINGS OF APPLICABLE TESTING AND INSPECTING ORGANIZATION. I. SURFACE BURNING CHARACTERISTICS: AS FOLLOWS, TESTED PER ASTM E 84 AND COMPLYING WITH 2. COLOR: WHITE AND MATCH THE ACTUAL COLOR OF THE SELECTED CEILING TILE, UNLESS NOTED OTHERWISE. TEMPERATURE CONDITIONS BETWEEN 50 DEGREES F AND 86 DEGREES F, IN SPACES WHERE THE BUILDING ASTM E 1264 FOR CLASS A PRODUCTS. 3. ACCEPTABLE PRODUCT: PRELUDE XL FIRE GUARD 15/16" EXPOSED TEE AS MANUFACTURED BY 1$ ENCLOSED AND HVAC SYSTEMS ARE FUNCTIONING AND WILL BE IN CONTINUOUS OPERATION. RELATIVE A. AT INTERIOR METAL STUD PARTITIONS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, PROVIDE a. FLAME SPREAD: 25 OR LESS ARMSTRONG WORLD INDUSTRIES, INC. HUMIDITY SHOULD NOT FALL BELOW 25 PERCENT OR EXCEED 55 PERCENT. STANDARD PUNCH STEEL STUDS OF THE SIZES SHOWN ON THE DRAWINGS, EITHER HOT -DIP b. SMOKE DEVELOPED: 50 OR LESS B. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES DESIGN LOAD INDICATED IN ASTM C 635, TABLE I, DIRECT IS WARRANTY GALVANIZED OR FACTORY PRE -PAINT: 25 GA, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 20 2. FIRE RESISTANCE RATINGS. AS INDICATED BY REFERENCE TO DESIGN DESIGNATIONS IN UL FIRE RESISTANCE DIRECTORY, FOR TYPES OF ASSEMBLIES IN WHICH ACOUSTICAL CEILINGS FUNCTION AS A HUNG UNLESS OTHERWISE INDICATED. C. WIRE FOR HANGERS AND TIES: ASTM A 641, CLASS I ZINC COATING, SOFT TEMPER, PRE -STRETCHED, WITH A A. WOOD VENEER PANEL: SUBMIT A WRITTEN WARRANTY EXECUTED BY THE MANUFACTURER, AGREEING TO GA. AT ALL DOOR OPENINGS. FIRE PROTECTIVE MEMBRANE AND TESTED PER ASTM E 119. YIELD STRESS LOAD OF At LEAST TIME THREE DESIGN LOAD, BUT NOT LESS THAN 12 GAUGE. REPAIR OR REPLACE PANELS THAT FAIL WITHIN THE WARRANTY PERIOD. FAILURES INCLUDE, BUT ARE NOT B. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, a. PROTECT LIGHTING FIXTURES AND AIR DUCTS TO COMPLY WITH REQUIREMENTS INDICATED FOR D. EDGE MOLDINGS AND TRIM: METAL OR EXTRUDED ALUMINUM OF TYPES AND PROFILES INDICATED OR, IF LIMITED TO: TRACKS, CLIPS, ANCHORS, FASTENING DEVICES, SOUND ATTENUATION PENCIL RODS AND RESILIENT CLIPS, AND'OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER RATED ASSEMBLY. C. HANDLE ACOUSTICAL CEILING UNITS CAREFULLY TO AVOID CHIPPING EDGES OR DAMAGED UNITS IN ANY NOT INDICATED, MANUFACTURER'S STANDARD MOLDINGS FOR EDGES AND PENETRATIONS, INCLUDING LIGHT FIXTURES, THAT FIT TYPE OF EDGE DETAIL AND SUSPENSION 5Y5TEM INDICATED. PROVIDE MOLDINGS WITH I. DEFECTS IN MATERIALS OR FACTORY WORKMANSHIP. INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER OF THE STEEL STUDS USED. WAY. EXPOSED FLANGE OF THE SAME WIDTH AS EXPOSED RUNNER C. MEET OR EXCEED MINIMUM REQUIREMENTS OF FEDERAL SPEC, QQ-$-698 AND FEDERAL SPEC. Ib DELIVERY, STORAGE, AND HANDLING A. DELIVER ACOUSTICAL CEILING UNITS TO PROJECT SITE IN ORIGINAL, UNOPENED PACKAGES AND STORE E. ACCESSORIES PART 3 -EXECUTION B. WARRANTY PERIOD: 00-$-1150, CLASS D. THEM IN A FULLY ENCLOSED SPACE WHERE THEY WILL BE PROTECTED AGAINST DAMAGE FROM MOISTURE, 3.1 EXAMINATION I. WOOD VENEER PANEL SYSTEM: ONE (1) YEAR FROM DATE OF INSTALLATION. DIRECT SUNLIGHT, SURFACE CONTAMINATION, AND OTHER CAUSES. A. DO NOT PROCEED WITH INSTALLATION UNTIL ALL WET WORK SUCH AS CONCRETE, TERRAllO, PLASTERING 11 B.BEFORE INSTALLING ACOUSTICAL CEILING UNITS, PERMIT THEM TO REACH ROOM TEMPERATURE AND A STABILIZED MOISTURE CONTENT. AND PAINTING HAS BEEN COMPLETED AND THOROUGHLY DRIED OUT, UNLE55 EXPRE65LY PERMITTED BY MANUFACTURER'S PRINTED RECOMMENDATIONS. (EXCEPTION: HUMIGUARD MAX CEILINGS) C. THE WARRANTY SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER METAL TRIM C. HANDLE ACOUSTICAL CEILING UNITS CAREFULLY TO AVOID CHIPPING EDGES OR DAMAGED UNITS IN ANY 32 PREPARATION PROVISIONS OF THE CONTRACT DOCUMENTS AND WILL BE IN ADDITION t0 AND RUN CONCURRENT WITH A. FORM FROM GALVANIZED STEEL NOT LIGHTER THAN 26 GAUGE, COMPLYING WITH FEDERAL SPEC WAY. A. MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS TO BALANCE BORDER OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER THE REQUIREMENTS OF THE CONTRACT 00-6-115, CLASS D. 1.1 PROJECT CONDITIONS WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USE OF LESS THAN HALF WIDTH UNITS AT BORDERS, DOCUMENTS. B. CASING BEADS: U.56. 0200-5. A. SPACE ENCLOSURE: AND COMPLY WITH REFLECTED CEILING PLANS, COORDINATE PANEL LAYOUT WITH MECHANICAL AND ALL CEILING PRODUCTS AND SUSPENSION SYSTEMS MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH ARMSTRONG WRITTEN INSTALLATION INSTRUCTIONS FOR THAT PRODUCT IN EFFECT At THE TIME OF ELECTRICAL FIXTURES. B. COORDINATION: RURNISH LAYOUTS FOR PRESET INSERTS, CLIPS, AND OTHER CEILING ANCHORS WHOSE D.PURPOSE AND LIMITATIONS: END OF SECTION 09110, INSTALLATION AND BEST INDUSTRY PRACTICE. PRIOR TO INSTALLATION, THE CEILING PRODUCT MUST BE INSTALLATION IS SPECIFIED IN OTHER SECTIONS. THIS INFORMATION/DATA IS PROVIDED BY THE MANUFACTURER TO BETTER DESCRIBE THE PRODUCT(S) KEPT CLEAN AND DRY, IN AN ENVIRONMENT THAT IS BETWEEN 32'F (0-C) AND 120-F (49'C) AND NOT I. FURNISH CONCRETE INSERTS AND SIMILAR DEVICES TO OTHER TRADES FOR INSTALLATION WELL IN AND/OR SUBJECT INSTALLATION, SOLELY FOR FURTHER EVALUATION BY THE SPECIFIER THE SUBJECT TO ABNORMAL CONDITIONS. ADVANCE OF TIME NEEDED FOR COORDINATION OF OTHER WORK MANUFACTURER MAKES NO REPRESENTATIONS, NOR PROVIDES ANY WARRANTY FOR THE DATA PROVIDED SECTION OW50 GYPSUM WALLBOARD ABNORMAL CONDITIONS INCLUDE EXPOSURE TO CHEMICAL FUMES, VIBRATIONS, MOISTURE FROM CONDITIONS SUCH AS BUILDING LEAKS OR CONDENSATION, EXCESSIVE HUMIDITY, OR EXCESSIVE DIRT OR 33 INSTALLATION A. INSTALL SUSPENSION SYSTEM AND PANELS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, AND EXCEPT TO THE EXTENT WHERE IT IS APPLICABLE THAT IT WAS PREPARED BY AN INDEPENDENT LICENSED PROFESSIONAL ENGINEER THIS INFORMATION 15 NOT PROVIDED IN LIEU OF THE SEPARATE AND DUST BUILDUP. IN COMPLIANCE WITH ASTM C 63(o AND WITH THE AUTHORITIES HAVING JURISDICTION. INDEPENDENT EVALUATION AND DETERMINATION OF SUITABILITY OF THESE MATERIALS FOR THE SUBJECT PART I GENERAL HUMIGUARD PLUS CEILINGS: INSTALLATION OF THE PRODUCTS SHALL BE CARRIED OUT WHERE THE B. SUSPEND MAIN BEAM FROM OVERHEAD CONSTRUCTION WITH HANGER WIRES SPACED 4-0 ON CENTER INSTALLATION THAT IS THE RESPONSIBILITY OF THE SPECIFIER OF THEIR AGENTS. 11 TEMPERATURE 15 BETWEEN 32 *F (O' C) AND 120'F (49' C). IT IS NOT NECESSARY FOR THE AREA TO BE ALONG THE LENGTH OF THE MAIN RUNNER INSTALL HANGER WIRES PLUMB AND STRAIGHT. 1.9 MAINTENANCE 101 GENERAL ENCLOSED OR FOR HVAC SYSTEMS TO BE FUNCTIONING. ALL WET WORK (PLASTERING, CONCRETE, ETC) BE COMPLETE AND DRY. C. INSTALL WALL MOLDINGS AT INTERSECTION OF SUSPENDED CEILING AND VERTICAL SURFACES, MITER CORNERS WHERE WALL MOLDINGS INTERSECT OR INSTALL CORNER CAPS. A. EXTRA MATERIALS: DELIVER EXTRA MATERIALS TO OWNER FURNISH EXTRA MATERIALS DESCRIBED A. GYPSUM WALLBOARD WORK SHALL CONFORM TO THE GYPSUM ASSOCIATION "RECOMMENDED THE CEILINGS MUST BE MAINTAINED TO AVOID EXCESSIVE DIRT OR DUST BUILDUP THAT WOULD PROVIDE A THE D.FOR REVEAL EDGE PANELS: CUT ANO REVEAL OR RABBET EDGES OF CEILING PANELS AT BORDER BELOW THAT MATCH PRODUCTS INSTALLED. PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD." MEDIUM FOR MICROBIAL GROWTH ON CEILING PANELS. MICROBIAL PROTECTION DOES NOT EXTEND AREAS AND VERTICAL SURFACES. IDENTIFIED WITH APPROPRIATE LABELS. S. EXAMINE SUBSTRATES TO WHICH DRY WALL CONSTRUCTION ATTACHES OR ABUTTS, PRESET HOLLOW METAL BEYOND THE TREATED SURFACE AS RECEIVED FROM THE FACTORY, AND DOES NOT PROTECT OTHER E. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENDED SYSTEM, WITH EDGES RESTING ON I. CEILING UNITS: FUR4I5H QUALITY OF FULL-SIZE UNITS EQUAL TO 2.0 PERCENT OF AMOUNT INSTALLED. FRAMES, CAST-IN-ANCORS, AND STRUCTURAL FRAMING FOR COMPLIANCE WITH REQUIREMENTS FOR MATERIALS THAT CONTACT THE TREATED SURFACE SUCH AS SUPPORTED INSULATION MATERIALS. FLANGES OF MAIN RUNNER AND CROSS TEES. CUT AND FIT PANELS NEATLY AGAINST ABUTTING SURFACES. SUPPORT EDGES BY WALL MOLDINGS. 2. EXPOSED SUSPENSION SYSTEM COMPONENTS: FURNISH QUANTITY OF EACH EXPOSED SUSPENSION INSTALLATION TOLERANCE AND OTHER CONDITIONS AFFECTING PERFORMANCE OF DRY WALL CONSTRUCTION. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN IS WARRANTY A. ACOUSTICAL PANEL: SUBMIT A WRITTEN WARRANTY EXECUTED BY THE MANUFACTURER, AGREEING TO 3A ADJUSTING AND CLEANING COMPONENT EQUAL TO 10 PERCENT OF AMOUNT INSTALLED. CORRECTED , REPAIR OR REPLACE ACOUSTICAL PANELS THAT FAIL WITHIN THE WARRANTY PERIOD. FAILURES INCLUDE, BUT ARE NOT LIMITED TO: A. REPLACE DAMAGED AND BROKEN PANELS. B. CLEAN EXPOSED SURFACES OF ACOUSTICAL CEILINGS, INCLUDING TRIM, EDGE MOLDINGS, AND SUSPENSION PART 2 - PRODUCTS C. DO NOT TAPE AND FINISH GYPSUM BOARD WHEN THE TEMPERATURE IS BELOW 60 DEGREES FAHRENHEIT. I. ACOUSTICAL PANELS: SAGGING AND WARPING AS A RESULT OF DEFECTS IN MATERIALS OR FACTORY MEMBERS. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING AND TOUGH UP OF MINOR FINISH 2.1 MANUFACTURER THE TEMPERATURE OF THE ROOMS SHALL BE HELD AT 60 DEGREES FAHRENHEIT FOR 48 HOURS BEFORE TAPING AND FINISHING 15 TO BEGIN, MAINTAIN 60 DEGREES FAHRENHEIT DURING AND AFTER INSTALLATION. WORKMANSHIP. 2. GRID SYSTEM: RUSTING AND MANUFACTURER'S DEFECTS DAMAGE. I. CEILING TOUCH-UP PAINT, (ITEM "5160, 8OZ. BOTTLES) (ITEM'5161, QUART SIZE CANS), "GLOBAL WHITE" PAINT SHOULD BE USED TO HIDE MINOR SCRATCHES AND NICKS IN THE SURFACE AND TO A. SUSPENSION SYSTEM: I. ARMSTRONG WORLD INDUSTRIES, INC. VENTILATES AS REQUIRED TO REMOVE EXCESS HUMIDITY. 3. ACOUSTICAL PANELS WITH BIOBLOCK PLUS OR DESIGNATED AS INHERENTLY RESISTIVE TO THE GROWTH OF MICRO-ORGANISMS INSTALLED WITH ARMSTRONG SUSPENSION SYSTEMS: VISIBLE SAG AND LATEX COVER FIELD TEGULARIZED EDGES THAT ARE EXPOSED TO VIEW. WILL RESIST THE GROWTH OF MOLDA'MILDEW AND GRAM POSITIVE AND GRAM NEGATIVE ODOR AND C. REMOVE AND REPLACE WORK THAT CANNOT BE SUCCESSFULLY CLEANED AND REPAIRED TO 102 GYPSUM WALLBOARD STAIN CAUSING BACTERIA. PERMANENTLY ELIMINATE EVIDENCE OF DAMAGE. B. CEILING PANELS: A. GYPSUM WALLBOARD SHALL BE MANUFACTURED BY US. GYPSUM. WALLBOARD 15 TO MEET. ASTM C3644A B. WARRANTY PERIOD HUMIGUARD: D. END OF SECTION I. ARMSTRONG WORLD INDUSTRIES, INC. AND 56-L-30d 1/2 INCHES THICK, 48 INCHES WIDE WITH TAPERED EDGES. I. ACOUSTICAL PANELS: TEN (10) YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 22.0 SUSPENSION SYSTEM B. AT FIRE RATED PARTITIONS INSTALL WALLBOARD TO MEET SEPARATE REQUIREMENTS, USE TYPE III, GRADE 2. GRID: TEN (10) YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 3. ACOUSTICAL PANELS AND GRID SYSTEMS WITH HUMIGUARD PLUS OR HUMIGUARD MAX PERFORMANCE END OF SECTION 09510 A. SUSPENSION SYSTEM: WPC -I X GLASS I, 5/8 INCHES.THICK FIRE RETARDANT WALLBOARD. G. INSTALL GYPSUM BOARD WITH TRUE, EVEN SURFACES AND STRAIGHT, SHARP CORNERS. USE FILL LENGTH SUPPLIED BY ONE SOURCE MANUFACTURER 18 THIRTY (30) YEARS FROM DATE OF SUBSTANTIAL COMR-ETION B. PRODUCT: WOODWORKS (FLAT) (CURVED) ACCESS (HOOK -ON) SUSPENSION SYSTEM BOARDS WHERE,aPOSSIBLE. END JOINTS ON THE SAME SIDE OF A WALL SHALL BE STAGGERED AND JOINTS G. THE WARRANTY SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER SECTION 09545 WOOD PANEL CEILINGS G. COMPONENTS: H-BAR SECTIONS SHALL BE COMMERCIAL -QUALITY EXTRUDED ALUMINUM. EXPOSED ON OPPOSITE SIDE SHALL NOT OCCUR OVER THE SAME SUPPORT. DO NOT LOCATE NORMAL END JOINTS AT PROVISIONS OF THE CONTRACT DOCUMENTS AND WILL BE IN ADDITION TO AND RUN CONCURRENT WITH SURFACES CHEMICALLY CLEANSED. H-BARS SHALL BE SUSPENDED FROM BPM300.100 U-PROFILE CARRYING EDGE OF OPENINGS. FORM JOINTS NEATLY. BUTT BOARDS TOGETHER BUT 00 NOT FORCE INTO PLACE. DO OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER THE REQUIREMENTS OF THE CONTRACT NOT BUTT EDGES AGAINST TAPERED EDGES. NO JOINT SHALL HAVE A GAP GREATER THAN 1/4 INCH. DOCUMENTS, CHANNEL. D. IN GENERAL, INSTALL GYPSUM BOARD ON CEILING BEFORE WALLS. CONSTRUCT CEILINGS WITH LONG 1.9 MAINTENANCE A. EXTRA MATERIALS: DELIVER EXTRA MATERIALS TO OWNER FURNISH EXTRA MATERIALS DESCRIBED PART I - GENERAL I. BPM311.156 HANGER FOR H-PROFILE WITH 5PM300.120 PLUG-IN CLIP PROVIDED FOR ATTACHMENT TO SUM DIMENSION OF GYPBOARD APPLIED AT RIGHT ANGLES TO SUPPORT. BELOW THAT MATCH PRODUCTS INSTALLED. PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND 1.1 RELATED DOCUMENTS U-PROFILE CARRYING CHANNEL. E. SCREW GYPSUM BOARD TO FRAMING WITH SCREWS NOT OVER 8 INCHES ON CENTER FASTEN GYPSUM BOARD BEGINNING AT THE CENTER AND WORK TOWARDS OUTER EDGES. HOLD BOARD FIRMLY AGAINST IDENTIFIED WITH APPROPRIATE LABELS. I. ACOUSTICAL CEILING UNITS: FURNISH QUALITY OF FULL-SIZE UNITS EQUAL TO 5.0 PERCENT OF AMOUNT DRAWINGS AND GENERAL CONDITIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISIONS -I SPECIFICATION SECTIONS APPLY TO WORK OF THIS SECTION. 2. BPM311011 CONNECTOR FOR H-PROFILE USED TO FORM CONTINUOUS NOOK -ON N-BAR MEMBERS. WOOD FRAMING WHILE FASTENING. FASTENERS AT EDGES OF BOARDS SHALL BE 1/2 INCH FROM THE EDGE. INSTALLED. 2• EXPOSED SUSPENSION SYSTEM COMPONENTS: FURNISH QUANTITY OF EACH EXPOSED SUSPENSION 12 SUMMARY 3. 5F'M300.119 CONNECTOR FOR U-PROFILE USED TO FORM CONTINUOUS U-PROFILE CARRYING CHANNEL. F. OPENINGS FOR ELECTRICAL DEVICES, PIPING, GRILLS, AND REGISTERS SHALL BE ACCURATELY LOCATED COMPONENT EQUAL TO 2.0 PERCENT OF AMOUNT INSTALLED. A. SECTION INCLUDES: 4. 10" RAIL HOOK MOUNTED ON PANEL. AND NEATLY MADE TO, CLOSELY FIT THE DEVICES AND BE COMPLETELY COVERED BY PLATES AND ESCUTCHEONS. PART 2-PRODUCTS I. WOOD VENEER CEILING PANELS. D.FINISH: ALL STEEL PARTS SHALL BE CHEMICALLY CLEANSED HOT DIPPED GALVANIZED STEEL. 2.1 MANUFACTURERS Aw CEILING PANELS: 2. EXPOSED GRID SUSPENSION SYSTEM. I. WALL MOLDING COLOR: TO BE SELECTED FROM MANUFACTURER'S STANDARD OFFERING. 1.03 TRIM PIECES I. ARMSTRONG WORLD INDUSTRIES, INC. 22.0 ACOUSTICAL CEILING UNITS 3. WIRE HANGERS, FASTENERS, MAIN RUNNERS, GR055 TEES, WALL ANGLE MOLDINGS AND ACCESSORIES. E. HANGER WIRE: HANGER WIRE SHALL BE GALVANIZED CARBON STEEL PER ASTM A 641, SOFT TEMPER, A. PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE WALLBOARD APPLICATION AS MANUFACTURED BY U.S. GYPSUM. PROVIDE DUR-A-BEAD CORNER BEAD AT EXTERNAL CORNERS AND NO. A. ACOUSTICAL PANELS TYPE ACT-1: B. RELATED SECTIONS: PRE -STRETCHED, WITH A YIELD STRESS LOAD OF AT LEAST THREE (3) TIMES DESIGN LOAD, BUT NOT LE55 200-A METAL CASING BEAU WHERE WALLBOARD ABUTTS OTHER MATERIALS. I. SURFACE TEXTURE: SMOOTH 2. COMPOSITION: MINERAL FIBER I. SECTION 06 42 00 (06420) WOOD PANELING THAN 12 GAUGE (0.106") DIAMETER 3. COLOR: WHITE 2. SECTION 09 51 00 (09510) - ACOUSTICAL CEILINGS 22.0 WOOD VENEER CEILING UNITS 1.04 FASTENERS A. PROVIDE SCREWS, NAILS, CLIPS, TIES, AND OTHER FASTENERS AS RECOMMENDED BY THE GYPSUM 4. SIZE: 241N X 241N X 5/81N 5. EDGE PROFILE: SQUARE LAY -IN FOR INTERFACE WITH 15/16" CO -EXTRUDED CLEAN ROOM. 3. SECTION 09 20 00 (09250) - PLASTER AND GYPSUM BOARD A. WOOD PANELS: TYPE WPC-1 MANUFACTURER 6. NOISE REDUCTION COEFFICIENT (NRCk ASTM C 423t CLASSIFIED WITH UL LABEL ON PRODUCT CARTON, 4. DIVISIONS 23 (15) - HVAC 1. TYPE: WOODWORKS (UNPERFORATED) (PERFORATED) WOOD VENEER CEILING PANELS NOT APPLICABLE. 1. CEILING ATTENUATION CLASS (CACh ASTM C 1414t CLASSIFIED WITH UL LABEL ON PRODUCT CARTON, 5. DIVISION 26 (I6) SECTIONS - ELECTRICAL WORK 2. PLENUM ACCESS: FULL DOWNWARD ACCESS. 105 JOINT TREATMENT SYSTEMS A. SYSTEM SHALL BE PERFORATED TAPE AND CEMENT RECOMMENDED THE GYPSUM MANUFACTURER 35 8. EMISSIONS TESTING: SECTION 01350 PROTOCOL, � 135 PPB OF FORMALDEHYDE WHEN USED UNDER C. ALTERNATES 3. SURFACE TEXTURE: SMOOTH B. APPLY MATERIALS IN STRICT ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS, FILL JOINTS WITH TYPICAL CONDITIONS REQUIRED BY ASHRAE STANDARD 62.1-2004, VENTILATION FOR ACCEPTABLE I. PRIOR APPROVAL: UNLESS OTHERWISE PROVIDE[) FOR IN THE CONTRACT DOCUMENTS, PROPOSED 4. SUBSTRATE: DURAFLAKE FIR, CLA55 A RATED FIRE -RETARDANT PARTICLEBOARD. JOINT COMPOUND, EMBED PERFORATED TAPE AND APPLY A SKIM COAT OF JOINT COMPOUND OVER TAPE. INDOOR AIR QUALITY" S. FLAME SPREAD: ASTM E 1264t CLASS A (UL) PRODUCT SUBSTITUTIONS MAY BE SUBMITTED NO LATER THAN TEN (10) WORKING DAYS PRIOR TO THE DATE ESTABLISHED FOR RECEIPT OF BIDS. ACCEPTABILITY OF A PROPOSED SUBSTITUTION IS 5 SIZE: ACCORDING TO ARCHITECTURAL DRAWINGS APPLY TWO ADDITIONAL COAT$ OF JOINT COMPOUND ALLOWING AT LEAST 24 HOURS BETWEEN EACH COAT. SAND EACH GOAT. FINISH SURFACES SHALL BE UNIFORMLY SMOOTH, TRUE AND IN SATISFACTORY CONDITION 101IGHT REFLECTANCE (LR: ASTM E 1411t WHITE PANEL: LIGHT REFLECTANCE: 0.19. 11. DIMENSIONAL STABILITY: HUMIGUARD PLUS - TEMPERATURE IS BETWEEN 317 (0' C) AND 120'F (49' C). CONTINGENT UPON THE ARCHITECT'S REVIEW OF THE PROPOSAL FOR ACCEPTABILITY AND APPROVED PRODUCTS WILL BE SET FORTH BY THE ADDENDA. IF INCLUDED IN A 510 ARE SUBSTITUTE PRODUCTS 6. SURFACE FINISH: TO RECEIVE PAINT. • It IS NOT NECESSARY FOR THE AREA To BE ENCLOSED OR FOR HVAC SYSTEMS TO BE FUNCTIONING. WHICH HAVE NOT BEEN APPROVED BY ADDENDA, THE SPECIFIED PRODUCTS SHALL BE PROVIDED A. GRADE: (B) lA) (AA) ALL WET WORK (PLASTERING, CONCRETE, ETC) MUST BE COMPLETE AND DRY. WITHOUT ADDITIONAL COMPENSATION. B. VENEER SPECIES: (AS SELECTED BY ARCHITECT) END OF SECTION OS250 12. ANTIMICROBIAL PROTECTION: 510BLOCK PLUS - RESISTANCE AGAINST THE GROWTH OF MOLD/MILDEW AND GRAM POSITIVE AND GRAM NEGATIVE ODOR AND STAIN CAUSING BACTERIA, 2• SUBMITTALS WHICH DO NOT PROVIDE ADEQUATE DATA FOR THE PRODUCT EVALUATION WILL NOT BE C. CUT: (AS SELECTED BY ARCHITECT) 13. ACCEPTABLE PRODUCT: CLEAN ROOM MYLAR, 1120 AS MANUFACTURED BY ARMSTRONG WORLD CONSIDERED. THE PROPOSED SUBSTITUTION MUST MEET ALL REQUIREMENTS OF THI5 SECTION, INCLUDING BUT NOT NECESSARILY LIMITED TO, THE FOLLOWING: SINGLE SOURCE MATERIALS D. VENEER MATCH: (AS SELECTED BY ARCHITECT) SECTION OWIV ACOUSTICAL. PANEL CEILINGS INDUSTRIES. 230 SUSPENSION SYSTEMS SUPPLIERS (IF SPECIFIED IN SECTION 15A PANEL DESIGN, SIZE, COMPOSITION, COLOR, AND FINISHt SUSPENSION SYSTEM COMPONENT PROFILES AND $IZESt COMPLIANCE WITH THE REFERENCED E. STAIN: (AS SELECTEE) BY ARCHITECT) A. COMPONENTS: CLEAN ROOM GRID SYSTEM, AS MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES. STANDARDS. 1. PERFORATIONS: I• MAIN BEAMS: ALL MAIN BEAMS SHALL BE COMMERCIAL -QUALITY 3105-H24 ALUMINUM CHASSIS PART I -GENERAL I.I RELATED DOCUMENTS CO -EXTRUDED WITH POLYVINYL CHLORIDE. 13 REFERENCES a. PATTERN �: DRAWINGS AND GENERAL CONDITIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY a. EA1900 MAIN BEAMS ARE 1-11/16 INCH WEB HEIGHT WITH 15/16 INCH EXPOSED FLANGE WITH INTEGRAL FLEXIBLE GASKET. A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): b. HOLE SIZE: CONDITIONS AND DIVISIONS -I SPECIFICATION SECTIONS APPLY TO WORK OF THI5 SECTION. b. END DETAIL: STAINLESS STEEL SPLICE CLIPS. I. ASTM A 641 STANDARD SPECIFICATION FOR ZINC -COATED (GALVANIZED) CARBON STEEL WIRE. c. ON CENTER SPACING: 12 SUMMARY A. SECTION INCLUDES: c, STRUCTURAL CLASSIFICATION: ASTM C 635, INTERMEDIATE DUTY. 2. CROSS TEES: ALL CROSS TEES SHALL BE COMMERCIAL -QUALITY 3105-H24 ALUMINUM CHASSIS 2. ASTM A 653 STANDARD SPECIFICATION FOR STEEL SHEET, ZINC -COATED (GALVANIZED) BY THE HOT- d. % OPEN AREA: I. ACOUSTICAL CEILING PANELS. CO -EXTRUDED WITH POLYVINYL CHLORIDE. DIP PROCESS. S. FLAME SPREAD: CLASS A PER IBC 2. EXPOSED GRID SUSPENSION SYSTEM. 3. WIRE HANGERS, FASTENERS, MAIN RUNNERS, GROSS TEES, AND WALL ANGLE MOLDINGS. a. CROSS TEES HAVE 1-11/16 INCH WEB HEIGHT WITH 1546 INCH EXPOSED FLANGE WITH INTEGRAL 3. ASTM A 1008 STANDARD SPECIFICATION FOR STEEL, SHEET, COLD ROLLED, CARBON, STRUCTURAL, 9. EDGE DETAIL: SQUARE CUT EDGE FOR INSTALLATION ON WOODWORKS (FLAT) (CURVE[)) B. RELATED SECTIONS: FLEXIBLE GASKET. HIGH -STRENGTH LOW -ALLOY AND NIGH -STRENGTH LOW -ALLOY WITH IMPROVED FORMABILITY. HOOK -ON SUSPENSION SYSTEM, I. SECTION 01350, SPECIAL ENVIRONMENTAL REQUIREMENTS b. END DETAIL: HOOK TYPE WITH HOLES AVAILABLE TO ACCEPT % SELF -TAPPING SCREWS FOR SEISMIC INSTALLATIONS. 4. A5TM C 423 SOUND A55ORPTION AND SOUND ABSORPTION COEFFICIENTS BY THE REVERBERATION 10. JOINT GASKETS: JOINTS ARE GASKETED WITH A 6MM GASKET. 2. SECTION M50 - GYPSUM BOARD 3. SECTION OWO - SUSPENSION SYSTEM FRAMING AND FURRING FOR PLASTER AND GYPSUM BOARD c. EA1940 - 4 FOOT CROSS TEES d. EA1920 - 2 FOOT CROSS TEES ROOM METHOD. 5. ASTM C 635 STANDARD SPECIFICATION FOR METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND 11. ACCEPTABLE PRODUCT: WOODWORKS ACCESS (HOOK -ON) SYSTEM, AS MANUFACTURED BY ARMSTRONG ASSEMBLIES 4. DIVISION 15 SECTIONS - MECHANICAL WORK 3. WALL MOLDING, EA1801 -15/I6 INCH COMMERCIAL -QUALITY 3105-H24 ALUMINUM CHASSIS CO -EXTRUDED WITH POLYVINYL CHLORIDE WITH INTEGRAL FLEXIBLE GASKET. LAY -IN PANEL CEILINGS, WORLD INDUSTRIES. 5. DIVISION 16 SECTIONS -ELECTRICAL WORK 4. HOLD DOWN CLIP - EXTRUDED POLYVINYL CHLORIDE CLIP TO WORK WITH 1/I6 INCH TO 3/4 INCH 6. ASTM E 84 STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING C. ALTERNATE$ I. PRIOR APPROVAL: UNLESS OTHERWISE PROVIDED FOR IN THE CONTRACT DOCUMENTS, PROPOSED PRODUCT SUBSTITUTIONS MAY BE SUBMITTED NO LATER THAN TEN (10) WORKING DAYS PRIOR TO THE PANELS. B• FINISH: LIGHTLY TEXTURED WHITE POLYVINYL CHLORIDE AND MATCH THE ACTUAL COLOR OF THE MATERIALS. 1. ASTM E 580 APPLICATION OF CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN DATE ESTABLISHED FOR RECEIPT OF BIDS. ACCEPTABILITY OF A PROPOSED SUBSTITUTION IS SELECTED CEILING TILE C. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES DESIGN LOAD INDICATED IN ASTM C 635, TABLE I, DIRECT PANELS IN AREAS REQUIRING SEISMIC RESTRAINT. CONTINGENT UPON THE ARCHITECT'S REVIEW OF THE PROPOSAL FOR ACCEPTABILITY AND APPROVED PRODUCTS WILL BE SET FORTH BY THE ADDENDA. IF INCLUDED IN A BID ARE SUBSTITUTE PRODUCTS HUNS UNLESS OTHERWISE INDICATED. 8. ASTM E 1414 STANDARD TEST METHOD FOR AIRBORNE SOUND ATTENUATION BETWEEN ROOMS SHARING WHICH HAVE NOT BEEN APPROVED BY ADDENDA, THE SPECIFIED PRODUCTS SHALL BE PROVIDED D•WIRE FOR HANGERS AND TIES: ASTM A 641, CLASS I ZINC COATING SOFT TEMPER PRE -STRETCHED, WITH A YIELD STRESS LOAD OF AT LEAST TIME THREE DESIGN LOAD, BUT NOT LESS THAN 11 GAUGE. A COMMON CEILING PLENUM. B. ACCESSORIES: WITHOUT ADDITIONAL COMPENSATION. 2, SUBMITTALS WHICH DO NOT PROVIDE ADEQUATE DATA FOR THE PRODUCT EVALUATION WILL NOT BE 2.4.1 ACOUSTICAL CEILING UNITS A. ACOUSTICAL PANELS TYPE ACT-2: B. INTERNATIONAL CODE COUNCIL EVALUATION SERVICE AGI56 - ACCEPTANCE CRITERIA FOR SEISMIC QUALIFICATION TESTING OF NON-STRUCTURAL I. CUTOUTS AND APERTURES AVAILABLE -THEY ARE INTENDED FOR USE WITH AUDIO SPEAKERS, AIR CONSIDERED. THE PROPOSED SUBSTITUTION MUST MEET ALL REQUIREMENTS OF THIS SECTION, I. SURFACE TEXTURE: FINE COMPONENTS DIFFUSERS, FLEXIBLE HEAD SPRINKLERS AND CERTAIN LIGHT FIXTURES. THEY ARE NOT INTENDED FOR USE INCLUDING BUT NOT NECESSARILY LIMITED TO, THE FOLLOWING: SINGLE SOURCE MATERIALS SUPPLIERS (IF SPECIFIED IN SECTION 15)t UNDERWRITERS' LABORATORIES CLASSIFIED ACOUSTICAL 2. COMPOSITION: MINERAL FIBER 1.4 SUBMITTALS WITH SMOKE DETECTORS. PERFOWANCEt PANEL DESIGN, SIZE, COMPOSITION, COLOR, AND FINISHt SUSPENSION SYSTEM COMPONENT PROFILES AND SIZESt COMPLIANCE WITH THE REFERENCED STANDARDS. 3. COLOR: WHITE 4. SIZE: 241N X 241N X 3/41N A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL DATA FOR EACH TYPE OF CEILING UNIT AND 2. EDGE BANDING FOR FIELD -MODIFIED PANELS: PRE -FINISHED PRESSURE SENSITIVE ADHESIVE BANDING 15 AVAILABLE 15/I6 INCH WIDE AND IN 50 FOOT LENGTHS. STANDARD VENEERS ARE CHERRY, MAPLE AND ANIGRE 13 REFERENCES 5. EDGE PROFILE: ANGLED TEGULAR FOR INTERFACE WITH PRELUDE XL FIRE GUARD 15/16" EXPOSED SUSPENSION SYSTEM REQUIRED. (STEAMED BEECH). A. AJMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM. I. ASTM A 1006 STANDARD SPECIFICATION FOR STEEL, SHEET, COLD ROLLED, CARBON, STRUCTURAL, TEE. NOISE REDUCTION COEFFICIENT (NRCh ASTM G 423t CLASSIFIED WITH UL LABEL ON PRODUCT CARTON, NOISE B. INSTALLATION INSTRUCTIONS: SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTIONS AS REFERENCED IN PART 3, INSTALLATION. AND HIGH -STRENGTH LOW -ALLOY WITH IMPROVED FORMABILITY. HIGH -STRENGTH STANDARD SPECIFICATION 2. ASTM A 641 STANDARD SPECIFICATION FOR ZINC -COATED !GALVANIZED) CARBON STEEL WIRE. 1. CEILING ATTENUATION CLASS (CAC): ASTM C 1414t CLASSIFIED WITH UL LABEL ON PRODUCT CARTON, C. SAMPLES- MINIMUM 8-3/8 INCH X II-1/2 INCH SAMPLES OF SPECIFIED PANELt 8 INCH LONG SAMPLES OF PART 3 - EXECUTION 3. HOT- 1653 STANDARD SPECIFICATION FOR STEEL SHEET, ZING -COATED (GALVANIZED) BY THE HOT -DIP PROCESS. 35 8. EMISSIONS TESTING: SECTION 01350 PROTOCOL, t 135 PPB OF FORMALDEHYDE WHEN USED UNDER EXPOSED WALL MOLDING AND SUSPENSION SYSTEM. D.CHRT DRAWINGS: SUBMIT MANUFACTURER'S SHOP DRAWINGS AS REFERENCED IN PART 3, INSTALLATION 3.1 EXAMINATION 4. ASTM C 423 SOUND ABSORPTION AND SOUND ABSORPTION COEFFICIENTS BY THE REVERBERATION TYPICAL CONDITIONS REQUIRED BY ASHRAE STANDARD 62.1-2004, "VENTILATION FOR ACCEPTABLE E. CERTIFICATIONS: MANUFACTURER'S CERTIFICATIONS THAT PRODUCTS COMPLY WITH SPECIFIED A. DO NOT PROCEED WITH INSTALLATION UNTIL ALL WET WORK SUCH AS CONCRETE, TERRAllO, PLASTERING ROOM METHOD. INDOOR AIR QUALITY" S. FLAME SPREAD: QUALITY" STM E 1264t FIRE RESISTIVE REQUIREMENTS, INCLUDING LABORATORY REPORTS SHOWING COMPLIANCE WITH SPECIFIED TESTS AND AND PAINTING HAS BEEN COMPLETED AND THOROUGHLY DRIED OUT. 5. LAY- C 635 STANDARD SPECIFICATION FOR METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. 10,LIGHT REFLECTANCE (LRh ASTM E 1411t WHITE PANEL: LIGHT REFLECTANCE: 026. STANDARDS. B. PROPER DESIGN FOR BOTH SUPPLY AIR AND RETURN AIR, MAINTENANCE OF THE HVAC FILTERS AND b. ASTM C 636 RECOMMENDED PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS 11, DIMENSIONAL STABILITY: HUMIGUARD PLUS - TEMPERATURE 15 BETWEEN 32'F (0' C) AND 120'F (49' C). IT IS NOT NECESSARY FOR THE AREA TO BE ENCLOSED OR FOR HVAC SYSTEMS TO BE FUNCTIONING. 15 QUALITY ASSURANCE BUILDING INTERIOR SPACE ARE ESSENTIAL TO MINIMIZE SOILING:. BEFORE STARTING THE HVAG SYSTEM, MAKE FOR ACOUSTICAL TILE AND LAY -IN PANELS. 1. ASTM E 84 STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING ALL WET WORK (PLASTERING, CONCRETE, ETC) MUST BE COMPLETE AND DRY. A. SINGLE-SOURE RESPONSIBILITY: PROVIDE CEILING PANEL UNITS AND GRID COMPONENTS BY A SINGLE MANUFACTURER SURE SUPPLY AIR 15 PROPERLY FILTERED AND THE BUILDING INTERIOR 15 FREE OF CONSTRICTION DUST. MATERIALS.. 8. ASTM E 1414 STANDARD TEST METHOD FOR AIRBORNE SOUND ATTENUATION BETWEEN ROOMS SHARING 12. ANTIMICROBIAL PROTECTION. BIOBLOCK PLUS - RESISTANCE AGAINST THE GROWTH OF MOLD/MILDEW AND GRAM POSITIVE AND GRAM NEGATIVE ODOR AND STAIN CAUSING BACTERIA. 5. FIRE PERFORMANCE CHARACTERISTICS: IDENTIFY CEILING COMPONENTS WITH APPROPRIATE MARKINGS OF 32 PREPARATION A COMMON CEILING PLENUM. 13. ACCEPTABLE PRODUCT: CIRRUS TILE 4 LAY -IN, 518 AS MANUFACTURED BY ARMSTRONG WORLD APPLICABLE TESTING AND INSPECTING ORGANIZATION. A. EXAMINE CONSTRUCTION AND CONDITIONS UNDER WHICH THE SYSTEM WILL BE INSTALLED. DO NOT S. ASTM E 1111 STANDARD TEST METHOD FOR MEASURING THE INTERZONE ATTENUATION OF CEILINGS INDUSTRIES. 25J SUSPENSION SYSTEMS I. SURFACE BURNING CHARACTERISTICS: TESTED PER A5TM E 84: PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. COORDINATE SYSTEMS. 10.ASTM E 1264 CLASSIFICATION FOR ACOUSTICAL CEILING PRODUCTS. A. COMPONENTS: ALL MAIN BEAMS AND CROSS TEES SHALL BE COMMERCIAL QUALITY HOT -DIPPED a. FLAME SPREAD: 25 OR LESS PANEL LAYOUT WITH MECHANICAL AND ELECTRICAL FIXTURES. 11. ASTM E 1411 STANDARD TEST METHOD FOR LUMINOUS REFLECTANCE FACTOR OF ACOUSTICAL GALVANIZED (GALVANIZED STEEL, ALUMINUM, OR STAINLESS STEEL) AS PER ASTM A 653. MAIN BEAMS AND CROSS TEES ARE DOUBLE -WEB STEEL CONSTRUCTION WITH TYPE EXPOSED FLANGE DESIGN. EXPOSED C. WOODWORKING STANDARDS: MANUFACTURER MUST COMPLY WITH SPECIFIED PROVISIONS OF ARCHITECTURAL WOODWORKING INSTITUTE QUALITY STANDARDS. 33 INSTALLATION MATERIALS BY USE OF INTEGRATING -SPHERE REFLEGTOMETERS. 12. ASTM D 3213 STANDARD TEST METHOD FOR RESISTANCE TO GROWTH OF MOLD ON THE SURFACE OF SURFACES CHEMICALLY CLEANSED, CAPPING PRE -FINISHED GALVANIZED STEEL (ALUMINUM OR STAINLESS STEEL) IN BAKED POLYESTER PAINT. MAIN BEAMS AND CROSS TEES SHALL HAVE ROTARY STITCHING D.SEISMIC PERFORMANCE: SYSTEM SEISMIC PERFORMANCE VERIFIED THROUGH FULL-SCALE TESTING IN A. INSTALL SUSPENSION SYSTEM AND PANELS IN COMPLIANCE WITH ASTM C636, WITH THE AUTHORITIES G5� INTERIOR COATININ AN ENVIRONMENTAL CHAMBER (EXCEPTION: EXTRUDED ALUMINUM OR STAINLESS STEEL). ACCORDANCE WITH ICC-ES - AC-156 ACCEPTANCE CRITERIA FOR SEISMIC QUALIFICATION TESTING OF HAVING JURISDICTION, AND IN ACCORDANCE WITH THE MANUFACTURER'S SHOP DRAWINGS AND INSTALLATION 13. ASTM E US STANDARD TEST METHODS FOR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIAL. NON-STRUCTURAL COMPONENTS. B.ASHRAE STANDARD 62.1-2004, "VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY" E. COORDINATION OF WORK: COORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING, BUT INSTRUCTIONS. 1.4 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL DATA FOR EACH TYPE OF ACOUSTICAL CEILING UNIT NOT LIMITED TO BUILDING INSULATION, GYPSUM BOARD, LIGHT FIXTURES, MECHANICAL SYSTEMS, I, WOODWORKS ACCESS HOOK -ON SYSTEM INSTALLATION INSTRUCTIONS, LA-295834. AND SUSPENSION SYSTEM REQUIRED. ELECTRICAL SYSTEMS, AND SPRINKLERS. 3.4 ADJUSTING AND CLEANING B. SAMPLES: MINIMUM 6 INCH X b INCH SAMPLES OF SPECIFIED ACOUSTICAL PANEL 8 INCH LONG SAMPLES Ib DELIVERY, STORAGE, AND HANDLING A. REPLACE DAMAGED AND BROKEN PANELS. OF EXPOSED WALL MOLDING AND SUSPENSION SYSTEM, INCLUDING MAIN RUNNER AND 4 FOOT CROSS TEES. C. SHOP DRAWINGS: LAYOUT AND DETAILS OF ACOUSTICAL CEILINGS. SHOW LOCATIONS OF ITEMS WHICH ARE A. STORE CEILING COMPONENTS IN�A DRY INTERIOR LOCATION IN THEIR CARTON$ PRIOR TO INSTALLATION TO AVOID DAMAGE. STORE CARTONS IN A FLAT, HORIZONTAL POSITION. THE PROTECTORS BETWEEN THE B. CLEAN EXPOSED SURFACES OF CEILINGS PANELS, INCLUDING TRIM, EDGE MOLDINGS, AND SUSPENSION TO BE COORDINATED WITH, OR SUPPORTED BY THE CEILINGS. PANELS SHOULD NOT BE REMOVED UNTIL INSTALLATION. MEMBERS. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING AND TOUCH UP OF MINOR FINISH [).CERTIFICATIONS: MANUFACTURER'S CERTIFICATIONS THAT PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS, INCLUDING LABORATORY REPORTS SHOWING COMPLIANCE WITH SPECIFIED TESTS AND B. DO NOT STORE IN UNCONDITIONED SPACES WITH HUMIDITY GREATER THAN 55 PERCENT OR LOWER THAN 25 DAMAGE. REMOVE AND REPLACE WORK THAT CANNOT BE SUCCESSFULLY CLEANED AND REPAIRED TO STANDARDS. FOR ACOUSTICAL PERFORMANCE, EACH CARTON OF MATERIAL MUST CARRY AN APPROVED INDEPENDENT LABORATORY CLASSIFICATION OF NRC, CAC, AND AC. PERCENT RELATIVE HUMIDITY AND TEMPERATURES LOWER THAN 50 DEGREES F OR GREATER THAN 86 DEGREES F. PANELS MUST NOT BE EXPOSED TO EXTREME TEMPERATURES, FOR EXAMPLE, CLOSE TO A PERMANENTLY ELIMINATE EVIDENCE OF DAMAGE. E. IF THE MATERIAL SUPPLIED BY THE ACOUSTICAL SUBCONTRACTOR DOES NOT HAVE AN UNDERWRITER'S HEATING SOURCE OR NEAR A WINDOW WITH DIRECT SUNLIGHT, LABORATORY CLASSIFICATION OF ACOUSTICAL PERFORMANCE ON EVERY CARTON, SUBCONTRACTOR C. HANDLE CEILING UNITS CAREFULLY TO AVOID CHIPPED EDGES OR DAMAGE TO UNITS IN ANY WAY, END OF SECTION 09545 SHALL BE REQUIRED TO SEND MATERIAL FROM EVERY PRODUCTION RUN APPEARING ON THE JOB TO AN 1.1 PROJECT CONDITIONS INDEPENDENT OR NVLAF APPROVED LABORATORY FOR TESTING, AT THE ARCHITECT'S OR OWNER'S DISCRETION. ALL PRODUCTS NOT CONFORMING TO MANUFACTURER'S CURRENT PUBLISHED VALUES MUST BE A. WOOD VENEER CEILING MATERIALS SHOULD BE PERMITTED TO REACH ROOM TEMPERATURE AND HAVE A REMOVED, DISPOSED OF AND REPLACED WITH COMPLYING PRODUCT AT THE EXPENSE OF THE STABILIZED MOISTURE CONTENT FOR A MINIMUM OF 12 HOURS BEFORE INSTALLATION. (REMOVE PLASTIC CONTRACTOR PERFORMING THE WORK WRAP TO ALLOW PANELS TO CLIMATIZE). 15 QUALITY ASSURANCE A. SINGLE -SOURCE RESPONSIBILITY: PROVIDE ACOUSTICAL PANEL UNITS AND GRID COMPONENTS BY A B. THE WOOD VENEER PANELS SHOULD NOT BE INSTALLED IN SPACES WHERE THE TEMPERATURE OR HUMIDITY CONDITIONS VARY GREATLY FROM THE TEMPERATURES AND CONDITIONS THAT WILL BE NORMAL SINGLE MANUFACTURER IN THE OCCUPIED SPACE. REVISIONS BY E o u E co • v P In 00 -' '' M L C L a o --� ' _S-C S z E ✓ . " E _ _ w N in M R.G1 N o �. • ,- � oo d .�, , ¢ - �I Q E o0 E . . N E s h- "-'" ,. o s to " .8 � • �_. to v a n i G M ti 00 t` N .� ti �1 -- a ., pia Q Q ( a) co N =. ': O - 'Ir 0 o N _j a o CA0. O u In O t n U Z C J 04 O ' V q) N D v M M C) W J Q 3 o- N v U O O (N 0 i Q LaJ 0 -O m :2 0 4) OO Q U) _C M L- o p v- >. co -CL M N o.- SE N 0 Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet N2 I I:\Projects\Projects 2009\0945 - FMC - ZH ASC Expans ion\CD\RF.V.02\Architectural\N SPECS.dwg, 3/21 /201 1 1:29:17 PM, DC DIVISION 9 FINISHES (cont'd) DIVISION lO SPECIALTIES SECTION 10155 TOILET COMPARTMENTS 3.02 PREPARATION SECTION 096M VINYL COMPOSITION TILE A. SMOOTH CONCRETE SURFACES, REMOVING ROUGH AREAS, PROJECTIONS, RIDGES, AND BUMPS, AND PART 1 GENERAL FILLING LOW SPOTS, CONTROL OR CONSTRUCTION JOINTS, AND OTHER DEFECTS WITH ARMSTRONG (5-183 PART 1 GENERAL FAST -SETTING CEMENT -BASED UNDERLAYMENTXS-184 FAST -SETTING CEMENT -BASED PATCH AND SKIM IDI SUBMITTALS COATXS-1134 FAST -SETTING CEMENT -BASED PATCH AND UNDERLAYMENT) AS RECOMMENDED BY THE A. PRODUCT DATA: REQUIRED 1.01 SUMMARY FLOORING MANUFACTURER B. SHOP DRAWINGS: REQUIRED A PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FINISH MATERIAL SCHEDULE. B. REMOVE PAINT, VARNISH, OILS, RELEASE AGENTS, SEALERS, AND WAXES. REMOVE RESIDUAL ADHESIVES C. SAMPLES: NOT REQUIRED B. ADHESIVES. AS RECOMMENDED BY THE FLOORING MANUFACTURER REMOVE CURING AND HARDENING COMPOUNDS I. PROVIDE WHITE LATEX CARPET ADHESIVE SUCH AS W.W. HENRY COMPANY NO 356, R05ERTS NOT COMPATIBLE WITH THE ADHESIVES USED, AS INDICATED BY A BOND TEST OR BY THE COMPOUND 1.02 QUALITY ASSURANCE } COMPANY NO.41-0504, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED MANUFACTURER'S RECOMMENDATIONS FOR FLOORING. AVOID ORGANIC SOLVENTS. A. REGULATORY REQUIREMENTS: APPLICABLE CODE FOR PROVISIONS FOR THE PHYSICALLY HANDICAPPED. FOR THE PURPOSE BY THE MANUFACTURER OF THE SELECTED CARPET. 2. PROVIDE SEAM ADHESIVE SUCH AS W.W. HENRY COMPANY NO, 246, ROBERTS COMPANY NO. C. PERFORM SUBFLOOR CALCIUM CHLORIDE TESTS (AND BOND TESTS) AS DESCRIBED IN PUBLICATION PART 2 PRODUCTS 41-0502, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE F-5061, "ARMSTRONG GUARANTEED INSTALLATION SYSTEM," TO DETERMINE IF SURFACES ARE DRYt FREE BY THE MANUFACTURER OF THE SELECTED CARPET. OF CURING AND HARDENING COMPOUNDS, OLD ADHESIVE, AND OTHER COATINGSt AND READY TO 201 MANUFACTURERS/PRODUCTS C. At INTERSECTION OF CARPET AND FLOOR TILE, PROVIDE ROPPE COMPANY, INC. VINYL TILE CARPET JOINER RECEIVE FLOORING. A. SOURCE: BOBRICK, OR EQUAL 0188 OR EQUIVALENT. D. VACUUM OR BROOM -CLEAN SURFACES TO BE COVERED IMMEDIATELY BEFORE THE APPLICATION OF B. PANEL CONSTRUCTION: PLASTIC LAMINATE, COLOR AS SCHEDULED, PARTICLEBOARD CORE, D. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND FLOORING. MAKE SUBFLOOR FREE FROM DUST, DIRT, GREASE, AND ALL FOREIGN MATERIALS. C. HEAD RAILS: ALUMINUM PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF THE 3.03 INSTALLATION OF SHEET FLOORING D. HARDWARE: HINGES, LATCH AND KEEPER, AND COAT HOOK/BIJMPER ARCHITECT. E. ALLOW THE OWNER TO INSPECT AND SELECT FROM SCRAP CARPET REMAINING AFTER THE INSTALLATION. A INSTALL FLOORING IN STRICT ACCORDANCE WITH THE LATEST EDITION OF "ARMSTRONG GUARANTEED 2.02 FABRICATION BUNDLE, WRAP IN BURLAP, AND DELIVER TO THE OWNER THE CARPET SCRAPS SO SELECTED. INSTALLATION SYSTEM", F-5061 AND "MEDINTECH INSTALLATION AND MAINTENANCE TIP SHEET", F-1422. A URINAL SCREENS, VESTIBULE SCREENS, CONFIGURATION: WALL HUNG, BRACKET SUPPORTED. B. INSTALL FLOORING: WALL TO WALL BEFORE THE INSTALLATION OF FLOOR -SET CABINETS, CASEWORK, B. PARTITION CONFIGURATION: CEILING MOUNTED FURNITURE, EQUIPMENT, MOVABLE PARTITIONS, ETC. EXTEND FLOORING INTO TOE SPACES, DOOR SECTION 09666 RESILIENT SHEET FLOORING (HOMOGENEOUS VINYL) RECESSES, CLOSETS, AND SIMILAR OPENINGS AS SHOWN ON THE DRAWINGS, PART 3 EXECUTION C. IF REQUIRED, INSTALL FLOORING ON PAN -TYPE FLOOR ACCESS COVERS. MAINTAIN CONTINUITY OF PART I GENERAL COLOR AND PATTERN WITHIN PIECES OF FLOORING INSTALLED ON THESE COVERS. ADHERE FLOORING 301 SCHEDULES I.CI THIS SECTION INCLUDES TO THE SUBFLOOR AROUND COVERS AND TO COVERS. A. ON DRAWINGS. A. FLOORING AND ACCESSORIES AS SNOW ON THE DRAWINGS AND SCHEDULES AND AS INDICATED BY THE D. SCRIBE, CUT, AND FIT OR FLASH COVE TO PERMANENT FIXTURES, COLUMNS, WALLS, PARTITIONS, PIPES, REQUIREMENTS OF THIS SECTION. OUTLETS, AND BUILT-IN FURNITURE AND CABINETS. END OF SECTION 10155 1.02 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT (INCLUDING GENERAL AND SUPPLEMENTARY E. ADHERE FLOORING TO THE SUBFLOOR WITHOUT CRACKS, VOIDS, RAISING AND PUCKERING AT THE SEAMS, SECTION I®522 FIRE EXTINGUISHERS CONDITIONS AND DIVISION I SECTIONS) APPLY TO THE WORK OF THIS SECTION. ROLL WITH A 100-POUND (4536 KILOGRAM) ROLLER IN THE FIELD AREAS. HAND -ROLL FLOORING AT PART I GENERAL 1.03 RELATED SECTIONS THE PERIMETER AND THE SEAMS TO ASSURE ADHESION. REFER TO SPECIFIC ROLLING INSTRUCTIONS OF A. OTHER DIVISION S SECTIONS FOR FLOOR FINISHES RELATED TO THIS SECTION BUT NOT THE WORK OF THIS THE FLOORING MANUFACTURER 1.01 SUBMITTALS SECTION. F. LAY FLOORING TO PROVIDE A MINIMUM NUMBER OF SEAMS. AVOID CROSS SEAMS, FILLER PIECES, AND A PRODUCT DATA: REQUIRED B. DIVISION 3 CONCRETEt NOT THE WORK OF THIS SECTION. STRIPS, MATCH EDGES FOR COLOR SHADING AND PATTERN AT THE SEAMS IN COMPLIANCE WITH THE B. SHOP DRAWINGS: NOT REQUIRED C. DIVISION 6 WOOD AND PLASTICSt NOT THE WORK OF THIS SECTION. MANUFACTURER'S RECOMMENDATIONS. C. SAMPLES: NOT REQUIRED D. DIVISION 1 THERMAL AND MOISTURE PROTECTION* NOT THE WORK OF THIS SECTION. G. INSTALL FLOORING WITH ADHESIVES, TOOLS, AND PROCEDURES IN STRICT ACCORDANCE WITH THE 1.04 QUALITY ASSURANCE AND REGULATORY REQUIREMENTS MANUFACTURER'S WRITTEN INSTRUCTIONS. OBSERVE THE RECOMMENDED ADHESIVE TROWEL NOTCHING, PART 2 PRODUCTS A SELECT AN INSTALLER WHO IS COMPETENT IN THE INSTALLATION OF ARMSTRONG RESILIENT SHEET OPEN TIMES, AND WORKING TIMES. FLOORING (USING NEAT -WELDED SEAMSXUSING ARMSTRONG S-161SEAM ADHESIVE METHOD). H. (PREPARE NEAT -WELDED SEAMS WITH SPECIAL ROUTING TOOL SUPPLIED FOR THIS PURPOSE AND HEAT 221 MANUFACTURERS/PRODUCTS B. IF REQUIRED, PROVIDE TYPES OF FLOORING AND ACCESSORIES SUPPLIED BY ONE MANUFACTURER, WELD WITH VINYL WELDING ROD IN SEAMS.) (PREPARE SEALED SEAMS WITH SPECIAL SEAM ADHESIVE A COORDINATE WITH LOCAL MUNICIPALITIES AND PROVIDE FIRE EXTINGUISHERS. INCLUDING LEVELING AND PATCHING COMPOUNDS, AND ADHESIVES. C. IF REQUIRED, PROVIDE FLOORING MATERIAL TO MEET THE FOLLOWING FIRE TEST PERFORMANCE SUPPLIED FOR THIS PURPOSE.) USE METHODS AND SEQUENCE OF WORK IN CONFORMANCE WITH WRITTEN B. FIRE EXTINGUISHERS: SEE DRAWINGS FOR SPECIFICATIONS. CRITERIA AS TESTED BY A RECOGNIZED INDEPENDENT TESTING LABORATORY: INSTRUCTIONS OF THE FLOORING MANUFACTURER FINISH ALL SEAMS FLUSH AND FREE FROM VOIDS, PART 3 EXECUTION a.ASTM E 648 CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQ. CM. OR GREATER, CLASS I. RECESSES, AND RAISED AREAS- b.ASTM E 662 (SMOKE GENERATION) MAXIMUM SPECIFIC OPTICAL DENSITY OF 450 OR LESS. I. (PROVIDE INTEGRAL FLASH COVE WALL BASE WHERE SHOWN ON THE DRAWINGS, INCLUDING COVE FILLET 301 SCHEDULES 125 SUBMITTALS SUPPORT STRIP AND TOP EDGE CAP TRIM. CONSTRUCT FLASH COVE BASE IN ACCORDANCE WITH THE A INSTALL AS REQUIRED. A SUBMIT SHOP DRAWINGS, SEAMIWs PLAN, COATNG DETAILS, AND MANUFACTURER'S TECHNICAL DATA, FLOORING MANUFACTURER'S INSTRUCTIONS. (HEAT -WELD SEAMSXSEAM ADHESIVE) AS SPECIFIED FOR INSTALLATION AND MAINTENANCE INSTRUCTIONS (LATEST EDITION OF "ARMSTRONG GUARANTEED THOSE ON THE FLOOR) END OF SECTION 10522 INSTALLATION SYSTEM," F-5061 AND THE "MEDINTECH INSTALLATION AND MAINTENANCE TIP SHEET", 3.04 INSTALLATION OF ACCESSORIES F-1422.) FOR FLOORING AND ACCESSORIES, A APPLY TOP SET WALL BASE TO WALLS, COLUMNS, CASEWORK, AND OTHER PERMANENT FIXTURES IN SECTION 10WO TOILET ACCESSORIES B. SUBMIT THE MANUFACTURER'S STANDARD SAMPLES SHOWING THE REQUIRED COLORS FOR FLOORING, AREAS WHERE TOP -SET BASE IS REQUIRED, INSTALL BASE IN LENGTHS AS LONG AS PRACTICAL, WITH WELDING RODS, AND APPLICABLE ACCESSORIES. INSIDE CORNERS FABRICATED FROM BASE MATERIALS THAT ARE MITERED OR COPED. TIGHTLY BOND PART I GENERAL C. IF REQUIRED, SUBMIT THE MANUFACTURER'S CERTIFICATION THAT THE FLOORING HAS BEEN TESTED BY AN BASE TO VERTICAL SUBSTRATE WITH CONTINUOUS CONTACT AT HORIZONTAL AND VERTICAL SURFACES. INDEPENDENT LABORATORY AND COMPLIES WITH THE REQUIRED FIFE TESTS. 1.01 SUBMITTALS 1-06 ENVIRONMENTAL CONDITIONS 5.FILL VOIDS WITH PLASTIC FILLER ALONG THE TOP EDGE OF THE RESILIENT WALL BASE OR INTEGRAL A. PRODUCT DATA: NON -REQUIRED A DELIVER MATERIALS IN GOOD CONDITION TO THE JOSSITE IN THE MANUFACTURER'S ORIGINAL UNOPENED COVE CAP ON MASONRY SURFACES OR OTHER SIMILAR IRREGULAR SUBSTRATES. B. SHOP DRAWINGS: NON -REQUIRED CONTAINERS THAT BEAR THE NAME AND BRAND OF THE MANUFACTURER PROJECT IDENTIFICATION, AND C. PLACE RESILIENT EDGE STRIPS TIGHTLY BUTTED TO FLOORING, AND SECURE WITH ADHESIVE C. SAMPLES: NON -REQUIRED I SHIPPING AND HANDLING INSTRUCTIONS. RECOMMENDED BY THE EDGE STRIP MANUFACTURER INSTALL EDGE STRIPS AT EDGES OF FLOORING B. STORE MATERIALS IN A CLEAN, DRY, ENCLOSED SPACE OFF THE GROUND, AND PROTECTED FROM THE THAT WOULD OTHERWISE BE EXPOSED. PART 2 PRODUCTS WEATHER AND FROM EXTREMES OF HEAT AND COLD. PROTECT ADHESIVES FROM FREEZING. STORE D. APPLY (BUTT -TYPE) (OVERLAP) METAL EDGE STRIPS WHERE SHOWN ON THE DRAWINGS, (BEFORE) 2.01 MANUFACTURERS/PRODUCTS FLOORING, ADHESIVES AND ACCESSORIES IN THE SPACES WHERE THEY WILL BE INSTALLED FOR AT LEAST 48 HOURS BEFORE BEGINNING INSTALLATION. (AFTER) FLOORING INSTALLATION. SECURE UNITS TO THE SUBSTRATE, COMPLYING WITH THE EDGE STRIP A, ACCESSORIES SHALL BE AS MANUFACTURED BY "BRADLEY" OR EQUAL BY "BOBRICK" SEE DRAWINGS C. MAINTAIN A MINIMUM TEMPERATURE IN THE SPACES TO RECEIVE THE FLOORING AND ACCESSORIES OF MANUFACTURER'S RECOMMENDATIONS. FOR SPECIFICATIONS. 651F (IS'C) AND A MAXIMUM TEMPERATURE OF 100F (38'C) (85F (213V) FOR At LEAST 48 HOURS 3.05 CLEANING AND PROTECTION BEFORE, DURING, AND FOR NOT LESS THAN 48 HOURS AFTER INSTALLATION. THEREAFTER MAINTAIN A A PERFORM INITIAL MAINTENANCE ACCORDING TO THE LATEST EDITION OF "ARMSTRONG GUARANTEED PART 3 EXECUTION MINIMUM TEMPERATURE OF 551F (13'L) IN AREAS WHERE WORK IS COMPLETED. PROTECT ALL MATERIALS INSTALLATION SYSTEM," F-5061 AND "MEDINTECH INSTALLATION AND MAINTENANCE TIP SHEET", F-1422. 301 SCHEDULES FROM THE DIRECT FLOW OF NEAT FROM HOT-AIR REGISTERS, RADIATORS, OR OTHER HEATING FIXTURES B. PROTECT INSTALLED FLOORING AS RECOMMENDED BY THE FLOORING MANUFACTURER AGAINST DAMAGE A COORDINATE WITH DRAWINGS. AND APPLIANCES. FROM ROLLING LOADS, OTHER TRADES, OR THE PLACEMENT OF FIXTURES AND FURNISHINGS. (SEE D. INSTALL FLOORING AND ACCESSORIES AFTER THE OTHER FINISHING OPERATIONS, INCLUDING PAINTING, FINISHING THE JOB IN "ARMSTRONG GUARANTEED INSTALLATION SYSTEM," F-5061J END OF SECTION 10800 HAVE BEEN COMPLETED. CLOSE SPACES TO TRAFFIC DURING THE INSTALLATION OF THE FLOORINGS. DO NOT INSTALL FLOORINGS OVER CONCRETE SLABS UNTIL THEY ARE SUFFICIENTLY DRY TO ACHIEVE A SECTION 100" MISCELLANEOUS SPECIALTIES BOND WITH THE ADHESIVE, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED BOND AND MOISTURE TESTS. SECTION 0%80 CARPETING PART I GENERAL - PART 2 PRODUCTS 2.01 RESILIENT SHEET FLOORING MATERIALS PART I GENERAL 101 RELATED DOCUMENTS A PROVIDE MEDINTECH HOMOGENEOUS VINYL SHEET FLOORING, NONLAYERED AND NONBACKED, A REQUIREMENTS OF DIVISION I APPLY TO ALL WORK HEREUNDER MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES, INC., ,12 IN. (1.83 M) WIDE, 101 CARPETING HAVING A NOMINAL TOTAL THICKNESS OF 0080 IN. (20 MM). THE POLYURETHANE -COATED WEAR A. PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FINISH MATERIAL SCHEDULE. 102 SCOPE SURFACE SHALL BE COMPOSED OF POLYVINYL CHLORIDE RESIN, PLASTICIZERS, STABILIZERS, FILLERS, B. ADHESIVES. A PROVIDE MISCELLANEOUS SPECIALTIES AND RELATED ITEMS AS REQUIRED TO COMPLETE WORK AND PIGMENTS COMPRISING A THROWN -GRAIN VINYL CHIP VISUAL WITH PATTERN AND COLOR I. PROVIDE WHITE LATEX CARPET ADHESIVE SUCH A$ W.W. HENRY COMPANY NO 356, R05ERTS INDICATED ON DRAWINGS AND SPECIFIED HEREIN. UNIFORMLY DISPERSED THROUGHOUT THE ENTIRE THICKNESS. THE DESIGN SHALL MERGE SUBTLE COLOR COMPANY NO.41-0504, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED 1.03 QUALITY ASSURANCE ACCENTS WITH A DETAILED, TERRAllO -LIKE IMAGE PROVIDING A MONOLITHIC APPEARANCE. VINYL FOR THE PURPOSE BY THE MANUFACTURER OF THE SELECTED CARPET. A FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF SHOP DRAWINGS SHEET FLOORING SHALL MEET ASTM F 1-313, "STANDARD SPECIFICATION FOR VINYL SHEET FLOOR 2. PROVIDE SEAM ADHESIVE SUCH AS W.W. HENRY COMPANY No. 246, R05ERTS COMPANY NO. AND FABRICATION WHERE NECESSARY TO ENSURE PROPER FITTING OF WORK COVERING WITHOUT BACKING." 41-0502, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE B. B. INSERTS AND ANCHORAGE'S: FURNISH INSERTS AND ANCHORING DEVICES WHICH MUST BE SET IN B. (PROVIDE (SOLID COLOR) (PATTERNED) VINYL WELD ROD AS PRODUCED BY ARMSTRONG WORLD BY THE MANUFACTURER OF THE SELECTED CARPET. CONCRETE OR MASONRY FOR INSTALLATION OF UNIT. PROVIDE SETTING DRAWINGS, TEMPLATES, INDUSTRIES, INC., AND INTENDED FOR HEAT WELDING OF SEAMS. COLOR SHALL BE COMPATIBLE WITH C. AT INTERSECTION OF CARPET AND FLOOR TILE, PROVIDE ROPPE COMPANY, INC. VINYL TILE CARPET JOINER INSTRUCTIONS AND DIRECTIONS FOR INSTALLATION OF ANCHORAGE DEVICES. COORDINATE FIELD COLOR OF FLOORING OR AS SELECTEE) BY ARCHITECT TO CONTRAST WITH FIELD COLOR OF MW OR EQUIVALENT. DELIVERY WITH OTHER WORK TO AVOID DELAY. FLOORING. COLOR SELECTED FROM THE RANGE CURRENTLY AVAILABLE FROM ARMSTRONG WORLD D. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND INDUSTRIES, INC.) PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF THE PART 2 PRODUCTS 222 WALL BASE MATERIALS ARCHITECT. A. FOR INTEGRAL FLASH COVE BASE: PROVIDE INTEGRAL FLASH COVE WALL BASE BY EXTENDING SHEET E. ALLOW THE OWNER TO INSPECT AND SELECT FROM SCRAP CARPET REMAINING AFTER THE INSTALLATION. 201 MANUFACTURERS/PRODUCTS FLOORING (4 IN. (10.16 CM)) (6 IN. (1524 CM)) ( ) UP THE WALL USING ADHESIVE, WELDING: ROD, BUNDLE, WRAP IN BURLAP, AND DELIVER TO THE OWNER THE CARPET SCRAPS SO SELECTED. A MFRS' NAMES AND PRODUCT NUMBERS LISTED IN SPECIALTIES SCHEDULE ARE FOR DESCRIPTIVE AND ACCESSORIES RECOMMENDED AND APPROVED BY THE FLOORING MANUFACTURER PURPOSE AND ALL, UNLESS SPECIFICALLY PROHIBITED THEREIN, SHALL BE SUBJECT B. FOR TOP SET WALL BASE: PROVIDE (0080 IN. (20 MM)) (1/8 IN. (32 MM)) THICK, (2 1/2 IN. (635 CM)) TO REQUESTS FOR APPROVAL FOR EQUAL PRODUCTS IN CONFORMANCE WITH SECTION 01600. (4 IN. (10.16 CM)) (6 IN. (1524 CM)) HIGH ARIMSTRO% COLOR -INTEGRATED WALL BASE WITH A MATTE END OF SECTION OS560 FINISH, CONFORMING TO ASTM F 1861, (TYPE TV - VINYL, THERMOPLASTIC) (TYPE TP - RUBBER PART 3 EXECUTION THERMOPLASTIC), GROUP 2 - LAYERED, (STYLE A - STRAIGHT) (STYLE B - COVE). 2.03 ADHESIVES SECTION OSSM PAINTING 321 INSTALLATION A PROVIDE ARMSTRONG (5-5SS PREMIUM VINYL -BACK FLOORING ADHESIVEXS-240 A INSTALLATION OF MISCELLANEOUS ITEMS SHALL BE IN COMPLIANCE WITH MFR'S CURRENT PRINTED HIGH-PERFORMANCE EPDXY FLOORING ADHESIVE) FOR FIELD AREAS AND ARMSTRONG (S-580 FLASH PART I GENERAL RECOMMENDATIONS AND AS MAY BE SHOWN ON DRAWINGS AND SPECIFIED HEREINAFTER COVE ADHESIVE AT FLASH COVIWs) (5-125 WALL BASE ADHESIVE AT THE WALL BASE) AS RECOMMENDED BY THE FLOORING MANUFACTURER 101 GENERAL PART 4 SPECIALTIES B. (PROVIDE ARMSTRONG 5-161 SEAM ADHESIVE AT SEAMS AS RECOMMENDED BY THE RESILIENT A. IT IS THE INTENT OF THIS SPECIFICATION TO PRODUCE A PREMIUM JOB, WHICH WILL PROVIDE THE MAXIMUM FLOORING MANUFACTURER) DURABILITY, WHICH CAN REASONABLY BE EXPECTED FROM A PAINTED SURFACE, 401 MISCELLANEOUS SPECIALTIES SCHEDULE B. "PAINT" INCLUDES COATING SYSTEMS MATERIALS, PRIMERS, EMULSIONS, ENAMELS, STAINS, SEALERS, AND A. PROVIDE FOLLOWING ITEMS: FILLERS, AND OTHER APPLIED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FINISH COAT. I. RESIDENTIAL KITCHEN EQUIPMENT C. SPECIFIED PRODUCTS BELOW ARE MANUFACTURED BY SHERWIN WILLIAMS, EXCEPT WHERE OTHER a. REFRIGERATOR 2.04 ACCESSORIES MANUFACTURERS ARE INDICATED, AND ESTABLISH A STANDARD OF QUALITY. EQUIVALENT PRODUCTS OF (UKENMORE MODEL NO.46-19842, IS CU. FT. REFRIGERATOR/FREEZER WITH AUTOMATIC ICE MAKER - A FOR PATCHING, SMOOTHING, AND LEVELING: MONOLITHIC SUBFLOORS (CONCRETE, TERRAllO, QUARRY OTHER ACCEPTABLE MANUFACTURERS MAY NOT BE USED UNLESS APPROVED BY ARCHITECT. COLOR - WHITE ON WHITE. TILE, CERAMIC TILE, AND CERTAIN METALS), PROVIDE ARMSTRONG (S-183 FAST -SETTING CEMENT -BASED D. PROVIDE BEST GRADE AND QUALITY MATERIALS AND PRODUCTS MANUFACTURED BY SHERWIN WILLIAMS. B. MICROWAVE UNDERLAYMENT) (5-184 FAST -SETTING CEMENT -BASED PATCH AND SKIM COAT) (S-IS4 FAST -SETTING MATCH COLORS AS INDICATED ON THE DRAWINGS. USE PREMIXED PAINTS INSOFAR AS POSSIBLE. THIN ONLY 1. KENMORE MODEL NO.20-69301. CEMENT -BASED PATCH AND UNDERLAYMENT). AS PERMITTED ANY MANUFACTURER'S LABEL INSTRUCTIONS, AND AVOID UNNECESSARY THINNING. C. COUNTERTOP ICEMAKER B. FOR SEALING JOINTS BETWEEN THE TOP OF WALL BASE OR INTEGRAL COVE CAP AND IRREGULAR WALL E. PROTECT FINISHED SURFACES, WORK OF OTHER TRADES, AND PROPERTY OF THE OWNER FROM DAMAGE AND I. DCM - 210 BAH, 16 5/16" x 24 3/16" x 31 1/8" BY HOSHIZAKI AMERICA INC. (800) 345-1325 SURFACES SUCH AS MASONRY, PROVIDE PLASTIC FILLER APPLIED ACCORDING t0 THE MANUFACTURER'S DEFACEMENT. COVER FLOORS AND FIXED EQUIPMENT WITH DROP CLOTHS.F END OF SECTION 10950 RECOMMENDATIONS. PREPARE SURFACES ACCORDING TO PAINT MANUFACTURER'S INSTRUCTIONS, EXAMINE FACTORY FINISHED AND PRIMED SURFACES TO BE PAINTED, AND VERIFY COMPATIBILITY OF EXISTING MATERIAL WITH PAINT TO C. (PROVIDE TOP EDGE TRIM CAPS OF (PLASTIC) (ANODIZED ALUMINUM) (PLASTIC ZERO REDUCER) FOR INTEGRAL FLASH AS APPROVED THE ARCHITECT.) BE APPLIED. APPLY PAINT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS DIVISION 11 EQUIPMENT COVE BY ONLY TO SURFACES WHICH ARE THOROUGHLY DRY, SMOOTH, EVEN, CLEAN, FREE OF DUST AND PROPERLY D.(PROVIDE A FILLET SUPPORT STRIP FOR INTEGRAL COVE BASE WITH A MINIMUM RADIUS OF I IN. (2.54 CM) PREPARED TO RECEIVE THE INTENDED FINISH, NONE SPECIFIED OF WOOD OR PLASTIC.) E. PROVIDE TRANSITION/REDUCING STRIPS TAPERED TO MEET ABUTTING MATERIALS. 102 PAINTING F. PROVIDE THRESHOLD OF THICKNESS AND WIDTH AS SHOWN ON THE DRAWINGS. A. ACCEPTABLE MATERIALS I. ALL PAINTING TO SCHEDULED THE FINISH SCHEDULE. p�� Q' ' *'�. Q DIVISION 1Z FURNISHL'II GS G. PROVIDE RESILIENT EDGE STRIPS OF WIDTH SHOW ON THE DRAWINGS, OF EQUAL GAUGE t0 THE U L 2. EQUIVALENT PRODUCTS OF THE FOLLOWING ARE ALSO ACCEPTABLE: FLOORING, HOMOGENEOUS VINYL OR RUBBER COMPOSITION, TAPERED OR BULLNOSE EDGE, WITH COLOR PRATT 4 LANBERTT NONE SPECIFIED TO MATCH OR CONTRAST WITH THE FLOORING, OR AS SELECTED BY THE ARCHITECT FROM STANDARD GLIDDEN COLORS AVAILABLE. PORTER H. PROVIDE METAL EDGE STRIPS OF WIDTH SHOWN ON THE DRAWINGS AND OF REQUIRED THICKNESS TO BENJAMINE MOORE PROTECT EXPOSED EDGES OF THE FLOORING. PROVIDE UNITS OF MAXIMUM AVAILABLE LENGTH TO B. UNDERCOATS AND THINNERS Q DIVISION 13 SPECIAL CONSTRUCTION THE NUMBER OF JOINTS. USE BUTT -TYPE METAL EDGE STRIPS FOR CONCEALED ANCHORAGE, I. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER OR OVERLAP -TYPE METAL EDGE STRIPS FOR EXPOSED ANCHORAGE. UNLESS OTHERWISE SHOW, OF FINISH COAT. NONE SPECIFIED PROVIDE STRIPS MADE OF EXTRUDED ALUMINUM WITH A MILL FINISH. 2. USE ONLY THINNERS RECOMMENDED BY THE PAINT MANUFACTURER AND USE ONLY PART 3 EXECUTION THE RECOMMENDED LIMIT§. C. COLOR SCHEDULES 3.01 INSPECTION I. PROVIDE PAINTING AS SCHEDULED IN THE FINISH MATERIALS SCHEDULE. DIVISION 1�, C.ON1�1'11�x SYSTEMS EXAMINE W15FLOORS PRIOR TO INSTALLATION TO DETERMINE THAT SURFACES ARE SMOOTH AND FREE a. ON GYPSUM DRYWALL; USE: FROM CRACKS, HOLES, RIDGES, AND OTHER DEFECTS THAT MIGHT PREVENT ADHESIVE BOND OR IMPAIR I. FIRST COAT - PVJh NTED PRIMER/SEALER NONE SPECIFIED DURABILITY OR APPEARANCE OF THE FLOORING MATERIAL. 2. SECOND COAT - ACRYLIC LATEX ENAMEL B. INSPECT SUBFLOORS PRIOR TO INSTALLATION TO DETERMINE THAT SURFACES ARE FREE FROM CURING, 3. THIRD COAT - ACRYLIC LATEX ENAMEL b. ON FERROUS METAL, Us E: SEALING, PARTING AND HARDENING COMPOUNDSt RESIDUAL ADHESIVESt ADHESIVE REMOVERSt AND OTHER FOREIGN MATERIALS THAT MIGHT PREVENT ADHESIVE BOND. VISUALLY INSPECT FOR EVIDENCE I. FIRST COAT - RUST'INHIBITIVE ALKYD METAL PRIMER DIVISION 15 MECHANICAL 2. SECOND COAT - SkMI-GLOSS ALKYD ENAMEL OF MOISTURE, ALKALINE SALTS, CARBONATION, DUSTING, MOLD, OR MILDEW. 3. THIN COAT - SV I( -GLOSS ALKYD ENAMEL SEE j"iEC;)-{ANICAL C. REPORT CONDITIONS CONTRARY TO CONTRACT REQUIREMENTS THAT WOULD PREVENT A PROPER c. ON WOOD DOORS, USE; INSTALLATION. DO NOT PROCEED WITH THE INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE I. FIRST COAT - STAIN (SEE FINISH SCHEDULE) BEEN CORRECTED. 2. SECOND COAT - STAIN (SEE FINISH SCHEDULE) D.FAILURE TO CALL ATTENTION TO DEFECTS OR IMPERFECTIONS WILL BE CONSTRUED AS ACCEPTANCE 3. THIRD COAT - VARNISH LOW SHEEN "RUBBED EFFECT" + DIVISION 1�ELECTRICAL AND APPROVAL OF THE SUBFLOOR INSTALLATION INDICATES ACCEPTANCE OF SUBSTRATES WITH REGARD TO CONDITIONS EXISTING AT THE TIME OF INSTALLATION. END OF SECTION 09900 SEE ELECTRICAL REVISIONS BY �_._.. E r o v; • N � v cn �~ d ' ro �z E .� -- - E (L1 N in N N • oco E Q rn -' v r- y N ^/ •-� tn� EoN �^ M m r�r N ti w CA Q Q N > o t�l o n, � � O 1 U_ Z C N � .O � N C L v M M v ,J Cr Q Q (/') p -° w U +- L O U W 0 _ L. li a LcJ o o Lr) L 0 CO s L. M a CL N N O J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet N3 H:\Projects\Projects 2009\0945 - FMC - Z1I ASC Expansion\CD\REV.02\Architectural\N-SPECS.dwg, 3/21 2011 1:29:02 PM, DC flAt �1 11 /1m11 mail ■1�1! moll 11�111 Blois NINO Ilr•1� [I�r� �11! 111i1, viol) 11r•r�RINI) 11 1� RINI) [I li �Iiil1 rhil� F LJ ®I I I I ®t II II I Cf�l I I I® I I I® I ! I I I ®I B ®I II II® I ®II ®II �1■rr [Irt� Mimi) viol) �111 Elmo) till! 11 r/ 111111011 RINI) i 11�r� t>t1�11 [1�rr11 11r1! Kll! ua>A ■11! [� �1 girl 111■II� /111 1i1a1 [1.r1�' illy ■INt1 QFIB PROTECTION SITE PLAN SCALE: 1" = 40'-0" I iC� I II I C�IDI I I CAI I I I i CBI II I Lei ■ ■ v slimy! 4- '- IN roil III 6 I t 1 Ex. HYD EXISTING 8" FIRE SERVICE AND BACKFLOW ASSEMBLY all ibrc t t t FLOW TEST CONDUCTED BY XEPHYRHILLS FIRE RESCUE HYDRANT *8119 MARKET SQUARE DRIVE NEAR EAST END OF BUILDING. DATE: MARCH 14, 2011 TIME: 1.00 PM STATIC PRESSURE: 62 PSI RESIDUAL PRESSURE: 24 PSI FLOW RATE: 3211 GPM 1p111a111811## � E.S A&I() e + Air s .y. + � r eo •e�siC�,� • Ca���`• /aeaall KEY PLAN LAN REVISIONS BY AHCA Cc"-ENTS 03. 1& Il CD FEv. 4 PER111T GD 03. 18. II 00 y \ c o� v � N h '~ O v Q rn a CN E a N ��+ N N O a q E-+ U O E un �C7 � a o� 0 0 CQ C� '0� w CQCb as Lp Q W V a �CQ Ca a� � wb � � o U Fm 0 0 � F U Z C N � o LO .N M C v v v- CL Q cn v xLd v � L U — -Y O 0 0 �- Qw� N M as Q 00 O 0 M L — a CL a� N 0 J LJ— Date: 12. 15. 10 Scale: AS NOTED Project Mgr: Drawn: Job: 09-45 Sheet FPO 0 ■ go i FIRE PROTECTION EXISTING COND ITIC SCALE: 3/32'' = P-O" FA mill 9MI, �i 1 1 1 1 1 ■ ■ ■ NON - CO BUST I E NC NO 5fi FPIN<LER15 FIRE PROTECTION LEGEND • EXISTING PENDENT SPRINKLER WHITE RECESSED PENDENT SPRINKLER K-5b, 135•F QUICK RESPONSE CONNECTION TO EX15TING Px REMOVE EXISTNG SPRINKLER, ARMOVER AND DROP, 4 PLUG OUTLET ® REMOVE EXI5TING SPRINKLER, RELOCATE OUTLET, t INSTALL NEW WHITE RECESSED PENDENT SPRINKLER K-5.6, 135•F PRO 01FIRE TECTION PLAN SCALE: 1/8" = I'-0" FIRE PROTECTION GENERAL NOTES 1 _ ADD/RELOCATE SPRINKLERS AND EXTEND WET PIPE SPRINKLER SYSTEM TO PROVIDE COMPLETE COVERAGE THROUGHOUT BUILDING TO COMPLY WITH 2O02 EDITION OF NFPA 13, FLORIDA FIRE PREVENTION CODE, AND AUTHORITY HAVING JURISDICTION_ 2. SPRINKLERS SHALL BE AT LEAST 12 INCHES FROM CEILING GRID. 3. SPRINKLER PIPE SHALL BE PER NFPA STANDARDS. "DYNA-FLO", "EZ-FLOW" AND "XL" PIPES ARE ACCEPTABLE. ALL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO OF 1.0 OR GREATER AND BE UL LISTED AND FMG APPROVED. 4. CROSS MAINS TO BE 'THIN WALL" (PER NFPA 13) WITH WELDED OR GROOVED OUTLETS AND JOINED WITH GROOVED FITTINGS- 5- ALL DEVICES TO BE UL LISTED OR FM APPROVED. 6. ALL MATERIAL, METHODS AND DESIGN SHALL BE PER 2002 EDITION OF NFPA 13. 7. PROVIDE ALL HANGERS INCLUDING TRAPEZE HANGERS AS REQUIRED TO COMPLY WITH NFPA 13, 8. PROVIDE SPARE SPRINKLERS AND SPRINKLER WRENCH IN METAL CABINET PER NFPA 13, 9. COORDINATE EXACT LOCATIONS OF SPRINKLERS AND PIPING WITH CEILING, ELECTRICAL, MECHANICAL AND STRUCTURAL ELEMENTS OF BUILDING. MAKE MODIFICATION WITHOUT ADDITIONAL COST TO THE OWNER. 10. PROVIDE ADDITIONAL DRAINS REQUIRED TO COMPLY WITH NFPA 13. 11.FLUSH AND TEST SYSTEM IN ACCORDANCE WITH NFPA 13. 12. ALL SPRINKLERS IN AREAS WITH FINISHED CEILING SHALL BE RECESSED TYPE WITH FACTORY APPLIED WHITE FINISH. 13. CONTRACTOR SHALL PREPARE SHOP DRAWINGS BASED UPON THESE PLANS AND OBTAIN APPROVAL OF AUTHORITY HAVING JURISDICTION, PRIOR TO CONSTRUCTION. IF THE DESIGN DEPICTED ON THESE DRAWINGS EXCEEDS THE MINIMUM REQUIREMENTS OF NFPA 13 OR THE AHJ, COMPLY WITH THESE DRAWINGS UNLESS WRITTEN APPROVAL IS REQUESTED OF AND OBTAINED FROM THE ENGINEER OF RECORD PRIOR TO BIDDING_ IF APPROVAL IS NOT REQUESTED AND THE DEVIATION IS INCORPORATED INTO THE SHOP DRAWINGS, APPROVAL OF SHOP DRAWINGS DUE TO THE FAILURE OF THE ENGINEER OF RECORD TO DETECT THE DEVIATION WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO MEET THIS REQUIREMENT. IN THAT CASE, THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE ANY MODIFICATIONS NECESSARY TO COMPLY WITH THIS REQUIREMENT. 14.IF CONFLICTS EXIST OR ALLOCATED SPACE IS INADEQUATE, CONTRACTOR TO NOTIFY ARCHITECT PRIOR TO BIDDING AND OBTAIN WRITTEN INSTRUCTIONS FOR RESOLUTION. 15. PIPE AND FITTINGS SHALL BE TYPE SPECIFICALLY IN NFPA 13. SCHEDULE 5 PIPE WITH PRESS ON FITTING AND NON-METALLIC PIPE SYSTEMS ARE NOT ALLOWED. 16. SEAL ALL OPENINGS THROUGH FLOORS, CEILINGS AND PARTITIONS TO RE-ESTABLISH THE FIRE RATING OF THAT FLOOR, CEILING OR PARTITION. SEE ARCHITECTURAL DRAWINGS FOR RATINGS. 17. ALL PIPING IN AREAS WITH DROPPED CEILINGS SHALL BE CONCEALED ABOVE THE CEILING. 18. SPRINKLER SYSTEM INSTALLATIONS MUST BE PERFORMED BY A CLASS I OR CLASS II FIRE PROTECTION CONTRACTOR. 19. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY ALL RELATED FEES. 20. EXPOSED SPRINKLER PIPE SHALL BE PAINTED IN RED COLOR OR SHALL HAVE STICK -ON LABELS IN RED LETTERS IN EVERY BRANCH THAT READS "SPRINKLER PIPE". 21. EXISTING SPRINKLER SYSTEM AS SHOWN IS BASED ON RECORD DRAWINGS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST AS REQUIRED TO COMPLY WITH NFPA AND THESE DOCUMENTS WITHOUT ADDITIONAL COST TO THE OWNER. DESIGN CRITERIA . MECHANICAL ROOMS ARE ORDINARY HAZARD GROUP 2. a. MAXIMUM SPRINKLER COVERAGE IS 130 SO. FT. b. DENSITY IS 0.20 GPM / SQ FT. C. HYDRAULIC DESIGN AREA IS 1500 SQ FT. d_ HOSE STREAM ALLOWANCE IS 250 GPM. 2. ELECTRICAL ROOMS ARE ORDINARY HAZARD GROUP 1. a. MAXIMUM SPRINKLER COVERAGE IS 130 SQ. FT. b. DENSITY IS 0.15 GPM / SQ FT. G. HYDRAULIC DESIGN AREA IS 1500 SQ FT. d. HOSE STREAM ALLOWANCE IS 250 GPM. 3. ALL OTHER SPACES ARE LIGHT HAZARD. a. MAXIMUM SPRINKLER COVERAGE IS 225 SQ. FT. b. DENSITY IS 0.10 GPM/SQ FT. C. HYDRAULIC DESIGN AREA IS 1500 SQ FT. d. HOSE ALLOWANCE IS 100 GPM. ■ 9r'mrusdr®rrrr r 47 __77. �XAfEI0F 1 P* r Py . r •� 0 R �Y 1- LM REVISIONS BY ANCA CC►` MNT5 0118. Il CD REV. r PERMIT a)03. 18. 11 � v o ` t_1 coEl � N N c a ioc p oo U ¢ i ti ¢; Qro 3 LO �--� E r` a 0 � N r- car c r. U UU�E-�E-� W� a" a"wM4 0 0 ojr"Cpnp, o �n r- ao cQ owl W 0Cb c� o0 L - ao co 00 Cd Lo Q � wb 0 or 4c) 0 0 �r E. _ Z C J N It O_ lr) �U M C M a J x Q V) o -D w C)•L O O U � Lf Q LLJ T ° ` ,r) a)N M O >. 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III■ .. _II i�l�■-,-I_�_■■�r��■■ i■■�Illl�rl�i■��iif�1i�■■�Iny■■ r=►►`�■■� -� _-11�/1// Cn r cCq i co co LO LNt ) D FIRE PROTECTION PLAN SCALE: I/8" = P-0" F I iRE PROTECTION LEGEND • EXI5TING PENDENT 5PRINKLER O WHITE RECESSED PENDENT SPRINKLER. K-5;6, 135 QUICK RESPONSE CONNECTION TO EXI5TING P}� REMOVE EXISTNG SPRINKLER, ARMOVER AND DROP, t PLUG OUTLET ■ ® REMOVE EXISTING SPRINKLER, RELOCATE OUTLET, t IN5TALL NEW WHITE RECESSED PENDENT SPRINKLER K-5.6, 135•F `�11111181" LES A/►l e SCE• ' O•, �A7�OF •�� • . a •►••IIYo•{a KEY PLAN REVISIONS BY A COh'1riENT5 AHG 03. 18. II GD REv_ t P7=Ri'tlt CD (d3. 18. II I � v ~ Q ►—� p -� W r ro M N CV ct1 V � � Q � Y T • i In v � t` I � v o x a U) A W V] p U U 0 U] zzw�� p�L1. paw cv cmo m cat I I w �m Q � m � wb R a. O H U Z N O Ln � Q cn v x � lil U � L U — _o a W m V) M i O o o�= L CL N J I.J- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: Drawn: Job: 09-45 Sheet FP3 D FIRE PROTECTION PLAN SCALE: I/8" = P-0" F I iRE PROTECTION LEGEND • EXI5TING PENDENT 5PRINKLER O WHITE RECESSED PENDENT SPRINKLER. K-5;6, 135 QUICK RESPONSE CONNECTION TO EXI5TING P}� REMOVE EXISTNG SPRINKLER, ARMOVER AND DROP, t PLUG OUTLET ■ ® REMOVE EXISTING SPRINKLER, RELOCATE OUTLET, t IN5TALL NEW WHITE RECESSED PENDENT SPRINKLER K-5.6, 135•F `�11111181" LES A/►l e SCE• ' O•, �A7�OF •�� • . a •►••IIYo•{a KEY PLAN REVISIONS BY A COh'1riENT5 AHG 03. 18. II GD REv_ t P7=Ri'tlt CD (d3. 18. II I � v ~ Q ►—� p -� W r ro M N CV ct1 V � � Q � Y T • i In v � t` I � v o x a U) A W V] p U U 0 U] zzw�� p�L1. paw cv cmo m cat I I w �m Q � m � wb R a. O H U Z N O Ln � Q cn v x � lil U � L U — _o a W m V) M i O o o�= L CL N J I.J- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: Drawn: Job: 09-45 Sheet FP3 MEDGAS LEGEND DESCRIPTION SYMBOLS EXISTING VACUUM PIPING v — EXISTING OXYGEN PIPING — -- O PIPING TO BE REMOVED MEDGAS KEY NOTES Q I. EXISTING LOW PRESSURE SWITGH TO BE REMOVED_ 2. EXISTING MEDICAL VACUUM PUMP TO BE REMOVED t STORED AS DIRECTED BY OWNER 3. EXISTING EXHAUST THRU ROOF TO BE REMOVED. 4, EXISTING MEDICAL GAS OUTLET (2) VACUUM, (2) VACUUM BOTTLE SLIDES, (1) OXYGEN TO REMAIN. 5. EXISTING MEDICAL GAS OUTLET (U VACUUM, (1) VACUUM BOTTLE SLIDE, (1) OXYGEN TO REMAIN. 6. EXISTING LINE PRESSURE ALARM (AREA ALARM /OXYGEN AND VACUUM). 1. EXISTING DOUBLE POSITION VALVE BOX_ 8. EXISTING MASTER ALARM PANEL W/ SENSOR TUBING t WIRING TO BE REMOVED. STORED AS DIRECTED BY OWNER 5. EXISTING 1/4" HARD COPPER 5EN50R LINES. 10. EXISTINGx OXYGEN LINE TO BE REMOVED. 11, EXISTING AREA ALARM PANEL W/ PRESSURE 5EN50R t TUBING TO REMAIN. 12. EXISTING VACUUM LINE TO BE CONNECTED TO NEW VACUUM LINE FROM NEW VACUUM PUMP. 13. EXISTING ZONE VALVE BOX TO BE REMOVED. STORED AS DIRECTED BY OWNER 14. EXISTING LINE PRESSURE ALARM (AREA ALARM /OXYGEN AND VACUUM) TO BE REMOVED AND RELOCATED. SEE RENOVATION FLOOR PLAN. ■ 1"I DC ,4l DEMOLITION Floor PLAN SCA101 LE: 1/8" = 1'-0" KEY FLAN `` 0%%f i l l , E N No 518 E T • g A 0��•�� O //I,5, S10 N REVISIONS BY L IENT/G0NTKAGT0K REV. I HIRMIT VT1C 03, 18. 11 v 2 L cz Q E L / N 0. m oo c o `° U Q y ti Q x L i ? lf) / Cf) • E r- oo I�r N v 0 Q U � W W x A �o�aa F C) v � O i � IIii go Cr �w =v H Y a -a F W O ` =moo o m z Cu V�� 0 c 0 V Cu Q ° :�i U ,.o N � nN 0) C p E U) E Q 0 U) U y C > a) -0 c m Q m > W > d � O O n N �U n U_ Z .J cV `t O_ C M 0 J (TQ x Q V) o w U •� U O L� Q LIJ vi O L _ N M !E O Q 00 0 0 a L � � IL IV O J L_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet MG1 FXIA,TINI:. II Inzw 101 ME IDC-*A8 DEMOLITION FLOOR FLAN II 0a FXISTfN1's FXIT Ar.r.RF Fi r.0RR1r)nR 3L� DESCRIPTION 6YMB0L5 EXISTING= VACUUM PIPING — — — v EXISTING OXYGEN PIPING O PIPING TO BE REMOVED x x x X x MEDGAS KEY NOTES O 1. EXISTING SINGLE P051TION VALVE BOX STORE AS DIRECTED BY OWNER 2. EXISTING HIGH/LOW PRESSURE SWITCH TO BE REMOVED. STORE AS DIRECTED BY OWNER 3. EXISTING SOURCE VALVES TO BE REMOVED. STORE AS DIRECTED BY OWNER 4. EXISTING OXYGEN MANIFOLD. STORE AS DIRECTED BY OWNER 5. EXISTING OXYGEN LINE TO BE REMOVED. ■ KEY I- LAN S 1 No 51 REVISIONS BY CLI T/CONTRAGTOR REV. 4 FEWIT 03. 18. II 1�K . � v 00 L O p W 10 _ ro o a 5 • CIA Q QrJ- � C X Q Q7 ro O J C U C~V U 0 O a. 1 , Cn Q E- Wx E"fs,�A U O � W U N C UfY. C� O � � p 13. O d C N Cl) VO]O O a 7 0 IJ,F1 I-1 ;Ss '11 uj M A uj w LLJ F '•411 !• -s m a r 0 c on W 0? � ULLa U) (D U d$ C e > N m 2 P a c Q) P Q - CT [O ti A? W Cl) �o m d > o d �3 U_ ZLN o U Lp •ch L 1t) C 0 Imo. x w U •� U — O 0 0 � Q W -v :2 v; a) tM C O — L. O M � _ Q IV a Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet MG2 v 0 a v N Q) u v >c M 0 00 r, 0 N 0 m a� (`'1 L O 0 M O 0 M rn d- 0 U 0 7 3 C_ a) u of cn C_ u ra u L o u_ v- 0 0 M O O v L u 0 0 m 0 0 0 1-1 0 0 0 SOILED Lucr;a< ROOM 136 l 1 o 8 or 8 VESTIBULE MATCH LINE 5a \Lr MED PREP/ �S MED STOR 133 SOILED HOLDING 134 / VEST. 135b 00 I I 1 1 °�° • :a9{e FEMALE CHANGING .... e8p g o 1 lay - 1 T I 1 T-1 'T 71 r 71 -1 0 L OIL T 1� / �—.0'71 I .. .. 2 I ` hAIF [7- TOIL1 I TOOIWET) 17" k �3mJI1J 00 EXIT PASSAGE Qb DIRECTOR OF X NURSING O•FICE m 1 oeeo�i i►i°e°i°oAi i►e°sy°i�i ►e°e''O°ell - �►eoeo IeeeeO �►eeee �����4�9�1�111�11��►e��e°e�� ►�:��e":o so901101. 1111 Ili OMDCx,45N01r�4TIONFLOOR PLAN SCALE: 132 I VVI L, I EXISTING COMPUTER ROOM_ 161 RECOVERY I f 3/4" I I I I EX15TING CORRIDOR MATCH LINE IJ:� I lu EXISTING OFFICE OFFICE EXISTING ONCE I U Q 163 *4 �B 1 F- I w I cLEAN WORK I ROOM 122 GLEA LINENN _ L21 _ J 5T , TO LET/ TDIL T 1 C I J u9 CHANGE J 12® � I��+—A 4-------- - _ .— 3/4" I — V 1 — V— I —Y- 1-1/4 0 0 - — 1!2" ENERAL I } -- I I STORAGE I I ausi` S OFFICE/ a 1/2 Q RECORDS 114 oFFICE iIll w= i b MEDICAL SUPER R oFFlc� j I I I ELF I na n2 I I I/7" nb 1 2 I 3 1!2" J EXISTING EXIT ACCESS CORRIDOR n2 EXIS ING 1n" PU ROOM— EXISTING 3/4" n4 ELEC. ROOM--- } n3 —i I� r r 1/2" OI �- i }It I I �LEAN� �GEN I -- / 1 ILNN I I STORlei �- +1 L-- ,1 1/Z 3/4 --- -- I I_ - 1i11i! } 8 I I — - +----=.--V.o ----�------Y---- — — --- ----- 1— I" - ------ - - - - RECOVERY �� r 1/2"� 3/4" -1- OFFICE lot CONS L—_1L--1LJ - Lit] SURGERY LOBB I\ L-J�-J�� — — ®o i 1p11�l9��11lIIINl111�11® +�i'°'+"°'��i►i°++ �i�o++s+i►�i!iv 101100iU10 i!3%1Ni'�i°i°:°o° 02%Wf°i !i�i►o°e°e°o i►000+� �eoo�reeoo�i s000�i�000a a000�►oojo�i �►eo ��������i�l►iea��evo��l'i�weew�'c11'ae�om1.1.1'amamI.ifI�I'mu°�e�'�'iimme,e,"I0'e.° N.1,►►�°�00110FE] [E 1 �eee./ uu1�IL�JL�I�IL�1L�l�i� 11■�I®11 ING r- - - p- --------------.+ OO 4--------------V-----------=------4 3/411 I I L1/211 3/--V---- - ■ II _ —�k I- ��---j�s71>a --p-------- Iy I- / _J -- - r L - - /� O T�A _ i Iw _-- INING - 4 L I Ci F/c . I 4 STORING /} / 501 1 / WORlCD ! j - --=-J J I9m -11 I ROOM I c j — — i n9 O w E' I (T I 17�II I - - I I I I I° 11 -- 4 �g EXISTING EXISTING r — rn ---Y- %�`� I I ATION TOILET/ OIL ET/ ON5ULT �1 -----Q _- -- PATIENT ATIENT 4 J�• � GRANGE GRANGE �- / / I 183 I 193 re4 WOMEN'i, MEN'5 } TOILET TOILET TOILET NSIIL1 IL J-------�--- ------------------- o® ®o ®o FT� LJ - —1 I-- --7- r- GALLERY I®3 _ _ �+r.xxx xx!• 1" EDGAS LEGEND DESCRIPTION SYMBOL EXISTING VACUUM PIPING --- V - ---- EXI5TING OXYGEN PIPING ------- O NEW CARBON OXIDE PIPING CO NEW NITROUS OXIDE PIPING NO NEW MEDICAL AIR PIPING —A— NEW VACUUM PIPING -------- V-------- NEW OXYGEN PIPING 0 NEW POINT OF CONNECTION NEW PRE55URE TRANSDUCER SWITCH ■ NEW AREA ALARM PANEL T_T_7T NEW MASTER AREA ALARM PANEL T AA MEDICAL GAS WALL OUTLET T7___T O NEW MASTER LINE VALVE BOX W/PRESSURE GAUGE, t LOCKING DEVICES. NEW GAS ZONE VALVES AND BOX W/PRESSURE GAUGE ASSEMBLIES _-Ru AHJ. AUTHORITY HAVNG JURISDICTION U.O.N. UNLESS OTHERWISE NOTED AFF ABOVE FINISHED FLOOR P.C. PLUMBING CONTRACTOR GC. GENERAL CONTRACTOR MEDGAS KEY NOTES O I- CAPPED MEDICAL GAS LINES ABOVE CEILING FOR FUTURE CONNECTION DURING PHASE 2 CONSTRUCTION/ REMODELING OF EXISTING AREA_ 2. MEDICAL GAS PIPING INSTALLED DURING PHASE I CONSTRUCT ION. 3. MEDICAL GAS PIPING INSTALLED DURING PHA5E 2 CONSTRUCTION. 4. NEW 1/4" SEN50R TUBING TO RELOCATED AREA ALARM PANEL. 5. CONNECT NEW 1/4" 5EN50R TUBNG TO EXISTING 1/4" SEN50R TUBING. (VERIFY EXACT LOCATION). 6. CONNECT NEW 1/2" OXYGEN PIPING TO EXISTING 1/2" OXYGEN PIPING. (VERIFY EXACT LOCATION). 1. CONNECT NEW 3/4" VACUUM PIPING TO EXISTING 3/4" VACUUM PIPING. (VERIFY EXACT LOCATION)- 8, CONNECT NEW P VACUUM PIPING TO EXISTING 3/4" VACUUM PIPING. (VERIFY EXACT LOCATION). 9. SENSOR WIRING TO MASTER AREA ALARM PANEL. 10, 5EN50R WIRING TO AREA ALARM PANEL 01. 11. SENSOR WIRING TO AREA ALARM PANEL 02. KEY FLAN ll ��.%% p IS. E No 5 •• STAT i P R� O REVISIONS BY A COMMENTS AHC 03.Ia.II VTK CLIENT/CoNTRACTOR IR£v. 4 PERMIT 03. 1& 11 VTK c i c0 ` - � o s L- iU E off: - o _ rN� N C p a0 r C f7 o . 1- tl c Q - m cm ~^ O = IN I�r F ti c 0 v O t• j Cl) I— C: c a ra W W H O u W �oa E r 0((n. o H O TQ 0� e W a.. E P• �. o - o c 88 m C co E W E C)� U ` (n U) V � O �z U cca N > N o° c r` Q m ro m w vi,n �o a m w a o o a MUS U Z J cV •U) (n M C: :3 to a J Q Q N a x w U •� W o U 0 a W O _ () M L O 00 O M L C' IL N O Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet MG3 N MATCH LINE ®1 ,,, \`,� .-•--. GLASS 'C' OR SEE ENLARGED PLAN ON 1�I f 1 1—F 1 2-1/2" ._ 1/2'1 I I I I -----------------------1 O MEDGAS RENOVATION FLOOR PLAN SCALE; a L —J L —J L_J I L —J L —J L —J — _ 1/2 U Co _ _1" Co ---- D —V--- V o �} 1/2"—I" 3/4" NO A Imo" I/2 I l 1/2 I VVV u1/2° I T 'YVY EV NO N. — „ ILI/ 15 I A I ' VV 1/2ii I v 1-1/4 0 CLASS 'C' OF NO 143 0 l -f I� } z E WA I J I/2 vV i/2" 3/4° I ANOO_ — ANOO Ii ------V---�-------V--- Ll —-----h_----------I-I/4'----_ OMEDGAS ENLARGED PLAN SCALF- 1/4" = 1'-0" MEDC• AS LEGEND DESCRIPTION SYMBOL EX15TING VACUUM PIPING ------V-------- EXISTING OXYGEN PIPING------ 0-------- NEW CARBON OXIDE PIPING GO NEW NITROUS OXIDE PIPING NO NEW MEDICAL AIR PIPING -A— NEW VACUUM PIPING -------- V-------- NEW OXYGEN PIPING —0— NEW POINT OF CONNECTION NEW PRESSURE TRANSDUCER SWITCH ■ NEW AREA ALARM PANEL NEW MASTER AREA ALARM PANEL MEDICAL GAS WALL OUTLET T77= Q NEW MASTER LINE VALVE BOX W/PRE55URE GAUGE, t LOCKING DEVICES. NEW GAS ZONE VALVES AND BOX W/PRE55URE GAUGE A55EM5LIES A.HJ. AUTHORITY HAVIW3 JURISDICTION UDN. UNLE55 OTHERWISE NOTED AFF ABOVE FINISHED FLOOR P.C. PLUMBING CONTRACTOR G.C. GENERAL CONTRACTOR 1" EDGAS KEY NOTES Q I_ SENSOR WIRING TO MASTER AREA ALARM PANEL. 2. VACUUM PUMP. SEE DETAIL 42 ON SHEET 'MGS. 3_ MEDICAL AIR MANIFOLD. SEE DETAIL #1 ON SHEET T1G6_ 4. OXYGEN MANIFOLD. 5. MICROBULK OXYGEN TANK - II OXYGEN RESERVE CYLINDER (TYP.). SEE DETAIL n ON SWEET T Ks6_ 'T. RACKED t CHAINED SPARE CYLINDERS. 8. NITROUS OXIDE MANIFOLD. SEE DETAIL #1 ON SHEET T'16-tb_ 9. PROVIDE SIGN AS PER NFPA 99- 2005. 10. CARBON DIOXIDE MANIFOLD. SEE DETAIL '1 ON SHEET T'ICx6. 11. EMERGENCY OXYGEN SUPPLY CONNECTION. 12. PIPE BOLLARDS. 13. OXYGEN PIPING RUN ALONG WALL WITH SUPPORTS AS PER MANUFACTURERS RECOMMENDATION. 14. LOCKABLE SHUT-OFF VALVES ABOVE CEILING. 15. CEILING MOUNTED BOOM. 1 I6. SENSOR WIRING TO AREA ALARM PANEL #1. ,,`�� J\O �• No STA �O• 1/11 1 KEY PLAN REVISIONS BY AHCA COMMENT5 03. 18. 11 VTK I T/CONTRAcToR REV. 1 PERMIT 03. 18. 11 VTK v ai N Q u - .� Q u rom o ^ a o u V • Q N � Q QQ, ro - �m 3 � o 0, �C/)ti �D E Zo i v co N 0 L a vi Q � x E C) UI A ZU)yO.WU� U0E E-+ d zUW] zWx � 0 PI r) E" E' �qa x 0 Q1 p O E'' Co O O O fill,, 13 if •': 71 OF 'Ld E� w co W co N nE (n LL U 9' E U) n Z7 � V �$ j E -o a) QCT m '0 o_ c m m W (n U T_� a N a � U U_ z J CV O_ •U M C: M 0 J a- CL Q cn 0 x LA U •L ay O U Q Q W CI) U-) _ N L O 0 0 te) C a) IV 0 LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet MG4 RELIEF VENT ELBOW DOWN WITH SS. SCF INLET 1801 i° r- - - - - - - - - RELIEF VALVE AND VENT � I I" I I I � I I I 0 --- COORIDOR LAABOVE I I i I I I I i p I IN SHUTOFF VALVE WITH LOCKING DEVICE I I L— — — — — — — — J I" OEMERGENCY ENCY OXYGEN SUPPLY C42sINECTION (EOIS) DETAIL SCALE: N.T.S. STAINLESS STEEL I ^� _*�IINSECT SCREEN I I I I � 40" MIN. I I _ _ _ SLOPE 1/4"/VA __- -- VEx-- -_- f r _ I I I I I �211 V I I 2" I I FLEXIBLE CONNECTIONS (TYPICAL) I I I 211 T _1 CAP (CLEANOUT) VENT BY P.C. I � I 0 TRAP AS REQUIRED AIR GAP 3" MIN. PUMP ISOLATION VALVE (TYPICAL) RECEIVER TANK ANCHORING t0 FLOOR OMEDICAL VACaM PUMP DETAIL SCALE: N.T.S. MEDGAS EQUIPMENT SCHEDULES 4 DETAILS N.T.S. r,1/— V REMOTE VACUUN SWITCH WIRE TO MASTER ALARM PANEL AT NURSE STATION :UUN"I GAUGE 2-I/2" FROM SYSTEM MAIN LINE VALVE BOX VACUUM PUMP OPERATION INSTRUCTIONS `-SOURCE SHUTOFF VALVE CUUM GAUGES EXIBLE CONNECTIONS 2-I/2" LONG ELBOWS (TYPICAL) FLEXIBLE CONNECTIONS (TYPICAL) FURNISHED AS A PACKAGE WITH VACUUM PUMP. CONTROL PANEL RECEIVER PROVIDE CONCRETE PAD AS PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS MEDICAL CAS EQUIPMENT SC44EDULE MARK DESCRIPTION MARK DESCRIPTION "OIL LUBRICATED" MEDICAL ROTARY VANE TRIPLEX VACUUM PUMP. THE VACUUM PUMP PACKACsE ASSEMBLY SHALL INCLUDE DIRECT DRIVEN VACUUM PUMPS, EOIS EMERGENCY OXYGEN INLET STATION. RECESSED WATER TIGHT. SHALL BE AMIGO PRODUCTS. 200 GAL VACUUM RECEIVER (ASME CODE STAMPED), INTAKE PIPING, FLEXIBLE MODEL NUMBER N-M-FILL-OXY-LP CONNECTORS, ISOLATION `VALVES, CHECK VALVES, INTERC; N CTING PIPING AND FITTINGS, P RELIEF VALVE P-5335-8MP-15 PAD LOCK PROVIDED BY OWNER DUPLEX CONTROL SYSTEM (NEMA 12 t U.L. LABELED), THE CONTROL SYSTEM SHALL (2) V CHECK VALVE V-61-505-51 PROVIDE AUTOMATIC LEAD/LAG SEQUENCING WITH CIRCUIT BREAKER DISCONNECTS FOR EACH VACUUM PUMP WITH EXTERNAL OPERATORS, FULL VOLTAGE MOTOR STARTERS WITH OVERLOAD PROTECTION, REDUNDANT 120V CONTROL CIRCUIT TRANSFORMERS, VISUAL AND A.I.1 LOW t HIGH PRESSURE SWITCHES AUDIBLE RESERVE UNIT ALARM, WITH ISOLATED CONTRACTS FOR REMOTE ALARM, HIGH -LOW LINE PRESSURE SWITCH FOR OXYGEN, NITROUS OXIDE, MEDICAL Alfa, CARBON DIOXIDE t NANO -OFF -AUTO LIGHTED SELECTOR SWITCHES AND RUNTIME HOURMETERS. PROGRAMMABLE VACUUM SERVICES SHALL BE LOCATED ON THE PIPE LINES AS PER NFPA-99 (2005) STANDARDS. LOGIC CONTROLLER (PLC) SHALL CONTROL THE AUTOMATIC ALTERATION OF BOTH VACUUM THE SWITCHES, DISS DEMAND CHECK PORTS, AND PRESSURE SWITCHES SHALL BE AMICO PUMPS WITH PROVISIONS FOR SIMULTANEOUS OPERATION IF REQUIRED, AND AUTOMATIC PART NUMBER AS LISTED BELOW OR APPROVED EQUAL. ACTIVATION OF RESERVE UNIT IF REQUIRED. THE CONTROL SYSTEM SHALL INCLUDE AN PRESSURE SWITCHES: AUTOMATIC MINIMUM RUN TIME ADJUSTMENT TO CONTROL RUN TIME BASED ON DEMAND. THE • M-PRSW-OXY FOR OXYGEN, VACUUM GAUGES SHALL BE PROVIDED IN THE CONTROL PANEL. • M-PRSW-NO2 FOR NITROUS OXIDE, THE SYSTEM SHALL BE AMIGO MODEL NO. V-RVL-T-200P-SS-N-100-MTA WITH, 10 HP • M-PRSW-AIR FOR AIR, CONTINUOUS DUTY NEMA RATED, C-FACE, OPEN DRIP PROOF, IWO RPM, MOTOR FOR 4WV, • M-PRSW-VAC FOR VACUUM, • M-PRSW-CO2 CARBON DIOXIDE 60 HERTZ, 3 PHASE ELECTRICAL SERVICE AND BE U.L. LISTED MODIFIED WITH 200 GAL. CHECK PORTS: TANK AND CONTROL PANEL RELOCATED TO FIT MECH. RM. SPACE. THE SYSTEM CAPACITIES OVV-CWK- PIPE SIZE AS REQUIRED FOR OXYGEN, SHALL HAVE A MINIMUM OF 65 SCFM + IS' Hg PER SINGLE VACUUM PUMP t SYSTEM PRESSURE GAUGES: CAPACITY TO BE 130 SCFM • IS" Hg (RESERVE VACUUM PUMP ON STANDBY) AS PER • M-PRSW-GA (0 - 100 PSI) FOR PRESSURE GASES, NFPA-95 (2005) STANDARDS REQUIREMENTS. VACUUM PUMP EQUIPMENT TO BE DELIVERED • M-PRSW-GA-VAC FOR (0 - 30 Hg) FOR VACUUM. IN SECTIONS SO IT WILL BE ABLE TO FIT THROUGH A 3'-0" DOOR ALL COMPONETNS INSTALLED AS PER MANUFACTURERS RECOMMENDATION) PRESSURE GAUGES: FOR (0 - 100 PSI) FOR PRESSURE GASES, OXYGEN MICRO BULK TANK THE ON SITE OXYGEN STORAGE TANK TO BE CHART "PERMA-GYL MODEL • 1000L-HP-1000 LITER 42" DIA. x 81" HIGH+'16-130112-00 ALL STAINLESS STEEL • 6-130111-00 FOR l0 - 30 Hg) FOR VAC". TANK COMPLETE WITH ALL FINAL LINE ASSEMBLY COMPONENTS AND CONFIGURATION "C" LAYOUT, REGULATOR MANIFOLD, AUTOMATIC CHANGE OVER, t HIGH PRESSURE RESERVE AS SHOWN ON DETAIL ON SHEET • MG6 SVlISOL41ION "T-OFF VAL4§ BALL TYPE (DOUBLE SEAL) WITH CAST BRASS/BRONZE BODY, AND AUTOMATIC CHANGE OVER MANIFOLD ASSEMBLY TO BE CHART part •'S AS FOLLOWSt LOCKJNG DEVICE5 t -PLATED BRASS BALL t TEFLON SEALS. THE VALVES SHALL BE AMICO WITH SIX HIGH PRESSURE CYLINDERS t RESERVE MANIFOLD WITH CONTROLS PRODUCTS MODEL NUMBERS: t TRANSFORMER IN A NEMA 4 (WEATHER -TITS RATED) . OXYGEN TO BE • S-W-I50-GL-10, NITROUS OXIDE t MEDICAL AIR TO BE 5-W-I60-GL-05, AND ® CHART PN DESCRIPTION VACUUM • S-W-I60-GL-230 14684431 PANEL MED GAS OTDR LLU 02/20 50 PSI 14685011 KIT HDR MED W1/RV VLV FOR OPT C 14685039 MANIFOLD HPR 3CYL OXY PORT/REG MODULAR MASTER ALARM PANEL (RECESSED. WALL MOUNTED) 14685055 FADER EXT 3CYL OXY CU PIGS 149OW12 0-2500 PSI TRANSDUCER ASSY (10 FT GABLE) DIGITAL MODULE AREA ALARM PANEL FOR MEDICAL GAS SYSTEM SHALL BE AMICO AND 11080860 WIRE 4 COND 22GA PVC JACKET Ft) SHALL INCLUDE: ROUGH -IN ASSEMBLY ASSEMBLY, MULTI -SIGNAL ALARM MODULES, NEEDED t0 CONNECT CYL-TEL TOO MANIFOLD Q►P ANNUNCIATOR MODULE, WITH REMOTE SENSORS MASTER ALARM MODULES SHALL DISPLAY CANCELABLE AUDIBLE t NON -CANCELABLE VISUAL SIGNALS AT IN COMPLIANCE WITH PROVIDE GYL-TEL LIQUID LEVEL GAUGE. NFPA-99 (2005) AND APPROPRIATELY LABELED FOR EACH REQUIRED SIGNAL. FOR AND OPTION -OS PLUMBING KIT WHICH WOULD INCLUDE ADOTIONAL COMPONENTS VACUIL", OXYGEN, MEDICAL AIR, NITROUS OXIDE t CARBON DIOXIDE. MASTER ALARM ON THE FILL AND RELIEF CIRCUIT AND REQUIRED DAUGHTERBOARD INSTALLED IN THE PANEL SHALL BE AMICO MODEL • A2M-E-20 GYL-TEL NECCESSARY FOR It t0 COMMUNICATE WITH THE MANIFOLD. ENTIRE ASSEMBLY TO BE IN COMPLIANCE WITH NFPA 55 (2005 ED.) t NFPA 99 (2005 ED). MODULAR AREA ALARM PANEL (RECESSED, WALL MOUNTED) DIGITAL MODULE MASTER/AREA ALARM PANEL FOR MEDICAL GAS SYSTEM SHALL INCLUDE: ROUGH -IN MICRO -BULK TANK SYSTEM CAPACITY t VOLUME TO BE 30,010 SCF WITH ASSEMBLY ASSEMBLY, ANNUNCIATOR MODULE, DIGITAL MODULES, WITH REMOTE SENSORS HIGH PRESSURE RESERVE CYLINDER BACKUP CAPACITY OF 1,500 SCF. FOR AREAS SHOD( ON SHEET • MG4. AREA ALARM MODULES (FOR OXYGEN, MEDICAL AIR, VACUUM, NITROUS OXIDE AND CARBON DIOXIDE t SHALL DISPLAY CANCELABLE AUDIBLE t NON -CANCELABLE VISUAL SIGNALS AT AREA ALARM PANEL IN COMPLIANCE WITH NFPA-99 ®12005). CARBON DIOXIDE MANIFOLD: AREA ALARM PANEL SHALL BE AMIGO •A2AL-U•OAV2C. AUTOMATIC CHANGE OVER MANIFOLD ASSEMBLED AND TESTED SHALL BE AMICO NEMA 4 AREA ALARM PANEL (RECESSED, WALL MOUNTED) DIGITAL MODULE (WEATHER -TIT£ RATED) (1)'M2140-0-HH-U-0O2 MANIFOLD, (1) M12H5TC-04U-CO2 HEADER BARS. ®MODULAR MEDICAL AIR MANIFOLD: ^ MASTER/AREA ALARM PANEL FOR MEDICAL GAS SYSTEM SHALL INCLUDE: ROUGH -IN AUTOMATIC CHANGE OVER MANIFOLD ASSEMBLED AND TESTED SHALL BE AMICO NEMA 4 ASSEMBLY ASSEMBLY, ANNUNCIATOR MODULE, DIGITAL MODULES, WITH REMOTE SENSORS (WEATHER -TITS RATED) (1) "2HD-0-1414-1.1-AIR MANIFOLD, (1) M2145TC-08U-AIR HEADER BARS. FOR AREAS SHOWN ON SWEET • MG4. AREA ALARM MODULES (FOR OXYGEN, MEDICAL AIR AND VACUUM t SHALL DISPLAY CANCELABLE AUDIBLE t NON -CANCELABLE VISUAL NITROUS OXIDE MANIFOLD: SIGNALS AT AREA ALARM PANEL IN COMPLIANCE WITH NFPA-99 (2005). AUTOMATIC CHANGE OVER MANIFOLD ASSEMBLED AND TESTED SHALL BE AMICO NEMA 4 AREA ALARM PANEL SHALL BE AMICO •A2AL-U-OAV. (WEATHER -TITS RATED) (1) "2HD-D-HH-U-N20 MANIFOLD, (1) M2H5TS-04U-N20 HEADER BARS MODULAR AREA ALARM PANEL (RECESSED, WALL MOUNTED) DIGITAL MODULE MEDICAL GAS MANIFOLDS: AUTOMATIC, MICROPROCESSOR BASED DIGITAL CHANGE OVER MANIFOLDS, TESTED, RALLY ASSEMBLED IN MASTER/AREA ALARM PANEL FOR MEDICAL GAS SYSTEM SHALL INCLUDE: ROUGH -IN WATER TIGHT ENCLOSURE, SWITCHING POWER SUPPLY, WITH BUILT IN FUSE AND THERMAL BLOCKS, TWO ASSEMBLY ASSEMBLY, ANNUNCIATOR MODULE, DIGITAL MODULES, WITH REMOTE SENSORS HEADER BAR ASSEMBLY WITH CHECK VALVES AND WITH HIGH PRESSURE HOUSES FOR MEDICAL AIR, FOR AREAS SHOWN ON SHEET • MG4. AREA ALARM MODULES (FOR OXYGEN AND VACUUM t NITROUS OXIDE t CARBON DIOXIDE SERVICES SHALL BE AMICO MODEL SHALL DISPLAY CANCELABLE AUDIBLE t NON -CANCELABLE VISUAL SIGNALS AT AREA NUMBER FOR EACH SPECIFIC GAS SERVICE SHALL BE AS SPECIFIED. EACH ASSEMBLY SHALL INCLUDE: ALARM PANEL IN COMPLIANCE WITH NFPA-SS (2005). - WALL MOUNTING BRACKETS FOR ENCLOSURE, HEADER AND CYLINDERS, AREA ALARM PANEL SHALL BE AMICO •A2AL-U-OV. - ONE MANIFOLD BLOCK ASSEMBLY (INCLUDES INSTALLATION VALVES, CHECK VALVES, RELIEF VALVES, BLEED VALVE, AND DELIVERY LINE PRESSURE GAI S, t ALARM SIGNAL CONNECTIONS), - TWO VALVE AND CROSS ASSEMBLIES - TWO BANK REGULATOR ASSEMBLIES (INCLUDES INTERMEDIATE AND BANK PRESSURE GAUGES, EXISTING RELOCATED MODULAR AREA ALARM PANEL (RECESSED, WALL MOUNTED) DIGITAL - TWO BLANK TUBES, - TWO LINE PRESSURE REGULATOR ASSEMBLIES, MODULE MASTER/AREA ALARM PANEL FOR MEDICAL GAS SYSTEM SHALL INCLUDE: - TWO LINE TUBES ® ROUGH -IN ASSEMBLY ASSEMBLY, ANNUNCIATOR MODULE, DIGITAL MODULES, WITH REMOTE - TWO BANK RK LATOR STOP KITS, SENSORS FOR AREAS SHOWN ON SHEET • MG3. AREA ALARM MODULES (FOR OXYGEN, - ONE PRESSURE SWITCH, MEDICAL AIR AND VACUUM t SHALL DISPLAY CANCELABLE AUDIBLE t NON -CANCELABLE - OTHER HARDWARE WITH REQUIRED NUMBER OF BLIND GLANDS AND UNION NUTS, AND PIGTAILS. VISUAL SIGNALS AT AREA ALARM PANEL IN COMPLIANCE WITH NPPA-99 (2905). AND PIGTAILS. CONTRACTOR t0 VERIFY EXACT TYPE OF EXISTING AREA ALARM PANEL t PROVIDE NEW MODULE FOR MEDICAL AIR THAT IS COMPATIBLE WITH EXISTING PANEL REQUIREMENTS. MGl CEILING OUTLETS TWO (2) OXYGEN, (1) NITROUS OXIDE. (3) VACUUM OUTLET. (1) MEDICAL AIR t (1) EVAG OUTLET EXISTING MODULAR AREA ALARM PANEL TO REMAIN (RECESSED, WALL MOUNTED) DIGITAL MEDICAL SERVICE OUTLETS SHALL BE CONGEALED CEILING OUTLETS, COMPLETE ASSEMBLY MODULE MASTER/AREA ALARM PANEL FOR MEDICAL GAS SYSTEM SHALL INCLUDE: ROUGH-N ASSEMBLY ASSEMBLY, ANNUNCIATOR MODULE, DIGITAL MODULES, WITH REMOTE DIES -CONNECTION TYPE FROM AMIGO: SENSORS FOR AREAS SHOWN ON SHEET • MG3. AREA ALARM MODULES (FOR OXYGEN AND FOR MEDICAL AIR 110-DISCEI-U-AIR VACUUM t SHALL DISPLAY CANCELABLE AUDIBLE t NON -CANCELABLE VISUAL SIGNALS At FOR OXYGEN: b-DISCEI-U-OXY AREA ALARM PANEL N COMPLIANCE WITH NFPA-99 (2005). FOR VACUUM: 00-DISCEI-U-VAC FOR NITROUS OXIDE: 40-DISCEI-U-N20 FOR EVAC: 00-DISCEI-U-WAG FIVE ZONE VALVES AND BOX ASSEMBLIES W/PRESSURE GAUGES PROVIDE 5 FT. HOSE RETRACTORS FOR MEDICAL GAS CONNECTIONS. SHUTOFF VALVE SHALL BE BALL -TYPE (DOUBLE SEAL) WITH CAST BRONZE BODY, QUARTER TURN, AND CHROME PLATED BRASS BALL, PRESSURE GAUGES FOR OXYGEN, MEDICAL AIR NITROUS OXIDE, CARBON DIOXIDE AND VACUUM SERVICES COMPLETE ASSEMBLY FOR EQUIPMENT BOOM MOUNTED OUTLETS RECESSED VALVE BOX. THE VALVE SHALL BE AMICO • Z-VBU-MV505050515 WITH (3) VACUUM 4 (1) CO2 OULETS PRESSURE GAUGES. (SEE PLAN FOR LOCATIONS) . MEDICAL SERVICE OUTLETS SHALL BE FURNISHED WITH BOOM ASSEMBLY AND TO BE CHEMTRON COMPATIBLE TYPE. THREE ZONE VALVES AND BOX ASSEMBLIES W/PRESSURE GAUGES BOOM PROVIDED BY OWNER CONTRACTOR TO ROUGH IN FOR t MAKE FINAL CONNECTIONS- SHUTOFF VALVE SHALL BE BALL -TYPE (DOUBLE SEAL) WITH CAST BRONZE BODY, QUARTER (1) NON MEDICAL AIR SUPPLY CONNECTION TO BE PROVIDED FOR BOOM BRAKE KIT. TURN, AND CHROME PLATED BRASS BALL, PRESSURE GAUGES FOR OXYGEN, MEDICAL AIR SEE NOTES • 1 t 2 AND VACUUM SERVICES COMPLETE ASSEMBLY FOR RECESSED VALVE BOX. THE VALVE SHALL BE AMIGO • Z-VBU-M050512 WITH PRESSURE GAUGES. (SEE PLAN FOR 2 _ . __ WALL OUTLET LOCATIONS) ONE (1 ) (1) 961CWt THREE ZONE VALVES AND BOX ASSEMBLIES W/PRESSURE GAUCsEs MEDICAL SERVICE OUTLETS SHALL BE CONCEALED WALL OUTLETS, COMPLETE ASSEMBLY TYPE QUICK -CONNECT CHEMTRON COMPATIBLE FROM AMICO: ® SHUTOFF VALVE SHALL BE BALL -TYPE (DOUBLE SEAL) WITH CAST BRONZE BODY, QUARTER FOR D C A R b- -U- I 2 TURN, AND CHROME PLATED BRASS BALL, PRESSURE GAUGES FOR OXYGEN, MEDICAL AIR AND VACUUM SERVICES COMPLETE ASSEMBLY FOR RECESSED VALVE BOX. . 44UAL-U WALL SLIDE VACUUM: RO-WALSLIDE THE VALVE SHALL BE AMICO • Z-V5U-MO50112 WITH PRESSURE GAUGES. (SEE PLAN FOR LOCATIONS) OWALL OUTLET ONE (1) OXYGEN. (1) VACUUM OUTLET t (1) WALL SLIDE TWO ZONE VALVES AND BOX ASSEMBLIES W/PRESSURE GAUGES MEDICAL SERVICE OUTLETS SHALL BE CONCEALED WALL OUTLETS, COMPLETE ASSEMBLY ® SHUTOFF VALVE SHALL BE BALL -TYPE (DOUBLE SEAL) WITH CAST BRONZE BODY, QUARTER TYPE QUICK -CONNECT Cl- M ON COMPATIBLE FROM AMICO: TURN, AND CHROME PLATED BRASS BALL, PRESSURE GAUGES FOR OXYGEN AND VACUUM FOR OXYGEN: #0-CHWAL-U-OXY SERVICES COMPLETE ASSEMBLY FOR RECESSED VALVE BOX. FOR VACUUM: b-CHWAL-U-VAC THE VALVE SHALL BE AMICO • Z-VBU-MO501 WITH PRESSURE GAUGES. (SEE PLAN FOR WALL SLIDE 90-WALSLIDE LOCATIONS) NOTES: I. PROVIDE IDENTIFICATION SIGNS BY MEANS OF DURABLE TAGS, NAMEPLATES OR LABELS FOR ALL SERVICE 4. COORDINATE WITH ELECTRICAL CONTRACTOR LOCATIONS AND ELECTRICAL CHARACTERISTICS FOR ALL ITEMS ZONE VALVES t PIPING SYSTEM AND EQUIPMENT ACCORDING TO NFPA-99 ( 2005) STANDARDS. REQUIRING ELECTRICAL SERVICE. 2. THE NEW CEILING MOUNTED MEDICAL GAS OUTLETS SHALL BE DIES STYLE. OUTLETS SHALL BE 5. PROVIDE IDENTIFICATION LABELS FOR NEW ISOLATION VALVES IN CEILING SPACE. INSTALLED AS INDICATED ON PLANS. 6. BEACONMEDAES MEDICAL GAS, WESTERN, ALLIED HEALTHCARE PRODUCTS, INC., HILL -ROM A HILLENBRAND IND, 3. THE NEW WAL MOUNTED MEDICAL GAS OUTLETS SHALL BE CHEMTRON COMPATIBLE STYLE. TRI-TECH MEDICAL INC. EQUIPMENT TO BE AN EQUAL MANUFACTURER SUBJECT TO OWNERS APPROVAL. OUTLETS SHALL BE INSTALLED AS INDICATED ON DRAWINGS. REVISIONS BY AHCA corRrENTS 03.18. Il Vr IIENTnMTRACTOR REV. t PERMIT 03. I8.11 yx I U cJ o�w � ^ N c d o0 • o G ti o • ti 3 � o = Lo ti o� I. Cn N C 0 L Ir.vi�: R 0 oV Ch oa. ,f . ESS .� E ••• �� •N S o. % • 110 5 CL : W r'C rI�OF :W P E T•: N. 10 90.7,•�L oar•.: ���• W Cl) 0 o � C Z C O a: W Egg E t Cf) 2 U Cu Q m �_ 4 o a� ° a U Z J N It O •U, L)L M C :3 ►M 'J 0. V) x Q W U L) — 0 v 4' Q W N N M .E L. Q 00 CL '' �a 0 0 ►� a. a� N O Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet MG5 l . - . 1 . . 1 . ff - )_ l r ..1 '... 1 i4ti . .! '• � �.� =LOO 16ly.. !4 i iTM .. .._ - ..rCM1.._ �.� 1 +.�� � _ ,�:+ .. 1 .. . fvw•.A�-,�v .. •�.. �'�e�. � t, . ..... .. . - .�r„sl�. - � .h l• .. Yi.. . _ . d �+ ....'H. . a,:.' Y. :t. �! h17a'-• � . a �M .i!, .. ..w'.. � r 1 1-.'i�'` ..� I: .L. REMOTE PRESSURE SWITC WIRE TO MASTER ALARM PANEL IN ADMITTING PRESSURE GAUGE SERVICE LINEe TO SYSTEM (55 PSIG) �WALL I/2" (NO), (MA),(G02) PRV DISCHARGE C PIPE FULL SIZE TO EXTERIOR WALL. AUTOMATIC CHANGEOVER 4I I MANIFOLD ASSEMBLY ROOM—/ SEE SCHEDULE TANK AND MANIFOLDS F CO OPERATION INSTRUCTIONS E I I I I WIRE TO ALARM B PANEL \._„1--`='I-----------�--A—1 MEDICAL AIR (4 CYLINDERS) NITROUS OXIDE (2 CYLINDER) CARBON DIOXIDE (2 CYLINDER) —_ -o -o =g0 -0 0 ANCHOR L TO WALL-/ Dm C 4AN CYLINDERS TO WALL INDIVIDUALLY (TYPICAL). MAP A CODED NOTES: 0 WALL MOUNTED MEDICAL GAS ALARM PANEL (w FRONT DESK IN ADMITTING) (¢� WALL MOUNTED AUTOMATIC CHANGEOVER ASSEMBLY PACKAGE Q LINE SHUTOFF VALVE LOCKED N OPEN POSITION. ® MODULE CONNECTOR CABLE. QE CONDUCTOR CABLE. Q POWER SUPPLY (115 VAC 2 CONDUCTOR t GROUND). © PROVIDE STAINLESS STEEL INSECT SCREEN. NOTES: 1. INSTALL ALL OXYGEN SYSTEMS COMPONENTS AS PER NFPA-99 (2005) STANDARDS FOR LEVEL I PIPED SYSTEMS. 2. SEE PLAN FOR MEDICAL GAS PIPING LAYOUT t COMPONENTS LOCATIONS. i MEDICAL GAS MANIFOLD DETAIL SCALE: N.T.S. STEEL GAS PIPING !j` A.T.R. TO STRUCTURE LOCKING NUT CHANNEL TO SUPPORT SERVICES NON -RATED \DOUBLE SUPPORT CEILING NUT WITH WASHER •1. 4 ��.ti ''.. •, tM et •V . .. . _ • . . DRYWALL CLG. EST ASSEMBLrONCRETE SEE DET SWIVEL NOTE& I. ALL HANGERS TO COMPLY WITH NFPA-13 (1999) EDITION. 2. DISTANCE BETWEEN HANGERS SHALL IBE AS PRE NSA-13 (TABLE 6-2.2a 3. PIPE SCHEDULE AS PER SPECIFICATION. n PHILLIPS ANCHOR RATED DRYWALL CLG. PER TEST ASSEMBLY ALL THREAD ROD A Q _ MEDICAL AIR (4 CYLINDERS) NITROUS OXIDE (2 CYLINDER) CARBON DIOXIDE (2 CYLINDER) ANCHOR L TO WALL -CHAIN CYLINDERS TO WALL INDIVIDUALLY (TYPICAL). r- CONCRETE PAD CODED MOTES: ® WALL MOUNTED MEDICAL GAS MASTER ALARM PANEL la FRONT DESK IN ADMITTMG) WALL MOUNTED AUTOMATIC CHANGEOVER ASSEMBLY PACKAGE Q MAIN LME VALVE BOX MODULE CONNECTOR CABLE. ® CONDUCTOR CABLE, ( 4COND. 22 AW'a) © POUJER SUPPLY (115 VAC 2 CONDUCTOR 1 GROIMD). ® PROVIDE STANCES* STEEL NSECT SCREEN. (a LINE SHUT-OFF VALVE LOCKED IN OPEN POSITION. IQ CONDUCTOR CABLE (6 COO, 22 AWG) NOTE& L INSTALL ALL OXYGEN SYSTEMS COMPONENTS AS PER NFPA-99 (2002) t NFPA-56 (2005) STANDARDS FOR LEVEL I PIPED SYSTEMS. 2. SEE PLAN FOR MEDICAL GAS PIPING LAYOUT t COMPONENTS LOCATION*. 1N EXTERIOR WALL 16 H ••— G FINAL LINE C CONTROLS O I RESERVE IN USE INTER WIATE G — — — — — — SWITCH/SENSOR RELIEF VALVE HIGH PRESSURE F I I RESERVE REGULATOR HIGH PRESSURE IT RESERVE LOUD TRANSDUCER RESERVE HEADER O RELIEF VALVE 1 PRESSURE RELIEF H E B VALVE (TYPa O OI�G 3/4 OXYGEN CYLNDER O RELIEF TREE OXYGEN MICRO + + + + + + + + + BULK TANK ANCHOR L TO WALL ANCHOR L TO WALL CHAIN CYLINDERS TO WALL - 7 WALL (TYPICAL). j �j (TYPICAL). OMEDICAL OXYGEN MICRO IBULK TANK 4 RESERVE CYLINDERS 4 MANIFOLD ASSEMMY DETAIL SCALE: N.T.S. 3/4" OR 1/2" THREADED ROD t;� T°ESDT RYWALAssEMB� --__�1 "r I� I \\NUT t COVER PLATE TO SUPPORT ed NON -RATED CEILING 74)ICEILM PENETRATION DETAIL SCALE: N.T 8. F-RATING • 11 2 t 3 HR T- RATING - '� ••'•, 1, 1 Ian PJ 35 SECTION 1-1 APPX EQUAL SECTION 2-2 3A lO FLOOR OR WALL ASSEMBLY - 4-1/2" - 6" THICK CONCRETE. Q STEEL PIPE - 6" DIA. (OR SMALLER) SCH. 40 (OR HEAYIE O3 MAX PIPE MIN. FORMING MIN. FILL F T DIAM. MATERIAL TWICKNESMATERIAL THICKNESS RATING (IN.) (IN.) (INJ (Hra (Hr.) 6 4 05 1 0 ' ANNULAR SPACE IS 3/4" 4 35 1 2 05 6 1.25 2315 3 0 A) 40 PCF MIN. DENSITY MINERAL WOOL INSULATION, FRICTION FITTED. B) MIN. FILL THICKNESS OF TREMSTOP WBM. ® ASSEMBLY SHALL BE RATED N ACCORDANCE WITH ASTM E814 (UL 1419) t ASTM MIS (UL 263) EMOTE PRESSURE SWITCH WIRE TO ALARM MASTER PANEL AT NURSE STATION 'RESSURE GAUGE ERVICE LINES TO SYSTEM (55 PSIG) OPERATION INSTRUCTIONS o- o- — 00 O THROUGH PENETRAN ' T - ONE METALLIC PIPE OR CONDUIT TO Ol OR 2 HOUR FIRE RA � MINERAL '"`"`CJ GYPS3 r ��'d`� @ BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY PACKING WITHIN THE FIRESTOP SYSTEM. THE A 4ULAR SPACE BETWEEN PLATE 2DIETAL PI PIPES OR CONDUITS AND PERIPHERY OF OPENING SHALL BE MIN. 3M FIRE BARRI IE CP IRE CAULK' 1/4 IN. TO MAX. 2 IN. PIPE OR CONDUIT TO BE RIGIDLY A LY THE ON 50TH SIDES OF: WALL PIPES :D HOLE FOLLOWING TYPES AND SIZE OF METALLICD OR WALL CONDUITS MAY .BE USED: A STEEL PIPE - NOM 10 IN. DIAM (OR SMALLER) SCHEDULE 10 — — (OR HEAVIER) STEEL PIPE. _ OB IRON PIPE - NOM 10 IN. DIAM (OR SMALLER) CAST OR INSULATION = DUCTILE IRON: PIPE. CO CONDUIT - NOM 4 IN. DIAM (OR SMALLER) ELECTRICAL q 3A TEFL SLEE CONDUIT OR NOM I K DIAM (OR SMALLER) FLEXIBLE STEEL TUBING. 1B WALLBOARD G @D COPPER PIPE - NOM 4 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. @COPPER TUBE -NOM 4 IN. DIAM (OR SMALLER) TYPE L (OR SECTION A -A HEAVIER) COPPER TUBE. CONSULT CURRENT UNDERWRITERS LABORATORIES, INC. "FIRE RESISTANCE DIRECTORY"' FOR DETAILS. UL SYSTEM W11-1019 3 FIRESTOP SYSTEM -THE FIREStOP SYSTEM SHALL CONSIST OF THE FOLLOWING: F RATINGS-1 AND 2 HR (SEE KEY NOTES ITEM 15) OA METALLIC SLEEVE -CYLINDRICAL SLEEVE FABRICATED FROM t RATING - 0 HR L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT 00165 IN. THICK (28 GAUGE) GALV SHEET STEEL AND HAVING A MIN 2 IN. LAP ALONG THE LONGITUDINAL SEAM. LENGTH OF L RATING AT 400 F - LESS THAN 1 0"/80 FT STEEL SLEEVE t0 BE 1 IN. GREATER THAN THE THICKNESS OF WALL. SLEEVE INSTALLED BY COILING THE SHEET STEEL TO KEY NOTES A DIAM SMALLER THAN THE THROUGH OPENING, NSERTNG 0 WALL ASSEMBLY - THE I OR 2 HR FIRE -RATED GYPSUM THE COIL THROUGH THE OPENINGS AND RELEASING THE COIL WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED t0 LET IT UNCOIL AGAINST THE CIRCULAR CUTOUTS IN THE OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE GYPS1 1 WALLBOARD LAYERS. THE ENDS OF THE STEEL INDIVIDUAL U300 OR U4" SERIES WALL OR PARTITION DESIGN SLEEVE SHALE. EXTEND MIN.1/2 IN. BEYOND EACH SURFACE IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE OF THE WALL. THE FOLLOWING CONSTRUCTION FEATURES: @PACKING MATERIAL - IN 2 HR FIRE RATED ASSEMBLIES, MIN. 6-1/8 IN. THICKNESS OF 4 PCF MINERAL WOOL FIRMLY O STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD PACKED INTO OPENING AS A PERMANENT FORM. IN 1 HR FIRE STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST RATED ASSEMBLIES MIN. 4-1/8 IN. THICKNESS OF 4 PCF OF NOM 2 BY 4 K LJ' IBER SPACED 16 IN. OC WITH NOM 2 BY MINERAL WOOL FIRMLY PACKED INTO OPENING AS A 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TO BE MIN. 3-5/8 IN. WIDE AND SPACED MAX. 24 IN. OC. BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE OB WALLBOARD, GYPSUM• - 5/8 IN. THICK, 4 FT WIDE WITH OC FILL, VOID OR CAVITY MATERIAL- - SEALANT - MIN. In IN. SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS OF FILL MATERIAL WITHIN ANNULUS, FLUSH WITH THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ENDS OF STEEL SLEEVE. A MIN.1/4 IN. BEAD OF FILL ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL MATERIAL SHALL BE APPLIED AT THE STEEL SLEEVE/GYPSUM U300 OR U400 SERIES DESIGN IN THE UL FIDE RESISTANCE WALLBOARD INTERFACE ON BOTH SURFACES OF WALL. DIRECTORY. MAX DIAM OF OPENING 18 13 K THE HOURLY SPECIFIED TECHNOLOGIES INC. - SPECSEAL F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE 100, 101 OR 105 SEALANT HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. - BEARING THE UL CLASSIFICATION MARKING UL SYSTEM 263 - METAL PIPE ULSYSTEM WL 1003 - METAL PIPE s MEDICAL GAS PIPING SUPPORT DETAIL s 1 AND 2 wR RATED CONCRETE WALL OR SLR PIPE PENETRATION DET,41L 01 1 AND 2 WR RATED G5 WALL PIPE PENETRATION DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 0 MED IC14L GAS DETAILS SCALE: N.T.S. IMMENSENESS REVISIONS BY oR wee ♦ PER IT 03.1& 11 VTK i u' ' z 00 U "D .� ► M O � o �LZ o �: •8 o cati Cq .q ¢a)Cd L A 3 L; 7x, �r ch N 0 L ►�. ci. I c. I' � � N z A0. ` ,••% N •. i •' S P•.`GE • ••• :• :i` �. No 51S71 Lu W C, o C Z c LL U c 0p W tD H E 4E L) w In U N CuCr Q-cc C m� WU >W d r 2 Q V z J N •O U W Lo C � M v v' CL x Q N ° W U U L_J l_ a Ld ° 'a ._ O IM -C y 0 Q ; .0 0 M L _ CL a. a� N O J Lk - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet MG6 NINE MEDICAL GAS 1401ES I. THE MEDICAL GAS SYSTEM DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING RECORD DRAWINGS WHICH MAY NOT REFLECT ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND AND NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY OF INCONSISTENCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. 2. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT / ENGINEER IMMEDIATELY IF ANY OF THE WORK INDICATED IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. 3. THIS CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE MEDICAL GAS SYSTEMSt INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT AND CONNECTIONS TO EXISTING SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR TESTING, AND FOR SATISFACTORY OPERATION OF THE SYSTEMS. 4. THIS CONTRACTOR SHALL PROVIDE ROUTING AND OFFSETS NECESSARY TO AVOID CONFLICT WITH STRUCTURE, FINISHES, AND WORK OF OTHER TRADES. 5. WALL AND PARTITION CONSTRUCTION AND THICKNESS FOR MEDICAL GAS OUTLETS, VALVES 4 PIPING AS INDICATED SHALL BE AS PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS AND APPROVED SHOP DRAWINGS. 6. THE MEDICAL GAS PIPING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-SS (2006) t NFPA-55 (2005) STANDARDS, APPLICABLE CODES, REGULATIONS AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 1. ALL MEDICAL GAS WALL OUTLETS SHALL BE CHEMTRON COMPATABLE CONNECTION STYLE UNLESS OTHERWISE NOTED.. CONTRACTOR TO FIELD VERIFY COMPATAIBILITY OF ALL MED GAS OUTLET REQUIREMENTS PRIOR TO CONSTRUCTION. S. THE NEW MASTER AND AREA ALARM PANELS SHALL BE TESTED BEFORE FINAL AHCA INSPECTION. PROVIDE ALL LABOR AND MATERIAL FOR PROPER OPERATION OF THE ALARM SYSTEM. S. AFTER COMPLETION OF THE SYSTEM INSTALLATION, THE SYSTEM SHALL BE PURGED AND TESTED AS OUTLINED IN NFPA-99 0WS) PLUMBING CONTRACTOR SHALL PROVIDE THE OWNER W/TEST REPORT AND MEDICAL GAS SYSTEM CERTIFICATION DOCUMENT PRIOR TO USE OF THE SYSTEM. 10. SEE PLAN FOR MEDICAL GAS PIPE SIZING. 11. MEDICAL GAS PIPING SHALL BE SEAMLESS COPPER TUBING, TYPE "K" OR "L", HARD TEMPER ASTM 8-SIS FOR ASSEMBLY WITH SOLDERED FITTING AND SHALL BEAR OF THE FOLLOWING MARKINGS: OXY, MED, OXYA'1E0, ACR/OXY OR ACR/MED. PIPING DELIVERED ON SITE FOR MEDICAL GAS INSTALLATION SHALL BE CLEANED AND CAPPED ON BOTH ENDS. FITTING AND JOINTS SHALL BE WROUGHT COPPER DESIGNED FOR BRAZING. FOR PIPING ASSEMBLY AN APPROVED SILVER BRAZING ALLOY (BAG SERIES) HAVING OVER 1000 F DEGREES MELTING POINT TEMPERATURE SHALL BE USED. AIRCOSIL FLUX OR EQUAL SHALL BE EMPLOYED. BORAX AND ALCOHOL MIXTURES OR RESINS AND SIMILAR PASTE FLUXESSHALL NOT BE USED 12. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT / ENGINEERS APPROVAL FOR ALL EQUIPMENT AND MATERIAL SHOWN OR SPECIFIED ON THE DRAWINGS. 13. PROVIDE APPROVED MEDICAL GAS IDENTIFICATION MARKS FOR ALL MEDICAL GAS PIPING. MAXIMUM DISTANCE BETWEEN MARKS SHALL BE MAX. 15'-0" 14. THE ENTIRE INSTALLATION AND WORKMANSHIP SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE (U YEAR OF FINAL ACCEPTANCE AND CERTIFICATIONS. 15. PROVIDE MEDICAL GAS SYSTEM CERTIFICATION REPORT BEFORE AHCA FINAL INSPECTION. CERTIFICATION TO BE PROVIDED BY INDEPENDENT THIRD PARTY AGENCY SUCH AS MCMC OR EQUAL. 16. ALL LOW VOLTAGE ALARM WIRING TO BE PULLED t INSTALLED BY MEDICAL GAS EQUIPMENT SUPPLIER AND TO INCLUDE FINAL TERMINATIONS. L01 MEDGAS EQUIPMENT DETAILS 4 NOTES POWER SUPPL WIRING IN CONDUITS TO REMOTE SENSORS. POWER SUPPL (WD OPERATINr-:; ROOMS 143, 144 4 145 AREA 1 OXYGEN ALARM SYSTEM xx pet 0— Wm CC®)� O O wa O ru1 O El Elo~ LOW O POWER SUPPL' POWER SUPPL' IATOR MODULE AREA ALARM SYSTEM MED AIR xx per 0— "e" 0 0 WWAL O o~LOW xX M Hg O— mm 0 0 8 O- Low Rim OXIDE XX per 0-• mm 0 0 MWAL. 8 O—Ww AREA ALARM MODULE (FOR EACH MEDICAL GAS t VACUUM) LABEL EACH ZONE AND GAS SERVICE AS REQUIRED RECOVERY ROOM 123 OXYGEN XX pei O—w 0 0 w w.4. 8 O-- Lew MED YAW XX IN Hg O— w O O WMAL 8 O-- WW MED AIR xx pet O- 0 0 , 8 O— LOW CARBON DIOXIDE xx per O� ►wa+ 0 0 MWAL 8 O—uv WIRING IN CONDUITS TO REMOTE SENSORS. ANNUNCIATOR MODULE AREA ALARM MODULE (FOR EACH MEDICAL GAS 4 VACUUM) LABEL EACH ZONE AND GAS SERVICE AS REQUIRED MASTER O oa wNurNwrw ALARM SYSTEM W-59 Nn O OO�INNIyN� TOR MODULE O �aNrviwi+ O raw O 0 ��u< 0 �NwNr O 0 0 roan O m N O O O INt N�NNNI 0 IgtNNYN O 0 ro.w WIRING IN CONDUITS TO REMOTE SENSORS t SWITCHES MASTER ALARM MODULE (FOR EACH MEDICAL GAS t VACUUM) LABEL EACH LOCAL ALARM AND GAS SERVICE AS REQUIRED (DIAMA t MASTER ALARM PANELS ELEVATION SCALE: N.T.S. (9� EXPANDED RECOVERY ROOM 189 POWER SUPPL AREA ALARM SYSTEM OXYGEN XX pel O-- mm 0 0 ► W4L 8 O— L" IATOR MODULE MW VAGIJ'1 XX IN H9 O— mm O O WWI` 8 O— uW RED AIR xx per. 0 _ mm 0 0 wW.4L 8 O— ► W WIRING IN CONDUITS TO REMOTE SENSORS. AREA ALARM MODULE (FOR EACH MEDICAL GAS t VACUUM) LABEL EACH ZONE AND GAS SERVICE AS REQUIRED WIRING IN CONDUITS TO REMOTE SENSORS. (0 PROCEDURE ROOM 175 AREA ALARM SYSTEM OXYGEN XX per O-• mm 0 8� ""` 8 O— ►AN ,TOR MODULE MED VA= XX IN Hg O— W+ 0 0 WMA` 8 O-• Law AREA ALARM MODULE.(FOR EACH MEDICAL GAS t VACUUM) LABEL EACH ZONE AND GAS SERVICE AS REQUIRED NOTES: 1. EXACT LOCATIONS OF AREA, MASTER ALARM PANELS SHALL BE COORDINATED WITH OWNER t ARCHITECT BEFORE PANELS ROUGH -IN. 2. AREA ALARM AND INPUT DEVICES LOCATIONS FOR PRESSURE GASES AND VACUUM SHALL BE IN ACCORDANCE WITH NFPA-SS (2005). 3. MASTER ALARM SIGNALS, IMPUT DEVICES REQUIREMENTS AND INPUT DEVICE LOCATION SHALL BE ACCORDING TO NFPA-SS (2005). 4. DO NOT INSTALL ANY SHUT-OFF VALVES IN CEILING SPACE BETWEEN SOURCE VALVES t OPUS, RECOVERY t PROCEDURE ROOMS, OR AN ADDITIONAL ALARM PANEL MAY BE REQUIRED. REVISIONS BY RWV. 4 PERMIT 03.18.11 VTK Imo L o E ogw �z R N 0. 00 0 o � ¢ E Q�co U. CN ~~ o S In E�ro 64 O .0 F� 0. I 04m0ai co. a A� %% $. NSF•'s • •• 51871 sic • ,•' N p ••. STAOF •Lu .. •.•• N P, w co O yEy g Z LLS C C O C o C Ji CD h C W L) s ) a f0 N � ¢ m� w( W L ) a o O a 3� U U Z N 0 It •�, U M � � M v CL x Q to ° -v W C.) N •L N L a W v m L y M L Q a co 0 M d 0 CL N4 O J u— Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet MG7 `f . �NT."T`-a . „ I u , . U , -W.-LIL I _-- -1-_1— 12 - --.. ._ _. :: i J , I 1 .- I -- - i — 11 " L.1 1 I I 'L 11 e I .! I, . ,. q ,'li;' M PLUf" 11� Sf-'�CIFICAT'ION 1.01 GENERAL DOCUMENTS A THE REQUIREMENTS OF THE GENERAL CONDITIONS 4 SPECIFICATION BOOK SHALL APPLY TO ALL PLUMBING WORK INSTALLATION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 - PLUMBING WITH CURRENT ,AMENDMENTS. B. THE PLUME) WORK SHALL FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SERVICE NECESSARY FOR AND REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF ALL PLUMBING WORK SHOWN ON THE DRAWINGS AND AS SPECIFIED. ALL MATERIAL SHALL BE NEW. C. ALL MATERIALS AND EQUIPMENT SHALL BE THE STANDARD CATALOGED PRODUCT OF A REPUTABLE MANUFACTURER REGULARLY MANUFACTURING THE PARTICULAR ITEM, FREE FROM DEFECTS AND IN NEW CONDITION. 1.02 SUBMITTALS A MATERIALS OR PRODUCTS SPECIFIED HEREIN AND/OR INDICATED ON DRAWINGS BY TRADE NAME, MANUFACTURER'S NAME OR CATALOG NUMBERS SHALL BE INTERPRETED AS ESTABLISHING A STANDARD OF QUALITY AND DESIGN. EQUAL TO THAT SPECIFIED. SUBSTITUTIONS SHALL NOT BE ALLOWED UNLESS THEY ARE SUBMITTED FOR REVIEW AN AND APPROVED BY BID DATE. 1.03 WORK BY OTHERS A THE FOLLOWING SYSTEMS AND/OR EQUIPMENT ARE NOT A PART OF THIS SECTION, BUT SHALL BE PROPERLY CONNECTED WITH ALL PLUMBING SERVICES: ELECTRICAL POWER WIRING BY ELECTRICAL SUB -CONTRACTOR 1.04 SHOP DRAWINGS A FURNISH SIX (6) COPIES OF SHOP DRAWING OF EQUIPMENT AND FIXTURES FOR APPROVAL PRIOR TO PURCHASING. 105 RECORD DRAWINGS A AFTER COMPLETION OF ALL WORK, THE PLUMBING CONTRACTOR SHALL PROVIDE THE OWNER, ENGINEER, AND ARCHITECT WITH AS BUILT RECORD DRAWINGS AS OUTLINED IN SPECIFICATIONS. PART 2 - INSTALLATION 2.01 MATERIAL A SOIL, WASTE, VENT 4 ROOF DRAINAGE PIPING: ABOVE FLOOR AND BELOW SLAB SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. B. DOMESTIC WATER PIPING: INTERIOR COLD, AND HOT WATER 4 RETURN PIPING ABOVE SLAB: SHALL BE SCHEDULE 40 CPVC WITH SOLVENT WELD JOINTS. PIPING BELOW SLAB UP TO FIVE FEET (5') BEYOND THE BUILDING WALLS OR TO THE PONT OF CONNECTION TO THE NEW SERVICES SHALL BE COPPER TUBING TYPE K PIPE FITTING SHALL BE WROUGHT COPPER NO JOINTS BELOW FLOOR C. STEAM SUPPLY 4 CONDENSATE PIPING: SHALL BE SCHEDULE 40 BLACK STEEL WITH SCREWED OR FLANGED FITTINGS. D. RO WATER SUPPLY PIPING: SHALL BE SCHEDULE 80 PVC WITH SOLVENT WELD JOINTS. E. COMPRESSED AIR (NON -MEDICAL) PIPING: SHAL BE TYPE "L" COPPER TUBING WITH LEAD FREE SOLDER FITTINGS. F. PIPE INSULATIONS: HOT WATER SUPPLY 4 RETURN PIPING SHALL BE INSULATED WITH I" THICK FIBERGLASS OR EQUAL, IN COMPLIANCE WITH APPLICABLE ENERGY CODES. ANY PIPING ABOVE SLAB RECEIVING COLD WATER DISCHARGE FORM A/C UNITS, ICE MACHINES ETC. SHALL BE INSULATED WITH 1" THICK FIBERGLASS (OR EQUAL)NSULATION WITH VAPOR JACKET. STEAM SUPPLY 4 CONDENSATE PIPING SHALL BE INSULATED WITH 2" THICK FIBERGLASS WITH VAPOR JACKET, OR EQUAL IN ACCORDANCE WITH APPLICABLE ENERGY CODES. 2.02 VALVES EQUAL TO NIBCO, CRANE, OR WALWORTH. ALL BRONZE 150 LB. BALL VALVES. 2.03 SPECIALTIES A PIPE PROTECTIVE COATING: FOR STEEL OR COPPER PIPE, PEIRMACEL OR SCOTHWRAP VINYL TAPE APPLIED OVER PIPE TO A TOTAL MINIMUM THICKNESS OF 20 MLS. APPLY TO ALL WATER PIPE N CONTACT WITH MASONRY OR CONCRETE. B. PIPE HANGERS: HANGERS FOR BARE COPPER PIPE THROUGH 4 INCH (4") DIAMETER OR SMALLER SHALL BE ADJUSTABLE RING TYPE, PLASTIC COATED EQUAL TO MICHIGAN 102a, FOR STEEL PIPE MICHIGAN 100. C. DRAINS AND CLEANOUTS: SEE SCHEDULE ON DRAWINGS. D. DIELECTRIC UNIONS: EBCO OR CAPITOL AT ALL POINTS OF CONNECTION BETWEEN DISSIMILAR PIPE METALS. E. WATER HAMMER ARRESTORS: At EACH FIXTURE, OR A GROUP PROVIDES "SA" AS SPECIFIED IN SPECIALTIES SCHEDULE AND ELSEWHERE AS REQUIRED, AND IN ALL CONNECTIONS TO EQUIPMENT WITH SOLENOID VALVE INSTALLED ON WATER SUPPLY LINE. WATER HAMMER ARRESTORS SHALL BE SIZED I ER MANUFACTURER'S RECOMMENDATIONS P I I UI N S FOR PREVENTION OF WATER HAMMER 1 F. ESCUTCHEONS AND SLEEVES. WHERE PIPES PIERCE EXPOSED PARTITIONS, FLOORS, WALL, OR CEILINGS, PROVIDE CHROME PLATED ESCUTCHEONS TO THE COVER THE RAW EDGE. G. SLEEVES SHALL BE PROVIDED A ALL PIPE PENETRATIONS OF MASONRY AND CONCRETE WALLS AND FLOORS. H. PROVIDE UL LISTED FIRE STOPPING PIPE PENETRATION ASSEMBLIES At ALL PIPING THROUGH RATED WALLS AND ASSEMBLIES. PART 3 - EXECUTION 3.01 INSTALLATION A INSTALL PIPE ABOVE GROUND PLUMB AND SQUARE WITH BUILDING LINES, ADEQUATELY SUPPORTED WITHOUT SAGS OR HIGH POINTS. CONCEAL PIPING IN OCCUPIED AREAS AND MAINTAIN HEAD ROOM AND ACCESS SPACE IN UNFINISHED AREAS. SLEEVE PIPING THROUGH ALL WALLS, SLABS, OR PARTITIONS WITH ESCUTCHEONS AT ALL FINISHED SURFACE. PROVIDE UNIONS AT ALL FINAL CONNECTIONS AND STOPS ON ALL SUPPLIES. ALL PIPE OPENINGS SHALL BE PLUGGED DURING INSTALLATION. B. SANITARY DRAINAGE PIPING 4" 4 LARGER SHALL BE INSTALLED WITH A MINIMUM 1/8" PER FOOT SLOPE UNLESS NOTED OTHERWISE. ALL DRAINAGE PIPING 3" AND SMALLER SHALL BE INSTALLED WITH A MINIMUM OF 1/4" PITCH PER FOOT. C. ALL FIXTURES AND TRIM FOR HANDICAPPED SHALL BE INSTALLED IN COMPLIANCE WITH ADA CODE. D. INSTALL ALL PIPING TO ALLOW FOR EXPANSION. E. SEE RISER DIAGRAMS FOR ALL DRAINAGE 4 VENT PIPE SIZING FOR THE PLUMBING SYSTEMS. REFER TO PLUMBING FLOOR PLAN (WATER SYSTEM) 4 SCHEDULES FOR ALL WATER PIPING SYSTEM SIZING. F. ALL EXPOSED TO VIEW PIPING AND FITTINGS SHALL BE POLISHED CHROME FINISH. G ALL WORK ASSOCIATED WITH HANDICAPPED TOILETS SHALL COMPLY WITH ADA REQUIREMENTS AND FLORIDA BUILDING CODE - CHAPTER II FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. H. FINAL CONNECTIONS TO DRAINAGE AND WATER SERVICE LINES TO EXISTING OR NEW AT 5-0"FROM THE BUILDING WALLS SHALL BE BY THE PLUMBING CONTRACTOR 302 DISINFECTING OF POTABLE WATER SYSTEM A THE SYSTEM SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF AVAILABLE CHLORINE AND ALL ALLOWED TO STAND 24 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. DISINFECTION PROCEDURE AND RESULT SHALL BE SUBJECT TO THE APPROVAL OF THE LOCAL PLUMBING INSPECTOR 3.03 TEST A ALL PLUMBING SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE PLUMBING. ALL TESTS SHALL BE APPROVED BY THE LOCAL PLUMBING INSPECTOR AND SHALL BE OBSERVED BY A REPRESENTATIVE OF THE ARCHITECT. 304 SYSTEM IDENTIFICATION A THE PLUMBING CONTRACTOR SHALL PROVIDE IDENTIFICATION TAGS FOR ALL NEW PIPING AND VALVES IN THE BUILDING AS PER OWNER ACCEPTED STANDARDS, THE PIPE MARKS SHALL INCLUDE PIPING SYSTEM IDENTIFICATION AND DIRECTIONS OF FLOW. EVERY 10 FEET AND CHANGED OF DIRECTION. 3.05 SPECIFICATIONS AND DRAWINGS A PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE SANITARY, STORM, AND DOMESTIC WATER PIPING SYSTEMS. INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT, CONTROLS, AND CONNECTIONS TO NEW SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATIONS OF THE SYSTEMS, WHETHER SPECIFICALLY SHOWN OR NOT ON THE DRAWINGS. B. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE INTENDED TO DEPICT THE GENERAL INTENT OF THE WORK IN SCOPE, LAYOUT, AND QUALITY OF WORKMANSHIP. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE PART OF THIS WORK C. WHERE DRAWINGS AND SPECIFICATIONS CONFLICT, IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO BRING SUCH CONFLICT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. D. REFER TO ARCHITECTURAL DRAWINGS AND VERIFY FIELD CONDITION FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. E. CONTRACTOR SHALL KEEP A RECORD OF THE LOCATIONS OF ALL CONCEALED WORK AND UPON COMPLETION OF THE JOB, SHALL SUPPLY AS -BUILT DRAWINGS SHOWING IN COLORED PENCIL ON BLACK LINE PRINTS ANY DEVIATION FORM THE ORIGINAL DRAWINGS. THESE DRAWINGS SHALL INDICATE DIMENSION OF BURIED UTILITY LINES FROM BUILDING WALLS. F. ALL DOCUMENTS, TEST REPORTS, 4 AS -BUILT DRAWINGS SHALL BE ATTACHED TO THE CLOSING DOCUMENTS OF THE PROJECT. 39* WARRANTY A THE PLUMBING CONTRACTOR SHALL WARRANT HIS WORK TO BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FORM FINAL ACCEPTANCE OF ALL WORW, 3.01 COORDINATION A GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWING COORDINATING ALL TRADES AND EXISTING OBSTACLES PRIOR TO STARTING CONSTRICTION. B. VERIFY LOCATIONS, SIZES, AND INVERT ELEVATIONS OF SANITARY DRAIN, AND DOMESTIC WATER PIPING CONNECTIONS WITH FIELD CONDITIONS AND CIVIL ENGINEERING DRAWINGS PRIOR TO PROCEEDING WITH THE INSTALLATION OF ANY NEW WORK SHALL ANY DISCREPANCIES BE DISCOVERED CONTRACTORS SHOULD OBTAIN DIRECTION FROM THE ENGINEER BEFORE PROCEEDING. C. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL AND PARTITION CONSTRUCTION AND THICKNESS WHERE PLUMBING: PIPING, FIXTURES CARRIERS OR EQUIPMENT IS INDICATED. BEFORE STARTING CONSTRUCTION. IDENTIFY ANY CONFLICT PRIOR TO STARTING CONSTRUCTION. D. COORDINATE EXACT LOCATION, ELEVATIONS, AND SIZES OF ALL SLEEVES IN NEW STRUCTURE WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. 3.08 PERMITS A PLUMBING CONTRACTOR SHALL OBTAN ALL NECESSARY PERMITS AT HIS EXPENSE. B. THE PLUMBING CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND SHALL COORDINATE WITH CIVIL ENGINEER LOCATIONS AND ELEVATIONS OF PLUMBING SERVICE LINES BEFORE PROCEEDING WITH CONSTRUCTION. THE WATER AND SEWER SERVICE LINES SHOWN ON THE DRAWINGS ARE FOR REFERENCE AND BUILDING PERMIT ONLY. REFER TO CIVIL ENGINEERS DRAWING AND VERIFY FIELD CONDITIONS FOR DRAINAGE AND WATER SERVICE LINES LAYOUT AND DETAILS. C. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IF ANY OF THE WORK INDICATED IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. D. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE SANITARY AND DOMESTIC WATER PIPING SYSTEMS: INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT, CONTROLS, AND CONNECTIONS TO EXISTING SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATION OF THE SYSTEMS. E. PLUMBING CONTRACTOR SHALL PROVIDE ROUTING AND OFFSETS NECESSARY TO AVOID CONFLICT WITH STRUCTURE, FINISHES, AND WORK OF OTHER TRADES. F. WALL AND PARTITION CONSTRUCTION AND THICKNESS FOR PLUMBING PIPING OR EQUIPMENT IS INDICATED SHALL BE AS PER EQUIPMENT MANUFACTURERS SHOP DRAWINGS AND ANY CONFLICT SHALL BE IDENTIFIED PRIOR TO STARING CONSTRUCTION. G. COORDINATE EXACT LOCATION, SIZE, AND ELEVATIONS OF PIPE SLEEVES IN EXISTING STRUCTURE WITH STRUCTURAL ENGINEER H. THE LOCATION AND ELEVATION OF PLUMBING PIPING AT CEILING, WALLS, AND BELOW SLAB FOR OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT IS SHOWN AS PER EQUIPMENT DATA SHEETS. THE CONTRACTOR SHALL PROVIDE PLUMBING ROUGH -INS AS PER OWNERS PROVIDED FINAL. 10LN G1ALT1ES SONNIEOLLE MARK DESCRIPTION/LOCATION MANUF. CAT. NUMBER GENERAL NOTES IIK� WALL CLEANOUT ZURN ZN-1446 ROUND ACCESS COVER Sg�Q GRADE CLEANOUT ZURN Z-1414-ZB HEAVY DUTY, PURR COATED, SCORIATED COVER OA W. HAMMER ARRESTOR ZURN Z-noo SHOKTROL SIZE FOR 3/4" 4 1" PIPE. ME VACUUM RELIEF VALVE WATTS MODEL No.. N36411 ALL BRASS BODY. ]� FLOOR DRAIN ZURN Z-45-ZN-P 9" 4 TYPE "B" STRAINER MEMBR CLAMP. 1 FLOOR DRAIN WAMEL ZURN Z-415-ZN-E 8-3/8" DIAMETER WITH 3" x 3-3/44 FUNNEL, POLISHED NICKEL BRONZE. Q2 OVERFLOW ROOF DRAIN ZURN -W2 Z-100-NH-C-GO] 154, G.I.OURA COATED, INDERDECK CLAMP, Cs.CJ. DOME STRAINER UU/2" INTERNEL DAM. BQ ROOF DRAIN ZURN Z-100-NH-C-GO 154, C.I. DURA COATED, UNDERDECIK CLAMP, W.I. DOE STRAINER. Ha HOSE BIBS WOODFORD 24P-3/4 POLISHED CHROME FINISH WNACUUM BREAKER Q FLOOR CLEANOUT ZURN Z-1400-HO 6 1/8" 80. TOP, POL. CHROME FINISH, MEMBR CLAMP �j UNDERGROUND VALVE BOX A.EP. 1015-I32G RECTANGULAR VALVE BOX WITH SOLID COVER FOR WATER SHUTOFF VALVES. FLOOR SINK ZURN Z-1900 A.R.E. 12"XI2"x6" RECEPTOR, BOTTOM DOME STRAINER WHITE FINISH, AL BUCKET (GRATE - SEE PLANS). PRESSUREABRE1�R� WATTS MODEL 0060T INSTALL AN MINIMUM OF 6' ABOVE EQUIPMENT TOP (PREFERABLE ABOVE CEILING) y� VACUUM BREAKER WAITS SERIES 288A POLISHED CHROME FINISH IN EXPOSED LOCATIONS. NOTES: 1) FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMER CONNECTION WHERE REQUIRED. 2) APPROVED EQUAL MAMUFACTIURER JOSAM, ACCON 4 SMITH SEE PLUMBING SHEET'1'O2 FOR ADDITIONAL FIXTURE/EQUIPMENT SCHEDULES ft"M Flxlum D" SOIMARK VENT NOT AC7IJRER/ DESCRIPTION FIXTURE WASV WAFTER WATER ' EWC-IN ELECTRIC WATER Z' Z" lam - ELKAY -ELKAY, BARRIER -FREE COOLER WALL MOUNTED 111110 LEVEL WHEELCHAIR COOLER FOR WC 4MtLBC ACCESS, ONE PIECE STAINLESS STEEL 15AON EACH COOLER WITH INTEGRAL DRAN GRID, 4 BUBBLER, HEAVY-DUTY STEEL FRAME, LED -FREE WATTS 43-YR -N LINE WATER FILTER ZURN sZ-1225-15L -WATER COOLER SUPPORT SYSTEM WIT14 TOP AND BOTTOM PLATES. COMPLETE WITH DURA-COATED RECTANGLER STEEL UPMC-04TO WITH WELDED FEET, ADJUSTABLE SUPPORT, PLATES, AND MOUNTING FASTENERS. L :L LAVATORY WALL ?" 2" lam 1,2" AMMCAN STANDARD -20-VI" X 18-1/4" VITREOUS CHNA, WALL MOUNTED, W/CONCEAL.ED ARMS MOUNTED SENSOR TYPE $355.012 SUUPPOIRTED FROM FLOOR (WITHSTANDING 25& OF LOAD APPLIED ON THE (LESS NOTE 04) FRONT OF THE FIXTURE), UIPAUGET HOLES ON 4" CENTERS 4 FRONT OVERFL.OUL C441C-AGO -ELECTRONIC LAVATORY FAUCET, DECK MOUNTED, 4" CENTERS, 5-3/8' C-C SPOUT, L-I. LAVATORY WALL 0116106AISJ 02% GPM VANDAL RESISTANT SPRAY OUTLET, 12 VOLT AC TRANSFORMER MOUNTED FOR WC -PROVIDE OPTIONAL. THERMOSTATIC MIXING VALVE, 4 PLUG-N TRANSFORMER - SENSOR TYPE SINGLE USE FOR ELECTRONIC LAVATORY FAUCET ABOVE. (NOTE 04) DRAIN 4 SUPPLIES: -(SEE NOTES 41, 2 , 3 4 4) ZURN "Z-1231 -LAVATORY SUPPORT SYSTEM UT14 CONCEALED ARMS. COMPLETE WITH DURA-COATED RECTANGLER STEEL UPRIGHTS WITH WELDED FEET, ADJUSTABLE SUPPORRT PLATE, AND MOUNTING FASTENERS. L-2H1 LAVATORY LNDERCOUNTER 2" 2" I/2" 1/2" AMERIC:AN STANDARD -19-1/4" X 15-3/4" ROUND VITREOUS CHINA, UNDERCOUNTER MOUNTED, 4" FAUCET MOUNTED SING SENSOR TYPE f94l CENTERS, REAR OVERFLOW, UNGLAZED RIM, SELF -RIMMING, FRONT OVERFLOW. CHICAGO -ELECTRONIC LAVATORY FAUCET, DECK MOUNTED, 4" CENTERS, 5-3/8" C-C SPOUT, 0116106ABJ Ob GPM VANDAL RESISTANT SPRAY OUTLET, 12 VOLT AC TRANSFORMER -PROVIDE OPTIONAL THERMOSTATIC MIXING VALVE, 4 PLUG-N TRANSFORMER - SINGLE USE FOR ELECTRONIC LAVATORY FAUCET ABOVE. DRAIN 4 SUPPLIES: -(SEE NOTES 41, 2, 3 4 4) 131 SINGLE BOWL SING 2' 2" 1/2" 1/2" ELKAY • LR-1316 -13" x 16" SINK• COUNTERTOP, SINGLE COMPARTMENT, SELF SENSOR TYPE RIM, 302 STAINLESS STEEL W/DROP LEDGE. SINGLE HOLE PUNCH CHICAGO -ELECTRONIC GOOSENECK FAUCET, DECK MOUNTED, SINGLE HOLE, POLISHED 0116A28ABJ CHNEOME FINISH, 5-1/4' C-C MID/BWNG GOOSENECK SPOUT, L5 GPM LAMINAR FLOW CONTROL. DEVICE AT SPOUT INLET, 12 VOLT AC T'RANSFORIMER -PROVIDE OPTIONAL PLUG-N TRANSFORMER- SINGLE USE FOR ELECTRONIC GOOSENECK FAUCET ABOVE ELKAY -POLISHED CHROME PLATED STAMPED BRASS GRID DRAIN, 1-1/2' TAILPIECE, 1ILK-18 "P' TRAP, STOP VALVES AND SUPPLIES (SEE NOTES 41, 2 4 3) L-1 SINGLE BOWL SINK 2" 2" In" In" ELKAY -25" x 21-1/4" SINK, COUNTERTOP, SINGLE COMPARTMENT 302 SENSOR TYPE OLR2219 STAINLESS STEEL WITH DROP LEDGE SINGLE HOLE PUNCH 041CAGO -ELECTRONIC GOOSENECK FAUCET, DECK MOUNTED, SINGLE HOLE, POLISHED 0116A28ABJ CHROME FINISH, 5-1/4' C-C RIGID/SWING GOOSENECK SPOUT, IS GPM LAMINAR FLOW CONTROL DEVICE AT SPOUT INLET,12 VOLT AC TRANSFORMER -PROVIDE OPTIONAL PLUG-N TRANSFORMER- SINGLE USE FOR ELECTRONIC GOOSENECK FAUCET ABOVE. ELKAY -POLISHED CHROME PLATED STAMPED BRASS GRID DRAN,1-I/2" TAILPIECE, OLK-18 "P" TRAP, STOP VALVES AND SUPPLIES (SEE NOTES 01, 2 4 3) $ SINGLE OOWL SINK 2" 2" V2" I/2" ELKAY -22' x 19-1/2' SINK COUNTERTOP, SNGLE COMPARTMENT 302 'LM215 STAINLESS STEEL WITH DROP LEDGE, THREE HOLE PUNC14,1-5/8" BOWL DEPTH CHIC:ACiO -CONCEALED KITCHEN SINK FAUCET, 8' C-C RIGID/BWNG GOOSENECK SPOUT, 22 GPM vTS6-C*4 AE3CP RESSURE COMPENSATING SOFTFLO AERATOR 4' METAL WRISTBLADE HANDLES, a L4TURN OPERATING CARTRIDGES. ELKAY -POLISHED CHROME PLATED STAMPED BRASS GRID DRAIN 1-1/2" TAILPIECE, I" 'P' TRAP, STOP VALVES AND SUPPLIES (SEE NOTES "I, 2 4 3) DOUBLE BOWL SINK 2" 2" lam lam PEGABUS -31-In" x 20-3/5" DOUBLE BODUL SINK SSTTAINNLESS STELL UNDEMOWTED 312 1 UNDERMOUNTED, STAN FINISH,16 T46 BRASS -PRE-RINSE WIT W/ DECK MOUNT FAUCET, LEVER HANDLES, 12' SWING $-0TT8 NOZZLE W/ B-PT STREAM REGULATOR OUTLET 4 8-0020-14 FLEX HOSE W/ 15-MV1 SPRAY VALVE IL,t� SINGLE BOW. SINK 2" 2" I/2" V2' ELKAY -22' x 19-1/2" SINK, COUNTERTOP, SINGLE COMPARTMENT 302 'DLR22191m STAINLESS STEEL WItH DROP LEDGE, SINGLE HOLE PUNCH,10-V8" BOWL DEPTH. TO BRA86 -SIDESPRAYER 4 HOSE. $13659-45 ELKAY -POLISHED CHROIME PLATED STAMPED BRASS GRID DRAN,142' TAILPIECE, 9" "P" TRAP, STOP VALVES AND BUPPLE6 (SEE NOTES 41, 2 4 3) I -A SINGLE BOW. SINK 2" 2" I/2" U2" ELKAY -22' x 19-1/2' SINK„ COUNTERTOP, SINGLE COMPARTMENT 302 4DLR2219 STAINLESS STEEL WITH DROP LEDGE, THREE HOLE PUNCH 10-VON BOWL DEPTH. C 41CAGO -CONCEALED KITCHEN SINK FAUCET, 8" C-C RIGID/SUUNG GOOSENECK SPOUT, 22 GF M fIS6-GNBAE3CP RESSURE COMPENSATING SOFTFLO AERATOR 4' METAL WRISTBLADE HANDLES, aUATURN OPERATING CARTRIDGES. ELKAY -POLISHED CHROME PLATED STAMPED BRASS GRID DRAI,1-VY TAILPIECE, r1.K18 "P" TRAP, STOP VALVES AND SUPPLIES (SEE NOTES M, 2 4 3) h'615-1 MOP SERVICE BASIN 3" 2' 1*" I/2" FIAT RSd-3m0 -PRE CAST TERRAZZO, FLOOR MOUNTED 32"X32'XI2" MOP SERVICE BASIN, STRANER N453-1515 WITH STAINLESS STEEL CAPS ON ALL CURBS MOP BRACKET= I889-CC C441C.,AGO 11540-LD891811AOIGP -SERVICE SINK FAUCET, 5-3/8' C-C RIGID CAST BRASS VACUUM BREAKER VINYL BUMPER SPOUT WITH 3/4" MALE HOSE 'THREAD OUTLET, 2-3/8' METAL LEVER GUARD IE-11-AA HANDLES, alATUR N OPERATING CARTRIDGES. y SHOWER FOR WC 2' Inv I* AGIIA BATH -PREFAB SHOWER, OPEN TOP, ACRYLIC ONE-PIECE MOLDED CONSTRUCTION, 36V X F* f1C41368415F-Ot-PUS 3/4" 36"0 X 18"14 INSIDE DIMENSION, BARRIER -FREE S40MR SYSTEM, 3/4" THRESHOLD, FOLD -UP SEAT,18" VERTICAL GRAB BAR AND 31-3/4' X 0-3/4' X 1-1/2' WRAP GRAD BAR -PROVIDE OPTIONAL HAND HELD SHOWER SET (INCLUDES 60' FLEX NOW, SWIVEL CONNECTOR, BRASS NIPPLE, LOCK NUT, WALL OUTLET, AND VACUUM DREAKER), 30" SLIDE BAR PRESSURE BALANCE VALVE, ASTM F462 NON -SLIP BOTTOM FOR ABOVE PREFAB SHOUTER N WATER CLOSET FLOOR 4' 2" I" - AMERICAN STANDARD -FLOOR MOUNTED FLUSHOMETER VALVE TOILET, VITREOUS CHINA, LOW MOUNTED FLUSH VALVE 3462" CONSUMPTION L6 GPF, EVERCLEAN SURFACE, 10" ROUGH-IK 16-lau RIM HEIGHT, FOR WC SENSOR TYPE ELONGATED BOWL, SIPHON JET ACTION FLUSH, FULLY GLAZED 2-1/8" TRAMIll W/BED PAN LUGS 4 WASHER TOP SPUD WITH SLOTTED RIM FOR BEDPAN HOLDING, WHITE. SLOAN ROYAL -E)Q'08ED, SENSOR WATER CLOSET FLUSHOMETER C *k2'9 PLATED, IN IPA. f111-1b ES-6 SCREWDRIVER BAK-CHEK, ADJUSTABLE TAIL PIECE. BEMIS 0180OTDG SEAT -ELONGATED BOWIl CLOSE FRONT SEAT W!/ COVER W--2 i WATER CLOSET FLOOR 4" 2" IN - AMERIC:AN STANDARD -FLOOR MOUNTED FLUSHOMETER VALVE TOILET, VITREOUS CHINA, LOW MINTED FLUSH VALVE 346L.16m CONSUMPTION lb GPF, EVERCLEAN SURFACE, 10" ROUGH-N,16-U2" RIM HEIGHT, FOR WC SENSOR TYPE ELO SIPHON JET ACTION FLUSH, FULLY GLAZED 2-1/8" TRAF`WAY, �DTEDN50WL, TOPSLOAN ROYAL -EXPOSED, SENSOR WATER CLOSET FLU8HOMETER CHRROME PLATED, In IPA. $III-L6 ES-6 SCREUVMVER OAK-C4EK, ADJUSTABLE TAIL PIECE OLSONITE S8 SEAT -WHITE OPEN FRONT SEAT LEW COVER III WATER CLOSET FLOOR 4' 2" 1" - AMERIC:AN STANDARD -FLOOR MOUNTED FLUSHOMETER VALVE TOILET, VITREOUS CHNA, LOW MOUNTED FLUSH VALVE 3451.16m CONSUMPTION Ib GPF, EVERCLEAN SURFACE, 101 ROUGH-N,15" RIM HEIGHT, SENSOR TYPE ELONGATEDOBLL, SIPHON JET ACTION FLUSH, FULLY GLAZED 2-1/8" 'TRAPWAY, TOP SMV, WHITE. SLOAN ROYAL -EWOSED, SENSOR WATER C:L.OSET.FLUSHOMETE , CHROME PLATED, IN IPB. 91146 ES-6 SCIREUWIRIVER BAK-04K ADJUSTABLE TAIL PIECE. OLSONITE BEAT -WHITE OPEN FRONT SEAT LEGS COVER W& jl:I, UIRNAL FOR WC 2" 2" In - AMERIC:AN STANDARD -URINAL, VITREOUS C14NA, LOW -CONSUMPTION LO GPF, FLUS14NG RIM, SENSOR TYPE %bol.010 ELONGATED 14" RIM FROM FINISH WALL, U45HW FLUSH ACTION, 3/4" INLET SPUD. SLOAN ROYAL -EXPOSED, SENSOR URINAL FLUSHOMETER CHROME PLATED, IN IPA. 11186-10 ES-6 SCREWDRIVER OAK-CHEK, ADJUSTABLE TAIL PIECE W-A SENSOR FAUCET FOR - - 1/2" I*N C441C.AGO -ELECTRONIC GOOSENECK FAUCET, DECK MOUNTED, 4" CENTERS, 5-3/8" C-C SPOUT, EXISTING SINK 9I6A428ABJ Ob GPM VANDAL RESISTANT SPRAY OUTLET, 12 VOLT AC TRANSFORMER 1 2 SENSOR FAUCET FOR - - 1/T" In' C41CAGO -ELECTRONIC LAVATORY FAUCET, DECK MOUNTED, 4" CENTERS, 5-3/8' C-C SPOUT, EXISTING LAVATORY 916106ABJ 0b GPM VANDAL RESISTANT SPRAY OUTLET, 12 VOLT AC TRANSFORMER. $EY1 SENSORPLUSHVALVE - - 1" - SLOAN FLOG CHROME PLATED, 10 IPB. -��R� FOR EROYAL BAK-WATER�K ADJUSTABLE HAIL PIE E. WATER CLOSET M&I EYE WASH WIT DECK Man 1412" I/2" - BRADLEY -DECK-MOUNTED EYEWASH UNIT,10-3/4" DIA. BOWL CORROSION RESISTANT MOUNTED 4819-230Dt STAINLESS STEEL, CHROME -PLATED BRASS SPRAYHEAD ASSEMBLY W/ SOFT FLOW EYEWASH HEADS AND PROTECTIVE SPRAYHEAD COVERS, C ROME-PLATED BRASS lam STAY -OPEN BALL VALVE, GALVANIZED STEEL PROTECTED tLV BRADTECT SAFETY YELLOW COATING. 1-1/4" DRAM FITTING FURNISHED. 11I125-1 UA61ER DRAN BOX 2" 2" - - WATER TITE -WASHERR DRAM 15OX IW 2" WASTE DRAIN CANINECTIOK POLYSTYRENE MATERIAL �1?2m@O 1r1:1 ICE MAKER VALVE BOX - - 3/8' - SPECIALTY -PLASTIC ICE MAKER VALVE BOX, 6-13/16" X 4-1/8' DIMEINSION. PRODUCT'S bB-e01 WATTS 45-YR -N LINE WATER FILTER BPW-1 BED PAN WASHER - - I/2" - T48 5RA86 -BED PAN WASHER W/ LOOSE KEY ANGLE STOP VACUUM BREAKER OUTLET, $-0618 SELF -CLOSING VALVE, WITH EXTENDED SPRAY OUTLET. 1C1.:2 ICE MAG4INE 3/W4" 2" 1/2" - PROVIDED BY -ICE MAC4M PROVIDED BY OWNER CONTRACTOR 10 ROUGH-N FOR 4 MAKE OWNER FINAL CONNECTIONS. PROVIDE 3/4" INDIRECT DRAIN WITH AIR GAP. L LAVATORY 4 WATER CLOSET SUPPLY SHALL 15E DRA86 W/ BRASS ANGLE STOPS FOR In' WATER SUPPLY LINES, W/ LOOSE KEY (WK:AP), AND WALL RANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH MANUFACTURER! E.BG, INC, OR APPROVED EaUAI-. 2. CAST BODY "P" TRAP 1-1/2 x 1-1/2' WITH HEAVY CAST J-BEND 4 FLAT CLEANOUT PLUS, SLIP NUTS AND WALL FLANGE. ALL COMPONENTS SHALL BE POLISHED Cl-ft" FINISH. MAMUFAGTL"M EALIC, INC. OR APPROVED EQUAL.. 3. STRAINERS SHALL BE FURNISHED WIXTURES. FOR WC FIXIUIRES PROVIDE OFFSET TAILPIECE. 4. PROVIDE TREORO MODEL 103 (WHf'1'E), ANTMICROSAL HAND[ LAV-GUARDS INSTALLATION KIT FOR ALL U MC14AIR LAVATORY 4 SINKS FOR WATER SUPPLIES 4 WASTE LINE. 5. PROVIDE WATER SUPPLY 4 "P' TRAP 4 OPTIONAL WATER FILTERS FOR ELECTRIC WATER COOLERS AS PER MANUFACTURERS RECOMMENDATIONS. 6. ALL PLUMBING FIXTURES, TRIM, 4 COLOR SHALL BE APPROVED BY THE OWNER BEFORE FINAL ORDER IS MADE 2 REVISIONS BY AHCA COMMENTS 03.18.11 VIK IENT/CONTRACTOR REV. 4 PERMIT � 03. I8.11 y C ' N0C 5 = N° = ` N � � U 4 tl ¢ E ¢�� c rLO onto ERGO �C" �w M N 0 ✓ c A rf, 1 r, • �0 o'. V a l'J P c.. 7 ;F1' •E e�`sS�'�. OPJ�1J iv s ' No 51871 STATE OF F '.c4 O R A 1- M A O o � oM C Z c 0 LL 1° a � -0l�U o� a w ti � N WILL U) U �8 Cy{.� C N t Q Cm WUj� 0 lV > a N oC a � V Z C J N � o C � M a .J cn x Q W V O U v L` a W � N M -C 0. Q >' oo O M C CL O N O J Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet PO 0 1 ,.. ! n ,. fr t�... �,. 4 ,� r . S ..fi. f'�t.ol.� Sn• ;.� . .S ,m�. UL�1Fsw1 Jt,1.� PLUMBING EQUIPMENT SCIHEDULE PROVIDED BY OWNER MARK FIXTURE WASTE VENT COLD WATER HOT WATER STEAM RO WATER AIR MANUFACTURER/ MODEL DESCRIPTION ;z1 SCRUB SINK 2" 2" 1/2" 1/2" - - - PROVIDED BY -SCRUB SINK, FAUCET 4 TRIM PROVIDED BY OWNER OWNER CONTRACTOR TO ROUGH -IN FOR t MAKE FINAL CONNECTIONS. L -1 THREE COMPARTMENT 2" 2" (2)1/2" (2) 1/2" - 1/2" 1/2" PROVIDED BY -THREE COMPARTMENT SINK, FAUCET, AIR GUN, 4 TRIM PROVIDED BY OWNER SINK OWNER CONTRACTOR TO ROUGH -IN FOR t MAKE FINAL CONNECTIONS. C5AN-1 CLEANING SANITIZER - - 1/2" - - - - PROVIDED BY -CLEANING CHEMICAL SANITIZING EQUIPMENT PROVIDED BY OWNER CONTRACTOR OWNER TO ROUGH -IN FOR t MAKE FINAL CONNECTIONS. WSW-1 WASHER 4" FS 2" 1/2" - 3/4" 1/2" - PROVIDED BY -WASHER EQUIPMENTASSEMBLY PROVIDED BY OWNER CONTRACTOR OWNER TO ROUGH -IN FOR t MAKE FINAL CONNECTIONS. STLR-1 STERILIZER 4" FS 2" 1/2" - 3/4" 1/2" - PROVIDED BY -STERILIZER EQUIPMENT ASSEMBLY PROVIDED BY OWNER CONTRACTOR OWNER TO ROUGH-N FOR t MAKE FINAL CONNECTIONS. EC_1 ENDOSCOPE CLEANER, 2" 2" 1/2" - - - - PROVIDED BY -ENDOSCOPE CLEANER WITH EXPANSION TANK t WATER FILTER ASSEMBLY WATER FILTER ASSEMBLY OWNER EQUIPMENT PROVIDED BY OWNER- 4 EXPANSION TANK CONTRACTOR TO ROUGH -IN FOR t MAKE FINAL CONNECTIONS. 20--1 DOCKING STATION 2" 2" 1/2" - - - - PROVIDED BY -DOCKING STATION EQUIPMENT ASSEMBLY PROVIDED BY OWNER CONTRACTOR OWNER TO ROUGH -IN FOR t MAKE FINAL CONNECTIONS. 2W-1 DISHWASHER MACHINE F.LS. - - 1/2" - - - PROVIDED BY -32" TALL DISHWASHER MACHINE (TO FIT UNDER 34" COUNTERTOP) PROVIDED BY OWNER OWNER CONTRACTOR TO ROUGH -IN FOR a MAKE FINAL CONNECTIONS. �Q STEAM GENERATOR F.L.S. - - - 3/4" - - PROVIDED BY -STEAM GENERATOR PROVIDED BY OWNER CONTRACTOR I.W. OWNER TO ROUGH -IN FOR / MAKE FINAL CONNECTIONS. 0G-2 STEAM GENERATOR F.L.S. - - - 3/4" - - PROVIDED BY -STEAM GENERATOR PROVIDED BY OWNER CONTRACTOR I.W. OWNER TO ROUGH -IN FOR t MAKE FINAL CONNECTIONS. RO-1 RO SYSTEM F.L.S. - - - - 3/4" - PROVIDED BY -IRO SYSTEM PROVIDED BY OWNER CONTRACTOR I.W. OWNER TO ROUGH -IN FOR t MAKE FINAL CONNECTIONS. MGEB-1 MEDICAL GAS EQUIPMENT BOOM, COMPRESSED AIR - - - - - - 1/2" PROVIDED BY OWNER -MEDICAL GAS EQUIPMENT BOOM, COMPRESSED AIR REGULATOR. t CHECK VALVE PROVIDED BY OWNER CONTRACTOR TO ROUGH -IN FOR 4 MAKE FINAL REGULATOR, t CHECK VALVE CONNECTIONS. NOTES: 1. LAVATORY t WATER CLOSET SUPPLY SHALL BE BRASS W/ BRASS ANGLE STOPS FOR 1/2" WATER SUPPLY LINES, W/ LOOSE KEY (W/CAP), AND WALL FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER E$.C, INC. OR APPROVED EQUAL. 2. CAST BODY "P" TRAP 1-1/2 x 1-1/2" WITH HEAVY CAST J-BEND 4 FLAT CLEANOUT PLUG, SLIP NUTS AND WALL FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER EB.C, INC. OR APPROVED EQUAL. 3. STRAINERS SHALL BE FURNISHED W/FIXTURES. FOR H/C FIXTURES PROVIDE OFFSET TAILPIECE. 4. PROVIDE TRUEBRO MODEL 103 (WHITE), ANTIMICROBAL HAND[ LAV-GUARDS INSTALLATION KIT FOR ALL WHEELCHAIR LAVATORY < SINKS FOR WATER SUPPLIES t WASTE LINE. 5. PROVIDE WATER SUPPLY t "P" TRAP t OPTIONAL WATER FILTERS FOR ELECTRIC WATER COOLERS AS PER MANUFACTURERS RECOMMENDATIONS. 6. ALL PLUMBING FIXTURES, TRIM, 4 COLOR SHALL BE APPROVED BY THE OWNER BEFORE FINAL ORDER IS MADE. WATER I -EATER SCIHEDULE MARK MAKE t MODEL TYPE STORAGE GALLONS DM (NM) FEC ( AT INPUT FLUE ( NOTES DESCRIPTIONS KW V PH HZ EWH 1 AD. SMITH DRE-120-18 TANK-ELE. 120 H■62-1/4" W■29-1/2 ]@� 10 - - * 4W 3 60 I, 2, 3 44 PIPE Pot RELIEF VALVE t PAN AS PER DETAIL NOTES I. PROVIDE FACTORY INSTALLED CONTROLS INCLUDING SURFACE MOUNTED T-STATS SET ON 140' F 2. PROVIDE ALL REQUIRED OPTIONS TO COMPLETE THE INSTALLATION. . INSTALL EWH IN ACCORDANCE t0 FLORIDA BUILDING CODE - PLUMBING, MECHANICAL 4 NATIONAL ELECTRIC COOEWPPLICABLE STANDARDS t MANUFACTURERS RECOMMENDATIONS. 4. WIRE FOR SIMULTANEOUS ELEMENT OPERATION. 5. 3 YEAR TANK WARRANTY. EXPANSION TAW SCHEDULE MARK MAKE t MODEL TYPE MAX. PRESS MAX. OPERATING TANK VOLUME TANK ACCEPTANCE AIR PRE -CHARGED CONNECTION SIZE TANK SIZE PSI TEMP. T- GAL (TOTAL) GAL PSI DIAMETER - INLENGTH - IN E29-1 WATTS • DET-35-M1 POTABLE WATER 150 200 14 5b 40 i" 16" 21-11/16" 112 t 3 I. PROVIDE BRACKETS FOR TAN, SUPPIDRT. 2. TANK SHALL BE LISTED FOR POTABLE WATER MSTALLATIOK 3. CHANGE EXPANSION TANK TO SUPPLY PRESSURE, BUT NOT GREATER THEN 80 FAJ_ RECIRCULATOR PUMP SC4-IEDULE MARK DESCRIPTION MANUFACTURER G.P.M HEAD HORSEPOWER ELECTRICAL LOCATION M 1120* DOMESTIC) LOOP B < G • PL305 3 22' 1/12 120V1IF V60Wz. MECH. ROOM RECINOTES: I. FURNISH WITH PUMP CHAMBER AND CONSTUCTION FOR DOMESTIC USES. 2. MIN. WORKING PRESSURE OF 145 PS.I. AND MIN. OPERATING TEMPERATURE OF 140' F. 3. SEE SPECIFICATIONS FOR ADDITIONAL REQUIRMENTS. THERMOSTATIC MIXM VALVE ASSEMBLY SCIHEDULE SYMBOL MANUFACTURER MIN. FLOW MAX. FLOW CAPACITY MAX. PRESSURE DROP PIPE SIZE INLETS PIPE SIZE OUTLET NOTES & MODEL NO. G.P.M. G.P.M. P.S.I.G. TMV-1 TM-186-12520-PRV-RF-O-TC 1 60 10 1-1/4" 1-1/4" 1,2,344 NOTES I. PROVIDE PIPED ASSEMBLY WITH INLET t OUTLET SHUTOFF VALVES 2. PROVIDE WALL MOUNTING BRACKET, DIAL THERMOSTAT 4 TEST CONNECTION ASSEMBLY. 3. PROVIDE INTEGRAL STRAINER C14ECKSTOPS ON INLETS, ROUGH BRONZE FINISH, LESS CABINET. 4. FURNISHED WITH +AU -IOW -FL AUDIO-VISUAL HIGH TEMP. ALARM IN STAIN. STEEL COVER RECESSED INSTALL. INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. mumW4 FIXnm SC *v" SOIL/ �,ST COLD HOT MANUFACTURER/ DESCRIPTION MARK FIXTURE UWS WATER WAS MODEL • C55-1 CLINIC SERVICE SINK FLOOR MOUNTED 4" 2" 1" 14 1/2" AMERICAN STANDARD -VITREOUS CHINA, FLUSHING RIM, SIPHON JET FLUSHING ACTION, 1-1/2" BRASS TOP SPUD, 4" FLOOR OUTLET, STAINLESS STEEL BOLT COVERS. «5504.010 SLOAN -EXPOSED SERVICE SINK FLUSHOMETER, 65 GPF, P I.P.S. SCREWDRIVER BAK-CHEK •Ili ANGLE STOP, ADJUSTABLE TAILPIECE, HIGH PRESSURE VACUUM BREAKER, SPUD COUPLING AND FLANGE FOR 1-1/2" TOP SPUD. C 41CAGO -FLUSHING RIM SINK FAUCET WITH ATMOSPHERIC VACUUM BREAKER SPOUT, POLISHED 0815-V5CP CHROME FINISH, SOLID BRASS CONSTRUCTION, 6" ELBOW BLADE METAL HANDLES. CWICAGO -WALL MOUNTED PEDAL VALVE CONCEALED BED PAN FLUSHER PUSH BUTTON •910G-111-19K CARTRIDGES, LOOSE KEY STOPS, CHROME PLATED, ANGLE VALVE WITH VOLUME CONTROL, VOLUME CONTROL UNIT, HAND SPRAY OUTLET, 4 FEET WHITE VINYL HOSE. 1�4IE� I. LAVATORY 1 WATER CLOSET SUPPLY SHALL BE BRA88 W/ DRABS ANGLE STOPS FOR 1/2" WATER SUPPLY LINES, W/ LOOSE KEY (W/CAP), AND WALL FLANGE. ALL C lPONENTS SHALL DE POLISHED C 00ME FINISH. MANUFACTURER EaL, INC. OR APPROVED EQUAL. 2. ALL PL11'1BNG FIXTURES, TRIM, 1 COLOR SHALL BE APPROVED BY THE OUNER SW -ORE FINAL ORDER IS MADE ,AIR CCIAMI ESSOR SCHEDULE COURIER PROVIDED) UNIT • NMAC-1 MODEL • 234015 MANUFACTURER INGERSOLL RAND COMPRESSOR TYPE i-STAGE ELECTRICAL MOTOR SIZE (HP) 5 TANK SIZE VERT. 60 GAL. CONTINUOUS CAPACITY - CFM 14.0 CFM a MAX OPERATING PRESSURE 115 PSI TANK OUTLET 1/2" NPT NET WEIGHT (LBS) 435 VOLTAGE / HERTZ 480-3(P 60 HZ. DIMENSIONS (L x W x H) 36 x IS x 69 UNIT • NMACD-1 MODEL • 0251T MANUFACTURER INGERSOLL RAND 0 DRYER TYPE MECH. REFRIGERATION _W a WEIGHT (LBS.) 84 LBS VOLTAGE / HERTZ 115V-1(p-60HIZ.-5A DIMENSION (L x W x H) 155 X 20 X 26 W- UNIT • NMACF-1 4 u- MODEL ' F131G t F351H Q MANUFACTURER INGERSOLL RAND CONNECTION PORT 1/2" NPT FILTER TYPE OIL / WATER VAPOR J UM I. PIPE FILTER DRAIN PORTS TO COMMON FLOOR DRAIN. 2. CONSTRUCT MOUNTING BRACKETS TO MOUNT DRYER ON WALL. 3. 234OL5 INCLUDES MOTOR STARTER IN MOUNTED ENCLOSURE. 4. PROVIDE SERVICE DISCONNECT FOR AIR COMPRESSOR 5. OWNER PROVIDED. CONTRACTOR TO ROUGH -IN FOR 4 MAKE FINAL CONNECTIONS. WATER FILTER SCHEDULE (OWNER PROVIDED) UNIT • WE--1 MODEL + IL15-0SO MANUFACTURER LAKOS FILTER TYPE CENTRIFUGAL SEPARATOR a FILTRATION RATE 14 p CONTINUOUS CAPACITY 80 GPM a 12 PSI DROP PRESSURE DROP AT 65 GPM 10 PSI INLET / OUTLET CONNECTION 15" NPT PURGE DISCHARGE SIZE (INCHES) 3/4" MAX CAPACITY (a 25 PSI) W GPM INSTALLATION WALL MOUNT I. PIPE DISCHARGE PIPING t0 WATER SYSTEM COMMON FLR DRAT 2. AUTOMATIC PURGE SYSTEM REQUIRED (AP-1) - 120V/604z 3. OWNER PROVIDED. CONTRACTOR TO ROUGH -IN FOR 4 MAKE FINAL. CONNECTIONS. WATER SOFTENER SCHEDULE (OWNER PROVIDED) UNIT • WD--1 MODEL • 2%W MANUFACTURER PENTAIR WATER MODE OF OPERATION METERED, AUTOMATIC GRAINS CAPACITY MAX. 300AWO -4 CONTINUOUS CAPACITY - GPM la 10 PSI) PRESSURE DROP (05 GPM a PRESSURE DROP l PS.I.) i DISCHARGE SIZE (INCHES) 2" SALT TANK STORAGE CAPACITY (LBS) 1000 Iba. MAX CAPACITY (a 25 PSI) W GPM RESIN LOAD CU. FT. 10.0 Cu. FT. SOFTENER TANK SIZE (INCHES) 24" X -12" BRINE TANK SIZE (INCHES) 24" X 54" CYCLE MOTOR DRIVEN CONTROL VALVE YES AUTOMATIC BACKWASH VALVE YES G REGENERATION TYPE METERED VOLTAGE / HERTZ 1120V 60 Hz. 1. PIPE DRAIN PIPING TO WATER SYSTEM COMMON FLOOR DRAIN 2. INSTALL (V5-1) VACUUM BREAKER TO PREVENT BACK SIPHONING ON WATER SOFTENER 3. OMER PROVIDED. CONTRACTOR TO ROUGH -IN FOR 4 MAKE FINAL CONNECTIONS. STEAM GENERATOR SCIHEDULE COURIER VIDED) UNIT • ,g I(60KW) i 0-2 (30KW) MODEL • PSE-60 t PSE-30 MANUFACTURER PACIFIC STEAM EQUIP., INC BOILER CHAMBER MATERIAL CARBON STEEL STEAM OUTPUT 205 LBS/HR - PSE-60 102 LBS/HR - PW-30 MAX WORKING PRESSURE 100 PSI 0 SET OPERATING PRESSURE 60 PSI STEAM OUTLET CONNECTION 3/4" NPT WATER INLET CONNECTION -IRO WATER 3/8" NPT BLOW DOWN DRAIN CONNECTION 1/2" NPT ELECTRICAL CONNECTION (CONTROL) 120V / 10A / 1(p - EACH 480V / 12 A / 34) - PSE-60 ELECTRICAL CONNECTION (ELEMENT) 480V / 31 A / 34) - PSE-30 DIMENSION (W x L x H) 26X31X45 - PSE-60 22X29X31 - FSE-30 WEIGHT (NET) 434 LBS - PSE-60 218 LEIS - PSE-30 1. PROVIDE FLOOR DRAIN LOCAL TO BOILERS FOR DAILY BLOW DOWN. 2. PROVIDE SHUT-OFF SWITCH TO CONTROL POWER JUST INSIDE DOORWAY FOR FLORIDA BOILER CODE REQUIREMENT. 3. PROVIDE EMERGENCY POWER TO "85-2" CONTROLS AND ELEMENT TO MEET AHCA REQUIREMENT FOR STERILIZATION DURING POWER OUTAGE. 4. ADD 12" HEIGHT FOR BOOSTER PUMP STAND. S. OWNER PROVIDED. CONTRACTOR TO ROUGH -IN FOR 4 MAKE FINAL CONNECTIONS. RO SYSTEM SCIHEDULE COURIER PROVIDED) UNIT • RO-I MODEL • OW-1600 MANUFACTURER ITT -WATER TECHNOLOGIES FILTRATION OUTPUT 1600 GPD a PRODUCT FLOW 66D GPH t- p REJECT FLOW IJ GPH MEMBRANE QUANTITY 1 MEMBRANE SIZE 4" x 40" MEMBRANE TYPE TFC-THIN FILM COMPOSITE PUMP HORSEPOWER 3/4 HP INLET CONNECTION 3/4" NPT PRODUCT CONNECTION 1/2" NOT REJECT CONNECTION 1/2" NPT ELECTRICAL CONNECTION 120V / 12A / I DIMENSION (W x L X H) 44x44x68 WEIGHT (NET) 180 LBS INSTALLATION FLOOR STANDING T 1. PIPE REJECT DISCHARGE PIPING TO WATER SYSTEM COMMON FLOOR DRAIN. 2. ELECTRICAL SERVICE SHOULD BE WIRED TO EMERGENCY POWER TO PROVIDE WATER t0 BOILER ON EMERGENCY POWER 3. OWNER PROVIDED. CONTRACTOR TO ROUGH -IN FOR t MAKE FINAL REVISIONS BY AHCA C 1 ENTS 03.18. II V1K OR REV. 4 PER! IT VTK m3.18.11 4 00 ` y m o L J - uL"co ¢ _E cz ocz N1:> C 0. 4� o C: ti ti L �I ¢ E ¢Cu �LO oxU1 ti 00 „ ti M ti ►�� (V ti v ✓ C a w rp k 0 U x ,t 4 PA D S' 9 .000 #; No 51871 STA OF ALE w0 a� a� c �s W (pN C E Q y Oil U c Cu 'a d Cr Crm� W crime 2 '0w 2 U Z C J N "It O •C U In O M J o- cn 3 w C L) v Q W w � M t o. Q oo O 0 M a M a� N 0 Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P092 �I PLYING LEGEND DESCRIPTION EXISTING SANITARY PIPING EXISTING VENT PIPING PIPING TO BE REMOVED ABBREVIATIONS SANITARY DRAINAGE SYSTEM VENT PIPING INDIRECT DRAIN PIPING DRAINAGE FIXTURE UNITS BELOW FINISHED FLOOR ELECTRICAL CONTRACTOR PLUMBING CONTRACTOR GENERAL CONTRACTOR 5YM130L5 65, W V ID DFU BFF. E.G. P.C. G.C. iowwe iNC, KEY NOTES O 1. EXISTING LAVATORY TO REMAIN. 2. EXISTING WATER CLOSET TO REMAIN. 3. EXISTING SINK TO REMAIN. 4. EXISTING FLOOR DRAIN TO REMAIN- S. EXISTING LAVATORY TO BE REMOVED. PLUG WASTE PIPING BELOW FLOOR CAP VENT PIPING ABOVE CEILING. PATCH t MATCH EXISTING FLOOR # WALLS IF OR AS REQUIRED. 6. EXISTING WATER CLOSET TO BE REMOVED. PLUG WASTE SANITARY PIPING BELOW FLOOR CAP VENT PIPING ABOVE CEILING. PATCH t MATCH EXISTING FLOOR t WALLS IF OR AS REQUIRED. 1. EXISTING SINK TO TO BE REMOVED. PLUG WASTE PIPING BELOW FLOOR CAP VENT PIPING ABOVE CEILING. PATCH t MATCH EXISTING FLOOR E WALLS IF OR AS REQUIRED. 8. EXISTING SHOWER TO BE REMOVED. PLUG WASTE PIPING BELOW FLOOR CAP VENT PIPING ABOVE CEILING. PATCH t MATCH EXISTING FLOOR t WALLS IF OR AS REQUIRED. 9. EXISTING MOP SERVICE SINK TO BE REMOVED. PLUG WASTE PIPING BELOW FLOOR CAP VENT PIPING ABOVE CEILING. PATCH t MATCH EXISTING FLOOR t WALLS IF OR AS REQUIRED. 10. REMOVE SUMP PUMP. II. ABANDON WASTE PIPING. 12. REMOVE DRAINS $ PLUG WASTE PIPING BELOW SLAB. 13. EXISTING EYEWASH TO BE REMOVED. REMOVE DRAIN LINE. STORE UNIT AS DIRECTED BY OWNER 1 o PLUM�3INC DEMOLITION FLOOR PLAN - SANITARY SEURER SCALE: 1/0" = 1'-0" . I KEY PLAN ..-N er... REVISIONS BY LENT/CONTRACTOR REV. 4 FEStIlt 03. I8. 11 00 O ~ Q L Cq � S N cp �•� ggqNN��� v �--• g u U 'C4 .� o�Ln coti A �• ti OC '' Cl) ti ti G 0 s vi ca ca x� U �y R? v: ooCn a E-U o O r m s B Cm C CO w E aLLa mot_ U C w�Q7 C u rn ¢ m ou o - W m (n � U LLI o > a U_ Z_ C: J 0 U Lf') � � M O J CL (/l a X -� w U •L O V) LL. Q W O V - M s Q a 00 O M � _ a a� a- N O J 1L- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet p 1 PLUM5ING LEGEND DESCRIPTION SYMBOLS EXISTING SANITARY PIPING EXISTING VENT PIPING PIPING TO BE REMOVED X X X X X X ABBREVIATIONS SANITARY DRAINAGE SYSTEM 55, W VENT PIPING V INDIRECT DRAIN PIPING ID DRAINAGE FIXTURE UNITS DFU BELOW FINISHED FLOOR BFF. ELECTRICAL CONTRACTOR E.C_ PLUMBING CONTRACTOR P.G. GENERAL CONTRACTOR G.G. PLUMS INCH KEG' NOTES O 1_ EXISTING LAVATORY TO REMAIN. 2. EXISTING WATER CL05ET TO REMAIN. 3. EXISTING SINK TO REMAIN. 4. EXISTING FLOOR DRAIN TO REMAIN. 5. EXISTING MOP SERVICE SINK TO REMAIN. Co. EXISTING LAVATORY TO BE REMOVED. PLUG WASTE PIPING BELOW FLOOR CAP VENT PIPING ABOVE CEILING. PATCH t MATCH EXISTING EXISTING FLOOR t WALLS IF OR AS REQUIRED. 1. EXISTING WATER CLOSET TO BE REMOVED. PLUG WASTE SANITARY PIPING BELOW FLOOR GAP VENT PIPING ABOVE CEILING. PATCH t MATCH EXISTING FLOOR t WALLS IF OR AS REQUIRED. 8. EXISTING SINK TO BE REMOVED. PLUG WASTE PIPING BELOW FLOOR CAP VENT PIPING ABOVE CEILING. PATCH t MATCH EXISTING FLOOR t WALLS IF OR A5 REQUIRED. ■ J(DIPLL2151NG DEMOLITION FLOOR PLAN - SANITARY SEWER SCALE. 1/8" = 1'-0" KEY FLAN REVISIONS BY w/ CleON TOR REV. 4 PEF411T 03. 18. 11 lir c 0 00 9 ~ u E 0 �sig _ N 0. G ti g O U ¢ v ¢ rn .r Ln ozCLO, o00 pp u N 0 ✓ 0 vi A H � A W 6 z z W o U a Fra oF3o, C@', 41 OF L �o 88 C E W U E � LL U ; �s U) �v 70 U o z U C > a c c W 0 0 d M U_ Z_ LN J It 0 •0 U 0- J cn Q x w � •� U_ U Y O � a � Q LLJ _0v; N In N M O O M r) � L. _ a C):f a) IV O J LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P2 PLUM51NG LEGEND DESCRIPTION SYMBOLS EXISTING COLD WATER PIPING EXISTING HOT WATER PIPING (120'F) EXISTING GATE VALVE (N-O.)- EXISTING BALL VALVE (N.O.) 1 EXISTING UNION ---- �I PIPING TO BE REMOVED " X x X X )` ABBREVIATIONS COLD WATER SYSTEM CW HOT WATER SYSTEM (120'F) HW GALLONS PER MINUTE GPM BELOW FINISHED FLOOR BFF_ ELECTRICAL CONTRACTOR E.G. PLUMBING CONTRACTOR P.C. GENERAL CONTRACTOR G.C. PLU' MING KEY NOTES Q I. EXISTING LAVATORY TO REMAIN_ 2. EXISTING WATER CLOSET TO REMAIN. 3. EXISTING SINK TO REMAIN. 4. EXISTING LAVATORY TO BE REMOVED. CAP COLD t HOT WATER ABOVE CEILING. PATCH t MATCH EXISTING WALLS IF OR AS REQUIRED. 5. EXISTING WATER CLOSET TO BE REMOVED. CAP COLD WATER PIPING ABOVE CEILING, PATCH 4 MATCH EXISTING WALLS IF OR AS REQUIRED. 6. EXISTING SHOWER TO BE REMOVED. CAP COLD t HOT WATER PIPING ABOVE CEILING. PATCH 4 MATCH EXISTING WALLS IF OR AS REQUIRED. 1. EXISTING MOP SERVICE SINK TO BE REMOVED. CAP COLD t HOT WATER PIPING ABOVE CEILING. PATCH E MATCH EXISTING WALLS IF OR AS REQUIRED. S. EXISTING SINK TO BE REMOVED. CAP COLD ; HOT WATER PIPING ABOVE CEILING. PATCH t MATCH EXI5TING WALLS IF OR AS REQUIRED. 9. EXISTING WATER HEATER TO BE REMOVED. CAP GOLD t HOT WATER PIPING ABOVE CEILING. PLUG DRAIN LINE. PATCH t MATCH EXISTING FLOOR t WALLS IF OR AS REQUIRED. 10. EXISTING EYEWASH TO BE REMOVED. REMOVE WATER LINE. KEY PLAN 101 PLUM51WI DEMOLITION FLOOR PLAN - WATER SCALE: 1/8'' = 1'-0" `*• No �p 3STA I 0,� • AN �i���s.;•0 1 REVISIONS BY i T0R IQEV. 4 FER!11T 03. 18. 11 v v c 00 .� • 7xc� n per o C . 00 ro ti ocli ¢� co ox� ./ �C/)ti �---� E r-. o0 _o / \ C C\J 0 L 0. ca E- E- rn A �o p.. O 00 U] W I o Cn o � /1/l# • eFs+ �ii S'•. S �i 871 •*% 'v rY c OF k 'ENS' `��° C 8m w n O ILL Vl m U � c0 > N U1 A Y1 QCT m N > d E n+ O` a U_ Z J N N' O .V O M C M J v- CL x Q N v w U v V) 0 o t a W N L -_ V) a K t O o oW)-C L _ a IL a� N O J L.L Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P3 FLUr 15M LEGEND DEvGRIPTION SYMBOLS EX15TING COLD WATER PIPING EXISTING NOT WATER PIPING (120T) EXISTING GATE VALVE (N.O.) M EXISTING BALL VALVE (N.O.) r EXISTING UNION PIPING TO BE REMOVED X X X ABBREVIATIONS COLD WATER SYSTEM CW NOT WATER SYSTEM (120'F) NW GALLONS PER MINUTE GPM BELOW FINISHED FLOOR BFF. ELECTRICAL CONTRACTOR E.G. PLUMBING CONTRACTOR P.C. GENERAL CONTRACTOR G.G. FLUMSING KEY NOTES Q I_ EXISTING LAVATORY TO REMAIN. 2. EXISTING WATER CLOSET TO REMAIN. 3. EXISTING MOP SERVICE SINK TO REMAIN. 4. EXISTING LAVATORY TO BE REMOVED. CAP COLD < NOT WATER ABOVE CEILING. PATCH t MATCH EXISTING WALLS IF OR AS REQUIRED. 5. EXISTING WATER OL05ET TO BE REMOVED. CAP COLD WATER PIPING ABOVE CEILING. PATCH 4 MATCH EXISTING WALLS IF OR AS REQUIRED_ fo. EXISTING SINK TO BE REMOVED_ CAP COLD t NOT WATER PIPING ABOVE CEILING_ PATCH t MATCH EXISTING WALLS IF OR AS REQUIRED. 1. EXISTING WATER NEATER TO BE REMOVED. 8. EXISTING WATER NEATER TO REMAIN. KEY PLAN PLU1" ISINC- DEMOLITION FLOOR PLAN - WATER 101 SCALE! 1/8" = V-m" REVISIONS BY I / TOR REv. ! PERMIT 03. 18. 11 NK 00 p ` Cn o E o �--� ai mo-] � N LL O G oU �I v ¢ N Q�x ��~ o n Fti� 0 M Il- N 0 x A U0.�OU W �p�P.UOd E- � � O � CQ d �u 4z OF L `V� y m C � E W (p N M E a 4 s Y U � y Cu N a)N � Q Ion, o C W Cn U � 11J N o � a U_ Z O •U, U M � � M J a x .� w a .L U U -y O 0 0 LL- Q LLJ L-0 — 0 M O 00 L. _ a C a) N O J LA - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P4 WE I II I� CLASS 'C' OR l� ®O II MATcu LINE 6"(3,139 5Q. F.T)-1 I I I f I ENLARGED PLAN • 12 ON MALE iT PIO FOR TPIS AREA.LL I ar,!,r iruc: r -- j .� -- r I.T128 OIL t� I I J '4ON � a� I-411 AREA I � r v— — — 211 1 4 5D _ — J�� �- !=6 it Fa 4 ���.4 4 3 "WCO t 3 "F4�p r l� 31, Q � —3"(40(b SQ. F.T) 1111 - - I I J(DIPLLf f 51NG RENOVATION FLOOR PLAN - SANITARY SEWER 4 STORM DRAIN SCALE- 1/8" = 1'-0" i'i•� �'� i,i PLUM5INCH LEGEND DESCRIPTION 5YM130L5 NEW SANITARY PIPING NEW VENT PIPING --------- NEW STOW DRAIN PIPING 5D NEW RAIN LEADER PIPING RL NEW OVERFLOW RAINLEADER PIPING ORL EXISTING SANITARY PIPING - - EXISTING VENT PIPING - NEW POINT OF CONNECTION ABBREVIATIONS SANITARY DRAINAGE SYSTEM SS, W VENT PIPING V INDIRECT DRAIN PIPING ID DRAINAGE FIXTURE UNITS DFU BELOW FINISHED FLOOR BFF. ELECTRICAL CONTRACTOR E.C. PLUMBING CONTRACTOR P.C. GENERAL CONTRACTOR G.C. 10LUh1 M KEG' NOTES O 1_ 4" SANITARY PIPING. -3.00' INVERT ELEVATION BELOW FIN15H FLOOR PVC PIPE. 1/8"/FT. PER SLOPE. 104 TOTAL DF.U.'S. SEE CIVIL SITE PLAN FOR CONTINUATION. 2. 3" 5TOR11 DRAIN PIPING. SEE CIVIL SITE PLAN FOR CONTINUATION. 3. 4" STOW DRAIN PIPINCx_ SEE CIVIL 51TE PLAN FOR CONTINUATION- 4- 6" STORM DRAIN PIPING. SEE CIVIL SITE PLAN FOR CONTINUATION. • KEY FLAN EVISIONS BY HCA COMMENTS IA 03, 18. Il VTK /C.ON Tole REV. r F111T 03. IS- II VTK Go co] INN p A W vIliI � N N 0. 00 o G O U �I ¢ E X _Cu ¢ Q, ai - 3� �—+ E ti ao 0 ►'�. N 1 �• 1 E- EW � U a i zzx � E oor, C3 UU) CD , 871 aw E OF m(V c 8g W cn T � � n C � N > N N 3 C Q u, m co C u-i in m > a oo w U_ Z N J 0t o u C: M � Q a x Q V)v W U � a) V) E L. LL- Q W :m :m V) a) Lr) M :E D_ 00 >1 O 0 M L- _ CL N O LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P 5 Cl) LL 0 a a� u N Iv v c 6 "12,436 I 1 3 SD 5IS 7 VALIUU-1 140 OPLLtl5lWs RENOVATION FLOOR PLAN - SANITARY SEWER 4 STORM DRAIN SCALE: 1/8" = 1'-0" Lq PLUMBING LEGEND DESCRIPTION SYM50LS NEW SANITARY PIPING NEW VENT PIPING — — — NEW STORM DRAIN PIPING SD NEW RAIN LEADER PIPING RL NEW OVERFLOW RAINLEADER PIPING ORL EXISTING SANITARY PIPING EXISTING VENT PIPING NEW POINT OF CONNECTION ADDREVIATIONS SANITARY DRAINAGE SYSTEM SS, W VENT PIPING V INDIRECT DRAIN PIPING ID DRAINAGE FIXTURE UNITS DFU BELOW FINISHED FLOOR BFF. ELECTRICAL CONTRACTOR E.C. PLUMBING CONTRACTOR P.C. GENERAL CONTRACTOR G.C. PLUMING KEY NOTES Q I. 4" SANITARY PIPING. -3.00' INVERT ELEVATION BELOW FINISH FLOOR PVC PIPE. 1/5"/FT. PER SLOPE. 104 TOTAL DFJX5. SEE CIVIL SITE PLAN FOR CONTINUATION. 2, 3" STORM DRAIN PIPING. SEE CIVIL SITE PLAN FOR CONTINUATION. 3. 4" STORM DRAIN PIPING. SEE CIVIL SITE PLAN FOR CONTINUATION. 4. 6" STCF;M DRAIN PIPING. SEE CIVIL SITE PLAN FOR CONTINUATION. KEY PLAN No gyp: S TA ,n'. AN REVISIONS BY LIENT/C.CNTRAr-TOR REV. t PF-fellT 03. 18. 11 VlK V ' 00 V CD .0- Cl) u Cu Q L u � Q CN Q Q m r1 3 CN ox1n U� E 00 0 I \ N m N ti 0 ✓ C r a E,� A. a w z �i O L P, (� pa. � a � 0 V --� coo o o t � o il1l i OF xb 0 P. 1. '����•z m Q c �g N rH W ��� E QLL (D T U) -0 1v C �$ al @ > Q m C W Cn o > d R o m a o � U_ Z_ 04 o U .N M ::3 M a J o- x Q cn a x -a w U . � — o 0 0� Q W a, ur V) M L o A O N L � d N Q1 L.L N O Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P6 i SEE ENLARSED PLAN M 4 ON SHEET • P12 FOR THIS AREA . IIII III I MED PREP/ 17- --,-- 1I tad SEE ENLAF 11 I ' SHIrET PI: 3/4 11 w STORAGE so IU PRE-ADMISSIONJ 1 211— '�, .-—........ FXI5TING GORR(DOR MATCH LINE , — — I Ul I EXISTING EXISTING CJFIGC- N OFFICE OFFICE .Q � *3 164 I/2" w GLEAN 2 I WORK l ROOM si 1:1 IL-L.,4N--Or- - Pll FOR THIS AREA. I GLEA 211 LINEN ,l. �zl I�I/III 1El 1/211 ST,4FI�j---�—\ ILET/ I To�tILT_ 119 GHANC,= . I Ism i IPA' I AM zrzAj 0, do I I � I I pv� opm jrvmA- P" PAW r �►� �� �� �� li " T _ ►►III �■ '— � ���■ � ��■ . -_• r - � III / 5U51 5 I i,jt I n6 / OFFICE/ MEDICAL OFFICE RECORDS 114 ; 113 I I C ELEC. 115 _ 2 I I ' EXI5TING CORRIDOR EXIT PASSAGE SEE ENLARGED PLAN M 1 ON tic SHEET * Pll FOR TH15 AREA. In, 1 ® 4 rv'-1 PROCEDURE I�i Imj imi Mimi, ■ - ' - ill ICI ICI ICI I" i■i i■i i�ii i�i i■i i■i i■i ■ il�i i■i i i i i i■i i■i i■i i■i i■i (DIPLU15 M RENOVATION FLOOR PLAN - WATER SCALE: 1/8" = P-O" In® I _n II � I. u SOILED L.:Jj n f ROOM 11 I19 ,x EXISTING PROCEDURE Or— � I� • 1! ,I�Inlrl�l� 11 •1 � ■ 1'` `- � III A EXI5TING CORRIDOR IB6 L_JL-1 SCOPE ROOM tea CEANI LINEN STOR. 1188 I I lei nn uu EXPANDED RECOVERY 189 STA _TOIL EXI5TING CORRIDOR IV g EXIT ING d'ATIENT ISTING I ATION TOILET/ ILET/ PATIENTIJ CHANGE CHANGE 193 194 _____---_____--- LJ_ INN _: ___ 1_____ _, r n-- I I �...,...1UL—I, I�I�`� n_r�I-�_ ���� n r� mimmr oll�■—i_ __c®■—_m�nll n r �n n���r-,���n JILT Ll EXI5TING STOR. r- - ®J � i�.IL� �JL■�i "�J � i®�11��i.�Jl�.li�Jl..�ll��L�!� �_..�....11l � L� L�J � Lam_ _ J �J`� �� r FLUMINC3 LEGEND DESCRIPTION SYMBOLS NEW COLD WATER PIPING NEW HOT WATER PIPING (120') - - EXISTING COLD WATER PIPING EXISTING HOT WATER PIPING (120'F) EXI5TING GATE VALVE (N-O_) ^� EXISTING BALL VALVE (N.O.) EXISTING UNION �I NEW 13ALL VALVE i ABBREVIATIONS SANITARY DRAINAGE SYSTEM 55, W VENT PIPING V COLD WATER SYSTEM CW NOT WATER SYSTEM (120T) 14W INDIRECT DRAIN PIPING ID GALLONS PER MINUTE GPM DRAINAGE FIXTURE UNITS DFU BELOW FINISHED FLOOR BPR ELECTRICAL CONTRACTOR E.C. PLUMBING CONTRACTOR P.C. GENERAL CONTRACTOR G.G. PLLM5ING KEYNOTES Q I. 1/2" COLD < HOT WATER PIPING BELOW SLAB. 2. P HOT WATER PIPING INSTALLED DURING PHASE 1 CONSTRUCTION 3. 1" NOT WATER PIPING INSTALLED DURING PHASE 2 CONSTRUCTION 4. CAPPED P HOT WATER PIPING ABOVE CEILING FOR FUTURE CONNECTION DURING PHASE 2 CONSTRUCTION/ REMODELING OF EXISTING AREA. . I KEY PLAN REVISIONS BY ANGA COMMENTS 03. 18. Il V1K LIIENT/COWRACTOR REV. t PERMIT 03. 18. 11 VTK i � v G oo > J ^' E m N aY�+ o� U v � f u-) o �Cq LO / V7 1` 1-- o aj N r— I�ti 0 Cd to U A Z 4-1 Wu pUr,UU�E-�CW!] dd z W U 0 Cc ]) o E- V2 O o CQ S. .N • S+s irr' � S• 51871;* r � E OF v m. AL � n g CD c W `o00 T � �,.( < m c m m w ui m a a. o � F U_ Z_ J � o U Lo .0 K) Z3 M a <-o x w C) •� U -Y O � l_ a iLv :2 C L N � ►M A-- 0 Q oo O M L _ a IL a� N O J l._ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P 7 0 a a� v N Y N V C CL a 0 0 N O N 00 M 00 a 0 0 M O 0 E Lr, 0 Q v 0 Q. c v v v a, V c u u_ ru -o LL v 0 0 M O O v r U_ Q v O 0 M O O 0 w Q 0 0 0 a 1(31 FLU' i81NG RENOVATION FLOOR PLAN - WATER SCALE- 1/3 - 1'-0" FLUI" 51W3 LEGEND NEW GOLD WATER PIPING NEW NOT WATER PIPING (120') - NEW STEAM PIPING ST NEW NON -MEDICAL AIR PIPING -NMA NEW RO WATER PIPING RO EXISTING COLD WATER PIPING EXISTING NOT WATER PIPING (120-F) EXISTING GATE VALVE (N.O_) �^ EXISTING BALL VALVE (N.O-) EXISTING UNION �l NEW BALL VALVE j ADDREVIATIONS SANITARY DRAINAGE SYSTEM 55, W VENT PIPING V COLD WATER SYSTEM CW HOT WATER SYSTEM (120'F) HW INDIRECT DRAIN PIPING ID GALLONS PER MINUTE GPM DRAINAGE FIXTURE UNITS DFU BELOW FINISHED FLOOR 5F-.F. ELECTRICAL CONTRACTOR Ec. PLUMBING CONTRACTOR P.G. GENERAL CONTRACTOR G.G. imWwOING KEY NOTES O I. NEW 2-1/2" DOMESTIC WATER SERVICE FROM APPROVED BACKI=LOW PREVENTOR < METER TOTAL G.PI"1=65. RECOMMENDED MAXIMUM OF 10 P.S.I. PRESSURE DROP ACROSS BACKFLOW PREVENTOR < METER. SEE CIVIL 51TE PLAN FOR CONTINUATION- 2- STEAM PIPING RUN NIGH AS P05515LE t 5LOPED FROM 5OILER5 TO EQUIPMENT. ■ KEY PLAN REVISIONS BY LIENT/GGN R. TOK ITV_ t PEFVIT 03. 1& 11 1/1}C U c ' in 00 u o .� Y Cn O r L � L N CN o v it ¢ x o�' N vo00 �ti N 0 ✓ C a H A , � 0 E P O (� y Q ul j O a I o E- ai 0 <;l 62 + E S. a ��,� . �`SS • E IV F AL 0 Cu .L ( �. C� C (D E W U) C? E E N U -� � yr o � z U �$ Q - m U 111 N > d E -8 U_ Z N O .N O M C :3 M J a V) x Q v W U � •L U O 0 Y� 0 Q L L1 g Ln V) M L O O M N O L.L. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P8 -0 5 - _ tl — — — — — — — — — — — — — — — — — — I - - ---- �- I I I _ . % EXI TING _...I -211 —e I I I I ;GLEAN � 11 11 1-1/2 1 HU I r„� ! I - i INN i 5T =-_ DRAIN I -�- I M \ I EIS iNG CO;fDOi I AIR GAP I('' I - 1 1 2 6 L 6 211 EXF, INIDE� 1 -- _ _- 4 I 311 ESc_L ESL = 1 — 2 I it - / \ II 1 ,- cnl I ° I (ti I __ 11 2 • I; 2 R 411 �_ I 1211 STAFF I II 1-1/2" \ 4 I I TO IiT - -4- - --I o I--- 1 1e � �I x � _...I EXfSitING GORi�IDOi� I A11 Y EXISTING i -- �15 EXISTING E I C.,�4TION TOILE C� _--- FATIE U JAN. I 19 CHANGE I ---1 - " - -- - ----- - gFV-1 o- L---- - -2-- - M 1 I 2llyT ------------------- ------------------------Y-- i . II u I \ \ t I/xe II II II II II I III II II II II 11 II II II II II 0 —1 "Av —4I-- EXi5TING \ I I t I , I I I X I — \V I n / \ i / \ r r r G�NSI�� I I I I -- ----- /X� I — / 1 PL.t,p SING LEGEND DESCRIPTION NEW SANITARY PIPINGS SYMBOLS NEW VENT PIPING ----------- EXISTING SANITARY PIPING - - - - - - - - - - - EXISTING VENT PIPING - - - - - - - - - - - NEW POINT OF CONNECTION RISER NUMBER t SHEET NUMBER PI ABBREVIAtIONB SANITARY DRAINAGE SYSTEM 88, W VENT PIPING V INDIRECT DRAIN PIPING ID DRAINAGE FIXTURE UNITS DFU BELOW FINISHED FLOOR SFF. ELECTRICAL CONTRACTOR E.C. PLUMBING CONTRACTOR P.C. GENERAL CONTRACTOR G.C. IG)lD L A = D PLAN 104 - SANITARY E VENT PLU ING KEYNOTES Q SCALE ---------- I I I I I I I I i GLEAN I I I I III ' 122 I I I ====) I I I III I , I ' G L E ANC �I ---2 L I NEN 121 ' I ' I I II I I I / I I I AIR GAFL- TOIL5T I �14&f��Eh1T-- - --- - I 11 11120 AIV I „ I ( ,I t d] 411 1- - -f --—L--L — I.. o_ -�-- _ . 11 ---. It - -------------------------------- - 1G)l E CAWsED PLAN • 1 - SANITARY 4 VENT ENLAM-6 � PLAN 0 5 - SANITARY t VENT SCALE: 1/4" = I'-0" 101 SCALE: 1/4" - 1'-0" Z ,I 11 I I, 211 . . rl I I I W_2 4" 2" P -1'a T'OILE.T I - - 001,11--------- 11 ENLARGED PLAN 0 2 - SANITARY t VENT SCALE: 1/4" - 1'-0" O ENLARGED PLAN • 3 - SANITARY 4 VENT SCALE: 1/4" ■ 1'-0" r-1Ev, pT0 I= O ENLARGED PLAN • 16 - SANITARY E VENT SCALE: 1/4" - 1'-C" I. CONNECT NEW 2" WASTE PIPING TO EXISTING 2" WASTE PIPINGS. (VERIFY EXACT LOCATION). 2. CONNECT NEW 2" WASTE PIPING TO EXISTING 3" WASTE PIPING. (VERIFY EXACT LOCATION). 3. CONNECT NEW 2" WASTE PIPING TO EXISTING 4" SANITARY PIPING. (VERIFY EXACT LOCATION). 4. CONNECT NEW 4" SANITARY PIPING TO EXISTING 4" SANITARY PIPING. (VERIFY EXACT LOCATION). 5. CONNECT NEW 1-1/2" VENT PIPING TO EXISTING 1-1/2" VENT PIPING. (VERIFY EXACT LOCATION). b. CONNECT NEW 2" VENT PIPING TO EXISTING 2" VENT PIPING. (VERIFY EXACT LOCATION). 1. CONNECT NEW 3" WASTE PIPING TO EXISTING 3" WASTE PIPING. (VERIFY EXACT LOCATION). REVISIONS By ANGACOMMENTS 03.18. it VTK REV. 4 PERMIT 03. I8.11 VM c 00� U � ► cM O o W � x N = E� N h ro � U ,q �I ¢ 6 x 3 � 1•—�' o x CO" �C/)ti �oo v C) r—� coCN N 0 ✓ 0 (S ul 0 :Z C% - - :A sF• • '. : • OF �•` . �I'D .,. 0 a� uJ E T C0 U C > Q C m g w` a U_ _Z C J It 0 C M v X Q N w V .° U L-J LL- < W ° y M s o- sa o M � a) IV O Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P9 -411 4'VM II I "J STLR-1 411 F 4-Ei III ''T -STLR-1 Ft- I 4-Ek 5 7" E 211 4-411 1 UAL 0 211 —7 41M 14,.-211 21 L M L E ID 201 —411 > 211= 0 ENLAM;E0 PLAN 0 1 - SANITARY 4 VENT SCALE: 114" a 1'-0" ---------------------------- 7,11 . - - 1. - -.- --11 WpB-I 2 0 45 1 _ L 12 II 311 VI", V ! 211 ------- 311 211 24 - - - - - - - - - - - - - - - �J 7�1 O1ENLAW.-CED PLAN 0 S - SANITARY 4 VENT SCALE- 1/4" m 1'-0" I jI Ilil '�' Lk T" A 1. -1.1. 1 -1 VACUUM PUMP I-IEC�4NICAL E XWAT _V-;�TC U U �,J THI RQQF— .. - .- 140 3 111� lt~tRil 3" 111i i i A LI1-ILI 11 11-HU I ]i STEAM BOILER 1 TANK R SOFTENER II 41 3' j NOFr-IALI II f=10UJEF1 31p 14� 1 TRIC J! ELECTRIC WATER HATER 11 411 '--STEAM BOILER 0 1 01 ENLA11w.-,sE0 PLAN 0 S - SANITARY 4 VENT SCALE: 1/4" m 1'-0" 2 - ------ FCO II I II 411 L CCII !-i4� IE3 T I Nc.� EXI5TN6 TOILET 3 TOILETf'l I 3 , �-) -4N. DWI ENLAMSED PLAN 010 - SANITARY 4 VENT SCALE: 1/4" - 1'-0" DiENLARGED PLAN 1111 SANITARY 4 VENT SCALE: 1/4" V-0" HOLD " I 211 211 -A I 12D ENLARGED PLAN 0 12 SANITARY 4 VENT SCALE: ENLARGED PLAN 10 13 SANITARY 4 VENT SCALE- 1/4" a 11`-0" 101 m ENLARGED PLAN 014 - SANITARY 4 VENT WALE: 1/4" -t-20 1 FXIT f=,465AGE OENLAi BED PLAN 0 15 - SANITARY 4 WiTT 5CAi 1/4" a I'-V" I IDLUMING LEGEND DESCRIPTION NEW SANITARY PIPING SYMBOLS NEW VENT PIPING - - - - - - - - - - - EXISTIW.s SANITARY PIPING - - - - - - - - - - - EXISTING VENT PIPING - - - - - - - - - - - NEW POINT OF CONNECTION RISER NUMBER 4 SWEET NUMBER Rl ABBREVIATIONS SANITARY DRAINAGE SYSTEM be, W VENT PIPING V INDIRECT DRAIN PIPING I0 DRAINAGE FIXTURE UNITS m BELOW FINISHED FLOOR B.F.F. ELECTRICAL CONTRACTOR E.C. PLUMBING CONTRACTOR P.C. GENERAL CONTRACTOR G.C. PLUMING KEYNOTES 0 I. CONNECT NEW 2" WASTE PIPING TO EXISTING 2" WASTE PIPING. (VERIFY EXACT LOCATION). 2. CONNECT NEW 1-1/2" VENT PIPING TO EXISTING 1-1/2" VENT PIPING. (VERIFY EXACT LOCATION). 3. EXISTING LAVATORY TO REMAIN. 4. EXISTING WATER CLOSET TO REMAIN. 5. EXISTING MOP SINK TO REMAIN. S REVISIONS BY AHCA COMMENTS 03.18.11 VrK oft REV. 4 PEWIT VTK 4 C)o C.) 'Lo QJ 1qr 0 -t cy) �1-- —1- C11 gw 0 C-, C'4 R 00 Cl co ti < E .C� co ox� E 04 0 �c 0 U 0z ID 1 C Eiv' F��s ��� O6101C LL C L CID < 0 C w (0 E Cn U) > a LU CL 2 C-) z 0 in C 0 x w 0 V) LL. < LLI -0 :2 0 L0 U) 0 00- (L 0 Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P10 IIG I l '... I5TINC� jl i, I I _ ..............._._....._............---------....._-- `1111 - - ----- i 1 ��I II I EXIeTINGi L-- L o ID 'I i l�Ot°��•. C C li EXSTfNG r' C?CEDLUF,E TOIL T 1 l 101 ENLARGED PLAN • 4 - WATER I GLEAN UJORK I ROOM 122 54 t! 211 I/211 1-I/2° i -1 /911 a 1/2x- 1-1/2" - el .. -71 r—t=- Ll- no 5TAF TOIL 119 CLEAN LINEN 121 1G)l MCA D PLAN • 1 - WATER IG)l MCAT -4r) PLAN N S - WATER I SCALE: 1/4" ■ 1'-0" I' SCALE: 1/4" = -0" L':_ TOILET 01 ENLARGED PLAN 0 2 - WATER SCALE: 1/4" = 1'-0" ENLARGED PLAN 0 3 - WATER SCALE: 1/4" . P-0" 1" IED f=FEf'/ 1'IEI� STOP;. i7 D ENLAD PLAN 0 6 - WATER SCALE: 1/4" = 1'-C" I IV 13 PLUMING LEGANn NEW COLD WATER PIPING - NEW NOT WATER PIPING (120') - - EXISTING COLD WATER PIPING - - EXISTING HOT WATER PIPING (120'F) - - EXISTING GATE VALVE fNAa �o- EXISTING BALL VALVE (NA.) i EXISTING UNION F NEW BALL VALVE ABBREVIATIONS j- SANITARY DRAINAGE SYSTEM SS, W VENT PIPING V COLD WATER SYSTEM CW HOT WATER SYSTEM (1207) HW INDIRECT DRAIN PIPING ID GALLONS PER MINUTE GPM DRAINAGE FIXTURE UNITS DFU BELOW FINISHED FLOOR BFF. ELECTRICAL CONTRACTOR E.C. PLUMBING CONTRACTOR P.C. GENERAL CONTRACTOR G.G. PLUMOM KEYNOTES Q I. CONNECT NEW 1/2" COLD 4 NOT WATER PIPING TO EXISTING 1/2" COLD 4 HOT WATER PIPING. (VERIFY EXACT LOCATION). 2. CONNECT NEW 1/2" COLD 4 HOT WATER PIPING TO EXISTING 3/4" COLD 4 HOT WATER PIPING. (VERIFY EXACT LOCATION). 3. CONNECT NEW 3/4" COLD 4 HOT WATER PIPING TO EXISTING 3/4" COLD 4 HOT WATER PIPING. (VERIFY EXACT LOCATION). 4. CONNECT NEW I" HOT WATER PIPING TO EXISTING P HOT WATER PIPING. (VERIFY EXACT LOCATION). S. CONNECT NEW P COLD WATER PIPING: TO EXISTING 1-1/2" COLD WATER PIPNG. (VERIFY EXACT LOCATION). 6. CONNECT NEW 1/2" COLD WATER TO EXISTING 1/2" COLD WATER PIPING. (VERIFY EXACT LOCATION. 1. CONNECT NEW V NOT WATER PIPING t0 EXISTING 3/4" HOT WATER PIPING. (VERIFY EXACT LOCATION). S. 1/2 WATER PIPING BELOW SLAB. REVISIONS BY /� HCA 18 03.18.11 YIK REV. • PERMIT 03.18.11 1/iK ur 4 0 �- ro Q E o��: x N E N co 0. 00 o C I— O E 1` Lz, 0 LO • oZTo co Imo• N 0 a 1111 14? S. ���i E OF m R 1��•C? o AL •L C 8 W ��1 A c y > E� 4 WU)� a a a o a U Z N o J C � M Q X Q V) O w U L) --y O a:Q c0 0 w T V '') — t OM Q oo 0 M a a-a� fV O LA - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet p 11 PLUMBING LECiEND 0, /4 ___V811 z z 1/2 11 DESCRIPTION SYMBOLS I 102 NEW COLD WATER PIPING I f C St---1- I I ( _- _..... _.. _ _ — — _- - . -- -- IMI-1 3 74-11- NEW HOT WATER PIPING (120*) NEW STEAM PIPING ST > 7 NEW NON -MEDICAL AIR PIPING NMA 2 _ -3/4111 I W-1w --il 1 3/4"1 ir NEW RO WATER PIPINGRO STLR- _L3 I r EXISTWs COLD WATER PIPWs -1/211 7 EXISTM HOT "TER PIPM (120T-) /211 EXISTING GATE VALVE ND-) Z I j C_ST 1/2"IV "I 1/2" EXISEXISTING13ALL VALVE (N.O-) r c— L1EXISTIEXISTINGUNION 1 NEW BALL VALVE ABBREVIATIONS -30 SANITARY DRAINAGE SYSTEM ss, W VENT PIPINGS V EXI&TIN(-::; EXIeTICOLD WATER SYSTEM CW N C 14W HOT WATER SYSTEM (120'F) EjINDIRECT DRAIN PIPING ID E->< T0,4,- 15T NT EXIT F,4eeAG-�E -sPM GALLONS, PER MINUTE C DRAINAGE FIXTURE UNITS m > MCAMier) PLAN IS - SANITARY 4 VENT BELOW FINISHED FLOOR �Jl )1Z, *CALE: 1/4" C 31 -211 ELECTRICAL CONTRACTOR E.C. III I 3/411 PLUMBING CONTRACTOR P.C. 5 GENERAL CONTRACTOR G.C. 1 ( 1/211 1 1OLWONG KEY NOTES 0 I ( .\ 1 rnENL -C WATER T� ARS. =0 PLAN 10 SCALE. 1/4 3/411 -W 1/2" COLD 4 HOT WATER PIPING TO I. CONNECT NEW z + 0 EXISTING1/2" COLD 4 HOT WATER PIPING.(VERIFY EXACT ♦ T, 3/4" 7 I ILOCATION). T_ 6 _10 3/411 T 2. EXISTING LAVATORY TO REMAIN. ST 3. EXISTING WATER CLOSET TO REMAIN. 4� 1/2" /411 /2 4. EXISTING MOP SINKTO REMAIN. 1/2 Sd�lil11-21 - 5. EXISTWATER HEATER TO REMAIN. 1/211 6. SEE TYPICAL DRAM LEG DETAIL ON SHEET OPIS. A NMA 1. 12" RISE OFF OF MAIN STEAM SUPPLY LINE. 4 V RO T­ S. STEAM PIPING RUNHIGH AS POSSIBLE 4 SLOPED FROM BOILERS TO EQUIPMENT. 101 ENLARG:ED PLAN 0 11 - WATER SCALE: 1/4" a P-W 101ENLAa-1 RCiED PLAN 0 - WATER SCALE. 1/4" I'-011 I Do— I 11211 I 1/211 I:o I 1/211 52 3 T O ENLARGED PLAN 8 WATER SCALE: 1/4" - V-011 FILTER ar FILTER 2 A' :11 OM TI R R WA SE ARGON PI SE ICE .77 VACUUM PUMP ] SHUT-OFF NON -MEDICAL A COMPRESSOR4 7q7 A :tj 7; J i9i FILTERSF kwftl� I VI -NAM I �0 (& A] Ti -THES!MOSTA MIXING VAL' 1-Z WATER X ITIFFIFT.1111]_11 oN 01 ENLARGED PLAN 0 S - WATER SCALE: 1/4" is 1'-0" O MCA PLAN 0 12 - WATER SCALE: 11 ENLARGED PLAN 0 13 - WATER SCALE: 1/4" m P-0" 0 J(DIMCARSWO PLAN 0 14 - WATER SCALE: 1/4" 2 P-0" I 0 1A REVISIONS BY ANCA COMMENTS 11 VK JENT/WNTRAWalQ REV. 4 PERMIT 03. 18. 11 vTK 00 LZ < u Cm 5 00 cc C\1 E 7Lc U5 C/) 00 E 00 cli t1_ QJ ✓ C: 0 MZ 045- 0o_ S. ... 84e I E N Q'7 4 J R E?O F1 CY) uJ E < CO Cs :2 C Cu > GI ti co Lu (d — LO 2 z _J 0 U) C :3 140 _J Cr x LLJ < Ld 2 (40 u,)) ):E 0 ;o- 00- a. 0 _J L.L. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VrK Job: 09-45 Sheet P12 f Luh'1 NG LEGEND DESCRIPTION SYMBOL8 � � � � � x <` NEW SANITARY PING JIL 4"VTR ` I NEW VENT PIPING EXISTING SANITARY PIPING ----------- I $ 12" > EXISTING VENT PIPING - - - - - - - - - - - NEW POINT OF CONNECTION ABBREVIATIONS 2'/ SANITARY DRAINAGE SYSTEM se, W 1 \ \ I 3"YrR �' �3„ VENT PIPING V INDIRECT ORAIN PIPING ID \ \ 14« \\ 2° \ I i 4�� I DRAINAGE FIXTURE UNITS DR1 j ?�' �3" BELOW FINISHED FLOOR BFF. \ �' 3i' `� ELECTRICAL CONTRACTOR E.C. PLUMBING CONTRACTOR P.C. \ \ \ \ 2 � " I \ \ \ \" �/ �' 2 u GENERAL CONTRACTOR GAG. \2" \ \ 1211 f'I,ul'18I1� ICES' NOTES O 4" 4" \ 411 \ \ FCO ' �rUJ 3 1. CONNECT NEW 2" WASTE PIPING TO EXISTING 2" WASTE PIPING. ( VERIFY EXACT LOCATION). 4' \ \ �4i I STLR-I4 \ II c \ 4 1 2�� CUFD 2. CO>`WEGt NEW 1-I/2" VENT PIPING TO EXISTING 1-1/2" VENT \ PIPING. (VERIFY EXACT LOCATION). 4"f,°t \ 1\ \ \ \ \ 3. EXISTING LAVATORY TO REMAIN. STLR-1 4" I 1211 \ \ \ J 4. EXISTING WATER CLOSET TO REMAIN. I \ \\\\ 5. EXISTING MOP SINK TO REMAIN. O SAIITAIRY RISER 10 I \211 \ SCALE. N.T.S. 1 `\ 1 I \\ \ 2« 411 j211 \\ I 2 4" I 4 1 I 1 �12"/<12"\\\\13"I I 4"4"I �1 I4u 12 I �✓ 2« 2„ 3" 1 2« I u SH-IH SANITAW RISER " 1 O SCALE: N.TS. 3" \\\ O SANITAW RISER 11 O SMITAIRY RISER 12 N. SCALE: N T.S. SCALE: N.TS. / I JIL 3°VTR 1 \ \ \2" 13" III 2 "VTR JIL N 1 \\ 1 I >I 1 1 %p O. ST • 12 211 1 \ \\« /�� 1 2« 211 1 I I \\ �' I \ i 2, 12" \ \ 2" 2 « I \ 1 3" 1 \ 1 \� MSB-I 2° 2" " I 1 311 O S NIIT,4W RISER • 13 O SANITARY RISER 14 3« SCALE: N.T.S. SCALE: N.T.S. 3" 3« 3" S\ 2" I ` \ �2« \\ .N. 2„,s., OSANITAIRY RISER 0 S SCALE: N.T.S. \ i \r\ 2"�� < 13" 12" 1 \\\3�� i211 L 2H \\ 4" C:o. \\\ 1411 4y ��� 211 I L 2H 1 I `\ 1 I 4�� 4 \ i 2° 1211 W-iH 1 1 14" I « 3 E2E I 4" 1 4« I 4 4 41a 1 4" Id)�il:l 4" 2" SANITAW RISER S SMITAW RISER • 15 SCALE: N.TS. SCALE: N.T.S. REVISIONS BY AHCA COMMENTS 03.18.11 VIK REV. • PERMIT 03.18.11 v K 0 , « �M O ULL. E 0 8 :' �x� o c � U X ¢ �, :n Y 3 • 00 0 'ov�;,i iE III/I�I SF % 871 OF 10P�•;o� •L w �'€ En E a LL Cu c � � a N c' d a � U_ Z C J � 0 •�, U 4) M C 7 M X Q cn v w V U v Q W m U') a Q oo o M a a a� N 0 LA - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P 13 9 �•.. n 'L Ind A: If 1 ! 1 !! ! II:LI= i'I I 1 _- _-- _III 11 -,I! _, I 'L I'aa! 91. II !•ia .uJ1A'I�R•ullH!�.1!11 -=1 a. •1. Li! !!t!1. Baal au_ a.-lffl !1!. 1 -- - 1 , 'II _ 1. IDLU "ZINC: LEGEND y� DESCRIPTION SYMBOLS NEW SANITARY PIPING 211 1211 ( .,�\\ Ili 3"y �.' 1� 1 1/ / NEW VENT PIPING----------- 1 \ \ 1 1 \ I \ \?" 1 / r `\ 1311 EXISTING SANITARY PIPING ----------- EXISTING VENT PIPING ---------------------- \ 6 `\ 2> I NEW PONT OF CONNECTION N, 211 1 211 ABBREVIATIONS I 1 AIR GAP I 1 1 I I 1 SANITARY DRAINAGE SYSTEM SS, W VENT PIPING V / 1-1/2" HUB 13„� DRAIN I L-2H INDIRECT DRAIN PIPING ID x ( 411 DRAINAGE FIXTURE UNITS DFU BELOW FINISHED FLOOR BFF. N, "31I �'i' 211 <a�-2 "��[ „ 4 ELECTRICAL CONTRACTOR E.C. I 1 ` \ / 11 PLUMBING CONTRACTOR P.C. C N,6 \\ GENERAL CONTRACTOR G.C. ., "R—+III � 3YI 9 11� JIL �p� 2'��`� \a PLUI''��ING KEY NO S TE O I \ `� 3" 2 11 O SANITARY RISER � 4 I. CONNECT NEW 2" WASTE PIPING TO EXISTING 2" WASTE \ 2"/' 1 g k\ /' 111 I?u < 12 \ N. ``� SCALE: N.T.s. PIPING. (VERIFY EXACT LOCATION). j l J � �/ I I 2. CONNECT NEW 2" WASTE PIPING TO EXISTING 3" WASTE "/ / I \ \ `� C PIPING. (VERIFY EXACT LOCATION). < / I 1 I /' / 3. CONNECT NEW 2" WASTE PIPING TO EXISTING 4" SANITARY Z I I 2 „ � WDB-I \ \ 2 \ II / /' PIPING. (VERIFY EXACT LOCATION). I 1211 `� II 2 AAV�c / 3 / /' 4. CONNECT NEW 4" SANITARY PIPING TO EXISTING 4" SANITARY PIPING. (VERIFY EXACT LOCATION). /' <� I 5. CONNECT NEW 1-1/2" VENT PIPING TO EXISTING 1-1/2" VENT 1211 2 PIPING. ( VERIFY EXACT LOCATION). \ I?° `\\ `��\ //' 3 I2" ``\\ b. CONNECT NEW 2" VENT PIPING TO EXISTING 2" VENT �2" I \ \ / 1 \ N.PIPING. (VERIFY EXACT LOCATION) 1 I� 1 1. CONNECT NEW 3" WASTE PIPING TO EXISTING 3" WASTE `\ I 211 1 \\ 1211 4/ \\\\ PIPING. (VERIFY EXACT LOCATION). \ 1 4 \\211 L lV/Tb3 JIL \\\ \\NII \ 2" \\\ �41�" � �� I \\\ \\\ �I 2��-� \ �\ / ' 1 •\ 211 III •\ �� � I i \\\ 1211 > \ J- �/ \\ ' \\ �2� I 1211 3 �4 /� SFV 4" oe \ / \� —411 / \ 1 1 \\ // 1211 " 4 3 `\� y� I ^� 1-1/2" HUB I 4 /' DRAIN TAll I I I I , I r AIR GAP ^ I vN00<. \ Lp I \ J 2" MSB-1 2" 1211 41 1 : * : N � I I 211 - ST ' O'• 1 \ 211 \I OSANITARY RISER 1 O SANITARY RISER • S SCALE: N.T.S. SCALE: N.T.S. /1 2'�'' 1 311NRI l l / / 1211 I' 1 1311 1 /'�,,211 �I N. \\\\11 � 1 \ I \I2 2;, 1211 I I 1211 \\II IN 411 I / TO Q�. \ 2" 1 `\ / � / i /'4" 18mG 2111 11 `` \ 12111211 \ 211 1211 \ \ \ 4" LS / 1 1 ?"; 411 411 �; W-2H I r\\\II 111 J 311 '�II L.LYBJ. Y� 11 1 211 4 W_2H 4` 1 2'� I 211 1 I 11 211 I 2" I 411 I I 12" 1 211� _14 11 �H 4 2" 1 411 u -In ?"311 1 1 L-21­1 4" -H 1 211 JEWC_IH 2" 2 "IIi�eQ z SANITARY RISER* 2 3 SANITARY RISER 3 O SANITARY RISER ( SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. REVISIONS BY AHCA COhMENTS 03.18.11 V1K 111EV. 4 t• WIT 03. IS.11 VrK c ur � o l ¢E o � a)z� = E N v, g c ti tl < G t~ �Lp oz n von •� N R ~ 0 ✓ G 1�1 ; 0- k OOF 14 s N S�••S' ��,' - $W �. ..•• i g a A%- ` C co E W fp N e� a EV LL$ g >, � 8 a Z U C � Cu C y 2n Q m co W w_ vi LO .2 o G V Z C _J N O •U, U M C � M Cr v X Q N w U U i 0 Q W w V L — / OPO -C 13. Q 00 -C O M � — a N O Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P 14 ,S' .y.. . -'Q .... - __ 1,, _ -r- , - . . .. 'r1 "�Re.� r�. 't �, jt *r_ 1 • _�.. �j�, �R - , ., . i SIC: ij . wr4-]ll._ . .. '1 l: .. . _ . - i. u��. �: Elf.'h -.�.' L �� 1 �. .in -, �•^ST %:� . D•. 311 3"$Q .._...--.. '�L4 I ❑ O HIM ❑ n--- u� - �J 0 IIII IIII IIII UU . .•.�G *. No :9 ST I •O.A' 13 h7h� n� - 00 VIM Him 3°QQ 11m 4� If 0 �I I� ��,.,✓---.....- ���/'1}"1 4"pn "�""..-,•..,_e"_'.- "''��� 3Ilm, �Ilm 0.- �/�n� limn OIC VIM — PLUMBING ROOD PLAN SCALE: 3/32" = V-0" REVISIONS BY REV. 4 PERMIT 03.18.11 VTK c \ ai UP 0 a c� o .� A E o $ Y x c � E� N o d v ti d rn as n. • Cl) ti N ti N G Lw a 1 V 0 - a i�i 0 I S'SS 0.1 Le G/OF�� N�r' •••t,��z m C92 LU g y E U rn s � g cC c > w_ w a. 0 0 a U Z C J N O LO C � M v v- X Q N v w U o U 0 v ILL. Q W w 0 Y ) q M t Q 00 OF a M L 4) CL FIRN 0 Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P 15 --TT-T - -- ----- --- 2)1 IOLLM511%* PARTIAL ROOF PLAN SCALE: 3/32" a P-011 77 JLJ UVA C- n--- - 3 101 PLU'00ING PARTIAL PLAN - STORM DRAIN 4-CALE. 3/32" a U-011 0, X ILL Illmlml I.II�J=I 402 p Sa Ft) E ---------- I- . L ------ -- ----- PLUMBING LEGEND DESCRIPTION NEW STORM DRAIN PIPING SYMBOLS —SD— NEW RAIN LEADER PIPING — RL NEW OVERFLOW RAINLEADER PIPING —ORL— ABBREVIATIONS BELOW FINISHED FLOOR sr-r-. ELECTRICAL CONTRACTOR E.C. PLUMBING CONTRACTOR P.C. GENERAL CONTRACTOR G.G. PLUM51Wx KEY NOTES 0 I. 3e STORM DRAIN PIPING. SEE CIVIL SITE PLAN FOR CONTINUATION. No S 0 A - REVISIONS BY 1194VC-04TIROACTOR REV. 4 PERMIT 03.18.11 VTK 00 > t=: co 0 v c13 1� CN pNp� in CD 23 v CN < E x QO co 'u ax`Lo Cn r— E t- oo CD Cn r1- CN t1- (u r- 0 B ui of: tt LL NV 0 W co E (D ts U) (D U� (L 2 L) z 0 U') ao -J CL x V) Lu 0 L) o V) iz < Ld U') �0 :E 0.- >% 00 00 0 = CL L. CL 0 —i LA — Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet Pis I FLASHING CLAMPED METAL ROOF DRAIN DOME LAVATORY " BY DRAIN FLANGES 4 WELL BEDDED IN ADJUSTABLE TOP OF DRAIN (SINK) FROM WATER SUY SUPPLY ROOFING CEMENT BODY EXTENSION AS REQUIRED BY INSULATION AUTOMATIC GALVANIZED BRACKET WITH FIRE RETARDANT PLUMBING PIPING ROOFING THICKNESS 1 TRAP O SHUT-OFF —�— INSERT, ATTACHED TO STRUT MEMBRANE ROOF PRIMER VALVE INSULATION VALVE. TRAP PRIMERR R 2 /2" A.T.R. TO STRUCTURE LOCKING NUT ------- ---------- H.W. STOP 1U.STOP UNION +-t-- — — — — — - CHANNEL TO SUPPORT FLOOR PENETRATION SERVICES TURN PRIMER I DRAIN LINE INTO DOUBLE SUPPORT METAL DECKING WALL 0 21" ABOVE 7rNUT WITH WASHER FINISH FLOOR DECK CLAMP FLOOR DRAIN I EP MINIMAL 1/2" G.UJ. PIPING BELOW SLAB TO FLOOR DRAIN. (TYPICAL) TO ROOF DRAIN LEADER TYPE "K" COPPER TUBINGi NO JOINTS BELOW GROUND FLOOR SLAB t CPVC BELOW 2ND FLOOR SLAB. OPROOF DRAIN DETAIL O TRAP PRIM R DETAIL O TRAP PRIMER DETAIL O WAMIER DETAIL SCALE: NONE SCALE. NONE SCALE: NONE SCALE: NONE TOP Or- NOTES: 1. ALL VENTS THROUGH ROOF SHALL _ TOP -BEAM TRUSSES BE A MIN. OF 10'-O" FROM OUTSIDE C-CLAMP C-CLAMP AIR INTAKES. _ — CONNECT t0 I �`' 2. ALL VENTS THROUGH ROOF FLASHING N TEES AS SHALL BE BY METAL ROOF TURN FLASHING REQUIRED MANUFACTURER DOWN INTO PIPE 1-1/2" NPT INSIDE TURN FLASHING °' 6" MIN VENT STACK (VTR) STEEL THREADS F DOWN INTO PIPE I -BEAM TRUSSES - _`VENT 4 LB. LEAD TAILPIECE- STACK (VTR) I FLASHING A.T.R. b" MIN. ROOFING SYSTEM. OD TUBING 4 LB. LEAD REFER TO A.T.R SLIP JOINT FLASHING ..• .:' .: - :r.:..• ARCHITECTURAL DRAWINGS FOR TYPE '. �. ROOFING SYSTEM. :,.:�:.... ;..., :;:...:. �.. AND SPECIFIC REFER TO INSTALLATION DETAILS ARCHITECTURAL I 0 0 I BAR JOIST - SEE SWIVEL RING SWIVEL RING SLIDE JOINT DRAWAND SINGS PECIpFOR TYPE i STRUCTURAL INSTALLATION DETAILS RISER CLAMP. RISER CLAMP. NOTES: ATTACH TO ATTACH t0 1. ALL VENTS THROUGH ROOF SHALL BE A BUILDING BUILDING MIN. OF 10'-0" FROM OUTSIDE AIR INTAKES. STRUCTURE STRUCTURE 2. ALL VENTS THROUGH ROOF FLASHING SHALL BE BY METAL ROOF MANUFACTURER NOTES: A. 1. ALL HANGERS TO COMPLY WITH 2O04 FLORIDA PLUMBING CODE. 2. DISTANCE BETWEEN HANGERS SHALL BE AS PER 2004 FPC TABLE 308B 3. PIPE SCHEDULE AS PER SPECIFICATION. O WAWGER DETAIL P—TRAP DETAIL O VENT TWW ROOF DETAIL Q VENT T�- M ROOF DETAIL SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE WASTE OR VENT RISER oo PIPING TO LAVATORY OR SINK GRADE OR HEAVY DUTY COVER — METAL OR WOOD STUD PAVING REQUIRED MAY I — ET SOWS lop FIRE -RETARDANT INSERT • EXTEND FOR 1/2" COPPER PIPE ;. 6" THICK ACCESS COVER AND AS A WASTE OR VENT — I ® ATTACH t0 STUDS ®�(1 CLEANOUt ASSEMBLY TCONCRETE St t TE EE FRAME % RACXET SAME SIZE AS SEWER UP TO 8" A VARIES I CHROME I I OCKI ® W/OPENINGS ON 4'" AND 8" CENTERS, DIA. WALL COVER ,ALL O TUBULAR DEVICE STEEL PIPE VARIES SEWER THREADED PLUED GGFINISHED TEE WITH UPRIGHTS SEE APPED LI ARCH. LEVELING STAINLESS STEEL BAND NOLDRTE RISER8 MATERIAL AND CLEANOUt • PLUG WALL CLEANOUT Dill I (EQUALO 0110) SIZE AS SPECIFIED .,,,,,,,,, SURFACEI 10 I I FINISHED WALL ET SCREWS FF LUSHVALVE At WATER BALANCE TIE RODS-\ x SOLDER PIPE t0 BRACKET NO -NUB WITH ACCESS COVER PIPING SAME AS FINISFLOOR HED t WR PLATEDIPER -1 2" J (EQUAL TO HOLDRITE M02) SPECIFICATION NOTE: CARRIER WITH CONCEALED AR1" 6 TO 5E RATED FOR 250 L55. OF LOAD APPLIED TO THE FRONT EDGE OF THE FIXTURE. 2—WAY CARADE CLEANOUT DETAIL WALL CLEANOUT DETAIL n LAVATORY CARRIER DETAIL 101WATER 10110INC SUPPORTS DETAIL SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE PLU 15ING DETAILS SCALE: NONE REVISIONS BY JENTAC-MTRACTOR RSV. 4 EM11T 03.18. II 1/iK _ M 2 �- E �-. 0 ► x Ni d 4 co 0�0 O C gC U Cq ¢ ¢m'v QJ o x n It - CO ��� CIQ ch N It- C rz t�ctia'. c all -, � pr. o S. tstss .•GE N S E •. �i . •. . ` * •• �: No S cr. : W„ pF : W ZP ,'$,fit Mw O Q• 5 � Ti ih N o o �, m C Q LLg C6 0 a� w �g E <�g 4' U 9 1ca v g C y E.9 Q - m c co W CA m � m• v 4) a U_ Z J 01 O_ In .N IV M C 7 M X Q N O w V U — O 0 0 iz Q Ld w L _ O N7 .� a Q ; 0 0 M a a a� N O J u- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P 17 ! k.l ��-!!!Li��-!!!��i I u I I I I I I RI I '-I! I9011iIIII 9119 !0E 11 11 I'I' III I I I I I 4 Al I 1 I 1 1 II 1 I. 191 111 ' =:1 901 '111 1:1lLE:A�nu !! !� !. _E.i ! it I - 1111111/ �! !-. 1 =11 1 1 I 1/211 / INCOMING: DOMESTIC }}----�� WATER 65 GPM SM. FILTER SALT/BRINE TANK WATER SOFTENER BYPASS M WATER SOFTENER 65 GPM 2-1/2" SOFTENED WATER TO FACILITY 3/411 ;oo RO STORAGE TANK 3/411 RO WATER TO DS-610 WASHER ST ST}� T ro 0 I lui BOILER M 3 ?G./ �,w B01LER "2 FLOOR—FL.S. FLU FLOOR SINK SINK TO WASTE TO WASTE SYSTEM SYSTEM (DiwATER wFTENERy RO SYSTEM, STEAM cvENERATORS- SCHEMATIC. PIPING: DETAIL SCALE: NONE 3/411 TO BUILDING SYSTEM 120• dd 120,- FROM WATER SOFTENER - 2 J 3/411 1 I 2'1 ' I I • 0 111 A I I I 1-1/4" Y$ i-1/411 I SHUTOFF VALVE (TYP.) 1/211 BYPASS---r I I —1/2" BYPASS I � I ELE. _ Ems. -I ^ I — I -CHECX VALVE (TYP.) CLOCK TIMER I -z I I I TACO No.4PC95 1/211 I RCP -I NOTES: I THERMOSTATIC MIXING VALVE I. EWH-1 - ELECTRIC TEMP. AUQASTAT i — ASSEMBLY (SEE DETAIL) WATER HEATER TACO No. 4P'Cc* (SEE SCHEDULE) 2. EXT-i - EXPANSION TAW I I _ I THERMOMETER (TYP.) (SEE SCHEDULE) 3. RCP-1 - RECIRCULATING PUMP FULL SIZE (SEE SCHEDULE) T4P RELIEF 3/411 4. AQUASTAT CONTROLS (SEE DETAIL) VISC.HARGE EWH BASE 5. (S- VACUUM RELIEF VALVE DRAM r-- 1p� / FLOOR IEEE SCHEDULE) PIPES /// 6. INSTALL THERMOSTATIC MIXING VALVE IN OVER FDFv STRICT ACCORDANCE W/MANUFACTURE'S INSTRUCTIONS, WHICH TAKE PRECEDENCE OVER THIS DIAGRAM. 0 ELECTRIC WATER HEATER DETAIL SCALE: NONE NMACF 1 NMAGF 1 FRONT NMAGD-1 • 1/211 TO FACILITY O .... AIR LINE O CONN. ELECTRICAL CONNECTION NMAC-I LECTRICAL C40NNECTION F.L.S. 1/2" AIR LINE CONNECTION FLOOR DRAIN FUNNEL V7 TO WASTE SYSTEM 0 AIR CF01PRESSOR- SCHEMATIC PIPING DETAIL SCALE: NONE E11NOPICATES WHERE THE POINT OFdo LER PLUMBING AND ING PLUMBING CONNECT. THERMOSTATIC MIXING - VALVE ASSEMBLY (SEE SCHEDULE) HOT WATER SUPPLY — � 140• 1-1/4' HOT WATER STORAGE E I HEAT � ^ — � TRAP 3/4" VALVE ---120° 211LBAILANCING COLD VALVE Son UPPLY -1/2" (120•) DOMESTIC WATER SUPPLY BALL VALVE FOR SETUP 16 1/2" BY-f WITH CH1: BALANCING VALVE AND CHECK ON EACH RETURN LINE T T AQUASTAT .. RECIRCULATOR DOMESTIC HOT WATER RETURN L1° OTWRMOSTATIC MIXING VALVE PIPIW-s DETAIL SCALE: NONE VERTICAL RISE BRANCH LINE END OF MAN STEAM MAIN WYE STRAINER STEAM TRAP GLOBE VALVE UNION TO DRAIN NOTES: IIEE 3/4" GM 410 IRON PIPE OR EGUIVILMWT PIPING FM IED WN STEAM • "-ldit M9IT-32011 KOP STEAM ORANCN LINES LNM ID' OR TRAMS ARE 101E6UIRED ELOPE ORANCN LINES I' OR MORE PER WIDOW WILL MWM MAN TYPICAL DRAIN LECI DETAIL SCALE: NONE REVISIONS BY IEW=NTRACTOR REV. 4 PERMIT 03.18.11 a Y rs" ►—I —1 Q E � I 0 � � N = E� � U Q E t` Q C'i 3 oxLn ti o00 Cl) N 0 s 'O �PN�O S. C E N j4$' ' �\ •'; No 51871 r JW& S � # -ON Cl) o 0 U O c Q Q ^� N W C g� C Lu 1n E U :n r� $ U � C $ 'o W Lu) �o a o a CL U Z N C 'J C M X- Q N p w U .° U O Q W N m L rn M -C 0 Q ; : 00 L7 rn sa CL a� N O J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: RLT Drawn: VTK Job: 09-45 Sheet P 18 MECHANICAL WmNSRAL NOTES 1. THE DESIGN DRAWINGS OF ALL CATEGORIES AND TRADES (ARCHITECTURAL, STRUCTURAL, PLUMBING, FIRE PROTECTION, CIVIL, MECHANICAL, HEATING, VENTILATING AND AIR CONDITIONING AND ELECTRICAL) AND ALL SPECIFICATIONS AND SHOP DRAWINGS MUST BE EXAMINED AND BE VIEWED IN CONNECTION AND CONJUNCTION WITH EACH OTHER TO INSURE THE PROPER LOCATION OF ALL DEVICES AND EQUIPMENT. MAKE PARTICULAR NOTE OF LOCATIONS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. 2. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EXISTING ROOF PENETRATION NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE ROOF PENETRATION IS COVERED WITH A WEATHERPROOF CAP AND SEALED. 3. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EXISTING SURFACE NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE SURFACE IS REPAIRED / REFINISHED TO MATCH EXISTING. 4. WHERE BRANCH DUCTS ARE REMOVED FROM AN EXISTING MAIN DUCT NOT TO BE DEMOLISHED, THE MECHANICAL CONTRACTOR SHALL PATCH AND SEAL THE MAIN DUCT PER THE SPECIFICATIONS. 5. WHERE EXISTING DUCT INSULATION IS DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL REPAIR THE DUCT INSULATION PER THE SPECIFICATIONS. 6. WHERE EXISTING FLEXIBLE DUCT SUPPORTS ARE DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL PROVIDE OR REPAIR THE FLEXIBLE DUCT SUPPORTS PER THE SPECIFICATIONS. 1. ROUTE EXHAUST AND OUTSIDE AIR OUCTWORK ABOVE ALL OTHER HVAC SYSTEM COMPONENTS WHERE POSSIBLE. VERIFY ALL CLEARANCES PRIOR TO COMMENCEMENT OF WORK 8. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL VOLUME DAMPERS ARE ACCESSIBLE. �SAr- I tS SERVING OPERATING AND RECOVERY S ALL BE "FLEX MASTER 8M" O�R' ERi"10 FLEXMK-E" HOSPITAL GRADMORE INFORMATI 10. SHUTTING DOWN 012 RTU/AHU FOR MAINTENANCE WILL ALSO SHUT DOWN ALL ASSOCIATED EXHAUST FANS IN SAME SMOKE COMPARTMENT. REFER TO EXHAUST FAN SCHEDULE FOR MORE INFORMATION. 11. FOR ROOF MOUNTED AIR HANDLERS, CUT DECK FOR DUCT DROPS ONLY, INSULATE INSIDE OF ROOF CURB AND DECK WITH TWO LAYERS OF ACOUSTICAL INSULATION, TO PREVENT SOUND TRANSMISSION TO OCCUPIED SPACE BELOW. SPECIFICATIONS AND THICKNESS FOR INSULATION SHALL OBTAINED FROM ARCHITECT PRIOR TO INSTALLATION OF UNIT. TYPICAL FOR ALL UNITS. 12. ROUTE A CONDENSATE DRAIN LINE FROM ROOFTOP UNITS TO THE PRIMARY ROOF DRAIN SYSTEM. FINAL TERMINATION IS SITE STORM SEWER ANCHOR THE CONDENSATE PIPES ON ROOF, TO ROOF STRUCTURES TO WITHSTAND MIN. 140 MILES PER HOUR WIND GUST UPLIFT. 13. ROUTE CONDENSATE DRAIN FROM PATIENT ROOM AIR HANDLERS TO EXTERIOR AND CONNECT TO PRIMARY STORM PIPING WITH BACK CHECK VALVE AND OVERFLOW GOOSENECK USE MINIMUM 2" PIPE BELOW GROUND. 14. LOCATION OF ROOF MOUNTED EQUIPMENT SHALL BE EVALUATED BY THE STRUCTURAL ENGINEER PRIOR TO PLACING EQUIPMENT ON THE ROOF. 15. GFI RECEPTACLES ARE TO BE PROVIDED BY DIVISION 16 TO SERVICE MECHANICAL EQUIPMENT ON ROOF AS DEFINED IN NFPA-10 (2002) PARAORAPH 210.63. 16. PROVIDE FIRE/SMOKE DAMPERS AT EVERT' PENETRATION OF A FIRE/SMOKE CHASE. 11. ALL OUTSIDE AIR INTAKES TO BE A MINIMUM 36" ABOVE ROOF SURFACE, FOR ROOFTOP APPLICATIONS, AND 6'-0" ABOVE GRADE FOR WALL OPENINGS. I& PROVIDE DIELECTRIC UNIONS AT ALL PIPING POINTS OF CONNECTION BETWEEN DISSIMILAR METALS. O�oS �v E N SF•.;S • No 51871 • *' M 9 •• S E OF c t> •T�� MECHMICAL SI-I ET INPEX M0.1 MECHANICAL LEGEND, AND NOTES M02 MECHANICAL SPECIFICATIONS M1.0 MECHANICAL DEMOLITION PLAN M20 MECHANICAL RENOVATION PLAN M2J MECHANICAL RENOVATION PLAN M2.2 MECHANICAL RENOVATION PLAN M23 MECHANICAL RENOVATION PLAN M2.4 MECHANICAL RENOVATION PLAN M3.0 MECHANICAL SCHEDULES M40 MECHANICAL DETAILS M4.1 MECHANICAL DETAILS J Z EXISTING CEILING DIFFUSER/GRILLE (LAY -IN) SO R3 EG Co 0 ® NEW CEILING DIFFUSER/GRILLE (LAY -IN) _ _ _ _ I EXISTING HIGH PRESSURE DUCTWORK r - - - - EXISTING LOW PRESSURE DUCTWORK NEW HIGH PRESSURE DUCTWORK TO BE REMOVED NEW POINT OF CONNECTION SUPPLY DUCTWORK TRANSITION UP OR DOWN a Go RETURN DUCTWORK TRANSITION UP OR DOWN EXHAUST DUCTWORK TRANSITION UP OR DOWN DUCTWORK CROSSOVER OR CROSSUNDER AT THE MECHANICAL CONTRACTOR'S DISCRETION 90' ELBOW WITH TURNING VANES 45' ELBOW WITH TURNING VANES Pl SPIN -IN FITTING SPIN -IN FITTING WITH DAMPER FLEXIBLE DUCT CONNECTION FIRE DAMPER -)I, FIRE/81`* OKE DAMPER I VOLUME DAMPER VS ACCESS PANEL co NEW CONDENSATE LINE Rgm NEW REFRIGERANT LINES --A�r- DIRECTION OF AIR FLOW U-- DOOR UNDERCUT SD SMOKE DETECTOR OTEMPERATURE SENSOR / THERMOSTAT W x D RECTANGULAR DUCT WIDTH x DEPTH (INCHES) 0 ROUND DUCT DIAMETER (INCHES) EQ pNgoq NO EQUIPMENT TAG MECHANICAL ISASIS OF DESIGN INDOOR AIJR DESIGN CONDITIONS: ._ .- COOLING 0.4% DB/MCWB - 924'F / 11AT- HEATING * 99.6% OB - 38.4•F BASED ON 20M ASHRAE FUNDAMENTALS ASHRAE LOCATION: TAMPA INTERNATIONAL AP, FL. ACTUAL LOCATION: ZEF'HYRHILLS, FL. ENVELOPE DESIGN CONDITIONS: WALL INSULATION 16 B-11 ROOF INSULATION IS R115 GLASS U-VALUE IS 0.46 GLASS -SHADING COEFFICIENT IS &A ENVELOPE DESIGN CONDITIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR ACTUAL CONSTRUCTS. EQUIPMENT SUBMITTALS WHEN PROVIDING SUBMITTAL DATA ON EQUIPMENT, CLEARLY INDICATE MODEL NUMBER, SELECTION, ELECTRICAL DATA (VOLTS/PHASE/AMPS/ETC-), AND ALL ACCESSORIES. UNMARKED COPIED OF EQUIPMENT CUT SHEETS AND INCOMPLETE SUBMITTALS WILL BE RETURNED AND REQUIRE RESUBMISSION. SEE MECHANICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REVISIONS By AHCA C.Oh1MET17S 03.18.11 MIIw REV. t PERMIT 03. I8.11 YTK C CCffm..11 o U E "m o ro ti O U r>, v ? E � ox� C/)ti -- �ti C00 �Cti N 0 ✓ c a I �j -o'_ , Jag" y-_ al dLi C - 0 m C; w o�� U) � �g E U d S� y � U Q C m � • � W�� �o > d R obi 0 Z N � J � O .y V i M °a J cn x Q U - 0 Q L w m L y M ._ 0.0 Q 00 s O M d a m N 0 J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet MOO 1 MECHANICAL GENERAL SPECIFICATIONS CONTRACTOR SHALL PROVIDE METALAIRE MODEL TBPF / MECHANICAL EQUIPMENT IN THE SCOPE OF WORK AS FOLLOWING INTERVALS: THREE (3) FEET FOR CONDENSATE TITUS MODEL TRM PLASTER FRAMES. THE FRAMES MAY BE REQUESTED BY THE OWNER THIS MAY INCLUDE MAKING - ALL OTHER RETURN DUCTWORK: 1.0 IWG NEGATIVE STATIC DRAIN LINES CONSTRUCTED OF PVC, SIX (6) FEET FOR ALUMINUM IN NON -FIRE -RATED CEILINGS BUT MUST BE STEEL PROVISIONS TO RECLAIM THE REFRIGERANT. THE MECHANICAL PRESSURE AND VELOCITIES LESS THAN 1600 FPM. CONDENSATE DRAIN LINES CONSTRUCTED OF COPPER, AND 1. GENERAL RESPONSIBILITIES OF THE CONTRACTORS IN FIRE -RATED CEILINGS. THE MECHANICAL CONTRACTOR CONTRACTOR SHALL REMOVE EXISTING MECHANICAL TEN (10) FEET FOR CONDENSATE LINES CONSTRUCTED OF SHALL COORDINATE THE FINISH OF ALL DIFFUSERS AND EQUIPMENT NOT REQUESTED BY THE OWNER FROM THE - ALL EXHAUST AIR DUCTWORK: 1.0 IWG POSITIVE OR STEEL. CONDENSATE DRAIN LINE SUPPORTS SHALL BE FIXED THE GENERAL, MECHANICAL, AND ELECTRICAL GRILLES, EXPOSED DUCTWORK, GRAVITY VENTILATORS, PROJECT SITE AND DISPOSE OF IT IN ACCORDANCE WITH ALL NEGATIVE STATIC PRESSURE AND VELOCITIES LESS THAN SOLIDLY IN PLACE. CONTRACTORS SHALL PROVIDE THE LABOR, MATERIALS, LOUVERS, AND WALL CAPS WITH THE ARCHITECT. ALL APPLICABLE LAWS. 1600 FPM. AND EQUIPMENT REQUIRED FOR THE HEATING, VENTILATION, VISIBLE EXTERIOR COMPONENTS (SUCH AS EXPOSED THE MECHANICAL CONTRACTOR SHALL ROUTE CONDENSATE AND AIR CONDITIONING SYSTEMS AS DESCRIBED IN THE DUCTWORK AND LOUVERS) SHALL BE PROVIDED WITH A 4. DUCTWORK CONSTRUCTION a ANY OTHER DUCTWORK: REFER TO SMACNA ®HVAC DUCT DRAIN LINES TO THE NEW AND EXISTING ROOF DRAIN UNLESS COMPLETE SET OF CONSTRUCTION DOCUMENTS. ALL WORK PANT -GRIP FINISH. CONSTRUCTION STANDARDS®. OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS. SHALL CONFORM TO THE REQUIREMENTS OF THE 2001 THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' CONDENSATE DRAIN LINES SHALL NOT BE ROUTED TO THE FLORIDA BUILDING CODE AND 2001 FLORIDA ENERGY 3. MECHANICAL EQUIPMENT INSTALLATION NATIONAL ASSOCIATION'S "HVAC DUCT CONSTRUCTION SANITARY SEWER SYSTEM OR TO SCUPPERS. CODE (INCLUDING THE 20M SUPPLEMENTS), 2005 NATIONAL STANDARDS" SHALL BE CONSIDERED PART OF THE S. DUCT LEAKAGE PERFORMANCE ELECTRIC CODE, NFPA NATIONAL FIRE CODES, AND ALL ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AS SPECIFICATIONS FOR THIS PROJECT. ANY WORK THAT DOES THE MECHANICAL CONTRACTOR SHALL INSULATE EACH OTHER STATE AND LOCAL CODES. REQUIRED BY THE MANUFACTURERS' INSTALLATION AND NOT COMPLY WITH THESE STANDARDS MAY BE REJECTED AT FOR AIR CONDITIONING SYSTEMS OF FIFTEEN (15) TONS OR CONDENSATE DRAIN LNE WITH ONE-HALF (1/2) INCH ARMAFLEX THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY PORTION OF THE SCOPE OF WORK UNLESS SPECIFICALLY NOTED N THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION SCHEDULES OF ALL TRADES. FIXED WORK SUCH AS DUCTWORK AND SANITARY AND STORM PIPING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUIT AND FIRE PROTECTION AND WATER PIPING. ALL ELECTRICAL CONDUIT AND WATER PIPING SHALL BE INSTALLED AS CLOSE TO WALLS AND AS CLOSE TOGETHER AS POSSIBLE TO ALLOW FOR MAXIMUM DUCT ACCESSIBILITY. ALL CONTRACTORS SHALL COORDINATE THE SCOPE OF THEIR WORK AND THEIR CONSTRUCTION SCHEDULES WITH THE OWNER TO PREVENT ANY INTERRUPTIONS UNACCEPTABLE TO THE OWNER THIS MAY REQUIRE WORK AFTER NORMAL OPERATING HOURS AND/OR ON WEEKENDS. 2. BIDS, SHOP DRAWINGS, EQUIPMENT SUBMITTALS, AND CHANGE ORDERS EACH PROSPECTIVE CONTRACTOR SHALL EVALUATE THE SCOPE OF WORK THOROUGHLY PRIOR TO SUBMITTING A BID. SOME CONDUIT, PIPING, AND OTHER OBSTACLES MAY NEED TO BE RELOCATED AND SUCH RELOCATION SHOULD BE INCLUDED IN EACH PROSPECTIVE MECHANICAL CONTRACTOR'S BID. PRIOR TO STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL PROVIDE THE SERVICES OF A STRUCTURAL ENGINEER WHO SHALL VERIFY THE CORRECT INSTALLATION AND ATTACHMENT OF EACH ITEM OF ROOF -MOUNTED EQUIPMENT TO THE STRUCTURE AND EACH ITEM OF EXTERIOR GROUND -MOUNTED EQUIPMENT TO ITS ASSOCIATED HOUSEKEEPING PAD IN ORDER TO WITHSTAND THE DESIGN WINDLOAD. PRIOR TO STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL STUDY THE COMPLETE SET OF CONSTRUCTION DOCUMENTS AND COORDINATE WITH THE OTHER TRADES AS REQUIRED TO PROVIDE SHOP DRAWINGS TO SUBMIT TO THE MECHANICAL ENGINEER FOR APPROVAL. THE SHOP DRAWNGS MAY BE SUBMITTED AS NAND -DRAWN NOTES UPON A COPY OF THE CONSTRUCTION DOCUMENTS IF PERMISSION IS OBTAINED FROM THE MECHANICAL ENGINEER THE CONSTRUCTION DOCUMENTS ARE DIAGRAMMATIC IN NATURE AND INTENDED SOLELY TO CLARIFY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. THE CONSTRUCTION DOCUMENTS ARE NOT INTENDED TO ALERT THE CONTRACTORS OF ALL OBSTACLES. THE SHOP DRAWINGS SHALL SHOW THE COORDINATION OF DUCTWORK AND MECHANICAL EQUIPMENT INSTALLATION WITH EXISTING AND NEW OBSTACLES INCLUDING, BUT NOT LIMITED TO, ELECTRICAL CONDUITS, FIRE PROTECTION PIPING, RAIN LEADERS, SANITARY DRAINS, STRUCTURAL MEMBERS, AND WATER PIPING, AS WELL AS THE MECHANICAL EQUIPMENT MANUFACTURERS' RECOMMENDED CLEARANCES AND THE STRUCTURAL ENGINEER'S RECOMMENDATIONS REGARDING THE INSTALLATION AND ATTACHMENT OF ROOF -MOUNTED EQUIPMENT. THE MECHANICAL CONTRACTOR SHALL ALSO SHOW THE EXISTING CONDITIONS ON THE SHOP DRAWINGS WHERE THE EXISTING CONDITIONS ARE DIFFERENT FROM THOSE SHOWN ON THE CONSTRUCTION DOCUMENTS. PRIOR TO STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL STUDY THE COMPLETE SET OF CONSTRUCTION DOCUMENTS AND COORDINATE WITH THE MANUFACTURERS AS REQUIRED TO PROVIDE EQUIPMENT SUBMITTALS TO SUBMIT TO THE MECHANICAL ENGINEER FOR APPROVAL. THE EQUIPMENT SUBMITTALS SHALL INCLUDE DIMENSIONS, WEIGHTS, SPECIFIED ACCESSORIES AND REQUIRED CLEARANCES, AS WELL AS FAN CURVES, SOUND LEVELS, CONSTRUCTION DETAILS, WARRANTY INFORMATION, AND ALL OTHER RELEVANT DATA PRESENTED IN THE SAME FORMAT AS THE EQUIPMENT SCHEDULES ON THE CONSTRUCTION DOCUMENTS. THE MECHANICAL ENGINEER'S APPROVAL OF THE SHOP DRAWINGS AND EQUIPMENT SUBMITTALS DOES NOT IN ANY WAY RELIEVE THE MECHANICAL CONTRACTOR FROM HIS/HER RESPONSIBILITY TO FURNISH EQUIPMENT AND MATERIALS AND/OR PERFORM WORK AS REQUIRED BY THE CONSTRUCTION DOCUMENTS. THE MECHANICAL ENGINEER MAY REQUIRE THE MECHANICAL CONTRACTOR TO REDO ANY WORK THAT DOES NOT MEET THE DESIGN INTENT OF THE MECHANICAL ENGINEER OR THE MECHANICAL ENGINEER MAY REQUIRE A CREDIT TO THE OWNER ALTERNATIVES TO THE SCHEDULED EQUIPMENT AND MATERIALS MUST BE EQUAL TO OR EXCEED THOSE SCHEDULED. IF SUBSTITUTIONS FOR SCHEDULED EQUIPMENT AND MATERIALS ARE TO BE MADE, THEN THE MECHANICAL CONTRACTOR SHALL FIRST SUBMIT TO THE MECHANICAL ENGINEER COMPARATIVE LITERATURE CLEARLY SHOWING THE EQUIVALENT OPERATING CAPABILITIES AND OTHER PROPERTIES OF THE SUBSTITUTIONS. ALL DEVIATIONS MST BE CLEARLY IDENTIFIED AND A REQUEST MUST BE MADE SPECIFIC FOR ALL DEVIATIONS. WHEN SUBSTITUTIONS ARE MADE, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY OF COORDINATING WITH OTHER TRADES ON ANY CHANGES REQUIRED FOR THE SUBSTITUTION, INCLUDING COSTS, ASSOCIATED WITH OUCTWIOI K, PIPING, ELECTRICAL AND STRUCTURAL TO IMPLEMENT THE SUBSTITUTED ITEM(S). EQUIPMENT BY THE FOLLOWING MANUFACTURERS MAY BE SUBMITTED FOR APPROVAL AS SUBSTITUTIONS FOR AIR CONDITIONING EQUIPMENT: CARRIER LENNOX, MCQUAY, TRANE, AND YORK EQUIPMENT BY THE FOLLOWING MANUFACTURERS MAY BE SUBMITTED FOR APPROVAL AS SUBSTITUTIONS FOR VARIABLE FREQUENCY DRIVES: ABB, DANFOSS-GRAHAM, MAGNETEK, SQUARE D, AND SIEMENS. THE MECHANICAL CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE DIFFUSERS AND GRILLES AND SUBMIT A REQUEST -FOR -INFORMATION IF THERE IS A CONFLICT BETWEEN THE ARCHITECTURAL AND MECHANICAL PORTIONS OF THE CONSTRUCTION DOCUMENTS. THE MECHANICAL CONTRACTOR SHALL ALSO VERIFY THE TYPES OF CEILINGS IN THE SCOPE OF WORK PRIOR TO ORDERING DIFFUSERS AND GRILLES. FOR DIFFUSERS AND GRILLES LOCATED N PLASTER OR GYPSUM CEILINGS, THE MECHANICAL MAINTENANCE MANUALS. THOSE MANUALS WILL TYPICALLY PROVIDE MORE DETAIL THAN THE CONSTRUCTION DOCUMENTS. IF THERE IS A CONFLICT BETWEEN TIRE INSTALLATION AND MAINTENANCE MANUALS AND THE CONSTRUCTION DOCUMENTS, THEN THE MECHANICAL CONTRACTOR SHALL SUBMIT A RECAJEST-FOR-INFORMATION TO THE MECHANICAL ENGINEER ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT SUFFICIENT CLEARANCES ARE PROVIDED FOR MAINTENANCE. ALL MECHANICAL EQUIPMENT AT A HEIGHT GREATER THAN SIXTEEN (16) FEET SHALL HAVE A PERMANENT MEANS OF ACCESS. ALL COMPRESSORS SHALL HAVE A MINIMUM OF THIRTY (30) INCHES OF CLEAR SPACE ON THE SERVICE SIDE(S). THE MECHANICAL CONTRACTOR SHALL SET EACH ITEM OF ROOF -MOUNTED MECHANICAL EQUIPMENT ON A FACTORY CURB, CURB ADAPTER, OR ON A MINIMUM OF FOUR (4) PHP SYSTEMS/DESIGN MODEL RTU-20 EQUIPMENT SUPPORTS AT THE HEIGHT REQUIRED BY TABLE 15M1 OF THE 2001 FLORIDA BUILDNG CODE WITH 2OM SUPPLEMENTS, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS. THE MECHANICAL CONTRACTOR SHALL PROVIDE VIBRATION ISOLATION AS RECOMMENDED BY THE MANUFACTURERS AND/OR REQUIRED BY THE MECHANICAL ENGINEER TO ENSURE QUIET OPERATION OF THE MECHANICAL EQUIPMENT. NO UNDUE VIBRATION OR SOUND SHALL BE TRANSMITTED TO THE STRUCTURE OR ANY OCCUPIED SPACES WITHIN THE STRUCTURE. THE MECHANICAL CONTRACTOR SHALL PROVIDE FILTER RACKS FOR THE MECHANICAL EQUIPMENT AS REQUIRED. THE FILTER RACKS SHALL BE INSTALLED SUCH THAT SUFFICIENT CLEARANCES ARE PROVIDED FOR MAINTENANCE AND SHALL BE SEALED AIRTIGHT. THE MECHANICAL CONTRACTOR SHALL PROVIDE A TOTAL OF THREE (3) COMPLETE SETS OF FILTERS FOR ALL MECHANICAL EQUIPMENT IN THE SIZE AND ARRANGEMENT RECOMMENDED BY THE MANUFACTURER THE FILTERS SHALL PROVIDE ASHRAE FILTRATION EFFICIENCY AS SHOWN ON THE CONSTRICTION DOCUMENTS OR 30% ASHRAE FILTRATION EFFICIENCY (MERV 1) IF NO HIGHER VALUE IS SPECIFIED. THE MECHANICAL CONTRACTOR SHALL PROVIDE A SECONDARY DRAIN PAN AND A FLOAT SWITCH UNDER EACH AIR HANDLER THE FLOAT SWITCH SHALL SHUT ITS ASSOCIATED AIR HANDLER DOWN IF OVERFLOW IS DETECTED. ALL REFRIGERANT LINES AND ACCESSORIES SHALL BE SIZED AND INSTALLED PER THE EQUIPMENT MANUFACTURERS' RECOMMENDATIONS. THE MECHANICAL CONTRACTOR AND MANUFACTURERS SHALL STUDY THE COMPLETE SET OF CONSTRUCTION DOCUMENTS AND EXISTING AND PROPOSED CONDITIONS TO ENSURE THAT THE MECHANICAL EQUIPMENT HAS THE CAPACITY TO PROPERLY RETURN OIL TO THE COMPRESSORS. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE MANUFACTURERS ARE AWARE OF TI-E HORIZONTAL DISTANCE AND VERTICAL RISE BETWEEN EACH AIR HANDLER AND ITS ASSOCIATED CONDENSING UNIT. THE MECHANICAL CONTRACTOR SHALL PROVIDE A REFRIGERANT RISER DIAGRAM SHOWING ALL REFRIGERANT LINE SIZES AND ACCESSORIES WITH THE EQUIPMENT SUBMITTALS. REFRIGERANT LINES SHALL BE FILLED WITH DRY NITROGEN DURING SOLDERING. THE MECHANICAL CONTRACTOR SHALL TEST, CLEAN, AND DEHYDRATE ALL REFRIGERANT LINES AND PROVIDE THE CRITICAL CHARGES OF REFRIGERANT PER THE MECHANICAL EQUIPMENT MANUFACTURERS' RECOMMENDATIONS. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY VALVES, TRAPS, SIGHT GLASSES, AND OTHER ACCESSORIES AS RECOMMENDED BY THE MECHANICAL EQUIPMENT MANUFACTURERS. SERVICE FITTINGS SHALL BE ACCESSIBLE. EACH OX SPLIT SYSTEM'S AIR HANDLER AND CONDENSING UNIT SHALL BE BY ONE MANUFACTURER AND SHALL HAVE OR EXCEED THE CAPACITIES LISTED IN THE EQUIPMENT SCHEDULES ON THE CONSTRICTION DOCUMENTS. EACH ELECTRIC HEATER SHALL HAVE OR EXCEED THE CAPACITIES AND ELECTRICAL REQUIREMENTS LISTED IN THE EQUIPMENT SCHEDULES ON THE CONSTRUCTION DOCUMENTS. THE MANUFACTURERS AND THE MECHANICAL CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL OX MECHANICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, AN ANTI -SHORT -CYCLE TIMER FOR EACH COMPRESSOR, HEAD PRESSURE CONTROL, HIGH PRESSURE CONTROL (MANUAL RESET), AND LOU) PRESSURE CONTROL (AUTO RESET). THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL STARTERS, CONTACTORS, RELAYS, CONTROLS, AND ACCESSORIES NECESSARY TO PROVIDE A COMPLETE AND WORKING POWER AND CONTROL SYSTEM FOR THE MECHANICAL EQUPMENT WITHIN THE SCOPE OF WORK THE ELECTRICAL CONTRACTOR WILL PROVIDE ALL DISCONNECT SWITCHES, CONDUIT, AND WIRING FOR THE MECHANICAL EQUIPMENT WITHIN THE SCOPE OF WORK ALL ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER OPERATION OF THE COMPLETE SYSTEM AND SHALL ENSURE THAT WIRING DIAGRAMS ARE PROVIDED TO THE OWNER NO WIRING OF ANY KIND SHALL BE EXPOSED IN FINISHED AREAS. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL MECHANICAL EQUIPMENT IS STARTED, TESTED, ADJUSTED, AND PLACED IN SATISFACTORY OPERATING CONDITION PRIOR TO SUBSTANTIAL COMPLETION. THE MECHANICAL CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP, MATERIALS, AND MECHANICAL EQUIPMENT TO BE FREE OF DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AND SHALL REPAIR ANY DEFECTS OCCURRING WITHIN THAT TIME WITHOUT COST TO T14E OWNER ALL MECHANICAL EQUIPMENT N THE SCOPE OF WORK SHALL BE COVERED FOR THE DURATION OF THE MANUFACTURERS' GUARANTEES OR WARRANTIES AND THE CONTRACTOR SHALL PROVIDE THE OWNER WITH ORIGINALS OF ALL MANUFACTURERS' GUARANTEES AND WARRANTIES. ALL COMPRESSORS SHALL BE PROVIDED WITH A MINIMUM FIVE (5) YEAR WARRANTY. ANY TIME DURING THE PROJECT. ALL EXHAUST AIR DUCTWORK SHALL BE SHEET METAL. ALL DUCT DIMENSIONS SHOWN ON THE CONSTRUCTION DOCUMENTS ARE INSIDE CLEAR DIMENSIONS. THE MECHANICAL CONTRACTOR SHALL PROVIDE FLEXIBLE CONNECTIONS BETWEEN EACH ITEM OF MECHANICAL EQUIPMENT AND ITS ASSOCIATED DUCT(S). ALL ITEMS OF THE HEATING, VENTILATION, AND AIR CONDITIONING SYSTEM INCLUDING, BUT NOT LIMITED TO, AIR HANDLERS, FANS, DUCTWORK, DIFFUSERS, AND GRILLES SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM, BUT INSTEAD SHALL BE SUPPORTED BY THE BUILDING STRUCTURE. ALL FORTY-FIVE (45) AND NINETY (90) DEGREE ELBOWS SHALL HAVE A ONE AND ONE-HALF (15) CENTERLINE RADIUS -TO -WIDTH OR RADIUS -TO -DEPTH RATIO OR SHALL BE CONSTRUCTED WITH SINGLE BLADE TURNING VANES. ANGULAR TAPERS SHALL BE LIMITED TO THIRTY (30) DEGREES FOR CONTRACTING TAPERS AND TWENTY (20) DEGREES FOR EXPANDING TAPERS. THE MAXIMUM LENGTH OF NEW FLEXIBLE SUPPLY DUCT SHALL BE 8'-07. FLEXIBLE RETURN DUCT SHALL NOT BE USED. DUC T CT SHALL BE INSTALLED AND SUPPORTED SO AS TO PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT DISLOCATION OR DAMAGE, AND PREVENT CONSTRICTION OF THE DUCT BELOW THE RATED DUCT DIAMETER FLEXIBLE DUCT BENDS SHALL MAINTAIN A CENTERLINE RADIUS OF NOT LESS THAN ONE AND ONE-HALF (15) DUCT DIAMETERS. SAGS SHALL NOT EXCEED ONE-HALF (05) INCH PER LINEAR FOOT OF FLEXIBLE DUCT. HANGERS, SADDLES, AND OTHER SUPPORTS SHALL HAVE A MINIMUM WIDTH OF ONE AND ONE-HALF (15) INCHES. THE MECHANICAL CONTRACTOR SHALL PROVIDE SUPPORT FOR NEW AND EXISTING FLEXIBLE DUCTWORK IN THE SCOPE OF WORK WITH A MAXIMUM SPACING OF 5'-0 , UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS OR AUTHORIZED BY THE MECHANICAL ENGINEER SURFACES UPON WHICH CLOSURE OR SEALING PRODUCTS ARE TO BE APPLIED SHALL BE CLEAN AND DRY IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL DUCTWORK SHALL BE SEALED WITH A NON-HARDENNG, NON -MIGRATING MASTIC OR LIQUID ELASTIC SEALANT AS REQUIRED TO MEET THE 2001 FLORIDA ENERGY CODE (INCLUDING THE 2009 SUPPLEMENTS). THE MECHANICAL CONTRACTOR SHALL PROVIDE HOT -DIPPED GALVANIZED STEEL FASTENERS, ANCHORS, RODS, STRAPS, TRIM, AND ANGLES FOR INTERIOR DUCTWORK SUPPORTS. INTERIOR DUCTWORK SUPPORT SPACING SHALL NOT EXCEED W-07 . THE MECHANICAL CONTRACTOR SHALL PROVIDE INSULATION WITH A MINIMUM R-VALUE OF SIX (6) ON ALL DUCTWORK CONCEALED DUCTWORK MAY BE INSULATED WITH FLEXIBLE FIBERGLASS NSULATION, BUT ALL EXPOSED DUCTWORK (INCLUDING DUCTWORK LOCATED IN MECHANICAL ROOMS) MUST BE INSULATED WITH FIBROUS DUCTBOARD. ALL DUCTWORK INSULATION, FITTINGS, COVERS, AND FINISHES SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25, A MAXIMUM SMOKE DEVELOPMENT RATING OF 50, AND SHALL BE IN COMPLIANCE WITH NFPA 90A PROVIDE MINIMUM OF 1/2" FIBERGLASS WITH FOIL/SCRIM VAPOR BARRIER ON THE BACK PAN OF ALL NEW AIR DEVICES. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 3'-0" ABOVE THE SURROUNDING ROOF AND A MINIMUM OF 10'-0" FROM ANY EXHAUST OUTLET OR VENT PIPE (UNLESS THE VENT PIPE IS AT LEAST TWO (2) FEET ABOVE THE OUTSIDE AIR INTAKE). THE MECHANICAL CONTRACTOR SHALL PROVIDE SCREENS ON ALL OUTSIDE AIR INTAKES AND EXHAUST OUTLETS AT NO LESS THAN 1/4" BY 1/4 AND NO GREATER THAN 1/2" BY 1/2". THE MECHANICAL CONTRACTOR SHALL PROVIDE AN OPPOSED -BLADE VOLUME DAMPER FOR EVERY RECTANGULAR BRANCH AND OUTLET AND AT EVERY RECTANGULAR TAKE -OFF FOR A DIFFUSER OR GRILLE. (ROUND OR OVAL BRANCHES, OUTLETS, AND TAKE -OFFS FOR DIFFUSERS AND GRILLES SHALL BE PROVIDED WITH STANDARD VOLUME DAMPERS-) NOT ALL DAMPERS ARE SHOWN ON THE CONSTRUCTION DOCUMENTS. HOWEVER DAMPERS ARE REQUIRED FOR EVERY BRANCH, OUTLET, AND TAKE -OFF EXCEPT FOR VAV BOXES. SOME DAMPERS MAY BE REQUIRED AFTER TRANSITIONS. THE MECHANICAL CONTRACTOR SHALL ATTACH A BRIGHTLY -COLORED STRIP OF PLASTIC TAPE TO EVERY VOLUME DAMPER EXCEPT THOSE AT THE HEAD OF A DIFFUSER OR GRILLE. THE STRIP SHALL BE OF SUFFICIENT LENGTH TO HANG A MINIMUM OF 12" BELOW THE BOTTOM OF THE ASSOCIATED DUCT. THE MECHANICAL CONTRACTOR SHALL CLEARLY AND PERMANENTLY MARK EACH VOLUME DAMPER'S OPEN AND CLOSED POSITIONS. THE MECHANICAL CONTRACTOR SHALL PROVIDE A VOLUME DAMPER WITH A 2" STANDOFF WITH A LOCKING QUADRANT THAT IS 24 GAUGES OR 2 GAI S HEAVIER PROVIDE AND INSTALL `BUSKIN PRO-18" POSITIVE PRESSURE RELIEF DOORS N SUPPLY DUCTWORK FOR ALL AIR HANDLER SYSTEMS WITH VAV BOXES, SMOKE DAMPERS OR FIRE DAMPERS. PROVIDE AND INSTALL 'BUSKIN NRO-18 NEGATIVE PRESSURE RELIEF DOOR IN RETURN DUCTWORK FOR ALL AIR HANDLER SYSTEMS THAT HAVE MOTORIZED RETURN AIR DAMPERS, SMOKE DAMPERS OR FIRE DAMPERS. ALL DUCT SHALL MEET THE FOLLOWING CONSTRUCTION REQUIREMENTS: - ALL SUPPLY FOR THE FIRST TWENTY (20) FEET FROM THE SUPPLY SIDE OF THE AIR HANDLER'S FLEXIBLE CONNECTION: 4.0 IWG POSITIVE STATIC PRESSURE AND VELOCITIES LESS THAN 40M FPM. • ALL RETURN FOR THE FIRST TWENTY (20) FEET FROM RETURN SIDE OF THE AIR HANDLER'S FLEXIBLE CONNECTION: 4.0 IW13 NEGATIVE STATIC PRESSURE AND VELOCITIES LESS THAN 40M FPM. • SUPPLY DUCTWORK (UPSTREAM OF ANY VAVA 2.0 IWG THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL POSITIVE STATIC PRESSURE AND VELOCITIES LESS THAN 2500 MECHANICAL EQUIPMENT VOLTAGE REQUIREMENTS WITH THE FPM. VOLTAGE AVAILABLE AT THE PROJECT SITE PRIOR TO ORDERING ANY MECHANICAL EQUIPMENT. SUPPLY DUCTWORK (DOWNSTREAM OF ANY VAVA 1.0 IWG POSITIVE STATIC PRESSURE AND VELOCITIES LESS THAN 1600 THE MECHANICAL CONTRACTOR SHALL RETURN ANY EXISTING FPM. GREATER CAPACITY, AN INDEPENDENT TEST AND BALANCE CONTRACTOR SHALL PERFORM A DUCT LEAKAGE TEST IN COMPLIANCE WITH SMACNA'S @HVAC AIR DUCT LEAKAGE TEST MANUAL@ TO VERIFY THE FUNCTION OF THE DESIGN AND THE WORKMANSHIP OF THE MECHANICAL CONTRACTOR A DUCT LEAKAGE TEST USED TO CONFIRM DUCT LEAKAGE CLASS SHALL BE CONDUCTED AT THE PRESSURE FOR WHICH THE DUCT WAS DESIGNED AND CONSTRUCTED. DUCT CONSTRUCTION AND SEALING SYSTEMS SHALL MEET THE REQUIREMENTS OF THE 2001 FLORIDA ENERGY CODE (INCLUDING THE 2009 SUPPLEMENTS) AND SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS@. IF THERE IS A CONFLICT AMONG THE STANDARDS, THEN THE MORE STRINGENT STANDARD SHALL BE ENFORCED. THE MECHANICAL CONTRACTOR SHALL SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL PENETRATIONS TO A MAXIMUM ALLOWABLE DUCT LEAKAGE CLASS OF THREE (3) CFM PER 100 SQUARE FEET OF DUCT AREA (15%) FOR ROUND DUCT AND SIX (6) CFM PER 100 SQUARE FEET OF DUCT AREA (3%) FOR ALL OTHER DUCT TYPES, UNLESS OTHERWISE NOTED ON THE CONSTRICTION DOCUMENTS OR AUTHORIZED BY THE MECHANICAL ENGINEER TRANSVERSE JOINTS ARE CONNECTIONS OF TWO DUCT OR FITTING ELEMENTS ORIENTED PERPENDICULAR TO THE DIRECTION OF THE AIRFLOW. LONGITUDINAL SEAMS ARE JOINTS ORIENTED IN THE DIRECTION OF THE AIRFLOW. DUCT WALL PENETRATIONS ARE OPENINGS MADE BY SCREWS, NON-SELF-SEALNG FASTENERS, PIPES, TUBING, RODS, AND WIRE. ROUND AND FLAT -OVAL SPIRAL LOCK SEAMS NEED NOT BE SEALED PRIOR TO ASSEMBLY BUT SHALL BE COATED AFTER ASSEMBLY TO REDUCE LEAKAGE. ALL OTHER CONNECTIONS ARE CONSIDERED TRANSVERSE JOINTS INCLUDING, BUT NOT LIMITED TO, SPIN -INS, TAPS OR OTHER BRANCH CONNECTIONS, ACCESS DOOR FRAMES, AND DUCT CONNECTIONS TO EQUIPMENT. MORE INFORMATION IS AVAILABLE IN CHAPTER 35 OF ASHRAE'S ®RAIOAMENTALS HANDBOOKS. EXISTING DUCTWORK SHALL BE RESEALED AND SHALL HAVE THE INSULATION REPLACED TO REDUCE LEAKAGE. 6. ACCESS PANELS, FIRE DAMPERS, AND FIRE/SMOKE DAMPERS THE GENERAL AND MECHANICAL CONTRACTORS SHALL PROVIDE ACCESS PANELS TO ALLOW ACCESS TO VOLUME DAMPERS ABOVE PLASTER OR GYPSUM CEILINGS, TURNING VANES, FIRE DAMPERS, FIRE/SMOKE DAMPERS, DUCT -MOUNTED SMOKE DETECTORS, AND WHERE REQUIRED FOR THE MAINTENANCE OF ALL MECHANICAL EQUIPMENT. ACCESS PANELS SHALL HAVE A FIRE RATING EQUAL TO THE PENETRATED ASSEMBLY, WITH A MINIMUM FIRE RATING OF ONE (1) HOUR THE MECHANICAL CONTRACTOR SHALL ATTACH A BRIGHTLY -COLORED STRIP OF PLASTIC TAPE TO EVERY DUCT -MOUNTED ACCESS PANEL. THE STRIP SHALL BE OF SUFFICIENT LENGTH TO HANG A MINIMUM OF 120 BELOW THE BOTTOM OF THE ASSOCIATED DUCT. THE MECHANICAL CONTRACTOR SHALL PROVIDE A FIRE DAMPER AT EVERY DUCT PENETRATION OF A FIRE -RATED ASSEMBLY AND A FIRE/SMOKE DAMPER WITH A MINIMUM FIRE/SMOKE RATING OF TWO (2) HOURS AT EVERY DUCT PENETRATION OF A SMOKE ASSEMBLY OR CHASE. EACH FIRE/SMOKE DAMPER SHALL CLOSE AND THE ASSOCIATED AIR HANDLER SHALL SHUT DOWN IF EITHER OF THE AIR HANDLER'S OR THE SPACE'S SMOKE DETECTORS ARE ACTIVATED. THE MECHANICAL CONTRACTOR SHALL PROVIDE ADDITIONAL DUCTWORK AND PIPING SUPPORTS WITHIN EIGHTEEN (18) INCHES OF BOTH SIDES OF ALL FIRE -RATED ASSEMBLIES. DUCTWORK AND PIPING SHALL NOT BE SUPPORTED BY FIRE -RATED WALLS, BUT INSTEAD SHALL BE SUPPORTED BY THE BUILDING STRUCTURE. I. SMOKE DETECTORS INDIVIDUAL AIR HANDLING SYSTEMS WITH A DESIGN CAPACITY OF MORE THAN 2000 CFM SHALL AUTOMATICALLY SHUT DOWN BY MEANS OF AN APPROVED SMOKE DETECTOR PLACED IN THE SUPPLY AIRFLOW AFTER ANY AIR FILTERS AND BEFORE ANY BRANCH CONNECTIONS IN THE SUPPLY DUCTWORK, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SMOKE DETECTORS TO ENSURE THE SMOKE DETECTORS' COMPATIBILITY WITH THE FIRE ALARM SYSTEM. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS/HER BID ALL COSTS ASSOCIATED WITH INSTALLING ALL SMOKE DETECTORS INCLUDING, BUT NOT LIMITED TO, MAKING DUCTWORK MODIFICATIONS AS REQUIRED BY THE MANUFACTURER'S INSTRUCTIONS. THE ELECTRICAL CONTRACTOR SHALL WIRE ALL SMOKE DETECTORS. THE CONTRACTOR -PROVIDED INSTRUCTIONS TO THE OWNER FOR OPERATING AND MAINTAINING ALL MECHANICAL EQUIPMENT SHALL INCLUDE TESTING ALL AUTOMATIC SHUTDOWN DEVICES AT LEAST ONCE PER YEAR SPECIAL INSTRUCTIONS SHALL BE GIVEN WITH REGARD TO ENSURING THAT SMOKE SENSING DEVICES ARE PROPERLY CLEANED AND CALIBRATED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. MORE INFORMATION IS AVAILABLE IN CHAPTER 4 OF NFPA 90A THE MECHANICAL AND ELECTRICAL CONTRACTORS SHALL PROVIDE EACH AIR HANDLING SYSTEM WITH A MINIMUM OF ONE (1) MANUALLY -OPERABLE MEANS TO SHUT DOWN ALL SUPPLY, RETURN, EXHAUST, AND OUTSIDE AIR FANS IN AN EMERGENCY. MORE INFORMATION IS AVAILABLE IN CHAPTER 4 OF NFPA WA. S. CONDENSATE DRAIN LINES CONDENSATE DRAIN LINES SHALL BE CONSTRUCTED OF PVC (MINIMUM SCHEDULE 40), COPPER (TYPE 'L' OR HEAVIER), OR STEEL (MINIMUM SCHEDULE 40). THE MECHANICAL CONTRACTOR SHALL PROVIDE A P-TRAP AT EACH AIR HANDLER'S CONDENSATE DRAIN LINE CONNECTION. EACH CONDENSATE DRAIN LINE SHALL BE SLOPED DOWN A MINIMUM OF ONE -EIGHTH (1/8) INCH PER LINEAR FOOT TOWARD THE WHEREVER THAT CONDENSATE DRAIN LINE IS ROUTED WITHIN THE STRUCTURE OR THE CONDENSATE MAY OTHERWISE CAUSE DAMAGE. THE MECHANICAL CONTRACTOR SHALL CLEARLY LABEL ALL CONDENSATE DRAIN LINES TO INDICATE CONTENT AND DIRECTION OF FLOW. S. CONTROLS THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROLS AND SUB -CONTRACT TO THE ELECTRICAL CONTRACTOR ALL CONTROLS POWER AND TRANSFORMERS NOT IDENTIFIED IN THE ELECTRICAL PORTION OF THE CONSTRUCTION DOCUMENTS. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHAT IS REQUIRED TO INCORPORATE NEW MECHANICAL EQUIPMENT AND CONTROLS INTO THE EXISTING CONTROL SYSTEMS) AND INCLUDING ALL COSTS ASSOCIATED WITH INCORPORATING NEW MECHANICAL EQUIPMENT AND CONTROLS INTO THE EXISTING CONTROL SYSTEM(S) IN HIS/HER BID. THE CONTROLS CONTRACTOR SHALL PROVIDE A COMPLETE DESCRIPTION OF THE ENTIRE CONTROL SYSTEM, INCLUDING SCHEMATIC DRAWINGS. THE MECHANICAL CONTRACTOR SHALL PROVIDE A PROGRAMMABLE THERMOSTAT FOR EACH AIR CONDITIONING SYSTEM AS DEFINED ON CONTROLS SHEETS. THE MECHANICAL CONTRACTOR SHALL ALSO PROVIDE THERMOSTAT INTERFACE MODULE AND PROGRAMMING SOFTWARE. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE INITIAL OCCUPANCY SCHEDULES AND PROGRAMMING WITH THE OWNER AND PROVIDE TRAINING AS REQUIRED. ALL PROGRAMMING SHALL BE COMPLETED USING THERMOSTAT PROGRAMMING SOFTWARE. EACH THERMOSTAT SHALL BE INSTALLED AT 4'-6" ABOVE THE FINISHED FLOOR UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF EACH THERMOSTAT WITH THE ARCHITECT AND SUBMIT THE PROPOSED LOCATION TO THE MECHANICAL ENGINEER FOR APPROVAL. THE MECHANICAL CONTRACTOR SHALL PROVIDE COORDINATION OF ALL THERMOSTAT FINISHES WITH ROOM FINISHES AT NO ADDITIONAL COST TO THE OWNER ALL EXHAUST AIR FANS SHALL BE INTERLOCKED WITH THE AIR HANDLER SERVING THE ASSOCIATED SPACE. THE MECHANICAL CONTRACTOR SHALL PROVIDE A TIME CLOCK FOR ALL EXHAUST FANS. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE INITIAL OCCUPANCY SCHEDULES AND SETTINGS WITH THE OWNER AND PROVIDE TRANNG AS REQUIRED. EACH VARIABLE AIR VOLUME UNIT SHALL MODULATE AIRFLOW WITHIN THE MINIMUM AND MAXIMUM SETPOINTS TO MAINTAIN A SPACE TEMPERATURE OF 14'F (ADJUSTABLE). THE AIR HANDLING SYSTEM SHALL UTILIZE REHEAT TO LIMIT SUB-COOLNG TO A DEADBAND OF 4'F (ADJUSTABLE). 10. TESTING AND BALANCING THE HEATING, VENTILATION, AND AIR CONDITIONING SYSTEM THE MECHANICAL CONTRACTOR SHALL PROVIDE THE SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY TO TEST, BALANCE, AND CERTIFY THE PERFORMANCE OF THE COMPLETE HEATING, VENTILATION, AND AIR CONDITIONING SYSTEM, TO INCLUDE SUPPLY, RETURN, OUTSIDE / MAKE-UP, AND EXHAUST AIR SYSTEMS. THE TEST AND BALANCE CONTRACTOR SHALL PERFORM ALL TESTING, ADJUSTING, BALANCING, AND DATA RECORDING NECESSARY TO ESTABLISH THE CAPACITY AND QUALITY OF THE SYSTEMS AND CONFIRM THE SATISFACTORY COMPLETION OF ALL ASPECTS OF THE SCOPE OF WORK THIS WILL INCLUDE NOT ONLY. THE NEW SYSTEMS, BUT ALSO ALL OF THE EXISTING SYSTEMS THAT HAVE BEEN MODIFIED. THE TEST AND BALANCE CONTRACTOR SHALL BE AN APPROVED MEMBER OF THE AABC OR NE55 AND SHALL SPECIALIZE IN THE TESTING AND BALANCING OF HEATING, VENTILATION, AND AIR CONDITIONING SYSTEMS. THE FOLLOWING TEST AND BALANCE CONTRACTORS ARE PRE -APPROVED: THE PHOENIX AGENCY, SOUTHERN INDEPENDENT TESTING AGENCY, TEST AND BALANCE CORPORATION, AND SPEC TECH CONSULTANTS. THE MECHANICAL CONTRACTOR SHALL SUBMIT ANY NON -PRE -APPROVED TEST AND BALANCE CONTRACTOR TO THE MECHANICAL ENGINEER FOR APPROVAL PRIOR TO SUBMITTING A BID. THE TEST AND BALANCE CONTRACTOR SHALL ENSURE THAT THE BUILDING IS UNDER POSITIVE PRESSURE AT THE CONCLUSION OF THE TEST AND BALANCE PROCESS. IF THE BUILDING IS NOT UNDER POSITIVE PRESSURE AT THE CONCLUSION OF THE TEST AND BALANCE PROCESS, THEN THE TEST AND BALANCE AND MECHANICAL CONTRACTORS SHALL IMMEDIATELY AND WITHOUT DELAY NOTIFY THE ARCHITECT AND MECHANICAL ENGINEER THE TEST AND BALANCE CONTRACTOR SHALL, UPON COMPLETION OF ALL NECESSARY TESTING AND BALANCING AND AT LEAST ONE (1) WEEK PRIOR TO SUBSTANTIAL COMPLETION, SUBMIT THREE (3) BOUND COPIES OF THE TEST AND BALANCE REPORT TO THE MECHANICAL ENGINEER - THE MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS/HER BID THE COST OF ANY SHEAVE CHANGES REQUIRED FOR REBALANCING THE SYSTEM. WHEN BALANCING AN AIR HANDLER EQUIPPED WITH A VARIABLE FREQUENCY DRIVE, THE TEST AND BALANCE AND MECHANICAL CONTRACTORS SHALL PROVIDE A FAN MOTOR SHEAVE THAT CREATES THE MAXIMUM AIRFLOW POSSIBLE WITHOUT OVERLOADING THE FAN MOTOR WHEN THE VARIABLE FREQUENCY DRIVE IS IN FULL BYPASS MODE. THE VARIABLE FREQUENCY DRIVE SHALL THEN BE USED TO BALANCE T1E AIR HANDLER TO PROVIDE THE DESIGN AIRFLOW. THE TEST AND BALANCE CONTRACTOR SHALL PRE -TEST AND RECORD ALL SUPPLY, RETURN, EXHAUST, AND OUTSIDE ASSOCIATED POINT OF DISCHARGE. THE DIAMETER OF THE CONDENSATE DRAIN LINE SHALL BE EQUAL TO OR GREATER THAN THE CONDENSATE DRAIN LINE CONNECTION. TO AVOID EXCESSIVE DIPS IN AND TO PREVENT ANY SWFTNG OF THE CONDENSATE DRAIN LINES, THE MECHANICAL CONTRACTOR SHALL PROVIDE SUPPORTS AT THE AIRFLOWS FOR THE EXISTING MECHANICAL EQUIPMENT THE TEST AND BALANCE CONTRACTOR SHALL OBTAIN THE RECORD DRAWINGS TO USE AS A REFERENCE. THE TEST AND BALANCE CONTRACTOR SHALL MEET WITH THE MECHANICAL ENGINEER TO IDENTIFY ANY SYSTEM AIRFLOW DEFICIENCIES SO THAT THE MECHANICAL ENGINEER MAY PROVIDE DIRECTION AS TO HOW THE EXISTING SYSTEM(S) SHALL BE REBALANCED AFTER THE NEW AIR DISTRIBUTION IS COMPLETED. THE TEST AND BALANCE CONTRACTOR SHALL BALANCE THE SCOPE OF WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS AND RETURN AREAS OUTSIDE OF THE SCOPE OF WORK AND SERVED BY EXISTING SYSTEMS WITHIN THE SCOPE OF WORK TO THE ORIGINAL DESIGN AIRFLOWS OR RE -BALANCE THE ORIGINAL DESIGN AIRFLOWS IN LOCATIONS WHERE THE EXISTING SYSTEM MAY NOT BE BALANCED PROPERLY. I. SUBSTANTIAL AND FINAL COMPLETION THE MECHANICAL CONTRACTOR SHALL MAINTAIN A SET OF CONTINUOUSLY UPDATED, REPRODUCIBLE AS -BUILT DRAWINGS DURING CONSTRUCTION AND PROVIDE A COMPLETE SET OF THOSE DRAWINGS IN BOTH ELECTRONIC AND HARDCOPY FORMATS TO THE OWNER UPON FINAL COMPLETION. THE MECHANICAL CONTRACTOR SHALL CLEAN ALL COOLING COILS, CONDENSATE PANS, AND CONDENSATE DRAIN LINES PRIOR TO SUBSTANTIAL COMPLETION. THE MECHANICAL CONTRACTOR SHALL ALSO REPLACE ALL FILTERS AND BELTS PRIOR TO SUBSTANTIAL COMPLETION AND PROVIDE TWO (3) COMPLETE REPLACEMENT SETS OF FILTERS AND (2) SETS OF BELTS FOR ALL MECHANICAL EQUIPMENT TO THE OWNER UPON FINAL COMPLETION. THE MECHANICAL AND ELECTRICAL CONTRACTORS SHALL PROVIDE FIVE (5) BOUND COPIES OF ALL MECHANICAL AND ELECTRICAL CONTRACTOR WARRANTIES, MANUFACTURERS' WARRANTIES, PARTS LISTS, AND INSTALLATION AND MAINTENANCE MANUALS FOR ALL MECHANICAL EQUIPMENT, AS WELL AS INSTRUCTIONS FOR OPERATING AND MAINTAINING ALL MECHANICAL EQUIPMENT TO THE OWNER UPON FINAL COMPLETION. 2. AHCA PROJECTS THE GENERAL, MECHANICAL, AND ELECTRICAL CONTRACTORS SHALL REVIEW, UNDERSTAND, AND FULLY IMPLEMENT THE OWNER'S INFECTION CONTROL RISK ASSESSMENT OCRA) PLAN. ALL AIR HANDLERS AND FANS SHALL SHUT DOWN IF A FIRE ALARM IS ACTIVATED. ALL FANS SERVING AN AREA SERVED BY ONLY ONE AIR HANDLER SHALL BE INTERLOCKED WITH THE ASSOCIATED AIR HANDLER ALL FILTER HOUSNG FRAME BLANK -OFF PANELS SHALL BE CONSTRUCTED OF RIGID MATERIALS, HAVE A SEALING SURFACE AREA EQUAL TO OR GREATER THAN THE SURFACE AREA OF THE NORMALLY -INSTALLED FILTER MEDIA, AND BE PERMANENTLY ATTACHED TO THE FILTER HOUSING FRAME. THE MECHANICAL CONTRACTOR SHALL INSTALL A DIFFERENTIAL PRESSURE GAUGE ACROSS EACH FILTER SECTION. MULTI -BANK FILTERS SHALL HAVE ONE OR MORE DIFFERENTIAL PRESSURE GAUGES INSTALLED FOR EACH FILTER BANK SUCH THAT DIFFERENTIAL PRESSURE CAN BE MEASURED FOR EACH FILTER BANK INDEPENDENT OF THE OTHER(S). EVERY FILTER HOUSING FRAME FOR A FILTER WITH W% OR HIGHER ASHRAE FILTRATION EFFICIENCY (MERV 14 OR HIGHER) SHALL BE FULLY GASKETED AND SEALED AND SHALL MAINTAIN A CONTINUOUS, UNIFORM SEALING PRESSURE ON THE FILTER MEDIA WHEN CLOSED AND LATCHED. WHEN THE SCOPE OF WORK INCLUDES THE RENOVATION OF AN EXISTING SPACE AND EXISTING SUPPLY, RETURN, AND/OR EXHAUST AIR DUCTWORK AND ASSOCIATED AIR DISTRIBUTION OUTLETS ARE TO BE REMOVED, THE DUCTWORK AND AIR DISTRIBUTION OUTLETS SHALL BE REMOVED IN ACCORDANCE WITH THE PHASING REQUIREMENTS LISTED IN THE CONSTRUCTION DOCUMENTS. THE OPERATION OF EXISTING SYSTEMS SHALL BE MAINTAINED IN THE SPACE($) UNDER CONSTRUCTION UNTIL ALL NEW SYSTEMS ARE FULLY OPERATIONAL. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS/HER BID ALL COSTS ASSOCIATED MAINTAINING THE EXISTING SYSTEMS OPERATION. THESE COSTS MAY INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, THE FOLLOWING ITEMS: ATEMPORARY OR PERMANENT RELOCATION OF EXISTING DUCTWORK AND/OR PIPING TO ACCOMMODATE THE INSTALLATION OF NEW SYSTEM COMPONENTS. B.TEMPORARY CHILLED AND/OR HEATING HOT WATER LINES. C.TEMPORARY INSULATED FLEXIBLE DUCTWORK AND/OR BYPASS DUCTWORK D.TEMPORARY POWER AND/OR HEAT. E.TEMPORARY RE-BALANCNG OF ONE OR MORE EXISTING SYSTEMS TO MANTAN REQUIRED AIR CHANGES AND/OR PRESSURE RELATIONSHIPS. 3. CONTROL OF AIRBORNE CONTAMINANTS THE GENERAL, MECHANICAL, AND ELECTRICAL CONTRACTORS AND ALL SUB -CONTRACTORS SHALL INSTRUCT ALL INDIVIDUALS PROVIDING CONSTRICTION AND RELATED SERVICES IN THE MEANS AND METHODS OF PREVENTNG THE SPREAD OF CONTAMINANTS TO OCCUPIED SPACES. THE GENERAL, MECHANICAL, AND ELECTRICAL CONTRACTORS AND ALL SUB -CONTRACTORS SHALL KEEP ALL WORK SPACES CLEAN TO PREVENT THE TRANSFER OF CONTAMINANTS, INCLUDING AIRBORNE CONTAMINANTS, FROM WORK SPACES TO THE OCCUPIED SPACES AND PARTICULARLY TO PATIENT CARE AREAS. THIS WILL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, PROVIDING BARRIERS AND/OR ENCLOSURES TO SEPARATE WORK SPACES FROM OCCUPIED SPACES, ENSURING THAT DOORS AND OTHER OPENINGS BETWEEN WORK SPACES ,AND OCCUPIED SPACES ARE KEPT CLOSED, AND PROVIDING TEMPORARY BARRIERS AND/OR ENCLOSURES WHEN SHORT-TERM WORK IS REQUIRED IN OCCUPIED SPACES. WHEN THE SCOPE OF WORK INCLUDES THE RENOVATION OF AN EXISTING SPACE OR WHEN, IN NEW CONSTRUCTION, THE EXTERIOR WALLS, ROOF, DOORS, AND GLAZING HAVE BEEN INSTALLED AND THE BUILDING ENVELOPE CAN BE CLOSED, THE 46GENERAL/MECHANICAL% CONTRACTOR SHALL PROVIDE BARRIERS AND/OR ENCLOSURES TO SEPARATE WORK SPACES FROM OCCUPIED SPACES AND ONE OR MORE EXHAUST FANS TO EXHAUST AIR FROM THE WORK SPACES. WORK SPACES SHALL BE MAINTAINED AT NEGATIVE PRESSURE WITH RESPECT TO OCCUPIED SPACES AS REQUIRED BY AHCA THE TOTAL EXHAUST AIRFLOW SHALL PROVIDE A MINIMUM OF TWO (2) AIR CHANGES PER HOUR AND THE EXHAUST FAN(S) SHALL OPERATE CONTINUOUSLY. THE EXHAUST FAN(S) SHALL DISCHARGE TO THE EXTERIOR OF THE BUILDING AND THE DISCHARGE SHALL NOT BE LOCATED WITHIN 10-0" OF ANY AIR INTAKE. THE MECHANICAL CONTRACTOR SHALL INSTALL FILTERS ON ALL DUCT OUTLETS AND INLETS SERVING THE SCOPE OF WORK TO PREVENT ANY CONSTRUCTION DUST FROM ENTERING THE DUCTWORK IF CONSTRUCTION DUST DOES ENTER THE OUCTIIIORK, THEN THE MECHANICAL CONTRACTOR SHALL HAVE THE DUCTWORK CLEANED AT HIS/HER EXPENSE. THE 46GENERAL/ME04ANICAL% CONTRACTOR SHALL PROVIDE ONE OR MORE PORTABLE AIR CLEANERS AND ONE OR MORE VACUUM CLEANERS TO KEEP ALL WORK SPACES CLEAN. WHEN AIR HANDLING SYSTEMS ARE TO BE MADE OPERATIONAL IN PHASES, THE MECHANICAL CONTRACTOR SHALL MAKE PROVISIONS FOR MAINTAINING THE OPERATION OF EACH AIR HANDLING SYSTEM AND PROVIDING THE REQUIRED AIR PRESSURE BALANCES IN THE COMPLETED PHASES OF THE SCOPE OF WORK WHILE LATER PHASES OF THE SCOPE OF WORK ARE UNDER CONSTRUCTION. THIS MAY INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, ADJUSTING AIRFLOWS, CLOSING DAMPERS, BLANKING -OFF DIFFUSERS AND GRILLES, AND PROVIDING TEMPORARY BYPASS DUCTWORK IMMEDIATELY PRIOR TO FINAL COMPLETION, THE MECHANICAL CONTRACTOR SHALL REMOVE ALL TEMPORARY DUCTWORK AND/OR PIPING AND THE TEST AND BALANCE CONTRACTOR SHALL BALANCE ALL NEW AIR HANDLING SYSTEMS AND REBALANCE ANY EXISTING AIR HANDLING SYSTEMS AFFECTED BY ANY PHASE OF THE SCOPE OF WORK REVISIONS BY "I REV. 4 PER IT 03.18.11 Y K . v C v ! ►--� I � a�0 v t0> ► t— -6 ,� E ,2Lw 0 L 7 cli ca N C O. 7x; g O U • ti ` �I a v r- ¢m m v-L. C. ', Ifs o S " �U)ti .0�. Wo70 ti� v —cCnti ti v O r ✓ c a 1 �1 1 5 .I . F�, VM_o U �Q? �(' , -1 , .i tt ON Ib q;-i r.:a . r�-A:. . I. QQ. - _ a!�; p 5-- -�. I d__=� � 2� 0 m m n 0 I � c Z o0. o It o ' U d PI 0 0 a) 11 C 8 °' C b III N 9Ri 0) V LL� b4. cn € I 8 I c N 2n Q m�.z f r Wui� mo °5 m a � t d 0 1 iW U_ Z J 1* y U M L. C 7 M v o- 0. Q V) v -m �, CU - . L. U 0 L. l: Q La :2 0 m D W M t a Q co >' 0 M a a m N 0 LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M092 a r" N 00 C) 0 0 M 0 0 U v M 0 Q u 0 Q Q) C v U v o) 73 L0 U �c U v ry 0 LL O 0 M 0 O v a1 v L Q `v O 0 M O O 0 W U-, CD 0 0 0 (DIMECHANICAL DEMOLITION — PARTIAL FLOOR PLAN SCALE: 3/1ro" = 1'-0" ED T OMECHANICAL DEMOLITION — PARTIAL FLOOR PLAN SCALE: 3/16" = 1'-0" MECHANICAL LEGEND M 0 ® EXISTING CEILING DIFFUSER/GRILLE (LAY -IN) 5G EXISTING RIGID DUCTWORK TO BE REMOVED NEW POINT OF CONNECTION SUPPLY DUCTWORK TRANSITION UP OR DOWN RETURN DUCTWORK TRANSITION UP OR DOWN EXHAUST DUCTWORK TRANSITION UP OR DOWN DUCTWORK CROSSOVER OR CROSSUNDER AT THE MECHANICAL CONTRACTOR'S DISCRETION 90' ELBOW WITH TURNING VANES 45' ELBOW WITH TURNING VANES R SPIN -IN FITTING irk SPIN -IN FITTING WITH DAMPER FLEXIBLE DUCT CONNECTION _I FIRE DAMPER FIRE/SMOKE DAMPER VOLUME DAMPER �- DIRECTION OF AIR FLOW �T TEMPERATURE 5EN50R / THERMOSTAT W x D RECTANGULAR DUCT WIDTH x DEPTH ( INCHES) ROUND DUCT DIAMETER (INCHES) EQ EQUIPMENT TAG NO MECHANICAL GENERAL NOTES 1. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EXISTING ROOF PENETRATION NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE ROOF PENETRATION IS COVERED WITH A WEATHERPROOF CAP AND SEALED. 2. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EXISTING SURFACE NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE SURFACE IS REPAIRED / REFINISHED TO MATCH EXISTING. 3. WHERE BRANCH DUCTS ARE REMOVED FROM AN EXISTING MAIN DUCT NOT TO BE DEMOLISHED, THE MECHANICAL CONTRACTOR SHALL PATCH AND SEAL THE MAIN DUCT PER THE SPECIFICATIONS. 4. WHERE EXISTING DUCT INSULATION IS DAMAGED OR M1551NG, THE MECHANICAL CONTRACTOR SHALL REPAIR THE DUCT INSULATION PER THE SPECIFICATIONS. 5. WHERE EXISTING FLEXIBLE DUCT SUPPORTS ARE DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL PROVIDE OR REPAIR THE FLEXIBLE DUCT SUPPORTS PER THE SPECIFICATIONS. 6. ROUTE EXHAUST AND OUTSIDE AIR DUCTWORK ABOVE ALL OTHER HVAC SYSTEM COMPONENTS WHERE POSSIBLE. 7. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL VOLUME DAMPERS ARE ACCESSIBLE. MECHANICAL. KEY NOTES 1. PROVIDE NEGATIVE AIR MACHINES AS INDICATED ON PLAN. PROVIDE ADDITIONAL NEGATIVE AIR MACHINES AS REQUIRED TO MAINTAIN MINIMUM 0.01 INCHES DIFFERENTIAL PRESSURE ACROSS CONSTRUCTION BARRIER PROVIDE MAGNEHELIC GAUGE AT BARRIER TO MONITOR DIFFERENTIAL AT ALL TIMES. KEY PLAN ,. so REVISIONS BY / oR REV- t PERMIT 03. 18. II VT ` Yam. Y M O I^ oAW � Z N _ro � co.ti o O L E X ¢a YLp oxN cli ►�� N 0 ✓ 0 1 • 1 O � U wa U bj � O U ca �x �Qa�wc� oc)ul O m O E U rn O m5 C c ❑ U cb o �x � � E W aLL U �m s �o �Z (� N N m Qco .2;4 W-U? U <) W a o� a � U Z � J � o U Lf) � � M a J v Q cn v x -v W U . _ N � U O v L` Q Li M L aa00�. O M L a � � m N 0 J L.L. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet m 1,00 N NORMAL POWER WORKROOM/I STERILEI PREP! 13l i SOILED WORK w --A,�_ JAN. F_ 152 EG EQUIPMENT STORAGE 151 V�V SD-2 200 CFM GENERAL EQUIPMENT STORAGE MECHANICAL C:ENERAL NOTES I. WHERE HVAC 5Y5TEM COMPONENTS ARE REMOVED FROM AN EASTING ROOF PENETRATION NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE ROOF PENETRATION 15 COVERED WITH A WEATHERPROOF CAP AND SEALED. 2. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN ExISTING 5UWACE NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE SURFACE 15 REPAIRED / REFINISHED TO MATCH ExISTING. 3. WHERE BRANCH DUCTS ARE REMOVED FROM AN ExISTING MAIN DUCT NOT TO BE DEMOLISHED, THE MECHANICAL CONTRACTOR SHALL PATCH AND SEAL THE MAIN DUCT PER THE SPECIFICATIONS. 4. WHERE EASTING DUCT INSULATION IS DAMAGED OR M1551NG, THE MECHANICAL CONTRACTOR SHALL REPAIR THE DUCT INSULATION PER THE SPECIFICATIONS. 5. WHERE EXISTING FLExIBLE DUCT SUPPORTS ARE DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL PROVIDE OR REPAIR THE FLExIBLE DUCT SUPPORTS PER THE SPECIFICATIONS. (o. ROUTE ExHAUST AND OUTSIDE AIR DUCTWORK ABOVE ALL OTHER HVAC SYSTEM COMPONENTS WHERE POSSIBLE. 7. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL VOLUME DAMPERS ARE ACCE5515LE. MECWANIC4L KEY NOTES 0 CORRDINATE EQUIPMENT HEIGHTS TO AVOID CONFLICTS_ O2 LOW WALL GRILLE WITHIN 12" OF FINISH FLOOR MECHANICAL LEGEND ® Z ® NEW CEILING DIFFUSERS/GRILLE (LAY -IN) 51) R3 EG T r 21 r A Exl5TING CEILING DIFFUSER/GRILLE (LAY -IN) L SD RG EG _ :� ExISTING RIGID DUCTWORK NEW POINT OF CONNECTION SUPPLY DUCTWORK TRANSITION UP OR DOWN RETURN DUCTWORK TRANSITION UP OR DOWN ExWAU5T DUCTWORK TRANSITION UP OR DOWN DUCTWORK CRO55OVER OR CROSSUNDER AT THE MECHANICAL CONTRACTOR'S DISCRETION 90' ELBOW WITH TURNING VANES 45" ELBOW WITH TURNING VANES Fk (D W x D EQ NO SPIN -IN FITTING SPIN -IN FITTING WITH DAMPER FLExIBLE DUCT CONNECTION FIRE DAMPER FIRE/SMOKE DAMPER VOLUME DAMPER DIRECTION OF AIR FLOW TEMPERATURE SENSOR / TPERM05TAT RECTANGULAR DUCT WIDTH x DEPTH (INCHES) ROUND DUCT DIAMETER (INCHES) EQUIPMENT TAG RTU-1 RM # ROOM AIR AREA CEIL'G ACH OA ACH TOT CFM OA CFM TOT CFM OA CFM TOT RET EXHAUST TRANSF. NET REMARKS NAME FLOW 0 0 0 0 REQ REO DESIGN DESIGN DESIGN DESIGN DESIGN CFM 0 133 MED PREP/STORAGE + 60 10 0 4 0 40 9 75 0 0 -75 0 75 CFM TO #146 134 SOILED HOLDING 105 10 0 10 0 175 3 25 0 175 150 0 75 CFM FROM #135 & 11146 135a VESTIBULE 40 10 0 10 0 67 12 100 25 0 -75 0 75 CFM TO #134 136 SOILED WORK ROOM 150 10 0 10 0 250 18 150 0 300 150 0 75 CFM FROM #137 & #146 137/138 STERILE WORKROOM + 547 10 0 4 0 365 115 935 1085 1 0 150 0 75 CFM FROM /1143, 144, & 145; 75 CFM 10 #136 139 MEDICAL GAS - 90 10 0 8 0 120 20 165 0 165 0 0 0 140 MECHANICAL VACUUM 0 144 10 0 0 0 0 28 225 0 225 0 0 0 141 NORMAL POWER 0 54 10 0 0 0 0 20 165 0 165 0 0 0 142 EMERGENCY POWER 0 122 10 0 0 0 0 20 165 0 165 0 0 0 143 CLASS "C" OPERATING ROOM #1 + 500 10 3 25 250 2083 258 2100 1950 0 -150 0 75 CFM TO #137 & #147 144 CLASS "C" OPERATING ROOM #2 + 500 10 3 25 250 2083 258 2100 1950 0 150 0 75 CFM TO #137 & #147 145 CLASS "C" OPERATING ROOM #3 + 492 10 3 25 246 2050 258 2100 1950 0 -150 0 75 CFM TO #137 & #147 146, 147 STERILE COORIDOR #1, #2 0 1012 10 0 2 0 337 147 1200 975 0 -225 0 75 CFM FROM #133, 143, 144, & 145; TO #134, 136, 148, 149, 150, 151, & 152 148 PRE --ADMISSION NURSE OFFICE 0 105 10 0 0 0 0 26 215 290 0 75 0 75 CFM FROM # 147 149 SURGICAL COORD. OFFICE 0 105 10 0 0 0 0 26 215 290 0 75 0 75 CFM FROM # 147 150 GENERAL EQUIPMENT STORAGE 0 105 10 0 0 0 0 26 215 290 0 75 0 75 CFM FROM # 147 151 EQUIPMENT STORAGE 0 278 10 0 0 0 0 25 200 275 0 75 0 75 CFM FROM # 147 152 JAN - 35 10 0 10 0 58 1 0 0 0 75 75 0 75 CFM FROM # 147 TOTALS: 1 1270 10350 9080 1270 0 0 1G)l SCALE-- ABM 3/16'AI CA AIR15ALA SCE I VESTIBULE I - - I 135e 24"x24" I I I PRE-ADMISSIO 0 S NURSE OFFICE •��,` N S�SS-1.1 � 25GFM EF 135c �----- 148 •• * . N 51 g71 I 12110 1 3 I I SOILEDy SD-2 SD-2 v�fi�( w HOLDING75 CFh�1 MED PREP/ �5 CFM I' 5D -2 I I F �-o •., S�A�� :2. 134 EGMED STOR. l5 CFM SD-2 I I SD-2 .c� a� R�O�'�C���: ��� FS•.......•��? 115b t33 400 CFM 400 CFM S 10 N N O RTU- I, MECHANICAL - PARTIAL FLOOR PLC! SCALE: 3/1(0" = 1'-0" REVISIONS BY AHCA COMMENT5 03. 18. 11 l'u [ENT/CONTRACTOR REV. 4 PE►'1`fIT 03. 18. 11 YCK .j, I V I �00 C o tV. o �--. yx� N C a Op ro • Q N_ it d E a� r > �--- o z � ./ �Cnti '—� Er 00 0 I N ~ N r/ o s A U W x (a 0 W cc)U � 11 �Q�aw �a�rn. C4Ap• � oov�r�� C) o p a my 4 � o MO c1 c2 ry CrS o ^ C m Q °� U . C7 C c w U)00 E LL � 0 mg (n C0 a 0 U C c� N N 'n E 9 c �t Q w m� wui� o °' d 0 o s U_ Z v _J cv 't 0 N M � � M J CL Q V)LAJ v x -0 N O U Q a LA_ Q We L V) n) Ln =_ M s V) L O Q 7• O M � a a� N 0 Li - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M 2.0 a d N (n Q N 00 (y) m 0 N c 0 m 0 a v O u v m P c U ru a) 0 H 0 0 M 0 0 w -C v 2 0 0 r, 0 0 w d 0 0 0 0 RTU-2 RM # ROOM AIR AREA CEIL'G ACH OA ACH TOT CFM OA CFM TOT CFM OA CFM TOT RET EXHAUST TRANSF. NET REMARKS NAME FLOW 0 0 0 0 REQ REQ DESIGN DESIGN DESIGN DESIGN DESIGN CFM 0 108 CONSULT OFFICE #1 0 80 10 0 0 0 0 68 250 250 0 0 0 0 109 CONSULT OFFICE #2 0 80 10 0 0 0 0 59 215 215 0 0 0 0 110, 117 & 118 PASSAGE #2, #3, #4, #5 0 795 10 0 10 0 1325 369 1350 1350 0 0 0 0 111 DIRECTOR OF NURSING OFFICE 0 190 10 0 0 0 0 82 300 300 0 0 0 0 112A SUPERVISOR OFFICE 0 81 10 0 0 0 0 27 100 100 0 0 0 0 112B SUPFHVISOR OFFICE 0 1 81 10 0 1 0 0 0 27 1 100 100 0 1 0 0 0 113 BUSINESS OFF./MEDICAL RFCOF 120 10 0 0 0 0 27 100 100 0 0 0 0 114 OFFICE 0 120 10 0 0 0 0 48 175 175 0 0 0 0 115 ELLC 0 60 10 0 0 0 0 27 100 100 0 0 0 0 116 (_1FNFHAL STORAGE 0 60 10 0 0 0 0 14 50 50 0 0 0 0 119 STAFF TOILET - 60 10 0 10 _0 100 14 1 50 0 100 50 0 50 CFM FROM #123 120 TOILET/ PATIENT CHANGE 90 10 0 10 0 150 20 75 0 150 75 0 75 CFM FROM #123 121 CLEAN LINEN + 40 10 0 4 0 27 20 75 0 0 -75 0 75 CFM TO #123 122 CLEAN WORKROOM + 90 10 0 1 4 0 60 51 185 110 0 -75 0 75 CFM TO #123 75 CFM TO #119, 124, 125 & 132-1 FROM #121, 122. 50 123 RECOVERY 0 2300 10 2 6 767 2300 765 2800 2625 0 -175 0 CFM TO #119 124 JAN - 25 10 0 10 0 42 0 0 0 50 50 0 50 CFM FROM #123 125 `-')OILLD HOLDING - 75 10 0 10 0 125 14 50 0 125 75 0 75 CFM FROM #123 126 PASSAGE #1 0 190 10 0 10 0 317 89 325 175 0 -150 0 75 CFM TO #129 & 132 127 TOILET #2 45 10 0 10 0 75 14 50 0 100 50 0 50 CFM FROM #129 128 TOILET #1 - 45 10 0 10 0 75 14 50 0 100 50 0 50 CFM FROM #129 129 FEMALE CHANGING 300 10 1 0 10 0 500 137 500 0 550 50 0 50 CFM TO #126 & 127, 75 CFM FROM #129 & 135b 130 TOILET #4 45 10 0 10 0 75 7 25 0 75 50 0 1 50 CFM FROM #132 131 TOILET #3 45 10 0 10 0 75 7 25 0 75 50 0 50 CFM FROM #132 132 MALE CHANGING 432 10 0 10 0 720 184 675 0 800 125 0 50 CFM TO #130 &131, 75 CFM FROM #126 & 135c 1351) VLSTIBULL 33 10 0 0 1 0 0 20 75 1 0 0 -75 0 75 CFM TO 129 135c VESTIBULE 33 10 0 0 0 0 20 75 0 0 -75 0 75 CFM TO 132 IOIALS: 2125 7775 5650 1 2125 1 0 1 0 ORTU-2 AHC4 AIR 15AL4NCE SCALE: 3/16" I'-(D" CFM 119 7 19 17 1= SD-2 YAV v VAV 7 — 1-4 400 GFT1 - VESTIBULE — 22"x22" 135a - 24"x24" 1 PRE -ADMISSION-1 NURSE OFFICE 1300 CFT1 SD_2 CtYP. OF 6) 25 GFM -� r — — — — 148 12"4EF 135c 3 SD-2 SOILED _ 5D-2 4 MED PREP/ 15 GFfi1 5D-2 FOLDIN EG-I 75 C.Fl"i MELD StOR. 1 1 � SD-2 15 GFIM I I SD-2 1.J5 G 133 400 CFM 400 CFM ANGINC� i MALE �- oII, _1.32 T I I 0 RR RR RR n 24x3 24x3 24x3 G � SD-2 400 CFM FEMALE %- / - RECOVERY _ Z-� j CHANGING 12 0 12 I I 2Av 123 129 EG-1 a EG-1 SD-2 550 CFM - 000 GFM 675 CFM 21 "o T1 16"o Ll 20 550 FT SD-2 7 500 CFM-TOILET`S I RTU 16 "xl6" 131 2 SD I YAY R3-1 / I '�4 1325 GFT1TO / r ILEr I I I 201140111Is"xl4" EG-1 5D-2 � N 1000 0 I \ I YAV 50 CFM - � JAN. L — J 2-2R 100 CFM 5D-2 501 k) `V �I � 25 HOLDING 124 Z-3R 14 x14 EGc-1 GFm EG-1 EG-I - JF 7 125 CFT1125 501GFM CFM5D-2 It 16"m 12"0 16"x14" 25 5D-2 �- -2 5D-2 PC CFM i ii _ pi III II � II CLEAN I II WORK I ROOM 122 I i SD-2 1&5 CFM j RG-1 110 GFM ;LEAN -15 CFMI LINEN 121 ud- RIG -1 52 CFM 1300 CFM STAFF - TOILET EG-1 i5; Gh1 I IIS O 100 CFM - TOILET/ 6D-2 PATIENT 50 GFM EF CHANGE 12m EG -1 50 - 2 EG -1 CFM 50 GFM — — 400 CFM - SD - 2 400 J I f�c 340 GFM 1@0 Gi=T1 15 GFM 0 r , 400 GFl„1 PASSAGE TOILET �--ti— TOILET CP"1 I lie vAv 121 13mF 2-3 VAvGENERAL®O XISTING-c14"0 22 "xIISTORAGE @ 2-2E�ROCEDURE„6 126 SD-2 _ 325 CFM GFM �5 Fn-1 ! I I 10"0 SD-2 �� / V �J 7 RG-1 SD-2 I ! 500 GPM 1 - - 1 50 50 CFM DIRECTOR OF , I Rru I RG-I RG_1'-- 3 00 G 14" � 11 I 9 NURSING OFF,-GEa I /`� g��� B -� 175 GFM - I0 x14 sD-2 SD-2 6 0 0 00 SWS 1, ` -SWR-1 335 Gi=M RG-1 _ IMOFF I GE 100 GFM1 425 CP SD-2r SD-2 SD-2 PASSAGE ` I00 CFM 300 CFM 7 / RG-1 100 G1=M 100 CFM 11m I W YAV I 1 il7 300 BUSINESS SD-2 �I YAY 4-1 1OFFICE/ SUPERVISOR Ix 115 GELEC. R V,OFFICE OFFICE MED. EXISTING CORR.< L 112a 112b - - \ r L -1 14"x 2 "1 14"xl4"NO 1350 GF M Q I I 5D-2 24"xlb" `� S -2 415 CFM L — — 28"A6" CFM 20"xl6" 340 CFM O 6�5 CF1"i 1_1 - - I EXISTING - --- ---- PROCEDURE CONSULTO 250 CFM -- �-I lie OFFICE vAV 'e =� VAV RG-1 16"xl0" 950 CFM s � SD-2 i 109 LNL�jN 3-2 1355 GF�i RG- 425 CFM RCs-1 3-1 _ R3-1 O L.1 215 ' ----� i R13-1 vAv x vAv CFM CONSULT i 135Fh1 - - O 1205 GFM jl -2 ��`x OFFICE SD-1 3-3 3-4 _r2 11 u 215 GFM Img I� 300 CFM = x 10xl0 0 SD-29 _ _ _ �> x SOILED VAY 250 CFM - _ -- _ - tt VAV O - - - - - Q SD-1 s1 VAv WORK 4-6 - 4-1R ® -- 4,15 CFM -6 - - ROOM N 30"x10" 24"xl0° I �� tYP OF 2 r x (DRTU-2., MECHAN I CAL - PART I AL FLOOR FLAN SCALE: 3/1ro" = P-0" MEC44ANICAL LEGEND ® Z ® EXISTING CEILING DIFFuSER/GRILLE (LAY -IN) SRG Gs ExISTING RIGID DUCTWORK TO BE REMOVED NEW POINT OF CONNECTION SUPPLY DUCTWORK TRANSITION UP OR DOWN LA J RETURN DUCTWORK TRANSITION UP OR DOWN LA W Exl-IAUST DUCTWORK TRANSITION UP OR DOWN DUCTWORK CROSSOVER OR CRO55UNDER AT THE MECHANICAL CONTRACTOR'S DISCRETION `J(d' ELBOW WITH TURNING VANES 45' ELBOW WITH TURNING VANES R SPIN -IN FITTING 9Eit SPIN -IN FITTING WITH DAMPER FLExIBLE DUCT CONNECTION —I FIRE DAMPER FIRE/SMOKE DAMPER VOLUME DAMPER v— DIRECTION OF AIR FLOW (T TEMPERATURE SENSOR / THERMOSTAT W x D RECTANGULAR DUCT WIDTH x DEPTH (INCHES) ROUND DUCT DIAMETER (INCHES) EQ EQUIPMENT TAG NO MECHANICAL GENERAL NOTES 1. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EXISTING ROOF PENETRATION NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE ROOF PENETRATION IS COVERED WITH A WEATHERPROOF CAP AND SEALED. 2. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN Exl5TING SURFACE NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE SURFACE IS REPAIRED / REFINISHED t0 MATCH ExISTING. 3. WHERE BRANCH DUCTS ARE REMOVED FROM AN EXISTING MAIN DUCT NOT TO BE DEMOLISHED, THE MECHANICAL CONTRACTOR SHALL PATCH AND SEAL THE MAIN DUCT PER THE SPECIFICATIONS. 4. WHERE EXISTING DUCT INSULATION IS DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL REPAIR THE DUCT INSULATION PER THE SPECIFICATIONS. 5. WHERE EXISTING FLExIBLE DUCT SUPPORTS ARE DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL PROVIDE OR REPAIR THE FLEABLE DUCT SUPPORTS PER THE SPECIFICATIONS_ 6. ROUTE EXHAUST AND OUTSIDE AIR DUCTWORK ABOVE ALL OTHER HVAC SYSTEM COMPONENTS WHERE POSSIBLE. -1. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL VOLUME DAMPERS ARE ACCESSIBLE. REVISIONS BY AHCA GOMMENi5 03_ 1& Il mWW T/GoNTRACTOR REV. 4 PEWIT 03.18. 11 VTK �-� c v V Z ` o ` u I-+ E / N C CL • ¢ 4- N ¢ X ¢ co H 7. 3 � �---. E ti . o • N ►'�� N 0 r � a vi � w F xQ �0a 00 0 ca d zw�a 0 O H o �0 o O� �w �o TE U 0 p c a o s o�Q a ai u r 1 C sB m o� w E �,.�, Cn fi � � C � U n U v C c6 mg N 2b d m m mA U N 1 O m gt U U Z N :3 (-4 -0 U M � � M v v x Q V) o x -° W U ; •� U 0 L < W ° W O M i 0 O 0 fV 4 O LA - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M2-o 1 N RTU-3 RM # ROOM AIR AREA CEIL'G ACH OA ACH TOT CFM OA CFM TOT CFM OA CFM TOT RET EXHAUST TRANSF. NET REMARKS NAME FLOW 0 0 0 0 REQ REQ DESIGN DESIGN DESIGN DESIGN DESIGN CFM 0 101 AIRLOCK/ VEST-IBULE 0 150 10 0 0 0 0 44 550 550 0 0 0 0 102 OUTPATIENT SURGERY LOBBY 0 1370 15 0 0 0 0 297 3750 3425 325 0 0 0 103 Gallery 0 680 15 0 0 0 0 218 2750 2600 0 -150 0 75 CFM TO #105 & 106 104 ADMITTING 0 505 10 0 0 0 0 48 600 600 0 0 0 0 105 WOMLN'S TOILET - 120 10 0 10 0 200 10 125 0 200 75 0 75 FROM #103 106 MFN'S TOILET - 100 10 0 10 0 167 8 100 0 175 75 0 75 FROM #103 107 CONFLRENCL/TRAINING LOUNG 0 1 310 10 1 0 0 0 0 1 75 950 950 1 0 1 0 1 0 1 0 RTU-3 TOTAL`_; TOTALS: 1 700 8825 8125 1 700 1 0 1 0 ORTU — 3 AWC4 A I R 5AL ANCE ( SPACE WAS NO AWCA REED ULATED ROOMS) SCALE: 3/16" = 1 -0" CFM C 15 CFM T TOILET 130 2-3 14110 22 "xl6" aE SD-2 325 CFM DIRECTOR OF NURSING OFFICE,8"0 SD-2 / - 5D-2 t RCx- I 300 CFM RCs -1 100 CFI" 1 / -300 SU VISC / OFFICE 14"x 2"1 1 I 14"xl4" I FRG - I 615 CFI" 1 I RCs-1 CONSULTO 250 CFM OFFICE g 109 VAV CONSULT SD-2 OFFICE 215 CFM 108 c� r, mom"emorm RCx-1 550 CFM A I RL.00K 101 0 SD -I 215 CFM 2 D- 250 CFM 0 0 0 X e 0 O III �� , ��• ■III © 400 I115 - CFM_, 100 OFF I EI . . .... V 15 1!' ��I • -MELD. -; r •15 I , - . � A 0 X 5D -2 24"x16" 340 CFM -� vAv A 1355 CFM,' RCs-1 �� 135�F1"1 0 24"AO" I IB SD-1 SD-1 I 410 CFM 410 C 5D-1 460 CFM-- 0 0 I I OUTPATIEI>1T SURCsE� -LOBBY 102 0 1 0 0 SD-1 5D-1 Sr-) -1 410 CFM 410 CFM 00 CFMO 0 10"0 16 "x8" X C��3S5 -2 x16 28"" CF1"1 1 16 "xlO" 950 CFm -1 0?? 1205 CFM VAV VAV SD -I 3_3 3-4 300 CFM i,, L� X ;t 101 ADMITTING - 6l 104 x 0 L 0 O 0 ' 1355 CFM ' TYP OF 2 SD - I 30 FM EG-I 325 cFM 10"0 r... SD-2 III, 335 CFM I W 0— r - 20"xlb" I'll ®-i SD-1 415 CFM TYP OF 2 CONFERENCE/ TRAINING WOMEN'S LOUNGE TOILET VAV 107 3-5 105 EG-1 EG- 200 CFM 115 � e GFh' SD- MEN'S 0 TOILET Ifd6 18"A2" >, RTU-3,1" MECHANICAL — PARTIAL FLOOR PLAN (SPACE WAS NO AHC4 R EGUL4TED ROOMS) SCALE: 3/16" = 1'-0" L- 18"A2" GALLERY 10" _ EXISTING TOILET/ PATIENT 14 1 I CHANGE n MEC 4ANICAL LEGEND M M ® EXISTING CEILING DIR U%R/GRILLE (LAY -IN) SG ExISTINC•c RIGID DUCTWORK TO BE REMOVED NEW POINT OF CONNECTION SUPPLY DUCTWORK TRANSITION UP OR DOWN LA CA RETURN DUCTWORK TRANSITION UP OR DOWN EXHAUST DUCTWORK TRANSITION UP OR DOWN DUCTWORK CROSSOVER OR CRO55UNDER AT THE MECHANICAL CONTRACTOR'S DISCRETION 90' ELBOW WITH TURNING VANES 45' ELBOW WITH TURNING VANES P. SPIN -IN FITTING i SPIN -IN FITTING WITH DAMPER FLExIBLE DUCT CONNECTION FIRE DAMPER —f FIRE/SMOKE DAMPER 1— VOLUME DAMPER DIRECTION OF AIR FLOW OTEMPERATURE 5EN50R / THEW06TAT W x D RECTANGULAR DUCT WIDTH x DEPTH (INCHES) ROUND DUCT DIAMETER (INCHES) EQ EQUIPMENT TAG NO MEC14ANICao41. GENERAL NOTES I. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EXISTING ROOF PENETRATION NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE ROOF PENETRATION 15 COVERED WITH A WEATHERPROOF CAP AND SEALED. 2. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EXISTING SURFACE NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE SURFACE IS REPAIRED / REFINISHED TO MATCH EXISTING. 3. WHERE BRANCH DUCTS ARE REMOVED FROM AN EXISTING MAIN DUCT NOT TO BE DEMOLISHED, THE MECHANICAL CONTRACTOR SHALL PATCH AND SEAL THE MAIN DUCT PER THE SPECIFICATIONS. 4. WHERE EXISTING DUCT INSULATION 15 DAMAGED OR MI551NG, THE MECHANICAL CONTRACTOR SHALL REPAIR THE DUCT INSULATION PER THE SPECIFICATIONS. 5. WHERE EXISTING FLExIBLE DUCT SUPPORTS ARE DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL PROVIDE OR REPAIR THE FLExIBLE DUCT SUPPORTS PER THE SPECIFICATIONS. 6. ROUTE ExHAUST AND OUTSIDE AIR DUCTWORK ABOVE ALL OTHER HVAC SYSTEM COMPONENTS WHERE POSSIBLE. 1. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL VOLUME DAMPERS ARE ACCESSIBLE. No 5A871 '•�` * : may--- - �r .�- '����� :Luz • �C; o REVISIONS 1 Y AHCA CO iMENT5 03. 18. Il M1.0 _!r=NT/C_0NTR06Affr0R REV. t PERMIT 03. 18. 11 VTK 1� 00 E � o w � z � ¢ tl ¢ v d v n r—� E ti o0 "�" 7 M i� r- c 0 U W Gl zw��w 0 0 U U l or�i�p C O� �w o v� U z ❑5 m U 9 �8 Cm oT woo E Q U gg U) � U a ❑z U vo C e c m v C co 7r (� 111 � 4 0 U � W U Z N J t o LO O 7 1M v IT a x Q V) D � w U . U o 0 0 LL_ Q O L N M t O Q 00 o m a CLFX m 0 LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M2.,2 a N M N 0 N 00 i 0 N G 0 M 0 0 L W M r) U 0 Q c U v m D cn U c U L) v v 0 LL 0 O M O O U a U Q O 0 M O O 0 w Q O 0 0 1 racx-I �v-1 EXISTING EXIT GORRIDOR q15 Ci=m 340 CFM F:A55AGcE L 172 8 EXISTING PROCEDURE llb I 500 CFM I EXISTING PROGED 180 III 35RG-1 0 CFM =RY SD-1 550 CFM (TYP OF 5) PROCEDURE 175 EXISTING PUMP ROOM 1-14 SWS�I t EXISTING - - --- ELEG. ROOM ll3 J-1 100 CFM Fps- I -- —� 185 CFM �- EXISTIWs sD- TOILET/— CONSULT 185 CFM PATIENT CHANGE 193 O RG-1 1315 CFM (TYP'. OF 2 ) O � O (DIM,JI RTU-4, MECHA NIC4L. - #4RTIAL FLOOR PLAN SCALE: 3/1ro" = 1'-0" RTU-4 RM # ROOM OLD NAME 173 EXISTING ELECTRIC ROOM 174 EXISTING PUMP ROOM 175 PROCEDURE #4 176 EXISTING PROCEDURE #3 177/181 CORRIDOR 178 EXISTING PROCEDURE #2 179 SOILED WORK ROOM 180 EXISTING PROCEDURE #1 183 JANITOR 184 STAFF TOILET 185 SCOPE ROOM 186/191 CORRIDOR #4 & EXIST CORR 187 GENERAL STORAGE 188 CLEAN LINEN 189 EXPANDED RECOVERY 190 EXIST. STORAGE 192 DOCTOR'S DICTATION 193 EMS 1. TOILET PA I ILN I CHANGE 194 EXIST_ TOILET PATIENT CHANGE 195 CONSULT #1 196 1CONSULT#2 MECHANICAL GENERAL NOTES I. WHERE HVAG SYSTEM COMPONENTS ARE REMOVED FROM AN EXISTING ROOF PENETRATION NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE ROOF PENETRATION IS COVERED WITH A WEATHERPROOF CAP AND SEALED. 2. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN ExISTING SURFACE NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE SURFACE 15 REPAIRED / REFINISHED TO MATCH Exl5TING. 3. WHERE BRANCH DUCTS ARE REMOVED FROM AN EASTING MAIN DUCT NOT TO BE DEMOLISHED, THE MECHANICAL CONTRACTOR SHALL PATCH AND SEAL THE MAIN DUCT PER THE SPECIFICATIONS. 4. WHERE Exl5TING DUCT INSULATION 15 DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL REPAIR THE DUCT INSULATION PER THE SPECIFICATIONS. 5. WHERE ExI5TING FLExIBLE DUCT SUPPORTS ARE DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL PROVIDE OR REPAIR THE FLEABLE DUCT 5UPPORT5 PER THE SPECIFICATIONS. 6. ROUTE EXHAUST AND OUTSIDE AIR DUCTWORK ABOVE ALL OTHER HVAC SYSTEM COMPONENTS WHERE POSSIBLE. 7, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL VOLUME DAMPERS ARE ACCESSIBLE. MEC 4ANICAL KEY NOTES 0 CONNECT 12"0 EXHAUST DUCT TO &' LABCONCO CANOPY HOOD MODEL 01099000. BALANCE HOOD TO 425 CFM. POSITION HOOD OVER SCOPE MACHINES. OCORRDINATE TAKEOFF'S BEFORE TURNING VANES. ME04AN IC4L LEGEND ® Z ® Exl.STING CEILING DIFFUSER/GRILLE (LAY -IN) SCs Ex15TING RIGID DUCTWORK TO BE REMOVED �} NEW POINT OF CONNECTION SUPPLY DUCTWORK TRANSITION UP OR DOWN RETURN DUCTWORK TRANSITION UP OR DOWN ExHAU5T DUCTWORK TRANSITION UP OR DOWN DUCTWORK CROSSOVER OR CRO55UNDER AT THE MECHANICAL CONTRACTOR'S DISCRETION 90' ELBOW WITH TURNING VANES 45' ELBOW WITH TURNING VANES J� 5PIN-IN FITTING SPIN -IN FITTING WITH DAMPER FLEABLE DUCT CONNECTION FIRE DAMPER —f FIRE/SMOKE DAMPER VOLUME DAMPER I— DIRECTION OF AIR FLOW OTEMPERATURE SENSOR / THERMOSTAT W x D RECTANGULAR DUCT WIDTH x DEPTH (INCHES) ROUND DUCT DIAMETER (INCHES) EQ EQUIPMENT TAG NO AIR AREA CEIL'G ACH OA ACH TOT CFM OA 1CFM TOT CFM OA CFM TOT RET EXHAUST TRANSF. NET FLOW SF HT REQ RFQ RFQ RFQ DESIGN DESIGN DESIGN DESIGN DESIGN CFM 0 50 10 0 0 0 0 94 600 600 0 0 0 0 50 10 0 0 0 0 24 150 150 0 0 0 + 180 10 3 15 90 450 71 450 375 0 1 -75 0 + 195 10 3 15 98 488 79 500 425 0 -75 0 0 365 10 0 2 0 122 63 400 475 0 75 0 + 170 10 3 15 85 425 67 425 350 0 -75 0 80 10 0 10 0 133 33 210 0 285 75 0 + 165 10 3 15 83 413 67 425 350 0 -75 0 35 10 0 10 0 58 0 0 0 75 75 0 44 10 0 10 0 73 0 0 0 75 75 0 - 165 10 0 10 0 275 67 425 0 500 75 0 0 200 10 0 2 0 67 16 100 0 0 -100 0 0 25 10 0 0 0 0 6 35 35 0 0 0 + 25 10 0 4 0 17 12 75 0 0 -75 0 0 1330 10 2 6 443 1330 441 2800 2750 0 -50 0 0 20 10 0 0 0 0 4 25 25 0 0 0 0 75 10 0 0 0 0 27 170 170 0 0 0 - 60 10 0 10 0 100 4 25 0 100 75 0 - 60 10 0 10 0 100 4 25 0 100 75 0 0 55 10 0 0 0 0 29 185 185 0 0 0 0 50 10 0 0 0 0 29 185 185 0 0 0 TOTALS: 1135 1 7210 6075 1135 0 0 IG)l 5GI UALE: 3/4 AHCA AIR 15AL4NCE REMARKS 0 0 0 75 CFM TO #177 75 CFM TO #177 75 CFM FROM #175, 176, 178, 180; TO #179, 183, & 185. 75 CFM TO #177 75 CFM FROM 11177 75 CFM TO #177 75 CFM FROM #177 75 CFM FROM N 189 75 CFM TO #177 100CFM T0#189 0 75 CFM TO #189 75 CFM LI 1OM 4188, TO #184, 193, 194. 100 CFM FROM #186/191 0 0 75 CFM FROM 11189 75 CFM FROM #189 -- 0 0 0 * No 51871 3 �4IJ �F :.4: Y09,s . O Fl0111111110 C���` REVISIONS BY TENT/CONTRACTOR REV. 4 PERMIT VTK 03, 18. 11 � K ►__, N �; o ` �-. E 7 N = E � oU U Q N d E Y 3 rn N M I— L Cl. 1 v� Q H� tn0U� ozaN �AQ'�Ch 0 � O E+ 0 w ° a �S o C7 N o C7 a) $ yE O O)LL c_ C C 0 CJ m� C � � Cm W 10 E a� 0 LL U) 20 U Z (D c� > � P� W Q u Co co m� w of LO 2,; w a o O d � a U Z J cV � O_ �V) M � � M J Q V a a W U O 0 LL_ Q Ld ::E rn L _ 0 L O O 0 � � N N 0 Ll` Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M 2.3 i a t\ M 00 N .4 0 N 00 M m 1] N 0 0 m 0 0 U V v m 0 Q U 0 a c v U v 0) c v U v In 0 0 0 m 0 0 u v L Q v O 0 m 0 0 0 w U) Q 0 0 C) 0 (DISERVER ROOM RTU'S - izARtlAL r-LOOR PLAN SCALE: 3/16" = 1'-0" J SOILED _ f0(D 1=1 +�+owmn MI'sp PFEP� � crM SP_7 L- � ari r,Ro eroR. 116 ■r > MALE a� c•s tt•. tM s" aH I i am aH eP-7 D" aH router TOILET EMEftle1GY POMR �SP-7 Iw crn MECHANICAL - OVERALL FLOOR PLAN SCALE: 3/32" = 1'-0" re-: 0�� Ire I w SDA M d01 I 4 �17 nasTm o-� T I' TolmI -r r — — — J — — — ro�tefeTORA[iE M M Fjj\ DCIeTMCi �m ePa �— to JAK r- J w---------2 ( ,m4r_ SAL v e0-1 W-1 E'GTA 7� so I I u7ao G7S0 II Z I I Q. EXIGTMG WOW, EXIeTln oorw�ce \ I I - 'mow ' I I �rli Room -� 77"iG7' we > I I - b_, I I L - — — —— -- I ; DneTnrn art I I \ OTORAaOl l -- 7ED rPH _ I I — _ ---- ;; PRO . I IC J I �� gcE a IeooM SP-1NG 60-1 I I I 0 � a*K�- rlI I I I a�H _ I I w w �i f®�»M— mI n•—dI -L NmU~Wow,ffiL Mac" b-7 I SP-7 80-7 e0-7 IM qT7 400 CM 49W Cm Ili 1 - - - - w 1op toILRTII ar PAT "-I SP-7 f s CR'I D•10 CR'1 EXIeTN6 EXIT CORltlDOR PA MAC& ra r _.---4a r—�I h— _.. --ir�r ry __.4--- ,.. EXI6TNCi EXI6TM6 - ... rIM DOOM ELEG. 1 OCM rr ns sum-1 It rm alb-1 4 CL c,qN WWI eo.1e-1 P_7 LWRN 7 r b-7 I qy� T. �I Leo c*M dcustW. MEGNAlICAL LEGEND ® Z ® EASTING CEILING DIFFUSER/GRILLE (LAY -IN) 5RG G Ex15TING RIGID DUCTUl0R1C TO BE REMOVED NEW POINT OF CONNECTION 1 SUPPLY DUCTWORK TRAN5ITION UP OR DOWN RETURN DUCTWORK TRANSITION UP OR DOWN }--'� ExHAU5T DUCTWORK TRAN5ITION UP OR DOWN DUCTWORK CROSSOVER OR CR055UNDER AT THE MECHANICAL CONTRACTOR'5 DISCRETION SO' ELBOW WITH TURNING VANE5 45' ELBOW WITH TURFING VANES J-1 5PIN-IN FITTING rt SPIN -IN FITTING WITH DAMPER �- FLExIBLE DUCT CONNECTION —f FIRE DAMPER —� FIRE/5MOKE DAMPER L-- VOLUME DAMPER DIRECTION OF AIR FLOW OT TEMPERATURE SENSOR / THER105TAT W x D RECTANGULAR DUCT WIDTH x DEPTH (INCHES) ROUND DUCT DIAMETER (INCHES) EQ NO EQUIPMENT TAG BACK DRAFT DAMPER I. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EXI5TING ROOF PENETRATION NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE ROOF PENETRATION 15 COVERED WITH A WEATHERPROOF CAP AND SEALED. 2. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EASTING SURFACE NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE SURFACE 15 REPAIRED / REFIN15WED TO MATCH EXISTING. 3. WHERE BRANCH DUCTS ARE REMOVED FROM AN EXISTING MAIN DUCT NOT TO BE DEMOLISHED, THE MECHANICAL CONTRACTOR SHALL PATCH AND SEAL THE MAIN DUCT PER THE SPECIFICATIONS_ 4. WHERE EXISTING DUCT INSULATION IS DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL REPAIR THE DUCT INSULATION PER THE SPECIFICATIONS_ 5. WHERE EASTING FLEABLE DUCT SUPPORTS ARE DAMAGED OR I" 115SING, THE MECHANICAL CONTRACTOR SHALL PROVIDE OR REPAIR THE FLExIBLE DUCT SUPPORTS PER THE SPECIFICATIONS. 6. ROUTE ExHAUST AND OUTSIDE AIR DUCTWORK ABOVE ALL OTHER HVAC SYSTEM COMPONENTS WHERE POSSIBLE. 1. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL VOLUME DAMPERS ARE ACCESSIBLE. %v\O...... � V ` J ��" OP•'ENs SS �''< F i s � No 51871 # Z i U %.X1, . P•.'��' REVISIONS BY AHGA COMMENT5 03. 18. 11 Mu1W r/CONTRACTOR REv. ! FEWIT 03. 18. 11 1/M � G �X.91 � C o � w ~ � o w a ca r� x Cc\,) - = E U • � it ¢ E Y -w Lr / `:D E r < \ N r-1 w �C� moU'" w rn ��AGL'R.CS.u. ul o � c CQ m� �o �o 0 Ea z ° o$ n � Q Ti U. c m o c ' W C W N o T Cl) E _C3 U O U �8 cc > (D m E c W Q — m ^ 4 c = C m w U) n a U Lf o 0 m a U_ Z_ � J C14 O •W U M � � M �a J x Q V � LLI _Q) U U O Lj- Q W L � M � O .- O C) CL IV 4 0 Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M2.4 N CL N _rn O N M Ql O ri O C) M O _O L V 112 M 0 6 0 Q v U a� U u ra (10 LL O 0 M O O 1; L u v 0 0 rm 0 0 0 w U) 0 0 0 0 MECHANICAL LEC+—ND ® ® ® EXISTING CEILING DIFFUSER/GRILLE (LAY -IN) I Sp FRG El EXISTING RIGID DUCTWORK TO BE REMOVED NEW POINT OF CONNECTION x SUPPLY DUCTWORK TRANSITION UP OR DOWN RETURN DUCTWORK TRANSITION UP OR DOWN I 1 1 1 MMI EXHAUST DUCTWORK TRANSITION UP OR DOWN `r DUCTWORK CROSSOVER OR CROSSUNDER AT THE MECHANICAL CONTRACTOR'S DISCRETION 90' ELBOW WITH TURNING VANES 45• ELBOW WITH TURNING VANES J� SPIN -IN FITTING i SPIN -IN FITTING WITH DAMPER 1 FLEXIBLE DUCT CONNECTION I I FIRE DAMPER FIRE/SMOKE DAMPER -Fd VOLUME DAMPER ox / DIRECTION OF AIR FLOW ® 01 UT TEMPERATURE SENSOR / THEW06TAT 1-I/ .. 0 ,� C ., W x D RECTANGULAR DUCT WIDTH x DEPTH (INCHES) n / HO ROUND DUCT DIAMETER (INCHES) 11 0 \ EQUIPMENT TAG NO ® 1-1/ ' 0 MECHANICAL GENERAL NO'MS n O nx / o I- WHERE HVAG SYSTEM COMPONENTS ARE REMOVED FROM AN pm EXISTING ROOF PENETRATION NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE ROOF CD CD CD - CCi3 CD— 1-Intl C.0, PENETRATION IS COVERED WITH A WEATHERPROOF GAP AND SEALED. 2" 2" I-I/2° _ �l® CIO O 2. WHERE HVAG SYSTEM COMPONENTS ARE REMOVED FROM AN EXISTIWi RENOVATED, TRAGTOR SHALL ENSURE THARF THE SUA �t � CONTRACTOR MECHANICAL 00- REPAIRED / REFINISHED TO MATCH EXISTING. � 3_ WHERE BRANCH DUCTS ARE REMOVED FROM AN EXISTING � MAIN DUCT NOT TO BE DEMOLISHED, THE MECHANICAL CONTRACTOR SHALL PATCH AND SEAL THE MAIN DUCT PER THE SPECIFICATIONS. 4. WHERE EXISTING: DUCT INSULATION IS DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL REPAIR THE DUCT INSULATION PER THE SPECIFICATIONS. z 5_ WHERE EXISTING FLEXIBLE DUCT SUPPORTS ARE DAMAGED ®/ Pq4 \ OR MISSING, THE MECHANICAL CONTRACTOR SHALL PROVIDE OR REPAIR THE FLEXIBLE DUCT SUPPORTS PER THE SPECIFICATIONS. 6. ROUTE EXHAUST AND OUTSIDE AIR DUCTWORK ABOVE ALL OTHER HVAG SYSTEM COMPONENTS WHERE POSSIBLE. 27 7. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL VOLUME DAMPERS ARE ACCESSIBLE. 42X24 O e � � 42X24 DN_ 00 0 o O FRTUI 61 CID CID o � KEY FLAN 00 0 K1- EIF 0 U S @® 0 • 51 871 cr � �p�'��,, a,� .•.•` 0•R, 0N P1 �. .. L�l MECHANICAL ROOF PLAN SCALE: 1/5" = t'-�" �`"�,` 0rF(D REVISIONS BY icor�tR.4ctaR REV. t F EWIT VTK 03, 1& 11 � v C ' Y0 ` � m o v w �--• E w ow � x N tD atD U • ¢ N � � w 'i A � 0 t` / \ N • Co f� N v c 0 s H U p Z f/� O U � O oraa o�v) 0o W o o uJo 0 61 �w o o xo M O O v� U Z m O 0 < U ne C co E W U) J< -a � U � m C N p Q m r �.r c 00 w vi > w > d� 0 o �u Y Z 0 I o U 1.0 �U i M 0 M n- Q (/) 0 X -.— 0 �' U � N _ 0 C) — L` 0 Q Ld g � M °a Q 00 O M J-- L _ a IV O L_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M3.0 m I}I.k I I I 1. f I _ ___I IIk.PI (gull(... IIII II ! _ 1 1 1 1 ! 1111 1 1! I 111 ! I_1.! i. _E I:AP 'L".I 'nu.L IJUI LBUPI I I 1 I' 1 J_ I!." I eel _L _-_IrI L '',1 _�_S__ __1__ II ._! .. _ _. --6_ !! FAN SCHEDULE MARK EF-1 EF-2 EF-3 EF-4 EF-5 EF-6 EF-1 MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENWECK MODEL NUMBER G5-0e1-4 W-GB-011-fv G5-081-!6 G15-141-3 G15-011-6 G15-081-6 GB-101-4 CFM 120 15 415 1815 250 100 1135 QEXTERNAL STATIC PRESS. (IWG) 05 25 05 05 05 05 05 Q DRIVE BELT BELT BELT BELT BELT BELT BELT i FAN RF'M 1354 801 133e 1334 lies 1221 160s MOTOR HORSEPOWER 1/4 1/6 1/6 1/2 1/6 I/6 1/4 ELECTRICAL SERVICE 115/1/60 115/1/60 115/1/60 115/I/60 115/1/60 115/1/60 115/1/60 SONES 8.1 22 13 11.8 6J0 113 10B ROOF OPENING REQUIRED 145"x145" 145"A45" 145"A45" 185"x185" 145"A45" 145"A45" 145"xI45" UNIT WEIGHT (LBSJ 58 58 58 83 58 58 53 AUTOMATIC BELT TENSIONER - - - - - - - BACKDRAFT DAMPER YES YES YES YES YES YES YES FACTORY -WIRED DISCONNECT YES YES YES YES YES YES YES W FACTORY -WIRED SPEED CONT. - - - - - - - 0 GALVANIZED WEATNERHOOD - = = = = = = LONG WALL HOUSING W ROOF CAP WITH BIRD SCREEN - - - - - - - ROOF CURB YES YES YES YES YES YES YES SOFFIT GRILLE - - - - - - - VIBRATION ISOLATION KIT YES YES YES YES YES YES YES BIRDANSECT SCREEN - - - - - - - CONTINUOUS OPERATION YES YES YES YES YES YES YES INTERLOCK WITH MECH. EQUIP. RTU-1 RTU-1 RTU-1 RTU-2 RTU-2 RTU-3 RTU-4 MOTOR STARTER (DIV. I&) - OCCUPANCY SENSOR = = = = = = THERMOSTAT - - - - - - - V TIME CLOCK - - - - - - - TOGGLE SWITCH YES YES YES YES YES YES YES 1. COOK AND TWIN CITIES ARE APPROVED EQUALS. 2. DASH (-) DENOTES NOT REQUIRED. 3. ALL EXHAUST FANS MUST DISCHARGE A MINIMUM 6'-0" AF�G. AND BE A MINIMUM OF 25-0" AWAY FROM ANY FRESH AIR INTAKE. 4. ROOFTOP FANS SHALL MEET LARGE MISSILE IMPACT TEST FOR EF CASING (WALLS, ROOF AND DOORS) AND BASE. UNIT SHALL CARRY A NOTICE OF ACCEPTANCE (NOA) FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION. LABEL EQUIPMENT PER NOA LABELING INSTRUCTIONS. FANS TO HAVE PASSED TAS-201, TAS-202 t TAS-203 PROTOCOLS. INSTALL PER MANUFACTURER'S Z INSTALLATION INSTRUCTIONS TO MAINTAIN MIAMI-DADE NOA AND FLORIDA PRODUCT APPROVAL. 5. ROUTE EXHAUST AND OUTSIDE AIR DUCTWORK ABOVE ALL OTHER HVAC SYSTEM COMPONENTS WHERE POSSIBLE. VERIFY ALL CLEARANCES PRIOR TO COMMENCEMENT OF WORK. fo. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL VOLUME DAMPERS ARE ACCESSIBLE. 1. PROVIDE H-O-A SWITCH FOR EACH EXHAUST FAN. 8. ALL EXHAUST FANS IN EACH SMOKE COMPARTMENT SHALL SHUT DOWN UPON MANUAL OR AUTOMATIC SHUT DOWN OF ASSOCIATED RTU/OAU SERVING THAT SMOKE COMPARTMENT. ALL UNITS IN EACH SMOKE COMPARTMENT TO BE INTERLOCKED TO SHUT DOWN AT THE SAME TIME. AIR D 15TR15UTION SCHEDULE MARK CFM NECK SIZE FACE SIZE DESCRIPTION SD -1 0-100 6 "4 12 "x12" SUPPLY DIFFUSER 101-200 8"0 12"A2" BASIS OF DESIGN: TITUS OMNI-AA MATERIAL: ALUMINUM 0-100 6"0 ,.�f 24"7K411 COLOR: WHITE 101-200 8110 241144" 201-325 104 241144" 326-410 124 24"x24" 411-640 1411 241524" SD-2 0-100 6" 241lx24" SUPPLY DIFFUSER BASIS OF DESIGN: TITUS TMS-AA MATERIAL: ALUMINUM 101-200 8" 2411x2411 201-325 1011 24"x24" COLOR: WHITE 326 -410 1211 24"x24" 411-640 1411 241lx24" SD-3 0-2000 221lx22" 241144" SUPPLY DIFFUSER BASIS OF DESIGN: TITUS 5OF MATERIAL: ALUMINUM COLOR: WHITE 00-1 0-110 8" 241144" LAMINAR FLOW SUPPLY DIFFUSER BASIS OF DESIGN: P?ECISION AIR PRODUCTS SS-LAMI-VENT 111-220 8" 241lx48" 221-340 8" 24"x12" MATERIAL: STAINLESS FINISH: 04 LWR-I 0-1100 24"W8" 2161144" LOW WALL RETURN GRILLE BASIS OF DESIGN: TITUS 350RSF1-SS MATERIAL: STAINLESS STEEL FINISH: "4 R3-1/EG-1 0-350 10"x10" 12"xl2" RETURN/EXHAUST GRILLE BASIS OF DESIGN: TITUS 50M MATERIAL: ALUMINUM 0-1880 22"x2211 241144" COLOR: WHITE SWS-1 0-200 8"x6" 10"x8" SIDEWALL SUPPLY BASIS OF DESIGN: TITUS 30OFS MATERIAL: ALUMINUM 201-650 14"xi0" I&IIA211 COLOR: WHITE SWR-1 0-200 8"x4" 10"xb" SIDEWALL RETURN SWEG-1 BASIS OF DESIGN: TITUS 350FL MATERIAL: ALUMINUM 201-650 18"x14" 20"xl6" COLOR: WHITE NOTES N O S IE CRITERIA SHALL NOT EXCEED 25. 2. LFD-2 TO HAVE DUAL CHAMBER DESIGN. REMOVABLE FACE PLATE MUST BE CLEANABLE (FRONT AND BACK) WITHOUT REMOVAL OF: EQUALIZING BAFFLES. 3. PROVIDE A TITUS TRM PLASTER FRAME OR AN APPROVED EQUAL FOR EACH LAY -IN AIR DEVICE IN A PLASTER OR GYPSUM -TYPE CEILING. 4. THE RUN -OUT DUCT SIZE FOR EACH SUPPLY DIFFUSER SHALL BE THE SAME SIZE AS THE NECK UNLESS OTHERWISE NOTED ON PLANS. THE RUN -OUT DUCT SIZE FOR EACH RETURN/EXWAUST GRILLE SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS): CFM DUCT DIAMETER 0-100 6"0 101-220 silo 221-350 10"o 351-480 12110 481-600 14110 601-1200 22x10 1201-IOW 22x14 PROVIDE SQUARE TO ROUND TRANSITIONS AS REQUIRED. 5. PROVIDE MINIMUM OF i" FIBERGLASS WITH FOIL/SCRIM VAPOR BARRIER. 6. METAL -AIRS AND PRICE ARE THE ONLY APPROVED EQUALS. 1. FILTERED RETURN/EXHAUST GRILLES ARE ONLY USED FOR HINGED ACCESS. NO FILTERS ARE TO BE INSTALLED. FAC<AGED ROOF TOP UNIT SCHEDULE MARK RTU-1 RTU-2 RTU-3 RTU-4 RTU-5e,5b,5c UNIT TYPE DX DX DX DX CAV / OX MANUFACTURER TRANS TRANS TRANE TRANE TRANS MODEL NUMBER SX14LF30 SXHLF30 SXHLF25 SXHLF25 TSC-120 SUPPLY AIR (CFM) 11550 1115 W25 bees 4000 OUTSIDE AIR (CPM) 1210 2125 100 sl0 200 Q Q FAN MOTOR 20 HP 15 HP 15 HP 15 HP 3D1 (BHP) Q GROSS TOTAL COOLING CAP. (M514) 364.4 35825 301.4 305B 214.18 NET TOTAL COOLING CAP. (MBH) 30S 321.4 213.4 21fo - GROSS SENSIBLE COOLING CAP. (MBH 28e.1 2312 2113 1154.0 201.18 NET SENSIBLE COOLING CAP. (MBH) 2343 200.4 1833 165 - ENTERING AIR TEMP. OF (DB/WB) 11/64 ISO/61.0 16.m/65D 115/66.1 80�/61.0 LEAVING COIL AIR TEMP. OF (DB/WB) 54.0/532 51.8/ I.6 53.4/532 54.4/525 6023/51 W HOT -GAS REHEAT YES YES YES YES - REFRIGERANT R410A R410A R410A R410A R410A PRE FILTER 30% 30% 30% 30% 211 FINAL FILTER W% W% W% W% MERV 1 EXTERNAL STATIC PRESSURE (IWG) 3.05 2.15 225 2.15 Ib5 UNIT WEIGHT (LBS) 6186 6186 5s51 5e51 2123 ELECTRICAL SERVICE 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 U Q MCA (AMPS) 85.91 is s 10.15 10.0 24.4 p MOCP (AMPS) 110 100 e0 s0 35 ENERGY EFFICIENCY (EER) 10.1 10.1 103 103 IID 1. PROVIDE RTU-I, 2, 3, t 4 WITH VARIABLE FREQUENCY DRIVES. 2. THE SUPPLY AIR SMOKE DETECTORS t0 BE PROVIDED BY ELECTRICAL, INSTALLED BY MECHANICAL, AND WIRED BY ELECTRICAL. 3. PROVIDE SEPERATE POINTS OF CONNECTION FOR SUPPLY FAN AND COMPRESSOR SECTIONS. ELECTRICAL SHALL PROVIDE DISCONNECT SWITCHES AND GPI CONVENIENCE OUTLETS. 4. PROVIDE CONTROLS WITH A DEHUMIDIFICATION MODE, DUAL COMPRESSORS WITH DUAL CIRCUIT HOT -GAS REHEAT, AND PRIMARY CIRCUIT HOT -GAS BYPASS FOR RTU'S I THROUGH 4. 5. PROVIDE, CONDENSER COIL GUARD, FACTORY FULL -PERIMETER ROOF CURBS, FULL-SIZE CONDENSATE DRAIN LINE CONNECTIONS, HIGH -EFFICIENCY MOTORS AND HIGH STATIC DRIVES, HINGED ACCESS DOORS, LOW AMBIENT OPERATION, MOTORIZED OUTSIDE AIR TRAQ DAMPERS WITH RAIN HOODS, AND STAINLESS STEEL CONDENSATE DRAIN PANS. 6. CUT THE ROOF DECK FOR DUCT DROPS AND HURRICANE STRAPPING (SEE DETAILS) ONLY. INSULATE THE INSIDE OF THE ROOF CURBS AND ROOF DECK WITH TWO LAYERS OF: ACOUSTICAL INSULATION TO PIREVENt CONDENSATION AND SOUND TRANSMISSION TO OCCUPIED SPACES BELOW. d) 1. PROVIDE PROTECTION FOR EACH UNIT INCLUDING, BUT NOT LIMITED TO, AN ANTI -SHORT -CYCLE TIMER FOR EACH OCOMPRESSOR, HEAD PRESSURE CONTROL, HIGH PRESSURE CONTROL (MANUAL RESET), AND LOW PRESSURE Z CONTROL (,AUTO RESET). S. THE MECHANICAL CONTRACTOR MUST OBTAIN SUBMITTAL APPROVAL FROM BOTH THE ELECTRICAL AND MECHANICAL ENGINEERS BEFORE PLACING THE FINAL ORDER. e. RTU-4 REQUIRES SIDE -RETURN ARRAINGMENT. SEE ROOF PLAN SHEET M3.0. 10.50TTOM OF OUTSIDE AIR INTAKE OPENING MUST BE A MINIMUM 36" ABOVE THE TOP SURFACE Of: THE ROOF LINE. 11. PROVIDE DISCONNECT MOUNTED TO UNIT, WITH EXTERNAL MEANS OF DISCONNECT FOR ALL UNITS. 12. PROVIDE MAGNAHELIC DIFFERENTIAL PRESSURE GAUGES 0-2" ACROSS EACH OF THE FILTERS. 13. ALL EXHAUST FANS IN EACH SMOKE COMPARTMENT SHALL SHUT DOWN UPON MANUAL OR AUTOMATIC SHUT DOWN OF: ASSOCIATED RTU/OAU SERVING THAT SMOKE COMPARTMENT. ALL UNITS IN EACH SMOKE COMPARTMENT t0 BE INTERLOCKED TO SHUT DOWN AT THE SAME TIME. 14. SEE DETAILS SHEETS FOR UNIT CONFIGURATION. 5UPPLY VAV 5CHEDULE MARK VAV 1-1 VAV 1-2 VAV 1-3 VAV 1-4 VAV 1-5 VAV 1-6 VAV 2-1 VAV 2-2 VAV 2-3 VAV 3-1 VAV 3-2 VAV 3-3 VAV 3-4 VAV 3-5 VAV 4-1 VAV 4-2 VAV 4-3 VAV 4-4 VAV 4-5 VAV 4-6 VAV 4-1 VAV 4-8 VAV 4-s AREA SERVED RM 0143 RM 0144 45 - - - - - - - - - - - - - - - - - - - - MANUFACTURER TRANE TRANS TRANE TRANE TRANE TRANE TRANE TRANS TRANS TRANS TRANS TRANS TRANS TRANS TRANE TRANS TRANS TRANS TRANS TRANS CRANE TRANE TRANE p MODEL NUMBER VCE-14 VCE-14 VCE-14 VCE-12 VCE-12 VCC-10 VCE-16 VCE-12 VICE-I6 VCE-14 VCE-12 VCE-10 VCE-10 VCE-16 VCE-10 VCE-14 VCE-10 VCE-08 VCE-08 VCE-08 VCE-08 VCE-00 VCC-10 W V MAXIMUM CFM 2500 2500 2500 OCCUPIED CFM 2100 2100 2100 1685 1645 120 3185 1435 3155 2430 1810 825 s50 2150 1145 1920 1005 5e0 425 425 500 450 120 MINIMUM UNOCCUPIED CFM 1600 1600 1600 185 185 165 1400 540 1120 1200 S40 450 450 1260 660 880 450 315 345 345 345 345 165 ELECTRICAL SERVICE 4WI3160 480/3/60 4WI3160 480/3/60 4WI3160 - 480/3/60 480/3/60 4WI3160 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 - �_ KW/STAGE 1 1 1 5 5 - 10 6 10 8 6 3 3 s 4 6 3 2 15 15 15 15 - STAGES 3 3 3 2 2 - 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 - TOTAL KW 21 21 21 10 10 - 20 12 20 16 12 6 6 IS 8 12 6 4 45 45 45 45 - UNIT WEIGHT (1-55J 108 108 108 s3 s3 30 120 s3 120 108 e3 81 81 120 81 108 81 61 61 61 61 61 30 CIRCUIT FUSING - - - - - - - - - - - - - - - - - - - - - - - CONTROL TRANSFORMER YES YES YES YES YES - YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES - DISCONNECT SWITCH YES YES YES YES YES - YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES - w MAGNETIC CONTACTORS YES YES YES YES YES - YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES - MANUAL RESET YES YES YES YES YES - YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES - ul U THERMAL CUT-OUT SWITCH YES YES YES YES YES - YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES - UNIT -MOUNTED T-STAT YES YES YES YES YES - YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES - CONTROL TYPE SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED - SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED SEQUENCED - p1. PROVIDE WALL MOUNTED PROGRAMMABLE THERMOSTATS TO CONTROL REHEAT. 2 RETURN VAV SCHEDULE MARK VAV 1-IR VAV 1-2R VAV 1-3R VAV I-4R VAV 1-5R VAV 2-1R VAV 2-R2 VAV 2-3R VAV 4-IR VAV 4-2R VAV 4-3R VAV 4-4R VAV 4-5R VAV 4-6R VAV 4-1R VAV 4-8R W AREA SERVED RM 0143 RM 0144 RM 0145 - - - - - - - - - - - - - Z Q MANUFACTURER TRANE TRANE TRANE TRANS TRANS TRANS TRANS CRANE TRANS TRANE TRANS TRANE TRANS TRANS TRANE TRANE Q MODEL NUMBER VCC-14 VCC-14 VCC-14 VCC-12 VCC-12 VCC-16 VCC-10 VCC-14 VCC-08 VCC-12 VCC-12 VCC-08 VCC-06 VCC-06 VCC-08 VCC-08 SERVED BY EF-I INITIAL DESIGN CFM IWO 1e50 1e50 1685 1545 2135 1100 1815 415 1315 1315 540 350 350 425 315 ~ LAG SUPPLY CFM -150 -150 -150 0 -100 -400 -335 -1340 -610 1-15 FROM-TCYrAL Or - VAV 4:1 t 4-3 -50 -15 -15 -15 -15 UNIT WEIGHT (LISS.) 1 46 46 46 1 38 1 38 1 51 1 30 1 46 1 22 38 1 38 1 22 1 21 1 21 1 22 1 22 W 1. LAG SUPPLY CFM IS THE VALUE THAT THE RETURN VAV CFM MUST DIFFER p FROM EACH RESPECTIVE SUPPLY VAV'S AIRFLOW TO MAINTAIN PRESSURE Z RELATIONSHIPS. :. •• No 51871 * :Ic . -0 STATE OF �� 01 0'��:•�� 0R1�•�C��� S8ONA0�` REVISIONS BY ISV. 4 03.18.11 Y1.K G �0() v M O EL 10 � a -2 CO E S QN? 8 C 1� o U • � L E x rs �. 3 LO oX10 ti m ti N ti a U Z U C c -°� U N C pl8 C O E c w (0' EJ U 2to fll, U y C > Q w(n�, 0 > Lu 0. O � a U Z C J N q1t O M C a J V) x Q W V i U - O v L` a W m � _ y M t a Q o0 O M � m IV O J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M4*0 VAV AIR TEMPERATURE - Al r-------------� HGRH STAGE 1 - BO VFD MOTOR SPEED (HERTZ) - AO VAV HGRH STAGE N - BO VFO IN FAULT CONDITION - BI T I (AS REQUIRED) RA t0 UNIT �Q--� I FROM ZONE VFD IN BYPASS - 51 IN OCCUPIED MODE; COOLING STAGE 1 - BO SUPPLY FAN START/STOP - BO MODULATE AIRFLOW BETWEEN MAX AND MIN OCCUPIED AIR TERMINAL i THERMOSTAT PER COOLING STAGE N - BO VFD SETPOINTS TO MAINTAIN ZONE ACT AIRFLOW AND I ZONE (AS REQUIRED) COOLING SETPOINT TO 16'F DAMPER - AI AND NOTE: THERMOSTAT DX CT SUPPLY FAN STATUS - BI (ADJ). MODULATE TRAQ AO I TO HAVE L.E.D. READOUT. (SEND ALARM IF FAILURE) DAMPER TO MAINTAIN I===== II CONSTANT OA LEVELS. STAGE i 14'F BI - LOCAL OVERRIDE Dx M VAV HEAT AS REQUIRED TO NOTE: THERMOSTAT TO HAVE L.E.D. READOUT. MAINTAIN ZONE HEAT SETPOINT I O Al - SPACE TEMP TO '10'F ADJ. PROVIDE THE HIGHER OF MIN AIRFLOW AND TYPICAL FOR VAV BOXES WITHOUT HEAT M — — — — — — '10 CFM / KW WHEN HEAT IS I RH RELATIVE HUMIDITY - Al REQUIRED. OCCUPANCY SHALL r FAN _ _ _ __ _ = BE ON A TIME OF DAY SCHEDULE. ELECTRIC HEATING ELEMENT I I Al -LOCAL TEMPERATURE ADJUSTMENT = _ _ _ _ = IF SPACE HUMIDITY IS HIGHER OA ACT Q r = _ _ _ _ = THAN 60% RH ENGAGE THE UNIT VAV AIR DAMPER N = _ _ _ _ = TO FULL COOLING AND: IF ANY VAV TEMPERATURE - Al - Al SPACE IS ABOVE IT'S COOLING SETPOINT, STAGE ZONE VAV T REHEAT COILS AS NECESSARY SA FROM UNIT Y i DISCHARGE AIR RA SMOKE SD SD SA SMOKE TO MAINTAIN SPACE SETPOINT, DETECTOR DETECTOR IF ALL SPACES ARE AT OR BY DIVISION 16 BY DIVISION I6 BELOW THEIR COOLING SETPOINTS, ENGAGE THE HGR ACT ELEC L J TO FAN MOTOR TO FAN MOTOR COIL — — — — — — — — — — — — — RELATIVE HUMIDITY - Al RH T RA TEMPERATURE - Al T LEAVING AIR TEMPERATURE - Al IN UNOCCUPIED MODE: HEATING STAGES - Bo RESET SUPPLY MIN. TO 15% OF RA SA DESIGN LEVELS. IF OA IS ABOVE 60'F THEN DEACTIVATE AIR TERMINAL AIRFLOW AND DAMPER - Al AND AO HEAT. OTHERWISE STAGE HEAT AS REQUIRED TO LIMIT SA STATIC PRESSURE - Al TEMPERATURE. PROVIDE THE NOTE: THERMOSTAT TO HAVE L.E.O. READOUT. HIGHER OF MIN AIRFLOW AND 10 CFM / KW WHEN HEAT IS TYPICAL FOR VAV BOXES WITH HEAT REQUIRED. O CONTROL SEQUENCE AND 5CHEMAT I C FOR VAV RTU - 3 O CONTROL SCHEMATIC FOR VARI A5L E AIR VOLUME UN I T5 NOT TO SCALE NOT TO SCALE HGRN STAGE I - BO VFD MOTOR SPEED (HERTZ) - AO HGRH STAGE N - BO VFD IN FAULT CONDITION - BI (AS REQUIRED) COOLING STAGE 1 - BO VFO IN BYPASS - BI THERMOSTAT IN SPACE COOLING STAGE N - BO SUPPLY FAN START/STOP - 130 NOTE: THERMOSTAT TO HAVE LED. READOUT. (AS REQUIRED) VFD PROVIDE A SEPARATE DIFFERENTIAL MIXED AIR TEMPERATURE - AI CT SUPPLY FAN STATUS - BI (SEND ALARM IF FAILURE) 14•F 51 - LOCAL OVERRIDE PRESSURE GAUGE FOR EACH FILTER BANK DX DX M � LED. READOUT O Al -SPACE TEMP FI (ONE SENSOR FOR ENTIRE RH RELATIVE HUMIDITY - Al CONTROLS SYSTEM) J OA TEMPERATURE - Al � J T AI -LOCAL TEMPERATURI: T 'i J FAN OA DAMPER - Al ACT 0 RA SMOKE DETECTOR SD 80 SA SMOKE BY DIVISION 16 DETECTOR TO FAN MOTOR BY DIVISION 16 TO FAN MOTOR T RA T SUPPLY AIR TEMPERATURE - Al TEMPERATURE - Al SA STATIC PRESSURE - Al RA SA �0) > CARBON DIOXIDE SENSOR - Al O I CONTROL SC;HE AT I C FOR VAV ROOFTOP= UN I TS RTU -1, 21 4 4 NOT TO SCALE VFO IS IN OFF POSITION SMOKE DETECTOR TRIPPED I 1. ROOFTOP UNIT SHALL SHUT DOWN. I. RTU SHALL RUN. 2. MODULATE TRAQ DAMPER TO MAINTAIN OUTSIDE AIR AT DESIGN CFM. 3. MODULATE VFO TO MAINTAIN MIN. STATIC PRESSURE REQUIRED TO DELIVER DESIGN AIRFLOWS. USE STATIC PRESSURE RESET CONTROLS. )4. NITIAL SUPPLY AIR SETPONT SHALL BE 55'F. 5. ALL SUPPLY VAV'S TO MAINTAIN SCHEDULED "OCCUPIED CFM" AIRFLOWS. 6. ALL RETURN VAV'S TO MAINTAIN SCHEDULED "LAG SUPPLY CFM" DIFFERENTIAL AIRFLOWS. 1. IF ANY ZONE IS ABOVE SETPOINT FOR MORE THAN 10 MINUTES, THEN RESET THE SUPPLY AIR SETPOINT DOWN 1'F, 8. STAGE VAV REHEAT AS NECESSARY TO MEET SPACE TEMPERATURE DEMANDS. OVERRIDE BUTTON IS ACTIVATED. VFD IS IN ON POSITION CONTROLS CALL FOR RTU TO OPERATE. (COORDINATE SCHEDULE WITH OWNER) t� "UNOCCUPIED IF ANY SPACE AIR RELATIVE HUMIDITY IS ABOVE 60% ANY SPACE TEMPERATURE IS A50VE SETPOINT IF ANY SPACE AIR RELATIVE HUMIDITY IS ABOVE 60%, ALL SPACES ARE At OR BELOW IF ALL ZONES ARE 1'F BELOW THE COOLING SE THEN RESET THE SUPPLY AIR SETPOINT UP 1'F. m THE CONTROLS SHALL OPE�RATEN DEHUMIDIFICATION MtD STAGE THECOMPRESTOMAXIMUMCAPACITYILE STAGINGTHEHOt-GHEAT t0 MAINTAIN THE SPACE TEMPERATURE SETPOINT (14'F, ADJUSTABLE). STAGE THE COMPRESSORS TO MAXIMUM CAPACITY WHILE STAGING THE HOT -GAS REHEAT TO MAINTAIN THE SPACE TEMPERATURE SETPOINT (14'F, ADJUSTABLE). I. RTU SHALL RUN. SUPPLY AIR SETPONT UP 1'F. 2. MODULATE TRAQ DAMPER TO MAINTAIN OUTSIDE AIR AT DESIGN CFM. SEE IF ALL TEMPERATURE AND HUMIDITY SETPONTS ARE MET THEN: SCHEDULESAND FOR DESIGN OA CFM PER UNIT. SUPPLY VAV'S WITH RETURN AIR TRACKING YAWS j)-3-- MODULATE VFO TO MAINTAIN MIN. STATIC UNOCCUPIED MODE - BASED ON TIME OF DAY SCHEDULE PRESSURE REQUIRED TO DELIVER DESIGN MODULATE AIRFLOW BETWEEN DESIGN AND MIN SETPOINTS TO MAINTAIN AIRFLOWS. USE STATIC PRESSURE RESET ZONE COOLING SETPOINT. CONTROLS. CYCLE HEAT AS REQUIRED TO MAINTAIN HEATING SETPOINT AND DELIVER 4. INITIAL SETPONT SHALL BE 55T-. THE SPECIFIED HEATING AIRFLOW. 5. IF ANY ZONES ARE ABOVE COOLING KEEP AT LEAST A 2B DEADBAND BETWEEN THE COOLING AND HEATING SETPONT FOR MORE THAN 10 MINUTES, THEN SETPOINT AND MORE IF POSSIBLE TO OPTIMIZE EFFICIENCY. RESET THE SUPPLY AIR SETPONT DOWN IT-. THE RETURN AIR VAV TRACKING VAV MUST KEEP THE SAME DIFFERENTIAL (LAG) FROM IT'S RESPECTIVE SUPPLY VAV TO MAINTAIN CONSTANT PRESSURE DIFFERENTIAL I a I CONTROL LOGIC FOR VAV ROOFTOP UN I T5 RTU- 11 21 4 4 NOT TO SCALE LOGIC 5YM5OL5 "AND" GATE "OR" GATE AND OR 'TIOT" GATE "THEN" GATE TYPICAL CONTROL POINTS ROOFTOP UNIT CONTROL POINTS (NR HARDWARE POINTS SOFTWARE POINTS SHOWN ON GRAPHIC SETPOINTS Al AO BI BO AV BY Aq INITIAL FINAL OUTSIDE AIR TEMPERATURE X X X OUTSIDE AIR DEWPOINT X X X OUTSIDE AIR DAMPER X X X OUTSIDE AIR MONITOR X X X LEAVING AIR TEMPERATURE X X X LEAVING AIR TEMPERATURE SETPOINT X X X 52-DST ELECTRIC HEATER STAGES X X X RETURN AIR TEMPERATURE X X X RETURN AIR RELATIVE HUMIDITY X X X MIXED AIR TEMPERATURE X X X RETURN AIR RELATIVE HUMIDITY X X X 52-55'F OX COIL STAGING X X X HGRI-I COIL X X X VFD MOTOR SPEED (HERTZ) X X X VFD STATUS (OK/FAULT) X X X X X VFD IN ON POSITION X X X X X SUPPLY FAN START/STOP X X X SUPPLY FAN STATUS X X X X SUPPLY FAN RUNTIME MAINTENANCE REa X X W DAYS SUPPLY AIR STATIC PRESSURE X X X SUPPLY AIR STATIC PRESSURE SETPOINT X X X 1,0 IWG LOCAL OVERRIDE X X X 2 HOURS ZONE TEMPERATURE X X X LOCAL TEMPERATURE ADJUST (COOLING) X X X X +2'F LOCAL TEMPERATURE ADJUST (HEATING) X X X X -2'F SPACE CARBON DIOXIDE PPM X ZONE SETPOINT - COOLING - OCCUPIED X "14'F +2'F ZONE SETPOINT - HEATING - OCCUPIED X 68'F +2'F VARIABLE AIR VOLUME CONTROL POINTS HARDWARE POINTS SOFTWARE POINTS SHOWN ON GRAPHIC SETPOINTS AI AO BI BO AV BY A INITIAL FINAL VAV DAMPER X X X VAV AIRFLOW X X X AIRFLOW MAXIMUM SETPOINT -OCCUPIED X X X SEE BGHED. AIRFLOW DESIGN SETPOINTS - OCCUPIED X X X SEE SCHED. AIRFLOW MINIMUM SETPOINTS - UNOCCUPIED X X X SEE SCHED. AIRFLOW MINIMUM SETPOINTS - HEATING X X X SEE SCHED. RETURN VAV AIRFLOW LAG SETPOINTS X X X SEE SCHED. VAV ELECTRIC HEAT STAGING (AS NESS.) X X X VAV DISCHARGE AIR TEMP. (TYP. OF ALL) X X X VAV LOCAL OVERRIDE X X X 2 HOURS VAV TEMPERATURE X X X VAV LOCAL TEMP ADJUST (COOLING) X X X X +2'F VAV LOCAL TEMP ADJUST (HEATING) X X X X -2'F VAV ZONE SETPOINT-COOLING - OCCUPIED X 140F +2'F VAV ZONE SETPOINT-HEATING - OCCUPIED X I I 68'F +2'F AI=ANALOG INPUT AO■ANALOG OUTPUT AVmANALOG VALUE BI•BINARY INPUT BO■BINARY OUTPUT BV■BINARY VALUE NR■NOT REQUIRED TYf=ICAL CONTROL POINT5 NOT TO SCALE CONTROL 6TANDARD5 MEASURED VARIABLE REPORTED ACCURACY SPACE TEMPERATURE ± OVCOI'F) DUCTED AIR OUTSIDE AIR DEW PONT DELTA-T ± 0.15'GC±025'F) RELATIVE HUMIDITY ± 2%%% RH WATER FLOW 7 2% of full scale AIR FLOW ( TERMINAL) t 10% of full acale ( see note 1) AIR PRESSURE (DUCTS) ± 25 PA (±OJ 1n w.ga AIR PRESSURE (SPACE) ± 3pa(±001 in. wga WATER PRESSURE ± IB pai ELECTRICAL (Ayp, POWER FACTOR) ±1% of reading (see note 3) CARBON MONOXIDE (CO) ± 5 %%% of reading CARBON DIOXIDE (CO2) ± 50 ppm NOTE I: ACCURACY APPLIES TO 105-1005 OF SCALE NOTE 2: FOR BOTH ABSOLUTE AND DIFFERENTIAL PRESSURE NOTE 3: NOT INCLUDING UTILITY -SUPPLIED METERS CONTROL NOTES 1. ALL VALUES ARE t0 BE ADJUSTABLE. 2. CONTROLS PACKAGE SHALL BE ABLE. TO UTILIZE OPTIMUM START, OPTIMUM STOP, AND HUMIDITY PURGE PROGRAMMING. 3. CONTROLS PACKAGE SHALL COME WITH THREE COMPLETE SETS OF PROGRAMMING MANUALS SO TWAT MODIFICATION CAN BE MADE BY OWNER AND ENGINEER 4. THE MINIMUM AND MAXIMUM OUTSIDE AIR DAMPER POSITIONS SHALL BE DETERMINED BY THE TEST AND BALANCE CONTRACTOR- 5. SEE DETAIL SHEET M5J FOR SAMPLE GRAPHIC DISPLAY. PROGRAMMABLE THERMOSTATS SHALL ALTERNATE RTU TEMPERATURES ON THE FOLLOWING SCHEDULES. AN ALERT SHALL BE SENT TO FACILITIES STAFF IF THE SERVER ROOM REACHES 80'F AT ANY POINT IN TIME. THIS WOULD SIGNIFY A FAILURE OF A NORMALLY SCHEDULED RTU TO START AND MAINTAIN AT LEAST 15'F. ROOFTOP UNIT WEEKDAY TEMPERATURE SETPOINT SUN MON TUE WED THUR FRI SAT 5A 14 W 15 14 80 15 80 55 15 14 80 15 14 80 14 5C 80 i 15 i 14 1 80 1 15 1 14 15 O CONTROL LOGIC FOR ROOFTOP UNITS RTU - S A, 55, 4 SC NOT t0 SCALE S • `��p •��GENSF . 'o�� �• No 51871 ir �-° ;• . to - • STATE n •- V REVISIONS BY REV. 4 MWIT 03.18. II yx Y �0 m o U � —2w �xCq 8 N 0. ap g ro ,� � U d ti ¢ Cz QJ ►—. ox� ti �C� N ti v 0 A—. a 1 1 pm,. L'� Q a,. Q �W o22 �. o 0$ rn w` COO. E U) € Cu N Q m� wviLp 20 a� '>m (L U_ Z C J N 14t 0 'N U V) L 7 1� o- J V) x Q o W ` V ♦ .0 U O Q L w m u •_ y M t 0 4 00 >' O M t a � _ a. m N 0 J LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M4. 1 a h 0 M .-1 O fN 00 M Qf 3 0 Ln o . 0 M O O M J 0 g c U a, rn :n U_ c U U v a� m 2 0 LL V- 0 0 M 0 s a 0 0 M 0 0 .n 0 r, w 0 0 0 a FINAL FILTER WITH MAGNEHELIC DIFFERENTIAL PRE FILTER WITH MAGNEHEL IC DIFFERENTIAL PRESSURE GAAGE MODULATING AND AIRFLOW TRACKING FACTORY- INSTALLED OUTSIDE AIR INTAKE. BOTTOM OF OPENING TO BE MIN. 36" ABOVE ROOF LINE O ROOF DECK" KEYED NOTES: O SLOPED 8 U5 DRAIN PAN QI UNIT IDENTIFICATION PLATE SCREWED TO UNIT. Q2 DISCONNECT PROVIDED BY ELECTRICAL. O MECHANICAL CONTRACTOR TO FURNISH FACTORY CURB. ROOFING CONTRACTOR TO INSTALL. ® PATE PIPING FOR CONTROL FURNISHED BY MECHANICAL CONTRACTOR DO NOT RUN IN POWER CONDUIT. ELECTRICAL CONTRACTOR TO PROVIDE PIPING PLUG FOR POWER CONDUIT. O CUT HOLE IN ROOF ONLY LARGE ENOUGH FOR DUCT AND PROVIDE STRUCTURAL STEEL SUPPORTS FOR DECKING. ® INTERNALLY ISOLATED FAN. Q MERV 1 (30%) EFFICIENCY FILTER SECTION. ® MERV 14 (S5%) EFFICIENCY FILTER SECTION. Q9 OUTSIDE AIR INTAKE HOOD TO BE MINIMUM 36" ABOVE ROOF SURFACE AT BOTTOM OF OPENING. 0 PROVIDE PRE -FILTER WITH MAGNAHELIC DIFFERENTIAL PRESSURE GAUGE 0-2" ACROSS THE FILTERS. II PROVIDE FINAL FILTER WITH MAGNAHELIC DIFFERENTIAL PRESSURE GAUGE 0-2" ACROSS THE FILTERS. FILTER WITH MAGNEHELIC DIFFERENTIAL PRESSURE GAAGE FACTORY- INSTALLED OUTSIDE AIR INTAKE. BOTTOM OF OPENING TO BE MIN. 36" ABOVE ROOF LINE KEYED NOTES: Q '— SLOPED 0 t�l UNIT IDENTIFICATION PLATE SCREWED TO UNIT. DRAIN PAN 1�2 DISCONNECT PROVIDED BY ELECTRICAL. O3 MECHANICAL CONTRACTOR TO FURNISH FACTORY CURB. ROOFING CONTRACTOR TO INSTALL. ® PATE PIPING FOR CONTROL FURNISHED BY MECHANICAL CONTRACTOR. DO NOT RUN IN POWER CONDUIT. ELECTRICAL CONTRACTOR TO PROVIDE PIPING PLUG FOR POWER CONDUIT. CUT HOLE IN ROOF ONLY LARGE ENOUGH FOR DUCT AND PROVIDE STRUCTURAL STEEL SUPPORTS FOR DECKING. © INTERNALLY ISOLATED FAN. Q PROVIDE FILTER WITH MAGNAHELIC DIFFERENTIAL PRESSURE GAUGE 0-2" ACROSS THE FILTERS. ® MERV 1 (30x) EFFICIENCY FILTER SECTION. O9 OUTSIDE AIR INTAKE HOOD t0 BE MINIMUM 36" ABOVE ROOF SURFACE AT BOTTOM OF OPENING. PRESSURE -TREATED WOOD NAILER STRIP ATTACH HOLD DOWN t0 HURRICANE STRAP WITH 1/2" BOLT SET AND BARREL WASHERS AND (8) MV x 1/ 2" TEK SCREWS WITH BARREL WASHERS. FACTORY CURB SHALL BE NRCA APPROVED MICROMETL - "MICRO -HOLD" SYSTEM MINIMUM 16 GA GALVANIZED STEEL. PROVIDE MINIMUM (4) PER UNIT. ENSURE THAT THERE IS NO MORE THAN A V-0" GAP WITHOUT BRACKET. FIELD FABRICATED HOLD DOWN MINIMUM 16 GAGE GALVANIZED SEALANT STEEL, MINIMUM 6 INCHES WIDE. ATTACH TO UNIT RAIL WITH (4) SKET AND SILICONE GALVANIZED 010 x 1/2" TEK SCREWS WITH BARREL WASHERS PER TIE DOWN. COUNTER FLASHING STRIP I" RIGID INSULATION FLASHING 3" CANT STRIP ROOFING MEMBRANE ROOF INSULATION METAL DECKING 18 GAGE, AND MINIMUM 8" MINIMUM TWO (2) PER SIDEA" ABOVE TOP OF ROOFING STAINLESS STEEL BOLT SETS OR WELD TO STRUCTURAL SUPPORT SET CURB ON TOP OF - OBTAIN APPROVAL OF METAL DECKING AND FASTEN STRUCTURAL ENGINEER PRIOR TO DRILLING STRUCTURAL OR SECURELY TO ROOF STRUCTURE WELDING TO SUPPORT FRAME V THICK 2" WIDE STEEL STRUCTURAL SUPPORT FRAME HURRICANE STRAP 36" O.C. MINIMUM FOR UNIT AND DECKING AT FULL 2 PER SIDE. LENGTH AS REQUIRED. PERIMETER OF FACTORY CURB NOTE: PRIOR TO THE STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL PROVIDE THE SERVICES OF A STRUCTURAL ENGINEER WHO SHALL VERIFY THE CORRECT INSTALLATION AND ATTACHMENT OF EACH ITEM OF ROOF MOUNTED EQUIPMENT TO THE STRUCTURE IN ORDER t0 WITHSTAND CODE REQUIRED WINDLOADS. 3/8" S.S. BOLT WITH FLAT 4 LOCK WASHER (TYP.) 1/4" THICK, 2" INCH WIDE STEEL. HURRICANE STRAP, 36" O.C„ MINIMUM TWO PER SIDE. 3/8 S S. COUNTERSUNK 'BOLT WITH FLAT t LOCK WASHER (TYPJ COUNTER SUNK BOLT THROUGH DECK (TYP.) 1/411X3153" STEEL ANGLE ON FOUR SIDES WITH 1/4"0 X LENGTH AS REQUIRED SS, FH, CSK, BOLTS WITH NUT AND LOCK WASHER INTO DECK AT 12" O.C., MINIMUM TWO PER SIDE. !�A rlTl><lill =. /—BIRD SCREEN GRAVITY DAMPER (U.ON.) i—GRAVITY BACKDRAFT DAMPERt REFER TO SCHEDULE FOR REQUIREMENT FLASHING CANT STRIP FLEXIBLE CONNECTION DUCT TRANSITION ROOF DECK EXTEND ROOF MEMBRANE TO TOP OF CANT STRIP. PROVIDE INSULATED CURB FOR MECHANICAL EQUIPMENT. PROVIDE DISCONNECT AND SPEED CONTROLLER UNDER HOUSING. 101PACKAdiE1� R00*-TOP UNIT DETAIL (if-1,2,4) I O I PACKAGED R00�-TOP 1, NIT DETAIL C�-3A) 103 � E NOT TO SCALE NOT -TOPALE CUi5 MOUNTING DETAIL � ®� ROOF: -NOT TO SCALE OP FAN DETAILNOT TO I C I ell I I BE Szol I w b" MAX. ON BOTH SIDES OF WALL (TYP-) KEYED NOTES: QI REFER t0 THE ARCHITECTURAL DRAWINGS FOR WALL CONSTRUCTION AND RATING. O THE FIRE/SMOKE DAMPER MANUFACTURER'S INSTALLATION DETAILS AND INSTRUCTIONS AS TESTED AND APPROVED BY U.L. MUST BE USED IN LIEU OF THIS DETAIL WHERE APPLICABLE. Q3 165'F FUSIBLE LINK ® CLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WALL OPENING ARE BASED UPON 1/8" PER FOOT OF WIDTH OR HEIGHT UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S INSTRUCTIONS. COORDINATE ALL OPENINGS WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLING THE DAMPER AND SLEEVE. O REFER TO SMACNA, NFPA WA, AND THE MANUFACTURER'S RECOMMENDATIONS FOR SLEEVE GAUGES. © CONNECT THE DUCT TO SLEEVE WITH AN APPROVED BREAKAWAY -TYPE CONNECTION. AFTER THE SLEEVE HAS BEEN CONNECTED TO THE DUCTWORK WITH THE BREAKAWAY CONNECTION AND THE DUCTWORK IS PROPERLY SUPPORTED, REMOVE THE CONSTRUCTION SCREWS FROM THE BREAKAWAY CONNECTION, SEAL THE DUCTWORK, AND INSULATE AS REQUIRED. O SECURE RETAINING ANGLES TO THE SLEEVE ON 8" CENTERS WITH ONE OF THE FOLLOWING METHODS: 1/4" BOLTS AND NUTS, NO. 10 STEEL SCREWS, 1/2" LONG WELDS, OR 3/16" STEEL RIVETS. ® THE RETAINING ANGLES (MINIMUM 1-1/2"A-1/2"Ab GAUGE) MUST OVERLAP THE STRUCTURAL OPENING ON ALL FOUR SIDES OF THE SLEEVE AND DAMPER BY A MINIMUM OF ONE INCH AND COVER THE CORNERS OF THE OPENINGS ON BOTH SIDES OF THE RATED WALL. CAULK THE EXTERIOR PERIMETER OF THE RETAINING ANGLES WITH AN APPROVED CAULKING MATERIAL TO PREVENT THE PASSAGE OF SMOKE. CAULKING MATERIAL DOES NOT HAVE TO BE FIRE -RATED. Og MULTIPLE DUCTS PENETRATING A SECTION OF RATED WALL SHALL HAVE A MINIMUM SEPARATION OF SIX INCHES (Co") BETWEEN THE DUCTS. ® MOUNT THE FACTORY -PROVIDED DAMPER MOTOR ACTUATOR OUTSIDE THE DUCT AND CLEAR OF THE WALL AND DUCT INSULATION. INTERLOCK WITH AN AIR HANDLER'S SMOKE DETECTOR OR THE BUILDING SMOKE DETECTION / FIRE CONTROL SYSTEM AS APPROPRIATE. Il THE ACCESS PANEL SHALL BE INSTALLED FOR THE PRESSURE CLASSIFICATIONS AND CONSTRUCTION STANDARDS REQUIRED AND SHALL BE LARGE ENOUGH TO PERMIT MAINTENANCE AND RESETTING OF THE DEVICES WITH TWO HANDS. PROVIDE TWO ACCESS PANELS IF NECESSARY. THE ACCESS PANEL LOCATION SHALL BE FREE OF OBSTRUCTIONS AND FULLY ACCESSIBLE. DUCT 'H rPa O I NDOTYNAMEIC FIRE/SMOIKE DAMPER (WALL)DETAIL I ® I DYNAMIC: FIRE DAMPER (WALL) DETAILNOT TO SCALE DRAIN LINE SLOPED MIN. 1/8" PER FOOT. CLEAN -OUT (TYP.) CONDENSATE B II DRAIN PAN A G TONS PIPE SIZE 1-2 3/4" 3-5 1" 6 -30 11/4" 31-50 11/2" 51-110 2" IT1-300 3" 301-430 4" 431-100 5" ROUTE t0 PRIMARY STORM DRAINS ON ROOF. FINAL TERMINATION IS SITE STORM SEWER. NOTES: 1. TRAP EVERY DRAIN LINE CONNECTION. 2. BLOW -THROUGH FAN: DRAW -THROUGH FAN: A - SP + I" MIN. A - 1/2 OF B, MIN. I" B ■ 1/2 OF A, MIN. 1" B ■ SP + I" MIN. C-A+B+(15xPIPE DIAa C-A+B+(15xPIPE DIA.) 3. PIPE SIZE SHALL NOT BE LESS THAN DRAIN LINE CONNECTION SIZE. 4. ADJUST THICKNESS OF HOUSEKEEPING PAD OR UNIT SUPPORTS AS REQUIRED TO PERMIT PROPER TRAP DEPTH. 5. FILL EVERY TRAP MANUALLY PRIOR TO INITIAL START-UP. 6. INSULATE WITH V ARMAFLEX WHEREVER CONDENSATE MAY CAUSE DAMAGE. 1. USE MINIMUM 2" PIPE BELOW GROUND. • SP EQUALS NEGATIVE STATIC PRESSURE AT FAN SUCTION FOR DRAW THROUGH FANS AND POSITIVE STATIC PRESSURE AT FAN DISCHARGE FOR BLOW THROUGH FANS. MEDIUM / HIGH SHEET METAL DUCT MAIN DUCT BELL -MOUTH OR SPIN -IN FITTING WITHOUT DAMPER MEDIUM / HIGH SHEET METAL DUCT / VERIFY REQUIRED / 2 CLEARANCE WITH / MANUFACTURER / G ACCESS PANEL TO AND NEC / FACILITATE PERIODIC AIRFLOW MEASUREMENT DEVICE CLEANING � PAR CONTROL STRAIGHT D (15 MIN. TO 3 MAX. DUCT DIAMETERS) CONSTANT AIR VOLUME TERMINAL UNIT LOW PRESSURE DUCTWORK —7 48" MIN. STRAIGHT DUCT PRIOR TO— NOTES: AS REQUIRED OUTLET AS REQWRED — ANY TAKEOFFS 1. SIZE RUN -OUT DUCT FROM FITTING TO TRANSITION AT NO MORE THAN 0.15 IWG PRESSURE LOSS PER 100 LINEAR FEET. 2. COORDINATE EXACT LOCATION OF ELECTRIC DATER CABINET AND CONTROL BOX AND SHOW ON SHOP DRAWINGS. VERIFY LOCATION OF ACCESS PANEL !BOTTOM, LEFT, OR RIGHT) AND COORDINATE WITH ALL OTHER TRADES BEFORE ORDERING. 3. PROVIDE FOUR FEET OF STRAIGHT, UNLINED DUCTWORK DOWNSTREAM OF THE REHEAT COIL, PRIOR t0 ANY DIFFUSER TAKEOFFS UNLESS OTHERWISE PUBLISHED BY THE MANUFACTURER 4. COORDINATE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS t0 PROVIDE THE RECOMMENDED MINIMUM LENGTHS OF STRAIGHT DUCT AT THE INLET AND DISCHARGE SIDE OF THE AIR TERMINAL UNIT. 30' MAX. TRANSITION t0 MATCH CAV INLET 30' MAX. TRANSITION TO MATCH CAV MAXIMUM 15' TRANSITION KEYED NOTES: QI REFER TO THE ARCHITECTURAL DRAWINGS FOR WALL CONSTRUCTION AND RATING. O THE FIRE DAMPER MANUFACTURER'S INSTALLATION DETAILS AND INSTRUCTIONS AS TESTED AND APPROVED BY U.L. MUST BE USED IN LIEU OF THIS DETAIL WHERE APPLICABLE. �3 165'F FUSIBLE LINK ® CLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WALL OPENING ARE BASED UPON 1/8" PER FOOT OF WIDTH OR HEIGHT UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S INSTRUCTIONS. COORDINATE ALL OPENINGS WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLING THE DAMPER AND SLEEVE. O REFER t0 SMACNA, NFPA WA, AND THE MANUFACTURER'S RECOMMENDATIONS FOR SLEEVE GAUGES. © CONNECT THE DUCT TO THE SLEEVE WITH AN APPROVED BREAKAWAY -TYPE CONNECTION. AFTER THE SLEEVE HAS BEEN CONNECTEP TO THE DUCTWORK WITH THE BREAKAWAY CONNECTION AM THE DUCTWORK IS PROPERLY SUPPORTED, REMOVE THE CONSTRUCTION SCREWS FROM THE BREAKAWAY CONNECTION, SEAL THE DUCTWORK, AND INSULATE AS REQUIRED. O SECURE RETAINING ANGLES TO THE SLEEVE ON 8" CENTERS WITH ONE OF THE FOLLOWING METHODS: 1/4" BOLTS AND NUTS, NO. 10 STEEL SCREWS, 1/2" LONG WELDS, OR 3/16" STEEL RIVETS. ® THE RETAINING ANGLES (MINIMUM 1-1/2"A-1/2"Ab GAUGE) MUST OVERLAP THE STRUCTURAL OPENING ON ALL FOUR SIDES OF THE SLEEVE AND DAMPER BY A MINIMUM OF ONE INCH AND COVER THE CORNERS OF THE OPENINGS ON BOTH SIDES OF THE RATED WALL. O MULTIPLE DUCTS PENETRATING A SECTION. OF RATED WALL SHALL HAVE A MINIMUM SEPARATION OF SIX INCHES (6") BETWEEN THE DUCTS. 10 THE ACCESS PANEL SHALL BE INSTALLED FOR THE PRESSURE CLASSIFICATIONS AND CONSTRUCTION STANDARDS REQUIRED AND SHALL BE LARGE ENOUGH TO PERMIT MAINTENANCE AND RESETTING OF THE DEVICES WITH TWO HANDS. PROVIDE TWO ACCESS PANELS IF NECESSARY. THE ACCESS PANEL LOCATION SHALL BE FREE OF OBSTRUCTIONS AND FULLY ACCESSIBLE. Y X 1'-1" RECOh1D FOR HIGH VELOCITY 1'-4" RECOMMENDED FOR LOW VELOCITY REDUCTION � DUCT�`` Q;•' D�G c AI FLOW AREA TO E ECTANGULAR DUCT ENO� EXCEED 20 _ No NOTE : 1"-I" RECOMMENDED FOR HIGH VELOCITT- ,o s 1"-4" RECOMMENDED FOR LOW VELOCIT1r: 9 •STi • b AIR FLowl I V BLADE DAMPER NOTE: ALL DAMPERS ARE NOT SHOWN ON FLOOR PLANS. HOWEVER DAMPERS ARE REQUIRED ON ALL BRANCH TAKE -OFFS (EXCEPT TAKE -OFFS OVER HARD CEILINGS AND FOR VAV BOXES). SOME DAMPERS WILL BE REQUIRED AFTER TRANSITIONS. PROVE A VOLUME DAMPER WITH A 2" STANDOFF WITH A LOCKING QUADRANT THAT IS 24 MIN. OR 2 GAAGES HEAVIER NOTE :11 SLOPE IS RECOMMENDED FOR HIGH VELOCITY, If4 SLPOE FOR LOW VELOCITY OCONDENSATE DRAIN LINE P-TRAP DETAIL ® CONSTANT AIR VOLUME UNIT DETAIL DUCTWORK DETAIL ® DUCT TRAhISI OWATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE REVISIONS BY REV. 4 PERMIT YiK 03.18. II G �00 U V cj O U � C oBw � g G � U I ¢°'cz �C/)ti E CD cq ti s a. �j IF �w ��.c. o� Cob -7 I CO o � � E U o ❑ � a c LL E U $ fngz O U c 1 1 ' 111 1. 1: L' 1. Ip. a1!lNld l!'IS. L__ 1111.•!!. -!' ] :1 1'1" ...0 a1!'�Li 7 ;.I DUCT OPENING AIR FLOW FIRE DAMPER AIR TIGHT GASKET TO RUN AROUND EDGE OF ACCESS PANEL LATCH ACCESS PANEL SIZE SCHEDULE EQUIPMENT SIZE ACCESS PANEL SIZE 6" TO 1511 10" W x (EQUIPMENT DEPTH-219 D 15" TO 21" 12" W x (EQUIPMENT DEPTH-219 D 21' AND ABOVE 18" W x (EQUIPMENT DEPTH-219 D ALL OTHER ACCESS PANELS TO BE A MINIMUM OF 15" x 15" WHERE DUCT SIZE ALLOWS. USE FOUR CAM LATCHES ON PANELS LARGER THAN 18" x 18" SIZE. PROVIDE ACCESS FOR SMOKE DETECTORS, FIRE DAMPERS, REHEAT COILS AND ALL OTHER EQUIPMENT REQUIRING ACCESS 0 NOT PAL DETAIL UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM REINF'ORCEMENT / -�I P MIN. SCREWS MAY BE OMITTED IF HANGER STRAP LOOPS ALL - THREAD ROD NUT (TYPJ ANGLES 011- 1 j-jV \" I V I..VVP•11 IVI Is (VERIFY UPPER TRAPEZE LOAD CAPACITY) BOLT (TYP.) FIXED IN POSITION WITH SHEET METAL SCREWS OR RIVETS TO ENDCAPS NOTES: 1. Hv • 14-1/8" FOR UNLINED DUCT Hv • H-1/8"- 2t FOR LINED DUCT WHERE t ■ DUCT THICKNESS 2. Hv 4/• 18" FOR EACH SINGLE SPLITTER SECTION 3. E/■ 20 4. R • I5W 5. n * NUMBER OF SPLITTERS WHERE DISTANCE BETWEEN SPLITTERS IS 3" 19/■ W/n ti/• 4 1/211 6. JOINTS AT DUCT CONNECTION BY DUCTMATE OR OTHER APPROVED METHOD O �TO SCALE UC uOW (EL50M) DETAIL SECURE WIRE 10"0 MAX. HANGER STRAPS )AD -RATED ASTENERS 24"4 MAX. BAND OF SAME SIZE AS HANGER STRAP 50"4 MAX. NOTE: HANGER MUST NOT DEFORM DUCT SHAPE. 2" MINIMUM THICKNESS FLEXIBLE FIBER3LASS INSULATION, ASTMC553, TYPE 1, CLASS 5-4 (MINIMUM R-VALUE■6) STAPLE 2" FLANGE THEN TAPE OVER THE JOINT AND STAPLE TO PROVIDE VAPOR -TIGHT SEAL SEAL ALL SEAMS WITH HARDCAST CUT INSULATION TO PROPER LENGTH TO AVOID COMPRESSION OF INSULATION SHEET METAL DUCT NOTES: 1) SECURE INSULATION WITH WELDED STICK PINS ON DUCTWORK 18" AND LARGER 2) USE FIBROUS DUCTBOARD (MINIMUM R-VALUE ■ 6) IN LIEU OF FLEXIBLE FIBERGLASS INSULATION FOR ALL LOCATIONS WHERE DUCTWORK IS EXPOSED TO VIEW. q)10=T WRAP DETAIL NOT TO SCALE ROUND SPIRAL SWEET METAL RUN -OUTS GREATER THAN 6', WITH 2" WRAP INSULATION SPIN -IN FITTING, WITH ' SCOOP AND DAMPER 3 SHEET METAL SCREWS THRU HELIX OF FLEXIBLE DUCT, BAND CLAMP, TAPED RADIUS EQUAL TO THE FLEX - DUCT DIAMETER i NOTE_ PROVIDE OPPOSED BLADE DAMPER IN DRYWALL CEILINGS. HANGER STRAP, 1 ", 22 GAUGE SHEET METAL. TYPICAL FLEXIBLE DUCT, "FLEX MASTER 8M" OR "THERMO FLEX MK-E", INSULATED MAX 8', DO NOT SACS OR KINK SUPPORT WIRES FOR CEILING DIFFUSER HUNG FROM STRUCTURE WRAP INSULATION ABOVE THE CEILING DIFFUSERS I O I NOT ULAR DUCT HANGERS ANGERS DETAIL I ®I ROUND DUCT HA RS DETAIL 1G) I FNOT TO SCALE o ESCALE I X IB E DUCT RIIN-OUT (SUPPLY) DETAIL pTem Cooling g y g g point De5adband de Override 1 Ovail Cooling Cooling Heating 'Occupied Heat Occupied Occ. Room p Set oint p Setpoint p From Setpoint po' Set p Offset CFM Position Lea np Air Heat g p Actin blel' Mode ''Max Cfm 'Min CFM CFM Cfm Required KW Sensor VAV Occupied Unoccupied Setpoint Occupied Unoccupied 2 Hr RTU-7 7-1 Lobby 76 75 77 1.0 70 68 5 1395 95% 55.9- No Yes Occupied 1395 305 525 1.5.5-9pm 7-2 Atrium 69 75 77 6.0 70 68 5 558 ° 35 /° 95.2 On -Turn Red No Yes Occu ied pi 1395 305 470 3 5-9pm 7-3 Office 75 75 77 0.0 70 68 5 1139 80% 55.9- No Yes Occupied 1340 305 470 4.5 5-9pm 7-4 Visitor lounge 75 75 77 0.0 70 68 5 715 75% 55.9- No Yes Occupied 715 360 360 715 4.5 5-9pm 7-4R 0 715 75% 715 360 360 715 7-5 Multi Purpose 75.5 75 77 0.5 70 68 5 1530 70% 55.9- No Yes :Occupied '; 1530 765 765. 1530, 3.5 5-9pm 7-5R 0 1530 75% 1530' 765' 765 1530' 7-6 Private Dining 9 76.5 75 77 1.5 70 68 5 500 80% 55.9- No Yes p' Occu ied 500 225 225 5001 3 5-9pm 7-6R 0 500 75% 1 500 225 225 500 7-7 Salon 75 75 77 0.0 70 68 5 810 80% 55.9- No Yes Occupied 810 810 810 810 2 5-9pm 7-7R 615 195 75% 195 195 195 195 7-8 Phy therapy 75 75 77 0.0 70 68 5 1950 80% 55.9- No Yes Occupied 1950 1010 1010 1950 3 5-9pm 7-8R 1010 940 75% 940 0 0 940 7-9 Exam 75 75 77 0.0 70 68 5 1765 80% 55.9 - No Yes Occupied 1765 1305 1305 1765 0 5-9pm 7-9R 1305 460 75% 460 0 0 460 RTU-2 8-1 Office 76 75 77 1.0 70 68 5 775 95% 55.9 - "No Yes Occupied 775 225 330 6.5 5-9pm 8-2 Soiled Holding 76.7 75 77 1.7 70 68 5 120 80% 55.9- No Yes Occupied 120 120 120 120 3,5-9pm 8-3 Clean Linen 75 75 77 0.0 70 68 5 1000 80% 55.9 - No Yes Occupied ` 1000 500 500 1000 3 5-9pm 8-3R 0.0 75 925 80% 55.9 - No Yes Occupied 925` 425 425 925 4.5 8-4 Wash 75 75 77 0.0 70 68 5 1000 80% 55.9- No Yes Occupied 1000` 1000 1000 1000 4.5 5-9pm 8-5 Tele 75 75 77 0.0 70 68 5 250.75 80% 55.9- No Yes Occupied 295 150 150 4.5 5-9pm 8-6 Lounge 75 75 77 0.0 70 68 5 1236.75 80% 55.9- No Yes Occupied 1455 395 395' 6.5 5-9pm 8-7 Kitchen 75 75 77 0.0 70 68 5 610 80% 55.9- No Yes Occupied 610 610 610 610 3 5-9pm 8-8 Kitchen 75.7 75 77 0.7 70 68 5 1715 80% 55.9 - No Yes Occupied ' 1715 345 345 1715 3 5-9pm 8-8R -95 1810 80% 55.9 - No Yes Occupied 1810 440 440 1810 3 8-9 Kitchen 75 75 77 0.0 70 68 5 1715 80% 55.9 - No Yes Occupied 1715 1715 1715 1715 4.5 5-9pm 1@1CONTROLIS GRAPHIC DATA 0I80-P1.-AY NOT TO SCALE NOTE: INDIVIDUAL DATA TAGS AND EQUIPMENT NUMBERS ARE FOR DEMONSTRATION PURPOSES ONLY. CONTROLS GRAPHIC FOR THIS SCOPE OF WORK WILL RENDER THE SAME INFORMATION ALL IN A SINGLE DISPLAY SO THAT ALL VAV SETPOINtS AND READINGS ARE EASILY OBSERVED AND MANIPULATED FROM ONE SCREEN. O DAMPERS OELATION O TRANSITION O OTAKE OFF W3xD3_A_ HINGE OR ROD WI Q t ¢W2D3+ W3D) A 3 W3 D3 Afi4(W2 19 D2)+ (W3 03) Wl W 1 FLOW ALTERNATIVE: VANED ELBOW WITH TRANSITION FOLLOWNG SUB BRANCH 1 n Bx 2 D2 W x D B�''4(W2 02)+ (W3 03)WW2 1 1 f FLOW INSULATION PER NOTE 2 WM MAN AIR FLOW W2 x FLOW 92 BRMAIN ANCH ,� -� REFNOTE 1. 1 �y BRANCH �-- SET SCREW I O CONTROL ROD W&OCK SPLITTER DAMPER BLADE LENGTH E4UAL TO 3/4 OF DUCT WIDTWf MIN 6" -� SUPPLY AIR DUCTS +-- EXHAUST OR RETURN AIR DUCTS U4 WM , 45' MAX WM R WB OR 4" MIN OPPOSED BLADE MANUALVOLUME DPER 15ELLMOUT14 WB TAKE -OFF BRANCH DUCT NOTES WIDTH, WB 1 RI s R2 ARE RESPECTIVELY 1.15 AND 0.15 OF THE GREATER OF B OR W 2 SUPPLY DUCT CAN BE EXTERNALLY OR INTERNALLY INSULATED. EXHAUST AND RETURN AIR DUCTS EXTERNALLY NSULATED ONLY DUCTUJOW DETAIL NOT TO SCALE ,%%%%J1111111//s! ♦♦%% �S • 8 4 S �,� i ,�♦♦O0 ;•7' E N S No 871 �cc s STAT ti • r . REVISIONS BY AHCA G01"N'1ENTS 03.18. Il MIN INWICACINTRACTOR REV. 4 FEN 11T VTrK 03.18.11 V OC v Cn op°W N EI ro c a i° o ro o L rl Q E x ¢fro 5 LO n ►� E CD CV a a i �j ca wE, Of v7 m m m� M 0 o U Z � c o n C 2 0 C E W ODE E a � U ffis 5 U) U 0 o gZ M C (� pN Q C d i3 Q m • C i aoa 3� �g U_ Z 0 J It '7 U M c M a J xa cn UJ V +� U - o 0 a W m LO = M t COL Q ao s M a L. � a. N 0 J LA - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M5o 1 ELECTRICAL INDEX El ELECTRICAL LEGEND E2 ELECTRICAL LIGHTING FIXTURE SCHEDULE E3 ELECTRICAL SITE PLAN - DEMOLITION E4 ELECTRICAL LIGHTING PLAN - DEMOLITION E5 ELECTRICAL POWER PLAN - DEMOLITION E6 ELECTRICAL SITE PLAN - NEW WORK El ELECTRICAL LIGHTING PLAN EAST - NEW WORK E8 ELECTRICAL LIGHTING PLAN WEST - NEW WORK E9 ELECTRICAL LIGHTING ENLAF2GED PLAN - NEW WORK EIO ELECTRICAL POWER/COMhtt.INICATIONS PLAN EAST - NEW WORK Ell ELECTRICAL POWER/COMMUNICATION5 PLAN WEST - NEW WORK E12 ELECTRICAL POWER / HVAC PLAN EAST - NEW WOW E13 ELECTRICAL POWER / HVAC PLAN WEST - NEW WORK E14 ELECTRICAL ROOF PLAN - NEW WORK E15 ELECTRICAL AHCA FLOOR PLAN - PHASE I EIL ELECTRICAL AHCA FLOOR PLAN - PHASE II Ell ELECTRICAL POWER DISTRIBUTION RISER DIAGRAM EIS FIRE ALARM RISER DIAGRAM, NURSE CALL RISER DIAGRAM AND LIGHTING MANAGEMENT R15ER DIAGRAM E19 TYPICAL DETAILS E20 ELECTRICAL PANEL SCHEDULES AND LOAD CALCULATIONS E21 ELECTRICAL PANEL SCHEDULES AND LOAD CALCULATIONS E22 ELECTRICAL PANEL SCHEDULES AND LOAD CALCULATIONS E23 ELECTRICAL ENLAF;r3ED OR PLANS, DETAILS AND NOTES TELEPHONE, TELEVISION AND COMPUTER LEGEND SYMBOL DESCRIPTION MOUNTING p TELEPHONE/DATA OUTLET FOR DESK 18" AFF TO C/L MOUNTED EQUIPMENT C TELEPHONE/DATA OUTLET FOR COUNTER SEE ARCHITECTURAL TOP MOUNTED EQUIPMENT INTERIOR ELEVATIONS p TELEPHONE OUTLET FOR DESK 18" AFF TO C/L MOUNTED TELEPHONE W TELEPHONE OUTLET FOR WALL 48" AFF TO C/L MOUNTED TELEPHONE C TELEPHONE OUTLET FOR COUNTER TOP SEE ARCHITECTURAL TELEPHONE INTERIOR ELEVATIONS p TELEPHONE OUTLET FOR PUBLIC PAY 48" AFF TO C/L TELEPHONE ® TELEPHONE OUTLET INSTALLED IN FLUSH WITH FINISHED FLOOR BOX FLOOR ® COMPUTER OUTLET INSTALLED IN FLUSH WITH FINISHED FLOOR BOX FLOOR ® TELEPHONE/DATA OUTLET INSTALLED IN FLUSH WITH FINISHED FLOOR BOX FLOOR OTELEVISION OUTLET IS" AFF TO C/L UNLESS OTHERWISE INDICATED Q COMPUTER OUTLET FOR DESK MOUNTED 18" AFF TO C/L D COMPUTER EQUIPMENT Q COMPUTER OUTLET FOR DESK MOUNTED SEE ARCHITECTURAL C COMPUTER EQUIPMENT INTERIOR ELEVATIONS ® TELEPHONE TERMINAL BOARD "TTB" WALL MOUNTED T.T.B. m TELEPHONE TERMINAL CABINET "TTG" 12" AFF TO TOP T.T.C. m COMPUTER TERMINAL CABINET "CTC" 12" AFF TO TOP C.T.C. ® CABLE TELEVISION TERMINAL BOARD WALL MOUNTED C.T.T.B. "CTTB" T TELEPHONE RACEWAY SYSTEM CONDUIT TV CABLE TELEVISION RACEWAY SYSTEM CONDUIT CP COMPUTER RACEWAY SYSTEM CONDUIT ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING FLUORESCENT LIGHT FIXTURE SEE FIXTURE SCHEDULE FLUORESCENT LIGHT FIXTURE SEE FIXTURE SCHEDULE ON CRITICAL BRANCH CIRCUIT FLUORESCENT LIGHT FIXTURE SEE FIXTURE SCHEDULE - ON LIFE SAFETY BRANCH CIRCUIT, NITS LIGHT TO BURN CONTINUOUS Q FLUORESCENT LIGHT FIXTURE SEE FIXTURE SCHEDULE SPLIT WIRED TO NORMAL AND CRITICAL BRANCH CIRCUITS O FLUORESCENT, INCANDESCENT OR SEE FIXTURE SCHEDULE HID LIGHT FIXTURE FLUORESCENT, INCANDESCENT OR SEE FIXTURE SCHEDULE O HID LIGHT FIXTURE ON CRITICAL BRANCH CIRCUIT FLUORESCENT, INCANDESCENT OR SEE FIXTURE SCHEDULE HID LIGHT FIXTURE ON LIFE SAFETY BRANCH CIRCUIT, NITE LIGHT TO BURN CONTINUOUS EXCEPT FOR OUTDOOR FIXTURES FLUORESCENT, INCANDESCENT OR SEE FIXTURE SCHEDULE HID LIGHT FIXTURE FLUORESCENT, INCANDESCENT OR SEE FIXTURE SCHEDULE QH HID LIGHT FIXURE ON CRITICAL BRANCH CIRCUIT FLUORESCENT, INCANDESCENT OR SEE FIXTURE SCHEDULE HID LIGHT FIXTURE ON LIFE SAFETY �-I BRANCH CIRCUIT, NITE LIGHT TO BURN CONTINUOUS EXCEPT FOR OUTDOOR FIXTURES FLUORESCENT STRIP LIGHT FIXTURE SEE FIXTURE SCHEDULE FLUORESCENT STRIP LIGHT FIXTURE SEE FIXTURE SCHEDULE —� ON CRITICAL BRANCH CIRCUIT FLUORESCENT STRIP LIGHT FIXTURE SEE FIXTURE SCHEDULE ON LIFE SAFETY BRANCH ® EXIT LIGHT FIXTURE. (SHADED SEE FIXTURE SCHEDULE QUADRANT) INDICATES FACE(S) OF FIXTURES EXIT LIGHT FIXTURE. (SHADED SEE FIXTURE SCHEDULE QUADRANT) INDICATES FACE(S) OF FIXTURES LIGHT TRACK WITH LIGHT FIXTURES SEE FIXTURE SCHEDULE Z�TT EMERSENCY BATTERY PACK LIGHT SEE FIXTURE SCHEDULE FIXTURE O Q PARKING LOT OR ROADWAY LIGHT SEE FIXTURE SCHEDULE FIXTURE .-0_. PARKING LOT OR ROADWAY LIGHT SEE FIXTURE SCHEDULE FIXTURE ON LIFE SAFETY BRANCH CIRCUIT OO SIDEWALK BOLLARD LIGHT FIXTURE SEE FIXTURE SCHEDULE O SIDEWALK BOLLARD LIGHT FIXTURE SEE FIXTURE SCHEDULE ON LIFE SAFETY BRANCH CIRCUIT �Do FLUORESCENT, INCANDESCENT OR HID SEE FIXTURE SCHEDULE ADJUSTABLE LIGHT FIXTURE PADDLE TYPE CEILING FAN SEE FIXTURE SCHEDULE ® ® EXHAUST FAN SEE MECHANICAL DRAWINGS SWITCH, SINGLE POLE (SUBSCRIPT 46" AFF TO C/L S a INDICATES CONTROLLING SWITCH) S 2 SWITCH, DOUBLE POLE 48" AFF TO C/L S 3 SWITCH, THREE-WAY 48" AFF TO C/L S 4 SWITCH, FOUR-WAY 48" AFF TO C/L S L SWITCH, LOW VOLTAGE 48" AFF TO C/L S D SWITCH, DIMMER 48" AFF TO C/L S F SWITCH, FAN 46" AFF TO C/L S T SWITCH, WITH TIMER 45" AFF TO C/L S M SWITCH, MOTOR RATED 48" AFF TO C/L 20 AMP SINGLE RECEPTACLE 18" AFF TO C/L 20 AMP SINGLE RECEPTACLE FOR COORDINATE WITH EWC 0- ELECTRIC WATER COOLER GENERAL CONTRACTOR 20 AMP DUPLEX RECEPTACLE 18" AFF To C/L 20 AMP DUPLEX RECEPTACLE 44" AFF TO C/L OR AS NOTED 20 AMP QUADPLEX RECEPTACLE 18" AFF TO C/L 0- 20 AMP GFCI DUPLEX RECEPTACLE 18" AFF TO C/L WP 0, 20 AMP GFCI DUPLEX RECEPTACLE 18" AFF TO C/L WITH WEATHERPROOF COVER 20 AMP DUPLEX RECEPTACLE 18" AFF TO C/L (TOP HALF SWITCHED) 20 AMP GFCI DUPLEX RECEPTACLE 44" AFF TO C/L OR AS NOTED ®� 30 AMP, 1 PHASE, 125/250V., 3P, 46" AFF TO C/L OR 3W. (DRYER) AS NOTED NURSE CALL LEGEND 5Yl" iBOL DESCRIPTION MOUNTING OT A TOILET EMERGENCY STATION WITH PULL CORD 48" AFF TO C/L 011 SINGLE BEDSIDE CALL STATION 48" AFF TO C/L WITH GALL CORD © CORRIDOR DOME LIGHT CEILING a CORRIDOR DOME LIGHT 1'-6" AFF TO C/L NURSE CALL POWER SUPPLY 12" AFF TO TOP NCPS "NCPS" NURSE CALL ANNUNCIATOR PANEL 60" AFF TO TOP NCAP "NCAP" N NURSE GALL RACEWAY SYSTEM CONDUIT OD i DUTY STATION 48" AFF TO C/L STAFF STATION 48" AFF TO C/L Q-I CODE BLUE 48" AFF TO C/L Q ZONE LIGHT CEILING ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING 1�p1�I C0MBNATION MAGNETIC 60" AFF TO TOP fro MOTOR STARTER TARTER SIZE ® MANUAL MOTOR STARTER TARTER SIZE 60" AFF TO TOP 0 j� `) MOTOR CONNECTION AS NOTED S SHUNT -TRIP BUTTON IN A KEYED 48" AFF TO C/L OR LOCK ENCLOSURE AS NOTED ®• ELECTRIC DUCT HEATER SEE MECHANICAL DRAWINGS I® DOOR CHIME 84" AFF TO C/L 0 DOORBELL PUSHBUTTON 48" AFF TO C/L TO THERMOSTAT SEE MECHANICAL DRAWINGS O MOTORIZED DAMPER SEE MECHANICAL DRAWINGS 1O 1O KEYED NOTES - PANELBOARD UNDER 250 VOLTS 12" AFF TO TOP ® PANELBOARD OVER 250 VOLTS 12" AFF TO TOP �T DRY TYPE TRANSFORMER SEE TRANSFORMER SCHEDULE © AUTOMATIC TRANSFER SWITCH 12" AFF TO TOP ED GENERATOR REMOTE ANNUNCIATOR 60" AFF TO TOP GRAP PANEL GENERATOR SECURE TO CONCRETE SLAB USING SPRING VIBRATION ISOLATORS TIME SWITCH WALL MOUNTED ® CONTACTOR WALL MOUNTED BRANCH CIRCUIT CONCEALED ABOVE CEILING OR IN WALL. SLASH MARKS INDICATE NUMBER OF CONDUCTORS. SHORT SLASHES INDICATE PHASE CONDUCTOR OR SWITCH LEG. LONG SLASH INDICATES NEUTRAL CONDUCTOR SHORT HOOKED SLASH INDICATES ISOLATED GROUND (EQUIPMENT GROUND REQUIRED BUT NOT SHOWN) TWO CONDUCTORS PLUS GROUND REQUIRED (UNLESS OTHERWISE NOTED OR MARKED). -�}*- BRANCH CIRCUIT WITH ISOLATED GROUND HOME RUN TO PANELBOAW -- BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB OR UNDERGROUND - - - - BRANCH CIRCUIT CONDUIT EXPOSED -W SURFACE MOUNTED DECORATIVE RACEWAY (Ea : wIREMol-D) -LV- LOW VOLTAGE WIRING INSTALLED IN CONDUIT -LS- LIFE SAFETY BRANCH CIRCUIT C CRITICAL BRANCH CIRCUIT EQ EQUIPMENT BRANCH CIRCUIT C CONDUIT RUN UP 00 CONDUIT RUN DOWN EQUIPMENT CONNECTION USING FLEXIBLE CONDUIT SP PAGNG/MU51C SPEAKER CEILING RECESSED SP PAGINGA-WIC SPEAKER WALL MOUNTED, COORDINATE WITH AfRi-- . DU66. QV VOLUME CONTROL SWITCH 48" AFF TO C/L CCTV CAMERA AS INDICATED ON DRAWINGS 0 CCTV MONITOR SITTING ON COUNTER K❑ DOOR CONTROL KEY PAD 48" AFF TO C/L Qi 1 SPECIAL PURPOSE RECEPTACLE AS INDICATED ON DRAWINGS O 20 AMP DUPLEX RECEPTACLE FLUSH WITH PN16PED INSTALLED IN FLOOR BOX FLOOR 20 AMP DUPLEX RECEPTACLE MOUNTED TO UNDER FLOOR DUCT 20 AMP DUPLEX RECEPTACLE MOUNTED FLUSH WITH FINISHED CEILING O-I 15 AMP CLOCK RECEPTACLE 6'-8" AFF TO C/L JQ CUTLET, JUNCTION OR PULL BOX AS NOTED SIZE 3 DISCONNECT SWITCH 30 60" AFF TO TOP SIZE Fly, MAGNETIC MOTOR STARTER 60" AFF TO TOP �Jo STARTER SIZE FURNITURE SYSTEM POWER/ Sl1PPORTED TO BUILDING p C COMMUNICATION POLE FURNISHED STRUCTURE AT CEILING BY OTHERS AND FURNITURE: SYSTEM OS OCCUPANCY SENSOR SEMI -FLUSH MOUNTED IN THE CEILING FIRE ALARM LEGEND SYMBOL DESCRIPTION MOUNTING MANUAL PULL STATION 40" AFF TO C/L HORN C/L OF BOX SHALL MATCH uv VISUAL DEVICE BOX C/L FOR CONSISTENCY COMEINATION HOIRNUSTROF3F MOUNTED SUCH THAT THE SIGNALING DEVICE ENTIRE LENS IS NOT LESS THAN 80" AFF AND NO CLOSER THAN 6" FROM THE FINISHED CEILING MINI HORN C/L OF BOX SHALL MATCH VISUAL DEVICE BOX C/L FOR CONSISTENCY VISUAL SIGNALING DEVICE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AFF AND NO CLOSER THAN 6" FROM THE FINISHED CEILING ® FIRE ALARM SPEAKER CEILING COMBINATION SPEAKER/STROBE CEILING SIGNALING DEVICE SPEAKER C/L OF BOX SHALL MATCH VISUAL DEVICE BOX C/L FOR CONSISTENCY COMBINATION 5PEAKER/5TROBE MOUNTED SUCH THAT THE uv` SIGNALING DEvIGE ENTIRE LENS IS NOT LESS THAN 80" AFF AND NO CLOSER THAN 6" FROM THE FINISHED CEILING MS MINI SPEAKER C/L OF BOX SHALL MATCH LIV V15UAL DEVICE BOX C/L FOR CONSISTENCY CHIME C/L OF BOX SHALL MATCH VISUAL DEVICE BOX C/L FOR CONSISTENCY COMBINATION CHIME/STROBE MOUNTED SUCH THAT THE o�,,� il- SIGNALING DEVICE ENTIRE LENS IS NOT LESS THAN 80" AFF AND NO CLOSER THAN 6" FROM THE FIN15HED CEILING SMOKE DETECTOR PHOTOELECTRIC O P TYPE CEILING OI SMOKE DETECTOR IONIZATION TYPE CEILING O SMOKE DETECTOR WITH AUXILIARY CEILING R RELAY OS OR D D DUCT SMOKE DETECTOR MOUNTED TO MECH. S-SUPPLY,R-RETURN DUCTWORK E]REMOTE ALARM INDICATING LIGHT AND CEILING TEST SWITCH FOR DUCT SMOKE DETECTOR OO HEAT DETECTOR COMBINATION RATE- CEILING R/F OF -RISE AND FIXED TEMPERATURE @RAC HEAT DETECTOR RATE COMPENSATION CEILING @F HEAT DETECTOR FIXED TEMPERATURE CEILING OR HEAT DETECTOR RATE OF RISE ONLY CEILING R] FIRE FIGHTERS TELEPHONE JACK 4B" AFF TO C/L • b ELECTROMAGNETIC DOOR HOLD 18" AFF TO TOP OPEN DEVICE F -I ELEVATOR EMERGENCY LIGHT 40" AFF TO C/L FCP FIRE ALARM CONTROL PANEL -12" AFF TO TOP FFTA1 FIRE SYSTEM ANNUNCIATOR 60" AFF TO TOP FFFR_1 FIRE ALARM TRANSPONDER 12" AFF TO TOP OR TRANSMITTER ESR ELEVATOR 5TATU5/RECALL -12" AFF TO TOP FAD FIRE ALARM COMMUNICATOR 12" AFF TO TOP FIRE ALARM COMMUNICATOR 17" AFF TO TOP AC REMOTE ANNUNCIATOR HCP HALON CONTROL PANEL 12" AFF TO TOP ATC FIRE ALARM TERMINAL CABINET 12" AFF TO TOP FNTP71 NOTIFICATION POWER SUPPLY AS INDICATED ON THE DRAWINGS FIRE ALARM SYSTEM CONDUIT REFER TO DRAWINGS F AND 5PEGIFICATION5. ® SINGLE STATION SMOKE DETECTOR CEILING (RESIDENTIAL TYPE) 120 VAC WITH BATTERY BACKUP SINGLE STATION SMOKE DETECTOR WALL MOUNTED AT (RESIDENTIAL TYPE) 120 VAG WITH 10" BELOW FINISHED BATTERY BACKUP CEILING OR AS NOTED ® COMBINATION SMOKE/HEAT DETECTOR CEILING t _ FIFE SPRINKLER SYSTEM WATER MOUNT J.B. ADJACENT FLOW SWITCH TO SWITCH. FIRE SPRINKLER SYSTEM MOUNT JB_ ADJACENT F-- -- T PRESSURE SWITCH TO SWITCH, FIRE SPRINKLER SYSTEM MOUNT J.B. ADJACENT 2 -- -- t TAMPER SWITCH TO 5WITCH. r 1 BELL 80" AFF TO C/L ]�C OR AS NOTED. ® AUXILARY RELAY FOR FAN SHUTDOWN, WITHIN 3'-0" OF THE DAMPERS, ETC. STARTER GENERAL NOTES I. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL ELECTRICAL RACEWAYS AND SHALL BE SIZED IN ACCORDANCE WITH N.E.C. ARTICLE 250-122. 2. DISREGARD SYMBOLS AND ABBREVIATIONS WHICH ARE NOT USED ON CONTRACT DOCUMENTS 3. LEGEND SYMBOLS SHOWN WITH AN "E" NEXT TO THE SYMBOL INDICATES EXISTING DEVICE TO REMAIN AF35REVIATIONS AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT BFG BELOW FINISHED GRADE C CONDUIT C/L CENTERLINE CU COWEN51NG UNIT CW COOL WHITE DN DOWN EDH ELECTRIC DUCT HEATER EF EXHAUST FAN ENCL ENCLOSURE EX ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EX EXPLOSION PROOF FCU FAN COIL UNIT FHP FRACTIONAL HORSEPOWER FLA FULL LOAD AMPERES G GROUND GFI GROUND FAULT INTERRUPTER GW1H GAS WATER HEATER HID HIGH INTENSITY DISCHARGE HOA HANDS OFF AUTOMATIC HORIZ - HORIZONTAL LW - LOW WHITE HP - HORSEPOWER. HEAT PUMP HVAC - HEATING, VENTING AIR CONDITIONING JB - JUNCTION BOX LRA - LOCKED ROTOR AMPERES MCB - MAIN CIRCUIT BREAKER MLO - MAIN LUGS ONLY N - NEUTRAL NL - NIGHT LIGHT OB - OUTLET BOX PB - PULL BOX, PUSHBUTTON PS - PAY STATION RECEPT- RECEPTACLE SF - SUPPLY FAN SPEC - SPECIFICATIONS TL - TWISTLOCK TTB - TELEPHONE TERMINAL BOARD VERT - VERTICAL WP - WEATHERPROOF WW - WARM WHITE XFMR - TRANSFORMER REVISIONS BY i i �--� E N U u 00 r> �r �-� - E o v o C'J N ./ O LZ U N o � Eo ro v s > 3 ti r- Cn 0 N in ti N �y ti � � a ui Q �+ W U Gt U U O U W Z W U o 0 0 CV 0 �v� ERrnO kn ".�n.-.00 00 o <M� 0 0 0 W W ro v • W 7 W q' Q sv N �! � N M N Q' > p w[�-'C7 U Z � cV � O_ .0 M � � M fl Cr x Q cn v � w U . Q) L- U — O Q LL_ a L.L _0 !� U - N M i a Q 00 O M L — a N O 1 L.L. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E 1 Of 23 Sheets m LIGPTING FIXTURE SCHEDULE APPROVED FIXTURE TYPE MANUFACTURER CATALOG NO. VOLTAGE LAMPS BALLAST TYPE FIXTURE WATTAGE MOUNTING FIXTURE DESCRIPTION MANUFACTURERS (SUBJECT TO 10 NOTES BUSINESS DAY PRIOR APPROVAL) A LITHONIA 2GT8232A12125 120/ 2-F32T8 ELECT. 58 CEILING 2x4 STATIC TROFFER WITH MVOLTGEBIOIS 211 40000 K RECESSED ACRYLIC PRISMATIC LENS AE LITHONIA 2GT6232AI2125 120/ 2-F32T8 ELECT. 56 CEILING 2x4 STATIC TROFFER WITH MVOLTGE5101S 211 40000 K RECESSED ACRYLIC PRISMATIC EM LENS AND SELF- CONTAINED BATTERY PACK B LITHONIA 2GT8332AI2125 120/ 3-F32T8 ELECT. S3 CEILING 2x4 STATIC TROFFER WITH MVOLTGE51015 211 40000 K RECESSED ACRYLIC PRISMATIC LENS C KENALL 1-12SEF12463215 120/ 6-F32T8 ELECT. 186 CEILING 2x4 SURGICAL TROFFER ONE (1) RF FILTER PER 22112F214MLP 211 4000° K RECESSED WITH ASYMMETRIC/ BALLAST. PROVIDE TWO 85 CRI SYMMETRIC ACRYLIC (2) BALLASTS FOR PRISMATIC LENS MULTI -LEVEL SWITCHING. D LITHONIA C232MVOLT 120/ 2-F32T8 ELECT. 56 SURFACE 4'-0" FLUORESCENT FURNISH WITH LAMP GE51015 211 40000 K UTILITY STRIP GUARDS E LITHONIA WC125MVCLT 120/ 1-F25T8 ELECT. 2S SURFACE 3'-0" FLUORESCENT SURFACE MOUNT TO GE51015 211 40000 K UTILITY WALL BRACKET WALL, CENTERED ABOVE DOOR XI LITHONIA LQMSW3R 120/ LED ELECT. 2 SURFACE EXIT SIGN, LED, RED UNIVERSAL WALL OR 120/211ELN 211 FURNISHED STENCIL, SINGLE FACE CEILING MOUNT WITH UNIT. WITH INTEGRAL BATTERY BACKUP X2 LITHONIA LQMSW3R 120/ LED ELECT. 2 SURFACE EXIT SIGN, LED, RED UNIVERSAL WALL OR 120/21-IELN 211 FURNISHED STENCIL, DOUBLE FACE CEILING MOUNT WITH UNIT. WITH INTEGRAL BATTERY BACKUP F PRISMA DILUME 120/ 2-51W PL-T N/A 125 SURFACE EXTERIOR WALL SCONCE WALL MOUNT BOTTOM OF 30OX4205 211 CFL 4000'K FIXTURE 50" AFF. 014514 G LITHONIA AFNWPREM 120/ LAMP ELECT. 2 SURFACE EMERGENCY LIGHT WITH MOUNT CENTER OF 211 INCLUDED INTEGRAL BATTERY FIXTURE AT S6" AFF WITH UNIT BACKUP H LIGHTWAY VHXW-II-A-1T32-4- 120/ 1-32W TTT ELECT. 31 SURFACE EXTERIOR UTILITY WALL SURFACE MOUNT TO W2-CPP-055 211 40000 K BRACKET WITH INTEGRAL WALL, CENTERLINE OF BATTERY BACKUP FIXTURE AT 18" AFF K LITHONIA LF8N2/42TRT 120/ 2-42W TTT ELECT. SI RECESSED 6" DIAMETER RECESSED HORIZONTAL LAMPING F803AZMVOLT 211 4000" K DOWNLIGHT L LITHONIA LP6F32TRT 120/ 1-32W TTT ELECT. 31 RECESSED 6" DIAMETER RECESSED 6LD1 211 40000 K SHOWER LIGHT M LITHONIA LFroNI/26TRT 120/ 1-26W TTT ELECT. 34 RECESSED 6" DIAMETER RECE85ED HORIZONTAL LAMPING F601AZMVOLT 211 40000 K DOWNLIGHT N OXYGEN 2-5104 120/ 2-F14T5 ELECT. 34 SURFACE DECORATIVE VANITY SURFACE MOUNT TO 211 4000 ° K LUMINAIRE, 24" LONG WALL, CENTERED ABOVE MIRROR P LITHONIA 11850 120 2-F11T8 ELECT. 44 SURFACE DECORATIVE VANITY SURFACE MOUNT TO 4000 ° K LUMINAIRE, 24" LONG WALL, CENTERED ABOVE MIRROR Q LITHONIA CA132MVOLT 120/ I-F32T8 ELECT. 36 SURFACE 4'-0" LONG 211 40000 K FLUORESCENT WRAPAROUND RI MODA ZILVA ALUMINUM 120 NATURAL ELECT. 2.OW/ SURFACE UNDERCABINET TASK FURNISH WITH LED NW WHITE LF LIGHTING, LED, 12" LONG DRIVER MODA MP40. LED REFER TO LIGHTING FURNISHED PLANS FOR OVERALL W/ FIXTURE FIXTURE LENGTH REQUIREMENTS. R2 MODA ZILVA ALUMINUM 120 NATURAL ELECT. 2.OW/ SURFACE UNDERCABINET TASK FURNISH WITH LED NW WHITE LF LIGHTING, LED, 12" LONG DRIVER MODA MP41. LED REFER TO LIGHTING FURNISHED PLANS FOR OVERALL W/ FIXTURE FIXTURE LENGTH REQUIREMENTS. 5 LITHONIA LP6FN32TRT 120/ 1-32W TTT ELECT. 31 RECESSED 6" DIAMETER RECESSED VERTICAL LAMPING 6013AZMVOLT 211 40000 K DOWNLIGHT T LITHONIA LF(oNl/42TRT 120/ 1-42W TTT ELECT. 48 RECESSED 6" DIAMETER RECESSED HORIZONTAL LAMPING F601AZMVOLT 211 40000 K DOWNLIGHT U LITHONIA A82-40OM-SR55- 480 1-40OW PULSE 456 POLE MOUNT PARKING LOT LUMINAIRE, TYPE 5 DISTRIBUTION. 480-SPADF-LPI METAL START SINGLE HEAD MOUNT FIXTURE 30'-0" HALIDE AFG. SQUARE STEEL P S. POLES, NATURAL ALUM. FINISH. SEE DETAIL FOR MOUNTING BASE REQUIREMENTS. UE LITHONIA A52-40OM-SR55- 480 1-40OW PULSE 456 POLE MOUNT PARKING LOT LUMINAIRE, TYPE 5 DISTRIBUTION. 460-SPADF-LPI METAL START SINGLE HEAD WITH MOUNT FIXTURE 30'-0" QRS HALIDE QUARTZ RE -STRIKE AFG. SQUARE STEEL P.S. POLES, NATURAL ALUM. FINISH. SEE DETAIL FOR MOUNTING BASE REQUIREMENTS. V LITHONIA A52-40OM-5R3- 480 1-400W PULSE, 456 POLE MOUNT PARKING LOT LUMINAIRE, TYPE 3 DISTRIBUTION 480-SPADF-LPI METAL START SINGLE HEAD WITH HOUSE SIDE HALIDE SHIELDING. MOUNT P.S. FIXTURE 30'-0" AFG. SQUARE STEEL POLES, NATURAL ALUM. FINISH. SEE DETAIL FOR MOUNTING BASE REQUIREMENTS. LIGPTING FIXTURE SCHEDULE APPROVED FIXTURE TYPE MANUFACTURER CATALOG NO. VOLTAGE LAMPS BALLAST TYPE FIXTURE WATTAGE MOUNTING FIXTURE DESCRIPTION MANUFACTURERS (SUBJECT TO 10 NOTES BUSINESS DAY PRIOR APPROVAL) VIE LITHONIA A82-40OM-SR3- 480 1-40OW PULSE 456 POLE MOUNT PARKING LOT LUMINAIRE, TYPE 3 DISTRIBUTION 480-SPADF-LPI METAL START SINGLE HEAD WITH WITH HOUSE SIDE QRS HALIDE QUARTZ RE -STRIKE SHIELDING. MOUNT P.S. FIXTURE 30' - 0" AFG. SQUARE STEEL POLES, NATURAL ALUM. FINISH. SEE DETAIL FOR MOUNTING BASE REQUIREMENTS. W LITHONIA AS2-400M-SR4W- 480 1-40OW PULSE 456 POLE MOUNT PARKING LOT LUMINAIRE, TYPE 4 DISTRIBUTION. 480-SPADF-LPI METAL START SINGLE HEAD MOUNT FIXTURE 30'-0" HALIDE AFG. SQUARE STEEL P.B. POLES, NATURAL ALUM. FINISH. SEE DETAIL FOR MOUNTING BASE REQUIREMENTS. X LITHONIA A82-4001-1-SR55- 480 2-400W PULSE S12 POLE MOUNT PARKING LOT LUMINAIRE, TYPE 5 DISTRIBUTION. 480-SPADF-LPI METAL START TANDEM HEAD MOUNT FIXTURE 30'-0" HALIDE AFG. SQUARE STEEL P.S. POLES, NATURAL ALUM. FINISH. SEE DETAIL FOR MOUNTING BASE REQUIREMENTS. XE LITHONIA AS2-400M-SR5S- 480 2-40OW PULSE S12 POLE MOUNT PARKING LOT LUMINAIRE, TYPE 5 DISTRIBUTION. 480-SPA0E-LPI METAL START TANDEM HEAD WITH MOUNT FIXTURE 30'-0" QRS HALIDE QUARTZ RE -STRIKE AFG. SQUARE STEEL P.S. POLES, NATURAL ALUM. FINISH. SEE DETAIL FOR MOUNTING BASE REQUIREMENTS. Y AMERICAN 80814-FCS 120/ 1-15 WATT ELECT. 22 SURFACE DECORATIVE INTERIOR WALL MOUNT, CENTER OF GLASS LIGHT 211 BIAX WALL SCONCE FIXTURE 12" AFF. COMPANY 4000, K z AMERICAN 80836-UD 120/ 4-40 WATT ELECT. 150 SUSPENDED DECORATIVE PENDANT, SUSPEND FIXTURE 32" GLASS LIGHT 211 BIAX 36" DIAMETER BELOW CEILING MOUNT COMPANY 4000 K AA LITHONIA 2GTOF432A12125 120/ 4-F32T8 ELECT. 114 CEILING 2x4 STATIC TROFFER WITH FURNISH WITH FLANGE KIT MVOLTI/4 211 4000° K RECESSED ACRYLIC PRISMATIC FOR GYP. CEILING GE5101S LENS INSTALLATION AAE LITHONIA 2GT8F432A12125 120/ 4-F32T8 ELECT. 114 CEILING 2x4 STATIC TROFFER WITH FUW1814 WITH FLANGE KIT MVOLT 211 40000 K RECESSED ACRYLIC PRISMATIC FOR GYP. CEILING GE5101SEL LENS AND SELF- INSTALLATION. CONTAINED BATTERY 1400 LUMEN OUTPUT IN PACK EMERGENCY MODE BB VISTA 1005-Z-FT-NL/ 120 1-50 WATT N/A 50 GRADE LANDSCAPE TREE FURNISH WITH COMPOSITE J15-350 PAR 30 UPLIGHT IN -GRADE JUNCTION SPOT BOX CC LITHONIA MR5X32TRTSYM 120 1-32 WATT ELECT. 31 GRADE WALKWAY BOLLARD, PROVIDE CONCRETE 1200NATLPI TRT 42" HIGH MOUNTING BASE. , 4000 K DD LITHONIA 6VHPAR100MHC 120/ 1-100 WATT MAG. 12S CEILING 6" DIAMETER RECESSED 60SA120/211 211 PAR 38 RECESSED DOWNLIGHT, CERAMIC FLOOD, CMH METAL HALIDE EE SYSTEMALUX 1016-120 120 1-50 WATT ELECT. 50 SUSPENDED DECORATIVE PENDANT MILL FINISH ALUMINUM MR-16 NFL COORDINATE SUSPENSION LENGTH W/ARCHITECT FF AMERICAN 80848-UD 120/ 6-40 WATT ELECT. 225 SUSPENDED DECORATIVE PENDANT, SUSPEND FIXTURE 48" GLASS LIGHT (6-40 BIAX) 211 BIAX 46" DIAMETER BELOW CEILING MOUNT COMPANY 4000 K REVISIONS BY E o L) U u -a 11 C. ¢ �• o U " E w CNQD� ncz _ N ° CM L 0 U • � E o ' 3 ti a�tiN M N ti � o 1 CL w �++aoa a '� as 0 0� s��o U 'T U � M frl00 � vMi u CAC CA C4 '40w w U 00 � z M a O ON U Q' W ® a U W W ¢ F V_ Z O J N .(n U M m C 3 M X- Q cn v W V � •� U — O a Li vi m L _ y M t a Q co C M o O 0- N 0 J L._ Date: 12.15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E2 Of 23 Sheets r C X N 0 U Q N X U U Q 3 0 LL N p tL L 3 E 0 0 N rn r N X 0 `m x co ca t a� m Y 0 Q EXISTING OFFICE BUILDING ioi5 SF ❑ ❑ ❑ ❑ ❑ ❑ ❑ XISTINCx EDIGAL UILDING 3,000 SF T.-0 [a ---- 0 0 0 0 0 i aC--.�.—a _. 6.,_._------ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r \ \ \ \ \ r </>\<r\{r}\fir}\\ r}\<r}\�.�\�r}\fir}\�r'\YJ'\�,r� / //��. /`'ter-.//`..�.✓�./ /-./�.: I \ — \ . \ a .. \ _ T \ \ 1 \N 1, C c. �` .� I \ \ :, \ \ h \ \ \ \ \ I 1 1-1 ""1111 0 ELECTRICAL -SITE FLAN - DEMOLITION SCALE: I" _ 40'-0" KEYED NOTES 01 EXISTING PARKING LOT POLE MOUNTED LIGHT FIXTURE- REMOVE POLE AND FIXTURES_ REMOVE ALL BRANCH CIRCUIT WIRING BACK TO PANELBOARD. CUT BACK EXISTING CONDUITS FLUSH WITH GRADE AND GAP, O EXI5TING WALLPACK MOUNTED ON EXTERIOR WALL TO REMAIN. CONFIRM FIXTURES ARE OPERATIONAL. REPAIR OR REPLACE AS NEEDED. CLEAN AND RELAMP. O3 EXISTING WALLPACK MOUNTED ON EXTERIOR WALL TO BE REMOVED_ REMOVE ALL WIRING BACK TO PANELBOARD. CUT BACK CONDUIT TO ABOVE CEILING_ CAP AND ABANDON. ® CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF EXISTING ASPHALT AND CONCRETE PAVING NECESSARY FOR THE INSTALLATION OF NEW SERVICE AND EMERGENCY FEEDERS IN THIS AREA. REFER TO NEW WORK INDICATED ON SITE PLAN AND POWER RISER DIAGRAM FOR FEEDER REQUIREMENTS_ REVISIONS BY i ►� E o • �s u • C U 4-, 4 0 � N 10C !: h L C 01) Q QJ 4- b M o • S E w � . O U CC\I � � V • � cd 7 i tixx i 4-. x cc1 O --� Et_ L, 0 a' i r u3 cN r- r-� t_ N r- aj 0. Q U w x A U) U 0 W 6 z a4 a O Q U 0 O o yy 0 Cv R Q � R r- O, C) C Q Q Q 00 u'"cnM oo.�U W W a ro G. r ti W Q N �yJ o � W .fir z M a m U E LL U .L'i ° v U W W (S N � ° ¢vUwE~C� U_ Z � � N � "O U v) � � M J d r� Q x w U } O •i C)-Y O L. LL- L Li N In M -C O a O 000 M L- _ Q O CL X N 0 J Li - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHL Drawn: WHE Job: 09-45 Sheet E3 Of 23 Sheets "Y1 r E / L- - ter. ...-. - --.. ELECTRICAL LIGHTING FLAN - DEMOLITION SCALE: 3/32" ■ V-®" KEYED NOTES Ol EXISTING LIGHT FIXTURES AND ASSOG1ATED WIRING AND SWITCHES TO BE REMOVED. O REMOVE EX15TINGx FIXTURE AND RELOCATE_ SEE NEW WORK O3 REMOVE EXISTING FIXTURE. REMOVE A550CIATED WIRING AND CONDUIT. ® EXISTING LIGHT FIXTURES TO REMAIN_ REMOVE EXISTING LIGHT SWITCH AND A550CIATED CONDUIT ,4ND WIRE. O EXISTING LIGHT SWITCH TO REMAIN. O NO WORK IN THIS AREA_ REVISIONS BY f� I w, i tz CQ\1 u U > U • ~N O f > Q Q "c 3 ti C . � �D O . N h M N ti C O r� 0. 1 � H O 9 x'0- U� U W 0 0 E to -0 �d0�dIU� �caaa� 0 C:) U) o � O v�tn �Uwa � s � • W e ti k7 q L U z o a > a � W W C7 �'^o „UWE- c - U_ Z J C4 It O_ Ln C M J CL x Q N v w U .- C)— O a w N M N L O O M � � � m N 0 1 LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E4 Of 23 Sheets I / r / \ r r ! r •` y y ` / r / r ! \ / \ r' i \ / / r \ / rr'(` yrr yr/ \ rrr /' �•yr/ / r' / r� r yrr \ yr/ \y / r y \ / r \ / / r rr / r r r / / r r ' yr' r / / 22 r' r r' ! r / ! / rr rr •`� r/ / M4 / / / \ r / r rr/ rrr yr. yrr ,\ y ! ! 1r rr yr/ C6 r y., / r i rr / r / ' y- / ! r r r rr \ yrr \ r/ \ r /' yr / / r. / r ' rr' rrr !' OELECTRICAL POWER FLAN - DEMOLITION SCALE: 3/32" . V-011 KEYED NOTES Ol EXISTING DEVICE TO BE REMOVED. REMOVE BACKBOX AND ALL CONDUIT AND WIRING BACK TO NEAREST UPSTREAM JUNCTION BOX. O2 EXISTING VOICE / DATA DEVICE TO BE REMOVED. REMOVE BACKBOX AND ALL CONDUIT AND WIRING BACK TO TERMINATION EQUIPMENT IN EXISTING COMPUTER ROOM. 0 EXISTING DEVICE TO BE REMOVED. REMOVE BACKBOX AND ALL CONDUIT AND WIRING TO NEAREST UPSTREAM JUNCTION BOX- PATCH AND REFINISH WALL AS REQUIRED. ® REMOVE EXISTING BRANCH CIRCUIT WIRING SERVING WATER HEATER BACK TO PANEL OF ORIGIN. REMOVE ALL ASSOCIATED CONDUIT, BACK BOXES AND DISCONNECTING DEVICES. O REMOVE ALL DEVICES AND WIRING MOUNTED IN NURSE STATION CASEWORK CUT CONDUITS FLUSH WITH FLOOR AND CAP. O REMOVE EXISTING NURSE CALL 5Y5TEM MASTER AND ALL ASSOCIATED WIRING BACK TO SYSTEM CONTROL PANEL LOCATED IN EXISTING ELECTRICAL ROOM. O REMOVE EXISTING NURSE CALL SYSTEM CONTROL PANEL AND ALL ASSOCIATED SYSTEM WIRING. ® REMOVE EXISTING NURSE CALL SYSTEM "CODE BLUE" PUSHBUTTON AND ALL ASSOCIATED WIRING BACK TO CONTROL PANEL. REUSE BACKBOX FOR INSTALLATION OF NEW SYSTEM DEVICE. SEE NEW WORK C9� REMOVE EXISTING NURSE CALL SYSTEM "STAFF AS515T" PUSHBUTTON AND ALL ASSOCIATED WIRING BACK TO CONTROL PANEL. REUSE BACKBOX FOR INSTALLATION OF NEW SYSTEM DEVICE- SEE NEW WORK. Im REMOVE EXISTING NURSE CALL SYSTEM "DUTY STATION" AND ALL ASSOCIATED WIRING BACK TO CONTROL PANEL. REUSE BACKBOX FOR INSTALLATION OF NEW 5Y6TEM DEVICE. SEE NEW WORK 11 REMOVE EXISTING NURSE CALL SYSTEM "DOME LIGHT" AND ALL ASSOCIATED WIRING BACK TO CONTROL PANEL. REUSE BACKBOX FOR INSTALLATION OF NEW SYSTEM DEVICE. SEE NEW WORK 12 REMOVE EXISTING NURSE CALL SYSTEM "BEDSIDE CALL" PUSHBUTTON AND ALL ASSOCIATED WIRING BACK TO CONTROL PANEL. REUSE BACKBOX FOR INSTALLATION OF NEW SYSTEM DEVICE. SEE NEW WORK 13 REMOVE EXISTING NURSE CALL SYSTEM "TOILET EMERGENCY" PULL - CORD AND ALL ASSOCIATED WIRING BACK TO CONTROL PANEL - REUSE BACKBOX FOR INSTALLATION OF NEW SYSTEM DEVICE. SEE NEW WORK 14 REMOVE EXISTING NURSE CALL SYSTEM DUTY STATION- REMOVE ALL CONDUIT, BACKBOX AND WIRING BACK TO CONTROL PANEL - EXISTING FIRE ALARM SYSTEM SMOKE DETECTOR_ REMOVE AND RELOCATE. SEE NEW WORK - EXISTING FIRE ALARM SYSTEM DEVICE TO REMAIN. 17 EXISTING FIRE ALARM SYSTEM DEVICE. REMOVE AND RELOCATE - SEE NEW WORK 18 EXISTING GENERATOR REMOTE ANNUNCIATOR TO BE REMOVED, REMOVE ALL ASSOCIATED CONDUIT AND WIRE BACK TO GENERATOR 19 EXISTING FIRE ALARM REMOTE ANNUNCIATOR. REMOVE AND RELOCATE. PREPARE EXISTING WIRING FOR EXTENSION TO NEW LOCATION- SEE NEW WORK. ® EXISTING FIRE ALARM SYSTEM REMOTE DIALER STATUS PANEL TO BE REMOVED. DIALER FUNCTIONS TO BE PART OF NEW FIRE ALARM SYSTEM. 21 EXISTING FIRE ALARM SYSTEM DIALER PANEL TO BE REMOVED. DIALER FUNCTIONS TO BE PART OF NEW FIRE ALARM SYSTEM. 22 EXISTING A/C UNITS MOUNTED ON EXTERIOR WALL TO BE REMOVED. REMOVE ALL ASSOCIATED CONDUIT, WIRING AND DISCONNECTING EQUIPMENT BACK TO EXISTING A/C PANELBOARD ON EXTERIOR EAST WALL 5EE NOTE BELOW. C23> THESE CONDUITS CONTAINING FIBER OPTIC AND VOICE/DATA WIRING TO ADJACENT BUILDING TO REMAIN. 24 REMOVE AND RELOCATE EXISTING SECURITY CAMERAS. PREPARE SYSTEM WIRING FOR EXTENSION TO NEW LOCATION. SEE NEW WORK 25 EXISTING DOOR RELEASE PUSHBUTTON. REMOVE DEVICE, CONDUIT AND ALL SYSTEM WIRING. EXISTING EMERGENCY GENERATOR SERVING COMPUTER ROOM A/C; UNITS TO REMAIN. GENERATOR TO BE REUSED FOR EMERGENCY BACK-UP OF NEW ROOF TOP EQUIPMENT. 2 1 EXISTING AUTOMATIC TRANSFER SWITCH AND DISCONNECT SERVING EXISTING COMPUTER ROOM A/C UNITS- EQUIPMENT TO BE REUSED FOR EMERGENCY BACK-UP OF NEW ROOF TOP EQUIPMENT- EX15TING PANELBOARD FEEDING EXISTING COMPUTER ROOM A/C UNITS TO BE REMOVED AFTER INSTALLATION OF NEW PANEL. SEE NOTE BELOW. NOTE 1. COMPUTER ROOM COOLING MUST BE MAINTAINED. CONTRACTOR SHALL COORDINATE ANY INTERRUPTION REQUIRED FOR THE INSTALLATION OF NEW HVAC EQUIPMENT AND ASSOCIATED ELECTRICAL EQUIPMENT WITH THE OWNER / IT DEPARTMENT. CONTRACTOR 5HALL 5CHEDULE ALL NEW WORK AND DEMOLITION INVOLVING THE NEW ROOFTOP HVAC EQUIPMENT AS REQUIRED TO MINIMIZE COOLING SYSTEM INTERRUPTION. REVISIONS BY N ��YYjj dcz o E 00 0 TN 3 � 3 E ~ v ' � ti �. cc ti H� N ti � � c q Ll UW Ex Q xZU)0 (U o - W dUC7� zw�a �rawa� UO� lk O� � a M M U W W � � s F • W W F a O i 'U� ' U 5 emW_ W QcUW[-C7 U Z N O V LO .N L M 13 ►M a J � V) X -0 Q v w U . C) — O 0 LL- Q Ld -0 N � =_ M O 00 O 0 M Q � N N O .J LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E 5 Of 23 Sheets C r� x Q x x U U 0 U- 3 is 0 LL 0 N 0 N x 0 x 0 yLL-+ ro ro Q M tf7 m O N N ch N U) Q 0. w v 0 CV N w Ir v w J w CD I 1 L-- I- - — I � I V 5,7 �X1�fiTi�Cz OFFICE BUILDING ri a v 57 EXISTING MEDICAL BUILDING �I 3,000 SF r W a � 9* . — a UE Ls Ls qq ; 6 NEW PARKING LOT POLE o oe c� O MIMI 1 11 L—J L_J T7E-7=1—i ��= x _- o ® C NHA 1,3 CONTACTOR "C2" -15 BB _ BB _ Be _ BB , - BB NLA-15� f L;. I 'U BB BLIILDINCz NEW DISTRIBUTION 15 I ADDITION PANEL MDP —NEW ASC�—• i NEW EMERGENCY 12020 gF DISTRIBUTION PANEL 'EDP' I VE ■. �7 5,7 VE 75 / " JR UE�1„3 5 Ls _- BB 71 BB �I�{u 77 II dI y 77 G GG rr MOUNTED LIGHT FIXTURE 77 ;a T CONNECTED TO LIFE ra 13 SAFETY CIRCUIT G 1 I UE UELs I 13 I� tl NNA-5,7 4 CONTACTOR "C2" BB � BB 4 U Q 1r7-T". f - LW / n CONTACTOR "Cl" t' NEW EMERGENCY � GENERATOR j �rl I i i �r OR/ Q ELECTRICAL SITE FLAN — NEW WORK KEYED NOTES Ol THIS FIXTURE IS CONNECTED TO THE LIFE SAFETY BRANCH OF THE ESSENTIAL ELECTRICAL SYSTEM. FIXTURE TO INCLUDE QUARTZ RESTRIKE. REFER TO LIGHTING FIXTURE SCHEDULE FOR REQUIREMENT, NEW UNDERGROUND FEEDER. REFER TO POWER RISER DIAGRAM FOR FEEDER REQUIREMENTS_ CONTRACTOR SHALL. BE RESPONSIBLE FOR ALL. CUTTING AND PATCHING OF EXISTINCs ASPHALTS AND CONCRETE PAVING NECESSARY FOR FEEDER INSTALLATION. O TRAFFIC BEARING CONCRETE PULLBOX, 36" x 36" x 36". MFG. BY SOUTHERN PRECAST PRODUCTS OR EQUIVALENT. ® PROVIDE CONCRETE 'SONATUBE' ANCHOR 5A5E FOR ALL PARKING LOT FIXTURES. SEE DETAIL FOR REQUIREMENTS. O MOUNT FIXTURE WITHIN TREE PLANTER AIM IN FIELD TYPICAL, O6 WALKWAY BOLLARDS. REFER TO ARCHITECTURAL PLANS FOR FINAL LOCATION. REVISIONS BY i �--� E U � V U 4, co to Y� w� O C C1 U QQ�o Y N ? 3 ti 3 o Cu E,_� 0 N n R � N C a Q ca U]OC)� U(Y Q W U LY. O r� L1. �"QO�QIU] �Aaa� o O U) o � � o 4 U) C) o r - n a, o o ornoo0o C?" n o0 Uww (4v �✓ro a • W C7 w Q � x / Q � N or u M 0. v Avo �o 9o'sl� v w -2 Ol � N W N U �ItuW c7 U Z N C _J O Lo •�, U M C a cn Q x Li U U —_y O o L` a Ld _[ � V! V , ^ N M Q Q 00 O M � — a N O Date: Scale: Project Mgr: Drawn: Job: Sheet E 6 M a LL C x x �Y N 0 s U Q x U U a 0 u_ N p LL 3 m E O u_ O O N U7 rn N (D x 0 a`> X (0 t `m Q LO (V rn 0 N N J a J LL 0 W Q J Z W Q c� 0 w v 0 N CV w U W J W v (D N i c � i..__ CXISTING OMPl1TER VESTIBULE T- T- -—I— PRE -ADMISSION ROOI - NU OFFI w1 STERILE 146 _ �II LE CORRIDOR MATGH LINE i I I MEP PREP/I I--- . - - ---_- - I -- _--- -- ss D STOR 4t-KI _- -_. I� J Xi -}i T � -- XI I ' �--� .CR CR--_ A 1 4 S 4 4 �-!( 501LED UTILITY I Ls J M B B J B 9 B 9 B 9 B CR-- _41114 �' i �I I 4 1 �___ LS -- - C I ----- — I.._.. � L� � I�C3 XI � L , L e� 3 '�Xl � L I � J / ERY OR �X2 RECOV LS JI 113 I I , TOILET 12, lLS;B -- - P J B J I l i �. IMALE I R � jCHANGfNG 1 2 �2 R2 I B I E - - --- - J >�y J \ ca TOILET IF- I 131 OC 'CR l SOILED124 4 I ',10 HOLDIlII -- — _ / LS A LS- / TOILET,ACC XI 3 4 2 �s PASSAGE B , J � -- N C\ J i T 1 A � .�� J --- -_..---- B DIRECTOR OF NLA-'1 ERVISC NURSING OFFICE �yf OF�IGE III , V —V­ It2e Xl /u 4�-----Ls-— CONSULT OFFICE OFFICE I"we 1 % 14 86 IID K C � COVERED 8a G � S DROP-OFF / 3 s., a R2— PICK-UP CANOPY LS Ls-- 6 T T 8a i 123b 10 K KlID 4XI AIRLOCK 6 XI 6 101 — I Ls , \ Sa 8a I 123� LS IID K 11 0 / Sa Vrl� T 6 OI NLA-5 ��LSL I W \LS .4V) - �- 4 B Ls_ �7XI ^ XI0 2 �-nVrV, CR / A f( A � J]4 B LS 9 il OFFICE/ MEDICAL RECORDS I" A 9 ( A 9 � Y1-C2) IlIC",II - Yam(: -Ali 1 r-L&A-4 B 91 im 4_ 13 X2 1B 9 LS---' —LS LS_ X11 ro T 140 2 12a` 0 -REFER TO SHEET ES FOR CONTINUATION - TOILET/ i PATIENT U)~1\ II J \ I CHANGE - M CR TR2 LS 11 IST �� L�—J 0r ILA � I "I 3 .. j \)w Xl L Ls "_�� - �_ ,3 EXISTING, EXIT CORRIpOR KI LS J _`�. /7 n2 — 4 PASSACsE 9 B 'ems -B _118 `'CY J XI J� r R 6 AAE S8 / _Gr.... !A,. P,h . / f -CR- CR --- IL _NLEXISTING EXISTING I -�� PUMP - J -9ID GENERAL 86ROOM OFFICE STJ r I I r% n4 Itr 4 to A%CLEAN r LINEN -_t 2 _' 2 A 9 IID � � c I Lei It JI AAE AAE e; e 1 - }.R.I. 88 _.. ELEG. IQ)) B J I C1- i II jl Cl-, -II I �`....0 h�a/�]C oc oc> gID B\ A 9 1I CR I�-- EXISTING JI CLL __�—JI ^ �3-,`�LA`88/r-Ls--- �C3 7 9� 4 �� PROCEDURE L5L_A- I . -- - - �- J �, XI -- �. \' I ! \� ne LS� I, J \ I B 88 _ GOB I II, 1, — 1, C1 R2'C_4 J EXIST. CORK �/ X2 X B CR ,�'1 G.3 xl u R, --�}I- -' \g .. �� g ` I� J \x gID _ 7c 9 Ls- ` iT�' F + 3 n�_- /86aIE3 l SCOPE—ll (/) —� — J�i 3 J li - I / ROOM - �l / \ 4 � - - _ I \ EXPANDED I J >:1 IB 1 I� I�NLA-8(o z5 1 RECOVERY CR B �. g- -�` \ I B 92b 189 1 130 eo 3b L CI-'?�II (.;I-2-�ITLS 868 -----J-----� --, EXISTING irr !I J � -V rCR \� B II _� PROCEDURE I CR��--'+/ 1 I C R EII _ ne _ ^ --- OC J I �,_ I d r '� I XI I, I J \ �� Li-\ B 9e I /" _. .._...... /1' nEl \ TOILET —' I — EXISTING _ I �?STORAGE 8-B \ cFt�_ 1 1; --s-�LB 88 cFSOILT7 � g 1,—B 88 B 3 �3--LS`-EXIST. CORRIDOR X2 �3 b > A KN ILA cR "' N - w 3 XI 8 CR CR Y I i -1 i i-1 II o l\-1 (i-�. C !�-•A A C - , BILA- 07 I Ji CR CR IIrI --EXIOSGTIN%G(�7A.7 c A 86 s _ I - 90OC �4 PF. I \ 1 CR II GI_2 U Ij CI 2 11 /� JAIL DOCTORS TOILET/ TOILET/ ` I CR S I I I --_-I DICTATION PATIENT PATIENT ` J I CR L _I_ 8 IT�OILET _ �'s�G I-----� Est, 152 CHANGE 'ELS-- _ IA ae, ! Z i GALLERY Z 12 � 10-3�6 - - 12 'Y (0 n f pt � —Ls 2 _t - �12- -- L.- - - -- -- -- ------ - -- M/010 - - M lID M 1® M IID 14 M 10 KEYED NOTES (1 THIS CIRCUIT CONTROLLED THROUGH A LIGHTING CONTROL PANEL SEE LIGHTING CONTROL DIAGRAM FOR SYSTEM SPECIFICATIONS. O2 OCCUPANCY SENSOR, 120/211V. LIGHTING CONTROL DIAGRAM FOR SYSTEM SPECIFICATIONS. O3 AUTOMATIC CONTROL (SWEEP) SWITCH. SEE LIGHTING CONTROL DIAGRAM FOR SYSTEM REQUIREMENTS. ® ALL JUNCTION BOXES MOUNTED ABOVE CEILING THAT SERVE RECESSED LIGHTING IN PROCEDURE 04. SHALL BE GROUPED AND LOCATED ABOVE ACCESSIBLE CEILING IN CORRIDOR JUNCTION BOXES SHALL NOT BE MOUNTED ABOVE PROCEDURE ROOM 04 CEILING. O INTERNALLY ILLUMINATED 51GNAGE. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH SIGN INSTALLER AND ARCH. ELEVATIONS. O PROVIDE A JUNCTION BOX ABOVE CEILING FOR CONNECTION OF FUTURE EXAM LIGHT. O LED DRIVER MOUNT IN ACCESSIBLE LOCATION. OS CEILING MOUNTED OCCUPANCY 5EN50R WITH POWER PACK AND AUXILIARY RELAY PACK FOR CONTROL OF TWO INDEPENDANT CIRCUITS_ SEE LIGHTING CONTROL RISER DIAGRAM FOR SPECIFICATIONS. O LIGHTING CONTACTOR, 30 AMP., 4 POLE ELECT. HELD WITH 12IDVAG COIL. FOR CONTROL OF EXTERIOR LIGHTING VIA PHOTOCELL. PHOTOCELL FOR CONTROL OF LIGHTING CONTACTOR MOUNT Q10 j ABOVE ROOF, AIM FOR BEST EXPOSURE. II DISCONNECT EXISTING BRANCH CIRCUIT SERVING THIS LIGHT FIXTURE AND RECONNECT WITH NEW LIFE SAFETY CIRCUIT INDICATED. (DIELECTRICAL LIGHTING FLAN EAST - NEW WORK WALE: 1/8" - 1'-0" GENERAL NOTE I- REFER TO ARCHITECT REFLECTED CEILING PLANS FOR FINAL LOCATION OF ALL CEILING MOUNTED LIGHT FIXTURES_ 2. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT CONDUCTOR SHARED NEUTRALS WILL NOT BE ACCEPTABLE. TYPICAL THROUGHOUT_ 3 ALL DEVICE GOVERPLATES THAT ARE CONNECTED TO THE ESSENTIAL ELECTRICAL SYSTEM 5HALL BE ENGRAVE INDICATING WHAT PANEL AND WHAT CIRCUIT THE DEVICE IS CONNECTED TO. TYPICAL THROUGHOUT. SCE *T' FLAN REVISIONS BY AHGA COMMENT5 WHE 03. 18. 11 CLIENT/CONTRTR. WHE 2 03, 18, 11 a � o V vi U I u u L •L I—� ao .� m uLJ-. `bn �. o a o v cd U w N = E u a ^ / (CAI = CL •~ o u a a L Q E 0 CV Z x o � 0 1 n I I (_ Cn 00 r. ti N ' L C1 A fs7 U x A Zzm un� L)O W U ✓7 U) �zza�,a OOU]C o�Q 0 OC 00 Uwc~a rq r4 t � � a yo rL w 7 w o � x O N 7 N h �00 I" o t- Gc1 v goo dryry a. N W <! U Z N J O •V, U L_ M :3 ► ) X a C)_ -0 � L U — O 0 IL` Q LJ N In N M L O Q O r4) CI L � a C N 0 Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 0945 Sheet E7 Of 23 Sheets 19 m C_ Cfl X d .0 U Q Qi X U U Q O Li m L LL L 0 LL (1) O (Y N U) d r~ N X O N X r E C_ Y Q N G) 0 N N M J n J LL 0 W tY Q J Z W Q 0 w �r 0 C! N w U W J w v' 0 N 0 1 0 { oaaveoeee _ I ., — v0000a- 1 be0 mamas10" .11141 _ J covER� , LJ I NORTH EAST 00 04 I j ENTRY aam°av eo - — I K' oeeaanma — a °aaa MEGHANIGAI / t! l 1 a� 1 i POWER aaae°eoe ° --- .va<eaaa , vevvvaa LS °°°aaaa »e° NORMAL � - EMERCzENGY I i eee ».sea aeeamaa VACUUM sasses, , -_-- ui 9ganeems - �I -I p um D D t D D ua I KLS r ` CRLS CR l - ., - ... _.-._ .. 2 2 I� 2 2 I a 8 ,I- ail e _- oeeaeeeaae I CR aaaa, I 143 J�� �tSLA-I aaaaaaaa -. G 6 G C /`1\ aaa.. .eee. oevee eg B I C-3 2x ,oea.eaa _._ 0o ,aaaa m aeaaaaea B e a.aaeeaa a , °e°aoe°a 'I 3 gave °oe° o i J I I. gI: I � � Xl ^ aaaaaaaa, aaaaa,, 2 I i..� J _y :4 aaaa o I J 1 2 2 a° ao<ae ISTERILE- c J t c >eeaaea _ SUPPL ES I EAST ENTRY , e>a°4vo ° v k l DID6 CR 6 J _. J 5 J ' eaeaeaa°v I —� / r aaaaa e a CR J ! 162 a<A soap 1 \ ar' a°,aaaaa II `�. / aeevaaaa B 1 J / i :S°o�o40°0� I I aaaaaaa°a°a i aaaaaaaa aaaaaaaa •^, va ammvva a8 CR vvaaeo aaaaaaaa �' LS -- q I M<o{o l f T�2 � oS;�o F'�1 I I I °�ri ae k'UtloCLEAN� STERILOOM/ CR rl STERILE II F'REF' �5 I i a oea°o°000e� I�� 1/� 4noaa'o°<o evaaso eo 1 oavaeoaae. ' \ —mo s SOILED I / a,,. IUIORK R � III 1 � LGRI HIS ari I B I eaeeaaaaa- - S aeeveaa.a il,;„ vaeeeeaea oeo ae8e (' 1 aeaeeaaaa _ eee I VESTIBUL k12 E �eeee ` LSLA-I— A MATCH LINE 0 11 �e°aoo° aaa.aaae .---_-- 1— -LS I + 'A� NEW GENERATOR -7 TL •;` H , 101 1 101 CR f F H I Ls - CRLA-101 NLA-14 CR I t' C-4 CR C LS � Il I 5 ,1 a k H I 101 H CONTINUED TO SHEET E1. ,/ I JI r / i MATCH LINE A KEYED NOTES OI OCCUPANCY SENSOR, 120/211VAC, WALL MOUNT. REFER TO LIGHTING CONTROL RISER DIAGRAM FOR SPECIFICATION- O REFER TO ENLARGED PLANS OF O.R-'S FOR ADDITIONAL POWER LIGHTING AND COMMUNICATIONS REQUIREMENTS- O3 ALL JUNCTION BOXES LOCATED ABOVE CEILING SERVING ROOM LIGHTING SHALL BE GROUPED TOGETHER AT ONE LOCATION ABOVE ACCESSIBLE CEILING IN STERILE CORRIDOR 02 (14(b). JUNCTION BOXES INSTALLED ABOVE O.R. CEILING WILL NOT BE ACCEPTABLE. ® INSTALL NEW 2x4 TROFFER, 2-1-1V. MATCH WITH EXISTING CORRIDOR FIXTURES. EXTEND EXISTING BRANCH CIRCUIT WIRING SERVING CORRIDOR AND RECONNECT_ O INSTALL NEW TOGGLE SWITCH FOR CONTROL. ® THIS CIRCUIT CONTROLLED THROUGH LIGHTING CONTROL PANEL. SEE LIGHTING CONTROL RISER DIAGRAM FOR ADDITIONAL INFORMATION. O INSTALL EXISTING 2'x4' TROFFER LEFT AVAILABLE FROM DEMOLITION WORK MATCH LAMPING WITH ADJACENT FIXTURES. EXTEND EXISTING BRANCH CIRCUIT WIRING AND RE -CONNECT. ® EXTEND EXISTING BRANCH CIRCUIT WIRING FOR CONNECTION OF NEW FIXTURES. O9 OCCUPANCY SENSOR, 120/211V., SEE LIGHTING CONTROL DIAGRAM FOR Q SYSTEM SPECIFICATIONS. 10 INSTALL NEW 2'x4' TROFFER, 21-1V., 2 LAMP. MATCH WITH EXISTING CORRIDOR FIXTURES. CONNECT TO NEW LIFE SAFETY CIRCUIT AS INDICATED. II PHOTOCELL, 120VAC. MOUNT NEAR ROOF OF BUILDING. AIM IN FIELD FOR BEST EXPOSURE. 12 EXISTING 2'x4' TROFFER RELOCATED. RECONNECT WITH EXISTING BRANCH CIRCUIT. 13 NO WORK IN THIS AREA. 13 MOUNT FIXTURE TO 6" x 6" x 10'-0" PRECAST CONCRETE POST. Q14 MOUNT FIXTURE TO 6" x ro" x 10'-0" PRECAST CONCRETE POST, 15 DISCONNECT EXISTING BRANCH CIRCUIT SERVING THIS LIGHT FIXTURE AND RECONNECT WITH NEW LIFE SAFETY CIRCUIT INDICATED, OELECTRICAL LIGHTING PLAN WEST — NEW WORK SCALE: 1/8" - 1'-0" GENERAL NOTE 1. REFER TO ARCHITECT REFLECTED CEILING PLANS FOR FINAL LOCATION OF ALL CEILING MOUNTED LIGHT FIXTURES. 2, PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT CONDUCTOR. SHARED NEUTRALS WILL NOT BE ACCEPTABLE. TYPICAL THROUGHOUT- 3 ALL DEVICE COVERPLATES THAT ARE CONNECTED TO THE ESSENTIAL ELECTRICAL SYSTEM SHALL BE ENGRAVE INDICATING WHAT PANEL AND WHAT CIRCUIT THE DEVICE IS CONNECTED TO. TYPICAL THROUGHOUT- <E� FLAN REVISIONS BY QAWCA COMMENT5 WHE 1 03. 10, 11 GL IENT/GONTRTR QZ 03. IS. 11 � U U ►—, 4 ao .� u v o b ro Q CCv a CO E U ►�ti O G N t_ o U E a °' 00 O Cq ti co cio r` r• A r W �x Q z���a C r) �.r0.W Ua O04 G1 a O 0 m Q z 0 1-v, Frrno S O O O 'n m 0 0 U w w v C • �W w q N .L7 N o � W o �ro �cb wa > o a u d c ° U O O ` V W N N QvU WFC7 U Z J CV L O Lo � � M a JQ cn v Lu U +- O •L. U v O v LL_ a Ld L _0L O — N M t oa Q 00 0 rn D L_ d CL N L.f �J O Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E 8 Of 23 Sheets LJ_ c Cl) x N L Q N X U U Qy LL v m LL E O LL N a 0 rr N U) rn N x 0 ) x 00 M L a� m z Q m 0 N N c'7 0 ro J 0 0 rn w 0 N N w w J W IT 0 N 9 F AIRLOCK M-1 9 LPl-9 OI M M F F 01 ELECTRICAL LIGHTING ENLARC3ED FLAN - NEW UJORK SCALE: 1/8" = V-0" KEYED NOTES U EXTEND EXISTING 211V. CANOPY LIGHTING CIRCUIT TO NEW LIGHTS AS INDICATED. CONTRACTOR SHALL VERIFY CIRCUIT CAPACITY PRIOR CONNECTION. O CONTRACTOR SHALL REMOVE ALL EXISTING LIGHT FIXTURES AND TERMINATE BRANCH CIRCUIT WIRING AS REQUIRED FOR CONSTRUCTION OF NEW FORTE-CACHERE_ O CONTRACTOR SHALL FIELD VERIFY THAT EXISTING BRANCH CIRCUIT IS CONTROLLED WITH PHOTOCELL LOCATED ON ROOF_ REPLACE AS REQUIRED_ GENE RJ4L NOTE 1. REFER TO ARCHITECT REFLECTED CEILING PLANS FOR FINAL LOCATION OF ALL CEILING MOUNTED LIGHT FIXTURES. 2. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT CONDUCTOR. SHARED NEUTRALS WILL NOT SE ACCEPTABLE. TYPICAL THROUGHOUT. <E "T' FLAN REVISIONS BY i I \ o u U 0 M U b Z G L O E U U .� N 4 M c �� o C N i✓ v ti L 7. N /•� L Cn C.L E` Ln a e N 00 I ~ ti ti v C 0. A U E A z O a o ^, x W Utx O�U] a oC�r� oE�C 01 cr-V �r- vc,im oo�bUW w N N W v P. c � � O 4. Q, 3 y F- h C • W ti W Q Ni N V 00 M O � W zM a O �Cb wo 'o 14 a xr "Zr U W Q°-r°U W WFC7 U_ Z � O L n .N M C: :3 M J a V) Q x v Lw U a) C.)— O a 0 LL. W N O M -C L O00 00 >1 O 0 M s CL a� N O LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E9 Of 23 Sheets c x U aw x U 0 LL m p LL 3 m 0 LL QI 0 N Cn n rn ti N (D x 0 a`) X 00 co L Q) m Y N ai 0 N N J n J LL 0 LU (D J z LU V 0 0 Lu v CD N N LU ry LU J w CD 0 N LL "MECH2" "LSLA" "MEGNI "I F--" EQLA" I I I I "NLA"------------------ "CRLA" (SECT-1) r (6ECT-1) I J "NLA" "CRLA" (5ECT-2) r I (5EGT-2) I J 6 6 L "NLA" "GRLA" (SECT-3) (6ECT-3) j 2 ,7 / LIGHTING CONTROL LIGHTING CONTACTOR "G3" PANEL "LCPN" (NORMAL) PHOTOCELL (MOUNT ABOVE ROOF) NLA-125 PARTIAL FLOOR PLAN -ELECTRICAL ROOM 115 O POWER AND COMMUNICATIONS SCALE: 1/4" - 1'-0" MATCH LINE _ I rv�pppaeoe. I - � I I EXISTING pp pp _ - -- - �i COMPUTER p.p.pD,q °Dppp•�° pp VESTIBULE -- STERILE CORRIDOR - - - - -' _--yl= 1 BULE ::.__----- � NURSE OFFICE - I�� � _ � EXISTING EXISTING EXISTING p6p 8.n 135 146 i CLOSET 4�ICE OFFICE OFFICE s F7 CA p^Z----------------_---------.---_-----_----------_----- -___----_-_-_-_-JMATCH LINE -T1,213 veg°D I `: MED PREP/ 15,11 RLA-13, 8 4RLA-19, ,23 2RLA-25, _'I 3RL33 5 -31, 3R�A-3 �RLA-Ia, ,14 SRLA-16, ,21 61 LA 64,1 ee°e -_ oeppp°p �._ - MED 5TOR 13 J Z 19 25 31 31 4 _I0 2 16 68 64 it N B 0 23 N B 29 N B 35 N B 41 N B I N B 0 N B N B ...... 8 ' UTILITY 13 IS M 9 25 31 31 ID (�y� I6 6 81 >e 1 I D `e "'lrrrr^^111 `C B .aJgo CR 15 CR I. CR CR 33 CR 39 CR 12 CR 8 CR 66 c o°0000 o � --\-_ Qososoo�53 38 38 36 36 31 31 35 1 $� 3 r- CR 35 39 39 33 33 29 9 31 31 I 53 11 I Ls SP 51 C NLA-36,35 NLA-353139 NLA-293133 CR 12 12 CRLA-55, +36" CR _ ... 51 _ I I, GRLA-44,46,46 3 3 W v CR J �--lq� -SJ 14 SP RY SP S 3 FEMALE MALE 0�J IS 0 1 GRLA-584 2. ==- CHANGING 11 1Q4 �� aJ�GINCs CR-' CRC _+ 53 i C��' 3 NLA- 3 `- " ---f ' GRLA-4 15153 4 ca 44 49 46 51 48 '� NLA-53, ° ne 131511 3 D D D D D / r'" . l I SP 24 / 51 - 1 1 9 1 I IG9 p s oD I 3 LSLA-25 go pDpp° I .4� 4- Y�� 55 p I LSLA-21 13 Q cR� cam 2 W D� CR \�R 46 49 48 51 _ R -; 15 49 NLA-49,I 3 /49 15 TOILET 15 Q 13 13 13 51 �S 5 CRLA- 69 © 15 49 � 3 �' 3 3 91 1 1 1 SP I-�' SP 14 SP -ICE 53 T i Q \ 13 11 l r 13 15 131 _SCR �r,L'-- -+ OFI STAB J --- LT, 11 J _ C GRLA- 12 - �... n y C C C 61 59 TOILET J T Q 15 15 cF151 D P 53 3436 38 59 Ig O G I JAN- 12 124 J _---Og --_-- NLA-43, NLA-6 NLA-61 Iz, 13 Il 13 15 J 11 3 (s�P / CRLA- A- 45,41 2 PASSAGE J 11NLA-11,13 `'SOILED 1 22�4,26 2830,32 NLA-41 sP Ira �oILET 15 1 ° HOLDING© 41 41 45 45 43 43 41 41 GRLA- 1 --I - t25 1 \\ 59 \' TOILET -- LS 23 B N B N B N B N 23 sP sP z 55 SUPERVISOR 24 22 c 22 26 3(d 28 c 28 32 36 3 c 34 38 45 c 43 41 �9 66 --- ° O O OFFICE NLA-19 66 GRLA-13, na . L ob SSAGE 3 sP 21 3 25 3 14 1 15,11 GRLA-99 --t Q( II?b ,IIUI M J 8 �_'-_._ "_.O g----- -0 FCP \ I DIRECTOR OF OFFICE ISOR 1 15 BUSINESS n LSLA-14 26 CR CR CLEAN NLA-81 A L 23 NUR51Wz OFFICE - -I NLA-103, 22 tGEENERAL sPZ NLA-66 PROCEDURE ILN� u� ER f OFFICE/ w 112a 105 I�CORD9 21LA-25, STORAGE EXISTING 19 S r LSLA-21 / i pb AD n 1u 21 OFFICE 25 - _ 11�___ Q° PROCEDURE QS 13,15 `iP \JP © IL 23 21 /P lu GRLA-43, GRLA nb 1 - �• 40 © Ir ! 105 105 103 o 25 45,41 C STOR Ij r1 LSLA-15 D D 50 0 \. I D l l g J y I ELEC, 119 - _____ PNLCT . 0 4 SP 68 NLA ��i Z4 IB'1 -1 , 81 SP4 GFI " - - 23 1 103' i u5 t/P ' � C --- C 4 RL -SZ I 42 i I 23 _ �� 1- 105 7 103 1`� � 21 - 2$ I ° I Il I_ '�� NLA-68, EXIST, GORR SP 21 O GORR 1, 1 N rn CRLA-10,12,14 GRLA-1301 i O NLA-16,18�0 '� 319 1 21 ■ ■ �_ 81 i Z 19 PASSAGE 0 68 _ I l 3 e 19 EXPANDED / z i \ nm 3 19 sP sP 3 EQLA NL1 -9 , 10 NLA-58 NLA-19,21,23 --� g 0 81(D - I C CONSULT 16 ,i' 30 NLA-303234 OFFICE OFFICE EXISTING " lot 21 1ma / t 22 - PROCEDURE 26 Do sP 14 21 3-`� 23 CONFERENCE _-_-________ ► r 21 / NLA- TRAINING 2 21 r s 2 22 26�8 D� D 32 A-101 03D wP i,I 11 20 t�0 `109,111 NLA-61 LSLA-19 26 "` 19 2 I r sn 21 �'�.� \, ( t, +60" MICRO 1 MICRO1+36 II SOILED 19 NLA-65 / Ii I r 24 D� loci 3 11 34 1 ROOM -- ° NLA-110,112 _�In p" �� p __ „ _ . ❑�_ _ 4, 32 132 34 COVEREDIAoIRLouc I 14 t sP 2 y ..,kl _N :'_:;` �, r - t sP 20 ADM-- IT V 28 65 Co 1C (2)6-1 65 DROP-OFF / �_ - iI 1 PICK-UP CANOPY e>;bgga; - --- _ __-- --_-f_ / 24MENS � ' 40 © Imb ET o EXISTING ag ao r 15 TOIL NLA- 61 PROD EDURE ' po oD p I I I quo OUTPATIENT u I 1 I D 40_SUWOMEN =RGERY LOBBY 1 A TOILET 65 65 1 pp °DDpp�" T 24 4� 1No5LA-65 ��•.. �ja I� 21 1 iI'I .�"pu voo 8 gyp+ A DpwpD„D.° .DppD°D. , LS 0 p,rJ'D-...p--�•,�. J - _-_ ._. _,,-.: J ' I' _ _ 16 I 18 18 I� �'� ROOM 00 58 ` / i CR ley 8I - 12,14 lg C - D 19 26 / O 4 D / 68 CRLA-16, 19 % r GRLA- 81 58 18,80 D14 r S 101 81 Sl D EXISTING N 83 © STORAGE 1 / 15 NLA-60 � _ D l2 19® 101 Q J AFF D -�-3 0� ( 1 T ILET © / u y 164 1880 NLA-1214 , (7) % 19 60 1 \- __ -16 SP EXIST_ CORRIDO Z -4 rol ---_ O4 5 10 SP 0 �` P ° X 0 0 ❑LSLA-23 CRLA-61, © W ; �'8 EXISTMG 63 65 TOILET/ 61'1 68 PATIeNT " NLA-62 16DOGTOR5 19 19� 25 . �D DICTATION 1 1 CONSULT 62 / 19 NLA-16 M2 10 6365 OAK NLA-53 �:_,,l 0 0 183 16 g DI!* 10 � N �62 19 D 83 J� J - D� CRLA-61, / 16 v 4 J J T_....- ° 10 69,11 61 61 / I�z�p.l NLA -64 64� 91 91 EXISTING i CONSULT 9,1 TO 15 15 I t� 0 61 8 IENT GHTANGE t 11 N 16 (4)__sPt sPt L-NLA-91 sPt SP 64 GALLERY 10 61 __J u__ --- 91 I - - _ ® v Wp I171111" ' ENE[:] 01:1L'LU I 0FLOOR PLAN -POWER AND COMMUNICATIONS EAST -NEW WORK °5CALE: 1/8" ■ F-0" KEYED NOTES OI GENERATOR SYSTEM STATUS PANEL MOUNTED FLUSH WITH VERTICAL FACE OF CABINETRY ABOVE COUNTER PROVIDE A 3/4" CONDUIT WITH WIRE BACK TO GENERATOR SEE 51TE PLAN FOR LOCATION- O FIRE ALARM SYSTEM REMOTE ANNUNCIATOR PROVIDE A 3/4" CONDUIT WITH WIRE BACK TO FIRE ALARM 5Y5TEM CONTROL PANEL, LOCATED IN GENERAL STORAGE Ilro. PROVIDE ENGRAVED NAMEPLATE FASTENED TO ANNUNCIATOR STATING "FIRE ALARM ANNUNCIATOR AMB. SURGERY CENTER"- O TYPICAL VOIGE/DATA/TELEV1510N OUTLET SHALL INCLUDE A 4" SQUARE DEVICE BOX WITH APPROPRIATE TRIM RING AND A I" CONDUIT AND PULLWIRE STUBBED INTO ACCESSIBLE CEILING SPACE FOR OWNER FURNISHED AND INSTALLED SYSTEM WIRING. ® NURSE GALL SYSTEM CONTROL PANEL AND POWER SUPPLY, 12PJVAG. SEE SPECIFICATIONS FOR REQUIREMENTS_ O NURSE GALL SYSTEM ANNUNCIATOR MOUNT FLUSH WITH VERTICAL FACE OF CABINETRY, ABOVE COUNTER PROVIDE A 3/4" CONDUIT W/ WIRE BACK TO CONTROL PANEL. vv1 BOND EQUIPMENT GROUND BUS OF EACH BRANCH CIRCUIT PANELBOARD SERVING PATIENT CARE AREAS WITH A MINIMUM 010 AWG CONTINUOUS COPPER CONDUCTOR - MOUNT THIS RECEPTACLE BELOW SINK FOR CONNECTION OF MOTION ACTIVATED WATER VALVE ASSEMBLY. CONNECTION FOR POWER OPERATED DOOR5. COORDINATE LOCATION AND ELECTRICAL REQUIREMENTS WITH DOOR INSTALLER �9 PROVIDE A SINGLE GANG DEVICE BOX MOUNTED FLUSH WITH WALL, 4'-Co" AFF TO CENTERLINE AND A 3/4" CONDUIT WITH PULLSTRING BACK TO DOOR CONTROLLER FOR DOOR ACTUATOR PUSHBUTTON BY SYSTEM INSTALLER - SEE O_R 5UITE FOR WORK IN THIS AREA. II EXISTING SECURITY CAMERAS RELOCATED_ MAINTAIN SAME MOUNTING HEIGHT AS PREVIOUS. EXTEND EXISTING CONDUIT AND WIRING AS REQUIRED FOR SYSTEM OPERATION - REFER REFER TO ARCHITECTURAL PLANS FOR TYPICAL RECOVERY HEADWALL ELEVATION WITH LOCATION AND DIMENSION OF RECEPTACLES AND NURSE GALL DEVICES. 13 RECEPTACLE DEDICATED FOR CONNECTION OF CRASH CART. 14 INTERCOM PAGING SPEAKER NUMBER INDICATES ZONE ASSIGNMENT. TYPICAL THROUGHOUT. 15 PROVIDE TWO (2) 4" SQUARE x 2-1/2" DEEP DEVICE BOXES MOUNTED FLUSH WITH WALL FOR CONNECTION OF INFRARED SEN50R AND FLUSH SOLENOID. REFER TO MANUFACTURER INFORMATION FOR BOX LOCATION. PROVIDE A SIMPLEX RECEPTACLE MOUNTED IN NEMA I ENCLOSURE AND A Y4" CONDUIT INTERCONNECTING EACH BOX FOR TRANSFORMER PLUG-IN CONNECTION AND LOW VOLTAGE WIRING BY DIV. 15. MOUNT RECEPTACLE ENCLOSURE ABOVE ACCESSIBLE CEILING, ADJACENT TO RESTROOMS- Ifo PROVIDE ONE (1) 4" SQUARE x 2-1/2" DEEP DEVICE BOXES MOUNTED FLUSH WITH WALL FOR CONNECTION OF INFRARED SENSOR AND FLUSH SOLENOID_ REFER TO MANUFACTURER INFORMATION FOR BOX LOCATION, PROVIDE A SIMPLEX RECEPTACLE MOUNTED IN NEMA I ENCLOSURE AND A 3/4" CONDUIT INTERCONNECTING EACH BOX FOR TRANSFORMER PLUG-IN CONNECTION AND LOW VOLTAGE WIRING BY DIV. 15. MOUNT RECEPTACLE ENCLOSURE ABOVE ACCESSIBLE CEILING, ADJACENT TO RE5TROOM5. 11 SEE ENLARGED PLAN OF THIS ROOM ABOVE, FOR EQUIPMENT LAYOUT. IS INSTALL EIGHT (8) 1" CONDUITS STUBBED UP INTO BASE CABINET FOR INSTALLATION OF VOICE/DATA WIRING BY OWNER. STUB CONDUITS UP INTO ACCESSIBLE CEILING SPACE_ 19 NEW NURSE CALL SYSTEM DEVICE, TYPICAL FOR WORK IN ENDOSGOPY SUITE. REUSE EXISTING 5ACK50X AND CONDUIT WHERE COMPATIBLE WITH NEW EQUIPMENT. INSTALL NEW BACKBOX AND CONDUIT WHERE NECESSARY. EXISTING RELOCATED FIRE ALARM SYSTEM REMOTE ANNUNCIATOR THIS ANNUNCIATOR TO BE MOVED FROM END05GOPY AND IS PART OF EXISTING NOTIFIER 5000 FIRE ALARM SYSTEM. 21 TWISTLOGK RECEPTACLE, 250VAG., 30 AMP., 3 POLE, 4 WIRE GROUNDING. NEMA L15-30R 22 NEW FIRE ALARM CONTROL PANEL_ SEE SPECIFICATIONS FOR REQUIREMENTS, PROVIDE A I" CONDUIT WITH WIRE BACK TO EXISTING FIRE ALARM CONTROL PANEL LOCATED IN EXISTING MEDICAL OFFICE BUILDING LOBBY FOR SYSTEM INTERFACE_ 23 MEDICAL GAS MASTER ALARM PANEL (MAP), 120VAC- REFER TO DIVISION 15 PLANS FOR EXACT LOCATION_ 24 MEDICAL 6A5 AREA ALARM PANEL, 120VAG. REFER TO DIVISION 15 PLANS FOR EXACT LOCATION. 25 RELOCATED EXISTING AREA ALARM PANEL, 120VAC. REFER TO DIVISION 15 PLANS FOR EXACT LOCATION. ® EXISTING AREA ALARM PANEL TO REMAIN_ REGIRGUIT AS INDICATED_ 21 FIRE ALARM REMOTE ANNUNCIATOR PROVIDE A %" CONDUIT WITH WIRE BACK TO CONTROL PANEL LOCATED AT MAIN ENTRANCE TO MEDICAL OFFICE BUILDING. PROVIDE AN ENGRAVED NAMEPLATE FASTENED TO ANNUNCIATOR STATING: "FIRE ALARM ANNUNCIATOR - MEDICAL OFFICE BUILDING". GENERAL NOTE I. ALL DEVICES GONNEGTED TO THE ESSENTIAL ELECTRICAL SYSTEM SHALL BE RED IN COLOR WITH MATCHING COVERPLATE. TYPICAL THROUGHOUT_ 2- ALL RECEPTACLES SHALL HAVE ENGRAVED COVERPLATES INDICATING WHAT PANEL AND WHAT CIRCUIT NUMBER THE DEVICE 15 CONNECTED TO. TYPICAL THROUGHOUT_ 3- ALL RECEPTACLES SERVING PATIENT CARE AREAS SHALL BE HOSPITAL GRADE DEVICES. 4. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR FAG" BRANCH CIRCUIT CONDUCTOR SHARED NEUTRALS WILL NOT BE ACCEPTABLE_ TYPICAL THROUGHOUT. 5. CONTRACTOR SHALL FURNI5H AND INSTALL MINIMUM 3/4" CONDUIT FOR ALL LOW VOLTAGE MED. GAS ALARM SYSTEM WIRING INSTALLED BY ALARM SYSTEM CONTRACTOR TYPICAL THROUGHOUT- �, I KE Y FLAN REVISIONS BY AHCA COMMENTS WNE 03, 16. 11 A2CLIENT/GONTRTR U14E 03- 18_ lI i r--. E 0 U i-. L - aoLn a� L U U- bA -, O co � O r� Y N 17) .� N = CL L u Q C v ¢ < t--v W, q a, h• > o ti o LO co N \ � a A E• � z 'Q w �O>7 � zrr.a adv� �Aaa� C) Cv igF o v00 rn w o u<Moo oo*In u Wu1 nen as r n v N N °A a F- Ln • W 2 W q a N p U N � M N O M � ro �C) � a c, rL ou Wp N N v �000UgF C7 U Z C:J N .� O C)L0 (A M C: C: M a � cn X Q L,I U t °L U m _y O I- V) LL. Q W IN O L N M � O Q �O CL IV 0 LIL. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E 10 Of 23 Sheets c [O C0 x N J L ui w x U U Q 0 LLL_ N li in O U- (1) 0 ry CV C0 n i N x 0 X r� ro L CD a ti 0 i am 0 N C�7 J o_ J LL U_I Q J Z Lu Q r w C6 O w w J W It 0 N VACUUM PUMP 0 AIR DRYER EQLA-11- -19�1�3 "1EGHANIGAL/ VACUUM 140 EQLA-14 NLA-78 18 WATER SOFTENERS RO SYSTEM le HW. RECIRC PUMP STEAM STEAM BOILER /2 BOILER #1 NLA-rol NON-MED. AIR COMP. tEaLA-12- NLA-100 3N0FF3 NHA-13 Ni NHA-2,4k 'ATER EATER 3 9 PHOTOCELL (MOUNT ABOVE ROOF) "AT5-II PANEL 'r1DP" NORMAL POWER 141 PANEL "EQH" _I ]_(EQUIPT BRANCH) I1 U W EMERGENCY POLUER F 142 PANEL N "NHA" (NORMAL BRANCH) 15OA.3P. ENCL. CB. (EQUIPT. BRANCH) "tL I00A.,3P. ENCL. G.B. 1 IUi� Fl—(EQUIPT BRANCH) no l LIGHTING CONTACTOR "G2" —PHOTOCELL (MOUNT ABOVE ROOF) "AT5-EQA" 1 PANEL "EDP" (SECT.I ) PANEL "EDP" (SECT-2) "ATS-L5A" GROUND BAR ' LIGHTING CONTACTOR "CI" 50A.3P. ENCL. C.B. (LIFE SAFETY) 300A.3P. ENCL_ C.B. IOOA.3P. ENCL_ G.B. (CRITICAL BRANCH) (LIFE SAFETY) 100A.3P. ENCL. G.B. PANEL 'L5HA' (CRITICAL BRANCH) (LIFE SAFETY) 4 PARTIAL FLOOR PLAN —MEDICAL CAS 139 / MECHANICAL VACUUM i 140 / NOISQ11 L 141 / EMERGENCY GENCY POUJr_R 142 0 POuJER SCALE: 1/4" = 1'-011 I I jl El _ 1 E E E 1____ I 9PP04 M lo�«a • gaea , ggPPP oP _... — .gPgqPqeP-.�....._ i J:LLCtLII ade4;=n SEE ENLARGED r 4ea«4° E L ED PLAN oa�.P AE30VE LEFT FOR EQUIP - IN. i NT LAYOUT D IDEN- TIFICATION. - -- - El' NL� 3 WP EMERGENCY CRLA-56 � GENERATOR 46 Wr P St G ND a :P ggPa I (COVERED T , ..°e -ICIAB r !RTH EASt 56© , c ! I ° T-R =--� 2 CRLA-56 ? i_ L 2 {!' - 25 �I I I 14 .. J 25 i �r 1 I � _a l I I ! LSLA-II I - - 25 NORMAL EMER_-I - 'I J MECHANICAL/ assesaaa - - VACUUM - _ 40 µ11 = POWER - I j PPaq � JI _ P Paq � Y,, — — 1 _ r1 Rl _ EAST ENTRY 46 �s CORRIDOR z u 2 LSLA-22 1 SP �- �- 1 a { 46 MICROWAVE u u aPPPPaPP° , gPgqaqPPa 21'N C3 I 36 A STERILE -- +6D' W SUPPLIES -- 21 IPIN-4! � EQLA-9 9 9O eo L3a W ,- IPIN-7 LV 1 10 21= y e°m�a - SP SP LV I NLA-e0,e2 101 NLA-e4 CLASS 'C' OR 4 _ - I a oeBP;a 2 IP - 2 0 L- - eg00 =0 (PIG-3 2 M �� 8 �$«« EQLA- BREAKROOM 16,18 _ r n /Z46 �2 I rab /,s^ NLA-eejol NLA-I04, U z U u �� I a 99 :PPP PPe r - EXISTING ® S B B Q� - C o o✓ TRAINING « 13 IO6,IO8 C \ - _II V Tf au . J 9EQUIPMENT q ° °o q luuu EXISTING Pa•i STORAGE I JAN- 6O 1s1 I EXISTING EXISTING 4 S 1�4 IP3N I U I (LET �� Z TOILET I TO U , OIP2N-3 4 106 � O I EQLA- 2� IPIN-4� 21 Sp I 20,22 w GLEAN 1P2N-� 10 08 WORKROOM/ Sp LV SIP STERILE GLASS 'C' OR LV GPI PREP 5e -e IP2G-_l 23 14 44 13� 54 2 qc W� 15 CRLA-62— r I EXISTNG OOQ4�o ;o0<; 1 cv ry SP4 16 C IIGE cFl 16 z m 7 /O--�-- , OFF °ear° °a 59 C FlLM -- - -_ saa a I. II�II D 4 o TT S B V TT JOILLUM. J a 44 oOJ9Peoo P«, P- aw nao� EQHA-1, C - D 6 +6 PegPd'ePPP 9,11 i Ul P.q I 1 � j �, GENERAL .P«o«aq.gq G / ASS �. 53 Q ' ' OR STORAGE ua IP _3 I I m Y �n ooQo4uEoa 0 NL -59 3N- 1 CRLA- Lv \ �P 5 ` 1 EXISTING \ ° 52 SIP SIP= J i' 10 (00R COMPUTER �• _-.. ssgq°° GRLA 52 4 a IP3N-t 21 .._—-_ (A� TCH LINE - �s- 5 D �O 2 r-} -, J -- -- ---- --.-..- M ��' I � 63 I it NLA-63 "IP3" 15 21 50 aurI 0( C:OOFTJMATOR 4 IP3G-1 2 T� ICE l I- ° (03 0 O n J u EQLA-15,17 ',I I,7 . SOILED IP3C-3` C r ° ( l WORK ROOM Flw L 50 9 IX ® $ B 11ll O ILLuu. J ® o) _ sP J 4 ooP°o° fl jT I I �/ ' 48 °vodooae8 44 I PRE -ADMISSION 44 _ 4 4NURSE OFFICE NLA-48, µ° SP SP 16 50,52 - :e>a�« 13b S I i1 EXISTING WORK AREA nm I EXISTING ROOM STORAGE. 160 169 _MATCH_LINE EXIST. CORK. I� I I I- � �� aea gagqqP Wp `.,°©, _ ;,L TERILE CORKDOR -48 - -- EXISTING EXISTINGx " EXIST eo`4�e09Q o NLA-44,46 146 OFFICE OFFICE 01 }� CLOSET 163 164 165 .« �IL�D + i .. � � � r. ,.... �-a�✓.. ` - ✓�. — �/�. - - -� `:: � :�"�*, ice. - eaP — — — — I r.�.. III MED PREP/ 1 ---� 6aao°a°oPo MED STOf2 I I I I I I I ! I I I I I I I I 133 I I I I I I I I I I I I I I I 0 FLOOR PLAN —POWER ANr,> COMMUNICATIONS WEST —NEW WO14-K ',GALE: 1/8" ■ 1'-0" <E'r FLAN KEYED NOTES TYPICAL VOICE/DATA OUTLET SHALL INCLUDE A 4" SQUARE DEVICE BOX WITH APPROPRIATE TRIM RING AND A 1" CONDUIT AND PULLWIRE STUBBED INTO ACCESSIBLE CEILING SPACE FOR OWNER FURNISHED AND INSTALLED SYSTEM WIRING, U FLUSH MOUNTED JUNCTION BOX FOR CONNECTION OF WALL MOUNTED OWNER FURNISHED, CONTRACTOR INSTALLED X-RAY VIEW BOXES. MOUNT CENTERLINE OF BOX 60" AFF. COORDINATE CONNECTION REQUIREMENTS WITH VIEWBOX MFG_ RECOMMENDATIONS. O3 GENERATOR EMERGENCY STOP BREAK-GLA55 STATION- ® PROVIDE TWO (2) TELEPHONE LINES FOR CONNECTION OF FIRE ALARM SYSTEM INTEGRAL COMMUNICATOR O EMERGENCY DIESEL GENERATOR. SEE GENERATOR DETAIL FOR CONDUIT REQUIREMENTS. © CONNECTION FOR POWER OPERATED DOORS_ COORDINATE LOCATION AND ELECTRICAL REQUIREMENTS WITH DOOR INSTALLER O PROVIDE A SINGLE GANG DEVICE BOX MOUNTED FLUSH WITH WALL, 4'-6" AFF TO CENTERLINE AND A 3/4" CONDUIT WITH PULLSTRING BACK TO DOOR CONTROLLER FOR DOOR ACTUATOR PUSHBUTTON BY SYSTEM INSTALLER O CONDUIT AND WIRE CONTINUED TO DOOR CONTROLLER IN RECOVERY_ O PROVIDE FOUR (4) 3" CONDUIT SLEEVES THROUGH WALL, NEAR UNDERSIDE OF ROOF DECK FOR TRANSITION OF VOIGE/Ii CABLING BY OWNER INSTALL FIRE5TOPPING AS REQUIRED TO MAINTAIN WALL RATING. EXTEND 51-EEVING INTO CORRIDOR FOR ACCESS. l0 MOUNT THI5 JUNCTION BOX AND RECEPTACLE 90" AFF FOR CONNECTION OF SHELF MOUNTED AUDIO EQUIPMENT SERVING THIS ROOM. COORDINATE WITH ARCHITECTURAL PLANS AND ELEVATIONS. 11 PROVIDE AN ENGRAVED PLAQUE FASTENED TO FACE OF PANEL STATING THE FOLLOWING- "AN EMERGENCY GENERATOR SERVES THIS FACILITY AND IS LOCATED SOUTH OF THIS ROOM" 12 PROVIDE AN ENGRAVED PLAQUE FASTENED GENERATOR ENCLOSURE STATING THE FOLLOWING: "EMERGENCY GENERATOR -SERVES AMBULATORY SURGICAL CENTER AND END05COPY SUITE." 13 COORDINATE THE LOCATION OF THESE RECEPTACLES WITH STERILIZER INSTALLATION INSTRUCTIONS, 14 LIFE SAFETY CIRCUIT CONTINUED FROM LIFE SAFETY LIGHTING SERVING THI5 AREA. 15 ISOLATED POWER PANEL, DUAL FED FROM NORMAL AND CRITICAL BRANCH DISTRIBUTION. SEE POWER RI5ER DIAGRAM ABD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, 16 INTERCOM/PAGING SPEAKER NUMBER INDICATES ZONE ASSIGNMENT. TYPICAL THROUGHOUT_ l INTERCOM/PAGING SYSTEM AMPLIFIER SHELF MOUNT. PROVIDE A DUPER RECEPTACLE FOR POWER CONNECTION AND A 3/4" CONDUIT WITH WIRE BACK TO COMPUTER ROOM FOR TELEPHONE SYSTEM INTERFACE. Ig TOGGLE SWITCH FOR CONTROL OF STEAM GENERATION BOILERS. PROVIDE ENGRAVED NAMEPLATE FASTENED TO WALL ABOVE SWITCH STATING THEFOLLOWING: "BOILER NO. I SHUT-OFF" "BOILER NO. 2 LL B R B L R SHUT-OFF" VEL 5 CTI Y. RE PE Ig RECEPTACLE FOR CONNECTION OF RO, WATER SYSTEM. MOUNT ADJACENT TO CONTROL PANEL- ® ENCLOSED CIRCUIT BREAKER, NEMA 1, FLUSH MOUNT IN WALL, 20 AMP., 3 POLE., 480 VAC, 18K AIC, CATALOG NO. - - - - - - - - - MOUNT ENCLOSURE WITH CIRCUIT BREAKER HANDLE 6011 AFF, 21 CONTRACTOR TO FURNISH AND INSTALL COMPLETE AUDIO SYSTEM FOR USE IN O.R REFER TO SYSTEM RISER DIAGRAM FOR REQUIREMENTS. 22 REFER TO GENERATOR DETAIL FOR POWER AND CONTROL REQUIREMENTS ASSOCIATED WITH THIS EMERGENCY GENERATOR A �> THIS RECEPTACLE IS FOR THE CONNECTION AND CHARGING OF THE BATTERY OPERATED SURGICAL TABLE_ PROVIDE ENGRAVED LABEL ABOVE RECEPTACLE STATING CHARGING FOR "SURGICAL TABLE ONLY" 24 OXYGEN MANIFOLD AND DIGITAL DUAL LINE REGULATOR POWER REFER TO MEDICAL GAS DOCUMENTS, DIV.15 FOR ADDITIONAL REQUIREMENTS. �5, JUNCTION BOX, GA5KETED, WEATHERPROOF FOR POWER CONNECTION TO MEDICAL GAS MANIFOLD CONTROL PANEL. REFER TO DIVISION 15 PLANS FOR EXACT LOCATION. MOUNT JUNCTION BOXES ON WALL, NO LOWER THAN 60" AFF. PROVIDE JUNCTION BOX AND A I" CONDUIT WITH WIRE BACK TO MEDICAL GAS MASTER ALARM PANEL AT NURSES STATION FOR MEDICAL GAS SYSTEM ALARM/MONITORING WIRING_ 27 REFER TO ENLA(a'xED PLAN OF O.R'5 FOR ADDITIONAL POWER, LIGHTING AND COMMUNICATIONS REQUIREMENTS. CxN RJ4L NOTE ALL DEVICES CONNECTED TO THE E55ENTIAL ELECTRICAL SYSTEM SHALL BE RED IN COLOR WITH MATCHING COVERPLATE. TYPICAL THROUGHOUT. 2, ALL RECEPTACLES -SHALL HAVE ENGRAVED COVERPLATES INDICATING WHAT PANEL AND WHAT CIRCUIT NUMBER THE DEVICE 15 CONNECTED TO. TYPICAL THROUGHOUT. 3. ALL RECEPTACLES SERVING PATIENT CARE AREAS SHALL BE HOSPITAL GRADE DEVICES. 4_ PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT CONDUCTOR SHARED NEUTRALS WILL NOT BE ACCEPTABLE - TYPICAL THROUGHOUT. 5 CONTRACTOR SHALL FURNI5H AND INSTALL MINIMUM 3/4" CONDUIT FOR ALL LOW VOLTAGE MED. GAS ALARM SYSTEM WIRING INSTALLED BY ALARM SYSTEM CONTRACTOR TYPICAL THROUGHOUT. L REVISIONS BY QAHCA COMMENTS 04E 03. IS, Il GL IENT/CONTRTR A2 03. 10. II o .0 u 00 Y c Cn d � v b E � 1 L�] u N N U p U • � ro 00 d m - a�-.ti N > ti o E O 10 vl�� �r` . N r- v � ' L° a vi A W x A z co a0 0 x� 0 co o O o � ul O r-v, r-ao ^� O 00 C 0 Cl •� m.n1yUW W � � o o cr. s E= W • 0 �O 00 z M O Q) U O. ti o `� V 44 W �C, gI a o 8 U W ?40 W (-C7 V_ Z J N � O Ln � � M O :3 M as J X Q cn v � W V / � •L O O v V)cl Q LLI L � O M _ Q ODo O CL O N 0 Lli Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet El 1 Of 23 Sheets c ch x N L U a` cn m X Q 0 LL_ a) U_ is `o U_ G 0 IZ CV U) d rn r- N x 0 x Go W C6 t N Ql d (N O 6i O N N_ J 12 J U- W 0 all _L J z Lu Q c� 0 N w 0 N N w U w J w 0 N 11 1: e ono ----------------------- yEStIBl1LE STERILE CORRIDOR - - ----� ---- - . s�seoq.o . !' l3ti MATCH LINE en. 146 I u %k oa°e°e ° I •I� .a•a. I, SOILED — - °pbe; i UTILITY I' MED PREP/ > oe vo• 134 I . MED STOR 133 � I \\ .oad a �•_ 00 I i 1l, I -J --I FEMALE - ea.aeaaae aaeea°aeaa °aa•aaaa• CHANGING a na Wili Nil I I .1 rrori+i ; I r TC t �5 I MATCH LINE 1 -------------------------------------- -- - - -`- 3l, EXISTING f _ ,I C — COMPUTER I PRE -ADMISSION �:I ROOM I I EXISTING EXISTING EXISTING NURSE OFFICE III CLOSET i OFFICE OFFICE OFFICE 148 I 163 *4 YA I I I w ! \,)v ` i I w `./v i `/v ; \/v i i w i \,/V I vv \,/v I IV%/ \ A/ I i \/v i `iv- W/ I 1 I I I I I I i I I i I I I I I I I I I j I I I i I I I I I I I I I II ' I I I I i I I I 1 ' I 1 I I - WOLPWA _ 125 OIL!<TII / l� I MECHI-20,22,24 ---i'-----------ice-------- �--------- —��\---------- �I� , MECHI-8,10,12 RECOVERY SAY O 173 . EQLA-21—S:aL G• s.==a:? i I--C-,--- ------ W I ;I- I I! MEGN1-14,16,1 24 \ V-2 O I 2-2 4 4 i �r STAFF TOILET , PASSAGE 116 TOILET/ PATIENT CHANGE CLEAN WORK ROOM 122 7 L INEN tll EXISTING EXIT CORRIDOR 1,7 1 C_J EXISTING EXISTING PUMP ELECT. -- _ _ ROOM ROOM I —t— VAV _ e T PROCEDURE ( I I - 4 DIRECTOR OF �� OFFICENLZINE/ r L _�� ----- — PROCEDURE _�_­Tr___ k NURSING OFFICE T G nsi I _ \ o1�ICE/ III R U-3 ONTROL- a Dl�E �9 y/f II I GEN L / O - C_I - ( -- -- CLEAN 1 -t 1 r --- - r i C^- - CIRCUIT R + MECHI-262830 LINEN II I STOR . y{ I OFFICE OFFICE 5UFIEROFFIEVISOR SLA-24 E `'t - I IG tee MECH2-313S,41 A 4 \ I Ey Q E 4-8 1fib I I \,.. 4 y MECH2-8,1012 lea TO RTU-2 CONTROL 3 v EXIST. CORK EQLA-23 --- - J Q2 4 GIRGUIT R \ / O ---------._..._.__,. „___ ...--_-._._ PASSAGE I lie AV - 1 - II �' I _ ,�_ ;� � g,ll • �.._. , I :- ��.,% ._' ❑ �-.., EXPANDED RECO RH2-13,15,17 MECH2-19,I,23 T -13 EXISTIIG MECH2-14,16,18 „c_� L9LA SCOPE Y Y / -- ��--� MECH2-38,40,42 ROOM CONSULT I I OFFICE ISULT 4-2 R -4 _1 1 1m9 108 Jf�. GE ,� � 11 '� O YAV i �A yq O CONFERENCE/ I ' . �.-.;- 1=- r' •3; � \ i�Y� � 3-9 •, TRAINING �•- - t [LET �� � --` ------------1 I I J --,.}l- _,�; IlLOUNCsE — - 1 F., EXIST. CORRIDOR - r I I f x1t r--- -- EXISTINCs� / _d mot- w STORAGE i L-- --- - I - -- t I - O 501LED MECH2 -32 4-9 - o - f r ---- ``°.,.q C�-- ,! Oi U1Roots 3436 j e .aea �__-_ - . �- -" (._.__,,., � . I _.._ w. --- r -�r•`-;� I +...,. .... {' EXIST. CORRIDOR �a�9.;zas L _ --- \,.d-- J _ L_ _? ._i _--_ MECH2-2a, ---- � - r ADMITTINCs'*x -J _ MECH2-2(o283id _._I , i - / - — - 2,24 O aaeaaaaa ` �- - - II r " AY _r2 - - COVERED °°seuo>a -- j I �L E lr� _ I 9 , -_.. 4-4 I I iI I ._ __ DROP-OFF / �i J OUTPATIENT _ T (` I I O I._ Y PICK-UP CANOPY i I �\-,_. I- / 0oa i�sERY LOBBY \I -- I DICTATIONOTORS' \� 11�� SULT AIRLOCK �� ` I _ !- _ _- --X STING� 11 -- -- - -------------- PROCEDURE �,TOILET! EXIT i PATIENT TOILET/ i �--------------- -- L/ JAK i CHANGE r _ - _._ 11JOMEN5 MIENS U (-- �{ p f�-ye°aaa>°�°"eaaa,a°�accVie°aaae'obs . �. � III I III rII��- —1_-__JI ___ .— .-,�_�� .'_a__ __.•' ' P�'`—_--•J' �--_- 77+'tl._"-__ "NN i(.- ._._.___�jO. a ,TOILETOILET 2 LJ 00 I I . I --------------�, A / T L�1 i ----------------- -- / GALLERY -- -�, -- ------------------------------------'--------------- ---------- --- _ _____----------- A ---- - - -�i _ . 'k 11rr ' r - —' --.___..__Y--._,. �.__ .—,_ . _. _ -- -_ _ ...- - —. —c_ a.°_--:_':,—...._�::_._:._.::.`- .. .. .. ... .. ..... -. _... �P . _.. _..,....,.. ate..,-..Y,•..._,........._. ..... - ..._ _.._ ......._._-..,,.___. .._ __ ... _... __.._ ____ ___— _. _ _. ..__.__w..._ .... _._..1�_'__ _•_.• _ - - - --- '. �___ ' . �� � _ ,... LLl-.U_.J� • ' LL__JJ_� �ll��___- _____ ll La EI7A/ I _._w — _. - _L __.._. _ ..�._-.L1 �� _ . e i OFLOOR FLAN -POWER / HVAC EAST -NEW WOW SCALE: 1/8" - I'-0" KEYED NOTES Ol HVAC UNIT TO INCLUDE FACTORY MOUNTED DISCONNECT 5WITCH_ O THIS CIRCUIT OPERATES UNIT LOW VOLTAGE DAMPER ONLY. REFER TO IV 15 O I I N I O SINGLE POLE RELAY, 20 AMP, 120VAC FOR CONTROL OF SMOKE/FIRE DAMPER VIA 120VAC LIFE SAFETY CIRCUIT AND AHU CONTROL CIRCUIT. CONTRACTOR SHALL CONFIRM AHU CONTROL CIRCUIT VOLTAGE FOR PROPER RELAY COIL VOLTAGE SELECTION_ ® TYPICAL SMOKE/FIRE DAMPER. REFER TO DIV, 15 PLANS FOR EXACT LOCATION_ <E"r FLAN REVISIONS BY AHGA COMMENTS WNE 03. 18. 11 CLIENT/CONTRTR UA4E 03, 18. II i E o vi ► . U Cu Cu L n cc . ► N a � (v� cn 1�1 1�� 4 O L ' i O E LQ � � o a. v N �� .0cz v Q <a,r— Y r N 3 �- 0 lo CN ~`~ N ti It— r, N --, .co a Q zw�a O OOU]� U ca N f v r rn O O S O M U ¢ M 00 �ULyw n r,4 w �r 0. w � a / • W W L N O ay. � N c� M O M w z a U �¢w � 0 ,oo- G � N yO 00i'UWf-C7 U Z N O •V, U M � � M �a Q V) U O LLL Q W Y) N Ln W i O00 CL N � O J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E 12 Of 23 Sheets i low I I EZI El L]�[:]. Z3 .aea.e e...b.e.t a• — ve Ae a COVED I I i I NORTH EAST I a Soon: o _ 1 ENTRY oa _AA E l aae8 ea C - -- -- - __ - - - --,- — / °00000Sea° i 1 ....ae... ID1ICll1 17!: [L .aGa°•8vaotP - - — . MECHANIC / i - NORMAL VACUUM �' L 1 aaeaa as POWER -J EMEfYsENCY - I . . I I. 112 Q POKER ua L _ J / 17 �.y � I r aaettte 11 j1. eee eea ba ee0oat00 J CORRIDOR e;:a•.no I C� I I oa�o�°apee I I r-, I I 1154 EAST ENTRY 7 I I CLASS 'C' OR I I--- ^;►e° 1 STERILE - JAM r- e o 0 CID d c� N m Y Q 0 Yq rn 0 N N J n J LL W ry Z Q (y) W 0 N CV } W IY U LLi J W 0 N I APPLIES MECIHI- L _ IbR L- I 7,9,11 in 1 � EQLA-19O2 to •>. / aeo••aea \ / _ _ -.._, VAV Oj I EQUIPMENT eaeae B II STORAGE E_ I I II 15,11 i it °8e r ._ 7 e� ee ttl I ,� I' ovaaae L- - = 5 I I o„; ° o • r I I GLASS C' OR ! aeooe8o <° eeeoaeoee I I I I u4 I L - - GLEAN J I-T OO oa8 a{vee< WORKROOM/ I STERILE i PREP a weg8 �ea, - IL31 ._._ »�4 4� Oe I MEGI-{1-19,21�3 cnuo aaa � �, — oe°eteoo°�to °ipb8 0 Oe°Otto I IF ------ Ui ------ J BREAKROOM EXISTING EXISTING TOILET TOILE 15B EXISTING I, J AN- I ►� llJ t - -� l' __ I I I-3 O GENERAL ae >aaee �tteaa - aeaa.ebao EQUIPMENT , _: f. I I 33 51-31, STORA6,E I SOILED I'r WORK ROOM II ° 136 I �I lI�i31CJ�L I .. 1I CooIWMAfoI I Li noa o — obeoeeeo ooaoaeoe . +. aea.eae e eeaeaa �� oanovoova ot:t:°.tt•-._.._,, ,..,. .-I r---,_..�__� ; -- _ _ ---- - -. _ _ .- --- ----- .- --- -' PRE -ADMISSION I nI .e°att NU i vAV g� A NURSE OFF RILE GORRIDOIi VESTIBULE ICE � I o °tt° eSoo O A MATGN LINE 135 - - - ��o�.. _ ' aas r EXISTING OFFICE 160 EXISTING COMPUTER ROOM H QI I I J eoaeeeba ° ._ a�'�' aaaaaa -- - V e•aa•a�. 21,n aaaaa a 000aveoa°pe -- — - eaae°eu° � -- eeaeaea \ ,77 ettd d�• ° ..__ _. _ ._... _._...._.. f I 501LED 11 00 I oa u I I Y i I tat III 1__—_I I I I I I I I I L -i i EXISTING TRAINING I" EXISTING WORK AREA nm EXISTING CONFERENCE ROOM 168 EXISTING STORAGE 169 - MATCH LINE l� _ EXIST- CORK 166 I EXISTING EXISTING EXISTING CL08ET 169 -OFFICE OFFICE OFFICE 164 165 OFLOOR PLAN -POWER / HVAC WEST -NEW WORK SCALE: 1/8" = I'-0" KEYED NOTES V "VAC UNIT TO INCLUDE FACTORY MOUNTED DISCONNECT SWITCH- O2 THIS CIRCUIT OPERATES UNIT LOW VOLTAGE DAMPER ONLY_ REFER TO DIY. 15 FOR ADDITIONAL INFORMATION - <E "I FLAN REVISIONS BY ► �--~ E ` C i u ► v � U ca �� 00 .� M -O S ro U (� • / N C O. �r� .0 O� C N cU O U 1 Q t` O L N i I--e 3� x E . _ „�-u-, \ N ti N C 0. Uj A Q O O � U a �0r1:4 . a a O0rA��� O o� n £ r rn o 0 V Q M 0 r 0 1z U W W vv a a v v � W ti W N L W U t [V e., a OU a u o U Q CL Q) L Rai W C- O ,n Co a N N ¢cUwE-,C7 U Z J N � •O U M V, to a J °- Q V O X -� ui z _U U C) O a LJ -0 T N a)` U U) M -� Q_ 0 O 0 M N Q) L.I- N 0 Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E 13 Of 23 Sheets U NLA-115-- 3" x (V U d x U U 3 O LL LL L (0 LL O ry N a- 0) n N x 0 x Cb n m L Q) a) d N tIj O tf ) 0 N N -- J LL w (D ry d J z w c� 'S r) r- w v 0 N N w U w J w 0 CV O EQHA-8,10,12 O EQHA-14,16 1003 80 WP 0 ELECTRICAL ROOF PLAN - NEW WOW 3GALE- I/W ■ V-0° KEYED NOTES O DUCT MOUNTED 5MOKE DETECTOR. COORDINATE QUANTITY WITH DIV. 15 DUCT LAYOUT. PROVIDE ALL WIRING BACK TO EXISTING FIRE ALARM CONTROL PANEL LOCATED IN EXISTING MEDICAL BUILDING LOBBY. INSTALL TEST SWITCH IN COMPUTER ROOM CEILING, VIEWABABLE FROM WITHIN ROOM, ADJACENT TO DETECTOR AND LABEL ACCORDINGLY. O2 HVAC SHUT DOWN RELAY. WIRE FOR AUTOMATIC HVAC SHUT DOWN UPON ACTIVATION OF FIRE ALARM SYSTEM. O DUCT MOUNTED SMOKE DETECTOR COORDINATE QUANTITY WITH DIV_ 15 DUCT LAYOUT_ PROVIDE ALL WIRINC; BACK TO NEW FIRE ALARM CONTROL PANEL LOCATED IN MAIN ELECTRICAL ROOM. INSTALL TEST SWITCH IN ACCESSIBLE CEILING BELOW UNIT. VIEWABABLE FROM WITHIN ROOM AND LABEL ACCORDINGLY_ ® THIS CIRCUIT SERVES HVAC UNIT FAN ONLY. O HVAG EQUIPMENT TO INCLUDE FACTORY INSTALLED DISCONNECT SWITCH, REVISIONS BY i I .� E � o I ` u L co L J p QJ 1 U (71 O a N V p O V • R1 Q ¢ E EU Q ti O 3 L i N i p cV O / \ 2 N ti Ch ti N �I ti 1 � a C] U) U O W ..p�pW,Uf� �Qa � O 0 l N yN o 0 0 o con O� � p vi Gc U Q M m 0 0 W W 0 vM a. a N N Cp �r:.wc �w a 3 v F • W W .U. N � M L fV C � � � W � M a v r v w W E a ruN UiiamO� U dvUwF-C7 U_ Z � J N 0 •N L. M : M Q J u- X Q V -� LA U -•— •� v o0 � Q TL In — 0 IM -C Q Cl 0 0CL a0 M � _ a �L N O J L.- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E 14 Of 23 Sheets N M 11 �b I , I W . t I :: 8 I I I I / // /I '� --- - -- Y///,/�.,/�,-, , / , /// I � t . I/ I //� / � i I //-""�,�,'/ / , /A . - I J A, 'k� ) , , � , / , ,/ / X, - / , i � * I -- --- --- -- -- --- -- L.-I-j- -- ---I --- ---- -4 ", W / !I I - / , , / '' / / " , i X , I 1� /// .; , ��//,/�,/ •�, , / I �; ", -] , , ,�Ii� --- I - � ,- , / I / X, / I . I �- .. 1 x/ /""/ , // / , I " / - , " / I I;-- t(,,,:! r -1,-A--y-1 >" � , - � ----- / � � , I - / �11; .- ",.��- . i . I I . - z I"` // I I , , , - -11 - 11.1� I � :- - :�� , " 1 / "/Z, 5�////X/ // I .! -, :"", -, , i-T 1! 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PROVIDE C40NOUIT . 6- �/-' - IN /'-11.1 e7, - _,.� -4, ,/,/, �R - .11 11 1,/'/ ��e `:��7�11 - W1 WIRE BACK TO NEW FIRE ALARM CONTROL PANEL IN ASC. �/ -/// /// I ///,", , ,,, " �,,/ , ,7 /�/x -/ �� / / / ,,, " /// - / /, // , //// , // /�, , 11 PROVIDE ENGRAVED NAMEPLATE STATING. 'FIRE ALARM .- // I / r� ' / � �X/ / //�, '///Z-'/ ANNUNCIATOR AM5. SURGERY CENTER". , -',��/ ,Z///,'� I :/-�;; _ Vl/ � �� , , -------------- I , 0 /��/ /� ,�///, / I /J. ""I, I / / // I ''/,I / , I //// I / ,/, //1 �/ '-Z/ ,,-, NEW COMPUTER ROOM HVAC PANEL "COMPAC". SEE POWER RISER / / / / /-. � � �// // , �� /� ,,- lx��//, �� / ." /// �',�/"-,/,/,",/ I , ", / /", ""',/ DIAGRAM FOR REQUIREMENTS. / /Y/" , �z / , , , /, ,-�'//,/ I '// I I /" , / , 'I," // � , ,// I , �, ------,--- - - - - / 1114, 1- , ��) "Y'.1 ��w �� I " , , � '' N/�, -- / . -MR SWITCH AND HVAC PANELSOARD I- /-/ / /, , y //�Z / " /// " " I / �171 /, � 1/1 �@ EXISTING AUTOMATIC; TRANS //, /- // /// I , / , - I -- �=:fy----� TO REMAIN. 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',�";,/�/ ,-/ , ,/�/-,/x ,,,�,/�/"/"� � I / � 11 , - 1 1 1 '/'/'/1,/ , , , -� � ,'Tx,,�� - // 1 4 , "- - - r ' `/1 � / - - -11W1l-\" - 4-4 � , , -4-4, �fll- - -��, -- 1- I IILJ--- -1 - ,/ , ,/ , I � r1*4 -, � �J ,//,/ , 1/<- ' ' r-,-4\, . - �/,-,� / ",/< ' / I I .1 -L -'4'--- '- / � I : � I I � I I i I I / , //, "",/ ", , . / 7-7-1-l', A ;//�// i. ,*— 1 1 " "I/ . - , / / , , / 'I /I / ,,, � I I �, ;f / , , -/ /I- . / /'/, ///7'', ,-,X/',' /, 1411, , � - I -/" , ", I - " - � - : i � � ! i I � - i I /// I / / , , , //1// 111/'/////,/-/" 11 , , , ,//" � I I I , / I / /- " / - - , I - ///, I , I � ,�// � /I //X Il � /, //"/''/ " /// I OELECTRICAL AHCA FLOOR PLAN - PHASE I SCALES lArp" a V-0, REVISIONS BY I I E 0 q 4 8 �2 u " .CZ " " W 8 t-- ;; uf -I-- v -.J F. '0 -' I - I � - !J �,- 0 Ca E q �,-- .E� F,J = E W 8 K - 2 ; 0; e, a ,C,'4 �f 0 .9 --: � <� F= 00 t .11� -1 . : - �� f-Z �: 1' �>� E " V) C." E ,�,- i o �g I-- to rl- ,,, . &O 1-� I*- C14 ti 0 - Fw .o 0 1. , "Ill C3: � I jll I Zo 0 � IP ;I I I! ,: , � Q � A 1p F 'IN "VI 0 � ) I r, h a r- (7, 0 T$ � I S a v:i 4i W) W% u CLIP. p p -5.� p eq 12 ', 8°� * ow I 9 � 0 F1q L1`4 Q) � '4 W eq -� 6Q (J - "' =1 00 (4 M f 11.4 . 0, �q z " as . " -8 wj -F 1>1 a: � le 15 I � -� 10 k.9 9 (n I Q 9,.4a 1W � - eup lu �LC kn N�; 1 0 w . W �- 0 L) z r- _J 04 vt 2 L) ,v Lo . 0 I- ?�o C :3 V40 x Q -0 W 0 1; *L- - L) -X 0 a L_ V) Li- 0 < Ld m . 0 `0 m = 0 LO 0 P) :E 0 v- I- < >% C0 0.0 M.0 0. — 0. a. M 0 N 0 -J LL- Date: 12.15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E15 1 Of 23 Sheets 0 0 0 11 • J i i I L -- KEYED NOTES -PHASE 11 O DISCONNECT EXISTING NORMAL, CRITICAL, EQUIPMENT AND LIFE SAFETY BRANCH FEEDERS ORIGINATING FROM EXISTING SERVICE AND EMERGENCY SYSTEM EQUIPMENT. REMOVE ALL WIRE AND ASSOCIATED CONDUIT RUN ABOVE CEILING. REMOVE ALL WIRE FROM CONDUIT RUN UNDERGROUND. CUT BACK CONDUIT FLUSH WITH FLOOR AND CAP. 0 CONNECT NORMAL, CRITICAL, EQUIPMENT AND LIFE SAFETY BRANCH FEEDERS INSTALLED UNDER PHASE 1 WORK TO RESPECTIVE PANEL. O EXISTING T A REMOVE E GENERA ASSOCIATED SWITCH AND 0 OR TRANSFER \ tom\ \ DISTRIBUTION PANEL'GDP'. REMOVE ALL WIRING AND CONDUIT. MARK EXISTING CIRCUIT BREAKER IN SWITCHBOARD LEFT "SPARE" AS \ PART OF DEMOLITION WORK. REMOVE EXISTING NURSE CALL SYSTEM CONTROLLER ALL SYSTEM WIRING GONDUIt AND SYSTEM C:Or1PONENTB IN STI r---- --- 0 ELECTRICAL AHCA FLOOR PLAN - PHASE 11 SCALE: 1/16" • 1'-0 " EXI NG ENDOSCOPI' SUITE. REUSE BACK BOX AS JUNCTION/TERMINAL BOX FOR NEW SYSTEM WIRING. EXTEND SYSTEM CONDUITS INSTALLED UNDER PHASE I WORK TO THIS BOX. © EXISTING PANEL "MOP" SERVES EXISTING COMPUTER ROOM HVAC EQUIPMENT AND MOP ILE MRI. O NEW SERVICE MAIN DISCONNECT NO. 3 OF 3. INSTALLED UNDER PHASE I WORK. ® NEW NURSE CALL SYSTEM CONTROL PANEL AND CONDUIT INSTALLED UNDER PHASE I WORK EXTEND CONDUITS INTO ENDOSCOPY SUITE FOR INSTALLATION OF NEW NURSE CALL SYSTEM WIRING - PHASE 11. O9 NEW FIRE ALARM SYSTEM CONTROL PANEL AND CONDUIT INSTALLED UNDER PHASE I WORK. EXTEND CONDUITS INTO ENDOSCOPY SUITE FOR INSTALLATION OF NEW FIRE ALARM SYSTEM WIRING - PHASE 11. Im NEW DIESEL GENERATOR SERVING ASC AND ENDOSCOPY SUITE. INSTALLED UNDER PHASE I WORK II REMOVE EXISTING GENERATOR, ATS AND I-ANELBOARD SERVING COMPUTER ROOM HVAC SYSTEM. 12 PANEL 'COMPAC' INSTALLED UNDER PHASE I WORK REVISIONS BY I?i s 96 W �y O E Lc7 U p0. U o � Q ' 3 - 3 ti 3 o x c ti v � N M . ti ti c .c° a • Q�O� C oo 0� t-- kA h00 ,g�oob U Pl M vMivMi �VoW,a �w E- W N n x M a 0.i0 g > o a V u"d a v Ul ¢vUWEFC$7 V_ Z c0 J c V qt •C V m Lr) :3 M x Q N v W V U O a LLI � � N m H U) .— M .0 CL Q 00 O M s a a a) N O J LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E 16 Of 23 Sheets 1 X M 91 GRADE C) N_ N co O 0 w ca 0 N w 1 U - W J W co i 0 t t t EXISTING EXISTING COMPUTER PROCEDURE POWER DISTRIBUTION RISER DIAGRAM KEYED NOTES: OI EXISTING 500 KVA, 21114W VOLT PAD MOUNT TRANSFORMER TO BE REPLACED WITH NEW 150 KVA, 21114W VOLT TRANSFORMER. COORDINATE NEW AND EXISTING CONNECTION REQUIREMENTS AS NECESSARY. O2 EXISTING EQUIPMENT TO BE REMOVED. REFER TO PHASING PLAN FOR SCHEDULING. O3 EXISTING FEEDERS TO BE REMOVED. REFER TO PHASING PLAN FOR SCHEDULING. ® PROVIDE AN INSULATED GROUNDING ELECTRODE CONDUCTOR BONDED TO TWO (2) 5/8" X 12'-0" LONG COPPERCLAD GROUND RODS. PROVIDE ADDITIONAL BONDING TO BUILDING STRUCTURAL STEEL, REINFORCING STEEL IN BUILDING FOOTER AND MAIN METAL COLD WATER PIPE. CONDUCTOR SIZE SHALL BE AS INDICATED ON PLANS. O BOND NEW SERVICE GROUNDING ELECTRODE SYSTEM WITH EXISTING. PROVIDE INSULATED CONDUCTOR SIZED AS INDICATED ON PLANS. © EXISTING SERVICE GROUNDING ELECTRODE SYSTEM. O EXISTING EQUIPMENT TO REMAIN. ® TRANSFORMER GROUNDING. PROVIDE AN INSULATED GROUNDING ELECTRODE CONDUCTOR BONDED TO COPPER GROUND BUS. BOND TO TRANSFORMER ENCLOSURE AND SYSTEM NEUTRAL CONNECTION. CONDUCTOR SIZE AS INDICATED ON PLANS. O9 GROUNDING SUSBAR WITH INSULATED STAND-OFFS. CHATSWORTH CAT. 040153-020 OR EQUIVALENT. 10 BOND GROUND BUS TO ONE (1) 5/8" DIA. X 121-011 LONG COPPERCLAD GROUND ROD. PROVIDE ADDITIONAL BONDING TO BUILDING STRUCTURAL STEEL AND REINFORCING STEEL IN BUILDING FOOTER. CONDUCTOR SIZE AS INDICATED ON PLANS. Il SURGE PROTECTIVE DEVICE, TYPE 1, 300kA PER PHASE SURGE CURRENT RATING, INTEGRAL DISCONNECT. POWERLOGICS MODEL OPOM300 OR EQUIVALENT. 12 DRY -TYPE TRANSFORMER, 480-120/208V, 3 PHASE, 4 WIRE. CUTLER -HAMMER SERIES DT-3. KVA RATINGS AS INDICATED ON PLANS. 13 SURGE PROTECTIVE DEVICE, TYPE 1, 200kA PER PHASE SURGE CURRENT RATING, INTEGRAL DISCONNECT. POWERLOGICS MODEL OPQC200 OR EQUIVALENT. 14 100 AMP FEEDER (TEMPORARY), 4-3 THWN CU., 1-08 THWN CU. EQUIPMENT GROUND, 1-1/4" CONDUIT. FEEDER TO SUPPLY PANELBOARD FOR NEW ROOFTOP COMPUTER ROOM AIR CONDITIONING EQUIPMENT. FEEDER SHALL BE REMOVED PRIOR TO THE START-UP OF NEW SERVICE AND RELATED EQUIPMENT. 15 GENERATOR GROUNDING. PROVIDE AN INSULATED CONDUCTOR BONDED TO TWO (2) 5/8" DIA. X 12'-011 LONG COPPERCLAD GROUND RODS. BOND TO GENERATOR FRAME, SYSTEM NEUTRAL CONNECTION. CONDUCTOR SIZE AS INDICATED ON PLANS. 16 PROVIDE A 010 AM, CONTINUOUS, COPPER CONDUCTOR BONDED TO THE EQUIPMENT GROUND BARS OF EACH BRANCH CIRCUIT PANEL50ARD SERVING PATIENT CARE AREAS. 11 REFER TO GOORDINATION/FAULT STUDY FOR REQUIRED CIRCUIT BREAKER T 18 GENERATOR EMERGENCY STOP BREAKGLASS STATION. AA2 FEEDER &GHEDULE IrPOOSE FOUR (4) 3-1/2" CONDUITS WITH 4-600 MCM THWN CU. CONDUCTOR.$ IN EACH. 1600 FOUR (4) 3-1/2" CONDUITS WITH 4-600 MGM THWN CU. 1-04/0 THWN CU. EQUIPMENT GROUND IN EACH. am TWO (2) 3-1/2" CONDUITS WITH 4-500 MCM THWN CU. 1-01/0 THIN CU. EQUIPMENT GROUND IN EACH. 400 4-500 MGM THWN CU, 1-03 THWN CU. EQUIPMENT GROUND, 3-1/2" CONDUIT. 400E TWO (2) 2" CONDUITS WITH 4-03/0 THWN CU, 1-03 THWN CU EQUIPMENT GROUND IN EACH. 300 4-350 MGM THWN CU, 1-04 THWN CU. EQUIPMENT GROUND, 2-1/2" CONDUIT. 225 4-04/0 THWN CU, 1-04 THWN CU EQUIPMENT GROUND, 2-1/2" CONDUIT. 250T 3-250 MCM THWN CU, 1-04 THWN CU EQUIPMENT GROUND, 2-1/211 CONDUIT. 200T 3-03/0 THWN CU, 1-% THWN CU EQUIPMENT GROUND, 2" CONDUIT. 115T 3-02/0 THWN CU, 1-MI6 THWN CU EQUIPMENT GROUND, 2" CONDUIT. ISO 4-01/0 THWN CU, 1-% THWN CU EQUIPMENT GROUND, 1-1/2" CONDUIT. 125 4-01 THWN CU, 1-% THWN CU EQUIPMENT GROUND, 1-1/4" CONDUIT. 125T 3-01 THWN CU, 1-% THWN CU EQUIPMENT GROUND, 1-1/4" CONDUIT. 100 4-03 THWN CU, 1-00 THWN CU EQUIPMENT GROUND, I" CONDUIT. 10T 3-04 THWN CU, 1-00 THWN CU EQUIPMENT GROUND, 1" CONDUIT. 50 4-% THWN CU, I-010 THU,N CU EQUIPMENT GROUND, I" CONDUIT. 601P 2-% THWN CU, 1-% THUN CU EQUIPMENT GROUND, I" CONDUIT. 301P 2-010 THWN CU, 1-010 THWN CU EQUIPMENT GROUND, 3/4" CONDUIT. 116 113 1 EXIST. CAL MLO 1 TO COMPUTER W. A/C EQUIPMENT 3 G' 1 3 8 - EXISTING �SWIT 400ARD - - EXISTING PANEL �,: � �•; STUB "MDP-2 15,223 AFC xxxxx _- EATBT 1600A MC 5 (MAIN I OF 3) 400A MCB 35K AIC xXxxx r T __ 2TI/48OV., 3 PHASE (MAIN 2 OF 3) _ .' 4 WIRE EXIST. EXIST. EXIST. I6 EXIST. --- I6 I EXIST. 3 104A 211/48OV, 3 PHASE NEW SERVICE EXIST. ATS ------------ ----- --- (CLINIC) r- r- - 11 " EXIST. EXIST. EXIST. 4 WIRE MAIN 3 OF 3 i 125 AMP PANEL PA1��N�EL 1 PANEL PANEL PANEL PANEL PANEL INAPT", EXISTING EMERGENCY (END08COPYJ I6 W/GPDCB 11 3 POLE f r 11/-/1ta11 II�L1" 'INHPI IIEQ1' fir -III "L8-I" EDP-2" 32�er+-. ,_, NEW EL ._ , ., . V V ST. '� ,� ! - 11 11 PANE EXISTING EMERGENCY �� GD6' GENERATOR�60 KW COMP- 2 j �,' GENERAt 211�1/625 KVA 211/48®V. " r -_ 50A. 60A 100A. 225A 2 :.__,. - yam 11 3 PHASE 150A IOOA ' S0A 3 MCB � - �� ' � � � � � / ; � 00A � MLO MLO 4 WIRE 60/3 EX� M-IS�T MLO MLO MLO MLO 1 EXIBT.- y;� i' (ASC/ENDO) MC$ EXISTING O ! XFMR - - O i PANEL �_�� -- -- � 3 i2 - ,�K 11 11�1�/ 16�46 AFC - r 1 1 15 O r i j 15 _ . --AC � 1 16 16 I - - i I I i I I b � a i 3 3 „; ri:; '. -- T 4 03/O CU. L�03/0 CU. I I ! t I I L-------------------------- I 04'3 O� I, O.FL01 ELECTRIC ROOM I, ESSENTIAL ELECTRICAL ROOM142 NEW EMERGENC GENERATOR, ISOL. 400 KW / 500 K A, PANEL 211/4WV, 3 PHASE, 4 WI 4 �I� L 15 02/0 CU. ISOL. PANEL ---J ISOL. Q'IP "L t NEW L �P tL NEW NEW NEW PANEL PANEL PANEL 'NLA 'NLA 'NLA (SECT-3) (SECT.2) (SECT.I) � O �O �O 1 1 1 1 1 1 ___________J LJiJ L_aJ L 0 NEW NEW NEWL N.M1E�1WF=A1y IPI.RI All '103 I IPa 11 SE► CCLT3) (SECT?) (SECT.1) 225A 225A 225A MLO MLO MLO LJLJ LJtJ LJLJ 03/0 CU. A I I I I I I I I I I I I 11 NEW EQ�LAI11 17 11a 100 150/3 N.T.S. 125 EQUIPMENT BRANCH O 02 CU. 10 5 CRITICAL LIFE SAFETY BRANCH BRANCH NEW 1 FY[ AL" 11 11 11 17 400AMTT 0 8 0 0 225/3 100/3 1R 1 00/3 50/3 >T IR 11TCRI11 "TL81" 225 10 n� g 12 1 5 dR 12 O8 01/0 CU. DISTRIBUTION RISER DIAGRAM 04 CU. NEW M{qL 13 NEW NEW EDPL EDPL (SECT.0 (SECT.2) NEW TIAHA'L 200A 100 800A OWA. MLO MLO MLO 150 I LSAII "ATb U "�11 10t 150A 250A 400A 5 4 P. 4 P. 4 P. 250T 03/0 CU. MAIN ELECTRICAL ROOM 141 SM AFC NEW PANEL 35K AIC NORMAL IMP" BRANCH 1600A.MLO 211/48OV, 3 PHASE 13 4 WIRE (ASC/ENDO) B 400/3 XFMR 1TNI' u� a 12 8 01/0 CU. 10 /0 CU. REVISIONS BY AAHCA COMMENTS WHE 03. 18. II CLIENT/CONTM &03. UIWE 18.11 E ` u U L L 00 Q v . 0 v I .� °u � 2 E Ew N � C M t d U QL E -. u r` ti ti In \ Q.)O cli n < M ti ti N a� � o ' L 0 600� a o a� as O 0 O W� 101 p O N �y �vIn00 $ gaoo 0 U M M 00 �UaW a (� t � Lt. • W W O 7 N J Er � `" N b o� W Z O U a w o _moo a �Qw 0 W N U . cUWF C7 U Z N C J d O •�, U LO m M C = M 0 J CT CL cn Q X W U � U O L` a LJ o to 0 y M J` o Q a C) o M s 0 _ m � N a N O L_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E 17 Of 23 Sheets Y mm EXISTING ENDOSWIDY i I - - - -/ "T' FGP AUTO. (EXIST) - - DIALER DIALER 1 (EXIST.) I FSA Oj ANNUNC. (EXISTING) FSA (LOBBY) � 3 (EXIST.) 12 23 2 CRLA-58 "NCCP" O "NCAP" , n I ( v1 v v1 v I 3 LSLA- SIRE ALARM RISER DIAGRAM- N.T.S. NOTE: EXISTING FIRE ALARM SYSTEM IS AN ANALOG ADDRESSABLE SYSTEM. ALL DEVICES ARE ADDRESSED THROUGH SYSTEM PROGRAMMING QUANTITY OF DEVICES SHOWN IS DIAGRAMMATIC. ACTUAL DEVICE QUANTITIES ARE INDICATED ON FLOOR PLANS. ` o2i NURSE GALL RISER DIAGRAM. N.T.S. NOTE: SYSTEM DEVICES SHOWN ON THIS RISER ARE DIAGRAMMATIC AND DO NOT REPRESENT QUANTITIES. REFER TO POWER PLANS FOR NUMBER OF DEVICES REQUIRED. LIGHTING MANAGEMENT RISER DIAGRAM_ N.T.S. NOTE: NOT ALL LIGHTING CIRCUITS ARE CONTROLLED THROUGH THE LIGHTING MANAGEMENT PANELS. LIGHTING CIRCUITS THAT ARE CONTROLLED LOCALLY WITH OCCUPANCY SENSORS ONLY ARE FED DIRECTLY FROM THE PANELBOARD, BYPASSING LIGHTING CONTROL PANEL. REFER TO PLANS. NEW ASC 19 1 • • • Z P 2 P 2 P 2 D D 2 D I FSA FSA • 21 (NURSES (NURSES I6 11 STATION) STATION) ® 14 IS FLOOR "NCA1, EXISTING ENOOSC.OPY (SEE SYSTEM OPERATION NOTE BELOW) J 10 5 II 8 12 SYSTEM OPERATION FIRE ALARM <EYED NOTES: OI EXISTING CONVENTIONAL FIRE ALARM CONTROL PANEL, NOTIFIER SYSTEM 5000 TO REMAIN. O EXISTING TELEPHONE LINES (2) FOR PACT CONNECTION. O3 RELOCATE EXISTING FIREALARM SYSTEM REMOTE ANNUNCIATOR TO NEW NURSES STATION (PRIMARY) UPON COMPLETION OF PHASE I WORK. ® EXISTING AUTO DIALER LOCATED IN ENDO SUITE ELECTRICAL ROOM. REMOVE DIALER AND ASSOCIATED WIRING UPON COMPLETION OF NEW FIRE ALARM SYSTEM LOCATED IN NEW ASC. O EXISTING FIRE ALARM SYSTEM NOTIFICATION APPLIANCE CIRCUIT. © EXISTING MANUAL PULLSTATIONS. O EXISTING PHOTOELECTRIC SMOKE DETECTOR ® EXISTING DUCT MOUNTED SMOKE DETECTOR WITH REMOTE TEST / INDICATOR O9 EXISTING FIRE SPRINKLER FLOW AND TAMPER SWITCHES. 10 EXISTING NOTIFICATION STROBES AND COMBINATION HORN / STROBES. FSA FSA II EXISTING HVAC CONTROL RELAYS. (LOBBY (LOBBY 102) 102) Z3 Z3 12 EXISTING DIALER REMOTE ANNUNCIATOR LOCATED ADJACENT TO ENDO SUITE NURSES STATION. REMOVE ANNUNCIATOR AND ASSOCIATED WIRING UPON COMPLETION OF NEW FIRE ALARM SYSTEM LOCATED IN NEW ASC. PBX THE CONTRACTOR SHALL FURNISH AND INSTALL SYSTEM WIRING NECESSARY TO PROVIDE THE FOLLOWING FUNCTIONS: 1. NORMAL CALLS PLACED WITHIN THE ASC SHALL BE MONITORED AND ANNUNCIATED AT THE ASC NURSES STATION MASTER 2. NORMAL CALLS PLACED WITHIN THE ENDOSCOPY SUITE SHALL BE MONITORED AND ANNUNCIATED AT THE ENDO NURSES STATION MASTER 3. EMERGENCY CALLS, STAFF ASSIST AND CODE BLUE CALLS ORIGINATED IN EITHER THE ASC OR ENDO SUITE SHALL BE MONITORID AND ANNUNCIATED At BOTH ASC AND ENDO NURSE STATION MASTERS, LIGHTING MANAGEMENT RISER DIAGRAM KEYED NOTES: OI LIGHTING MANAGEMENT PANEL, 8 RELAY WITH INTEGRAL NETWORK CL ER 120VAC. WATTSTOPPER CATALOG NO. LI-88-GA-115-HCLK8SS. FURNISH PANEL WITH ONE (1) 4 POLE LIGHTING CONTACTOR FOR CONTROL OF SITE LIGHTING. WATTSTOPPER CATALOG NO. CE-04-20T-120. REFER TO RELAY PANEL SCHEDULE FOR CIRCUITS CONTROLLED. O2 INTELLIGENT AUTOMATIC CONTROL SWITCH (SWEEP SWITCH), WATTSTOPPER CATALOG NO. AS-100-W. 0 OCCUPANCY WALL SWITCH SENSOR, PASSIVE INFRARED, WITH SWITCH OVERRIDE. WATTSTOPPER CATALOG NO. WS-200-W. ® OCCUPANCY WALL/CEILING SENSOR, PASSIVE INFRARED. WATTSTOPPER CATALOG NO CX-100-W. O AUXILIARY FfmLAY PACK, WATTSTOPPER CATALOG NO. $120-P. © NOT USED 2 O LIGHTING MANAGEMENT PANEL, 24 RELAY. WATTSTOPPER CATALOG NO. LI-246-GA-115. 2 REFER TO RELAY PANEL SCHEDULE FOR CIRCUITS CONTROLLED. ® OCCUPANCY SENSOR CEILING MOUNT, PASSIVE INFRARED. WATTSTOPPER CATALOG NO. CI-305-I. Q POWER RELAY PACK, WATTSTOPPER CATALOG NO. 8120E-P. 13 NEW FIRE ALARM CONTROL PANEL, ADDRESSABLE, WITH INTEGRAL DIGITAL ALARM COMMUNICATIONS TRANSMITTER (DACT) 14 NEW FIRE ALARM REMOTE ANNUNCIATOR WITH DACT STATUS AND TROUBLE / ALARM, LOCATED AT NURSES STATION. lr✓- NEW NOTIFICATION STROBES AND COMBINATION HORN / STROBES. 16 NEW MANUAL PULLSTATIONS. 1� NEW PHOTOELECTRIC SMOKE DETECTORS. 18 NEW DUCT MOUNTED SMOKE DETECTOR WITH REMOTE TEST / INDICATOR 19 NEW HVAC CONTROL RELAYS. ® EXISTING FIRE ALARM ANNUNCIATOR RELOCATED FROM ENDOSCOPY SUITE. 21 NEW TELEPHONE LINES (2) FOR PACT CONNECTION. 22 PROVIDE SYSTEM INTERFACE INCLUDING ALL WIRING AND CONDUIT BETWEEN NEW AND EXISTING FIRE ALARM CONTROL PANELS. PROVIDE PROGRAMMING FOR EACH PANEL THAT RESULTS IN TOTAL BUILDING ALARM CONDITION WHEN AUTOMATIC OR MANUAL SYSTEM ALARM INITIATION FROM ANY LOCATION OCCURS. 23 NEW FIRE ALARM REMOTE ANNUNCIATOR WITH DACT STATUS AND TROUBLE / ALARM, LOCATED AT LOBBY. NURSE CALL <EYED NOTES: Oi NURSE CALL SYSTEM CONTROL PANEL / POWER SUPPLY WITH INTEGRAL BATTERY BACKUP - TEKTONE CATALOG NO. NC450CE. O2 NURSE CALL SYSTEM MASTER STATION WITH HANDSET LOCATED AT NURSES STATION IN ASC - TEKTONE CATALOG NO. NC40IVFD. 0 TYPICAL RECOVERY BED HEADWALL (ASC) WITH SINGLE ISAD 94 DE BLUE TWO-WAY VOICE COMMUNICATION WITH MASTER STATION - KTONE CATALOG NO. IR411P5. ®TYPICAL CEILING AND / OR WALL MOUNTED CORRIDOR DOME LIGHT TEKTONE CATALOG NO. L148015. 2 O WAG CAPULL CORD WITH CORRIDOR DOME LIGHT. EMERGENCY PULL CORD - TEKTONE TALOG NO. IR400P5/SF340 � ® TYPICAL O.R. STAFF ASSIST. S ON, CODE BLUE AND CORRIDOR DOME LIGHT. STAFF ASSIST. STATION - TEKTONE CATALOG NO. IR4101*5. O CORRIDOR DOME LIGHT WIRED FOR ZONE INDICATION TEKTONE CATALOG NO. L1484P5/PM484ZP5. 2 O8 TYPICAL NURSE CALL SYSTEM DUTY STATION TEKTONE CATALOG NO. IR415P5. O9 1-4 PR CATEGORY 5 CABLE -TYPICAL 2 10 NURSE CALL SYSTEM MASTER STATION WITH HANDSET LOCATED AT NURSES STATION IN ENDOSCOPY - TEKTONE CATALOG NO. NC401VFD. II TYPICAL PROCEDURE ROOM STAFF ASSIST. STATION AND CORRIDOR DOME LIGHT. STAFF ASSIST STATION - TEKTONE CATALOG NO. IR410P5. 12 TYPICAL RECOVERY BED HEADWALL (ENDO AL CALL AND TWO-WAY ICE COMMUNICATION WITH MASTER STATION - KTONE CATALOG NO. IR411P5. 2 13 REMOTE LCD DISPLAY FOR CODE BLUE RESPONSE PROTOCOL TEKTONE CATALOG "NC401VFD. GENERAL NOTE: THE COMPONENTS DESCRIBED ABOVE SHALL BE PART OF THE OVERALL SYSTEM MANUFACTURED BY TEKTONE TEKTONE "TEKCARE 40OP5" AND DO NOT NECESSARILY REPRESENT ALL COMPONENTS REQUIRED FOR A FULLY OPERATIONAL SYSTEM. FURTHER INFORMATION IS AVAILABLE TO THE CONTRACTOR BY CONTACTING: CRITICAL SYSTEM SOLUTIONS, LLC 2 JEI Y DURHAM 12-1-209-5122 REVISIONS BY QANCA COMMENTS WHE 03.1& II E U U U O<pr a' A Ui o YzE" Y N C 0. Ch O G N U O V • Z �1 `t U ¢ C" 3 r- 3 N 3 ti o z x , U ti N ti C\. N 1 � a o U OxDN„"m A 0. O O .ow O M0 0 U 0 enU d t+ M en u W W n i` r4 to Lw a u m F v� • w z w p 00 ' U N W o" zM a W a� N .; W dvUwt—C$7 U_ Z C J N � o Lo C 7 M o- 'J x Q V) U — O Q LLi m M Q -C CL 0 00 M a 0 a m N O J L_ Date: 12.15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E 18 Of 23 Sheets DETAILS LAY -IN -CEILING HANGER WIRE SUPPORTS FOR FRAMING MEMDERS TO BUILOMG STRUCTURE SHALL BE FURNISHED AND AIR HANDLER OR INSTALLED BY THE CEILING A I EXHAUST FAN CONTRTOR- STUB-OUT CONDUIT ABOVE IVI LAY -IN CEILING. PROVIDE — — — — — — — AN INSULATED THROAT TYPICAL FLUORESCENT FROM FIRE i ,.,.ri, /MOTOR STARTER CONNECTOR AT END OF CONDUIT. LAYIN FIXTURE ALARM RELAY 0 r AUXILLIARY CONTACT'\ 'dill L. —. J I" EMT EMPTY TELEPHONE — — — 480 VOLT 3 PHASE OR DATA CONDUIT. SQ. D CLASS 8501 TYPE CO-2 RELAY SQ.D. W10 TYPE EO-51 1' �� �� 500 VA, 480-120 VOLT — — — — — — III WALL � . �-.� ' � V 12" X 12" X 6" BUSSMAN 2801 L 0— - J �� ENCLOSURE ADJACENT o WITH 5AF5 TO MOTOR STARTER BUSSMAN 2808 ICI WITH (2) KTK3 •1 1 L.2,13 14 15 6 7 8 9101112 4"X4"X1-1/2" DEEP JUNCTION CROSS TEES O TERMINAL LKC I _ _ _r __ _ — J DAMPERS NOTED ON PLANS WITH AIR WANDLER OR BOX WITH PLASTER RING. MAIN TEE EXHAUST FAN DESIGNATION —FLOOR JUMPER ITYP) F. \A 1A VOICE/DATA RACEWAY DETAIL RT,S. I OR 2 HR. FIRE OR SMOKE WALL. ACOUSTICAL SEALANT AROUND BOX PENETRATION. ' NOTE: STUD MUST BE CONTINUOUS FROM GYP50ARO TO GYP50ARD IF 2 -0 NOT OUTLET BOX SHALL BE FIVE - SIDED. RECEPTACLES, LIGHT FIXTURE, TELEPHONE OR DATA JUNCTION BOX AS INDICATED ON FLOOR PLANS. THE METALLIC OUTLET BOX IS NOT REQUIRED TO BE FIVE -SIDED WITH 5/8" GY 950ARD PROVIDED THE FOLLOWING IS COMPLIED WITH: 1. ONE INDIVIDUAL OPENING DOES NOT EXCEED 16 SQUARE INCHES. 2. METALLIC OUTLET BOXES HAVE A MINIMUM OF 24" SEPERATION BETWEEN BOXES. 3. THE AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET OF WALL SURFACE. ADJACENT ELECTRICAL JUNCTION 5OXE5 DETAIL N.T.S. (FOR 1 OR 2-HOUR RATED PARTITIONS) EMERGENCY GENERATOR WITHIN A WEATHERPROOF ENCLOSURE. ELECTRICAL STUB -UP ARE NOTES= I. FIXTURE SUPPORTS SHALL BE IN ACCORDANCE WITH NEC ART. 410-11 AND AUTHORITY OF LOCAL JURISDICTION. (INCLUDING A.W.CA IF APPLICABLE) LIGHT FIXTURES IN NON -RATED CEILINGS N.TB. 4" SQUARE BOX — 3" MINIMUM f METAL STUD Er'if:lir ri SEE ARCHITECTURAL—` EMT CONDUIT CONNECT—� GROUNDING LUGS OF PLANS FOR WALL CONSTRUCTION. RECEPTACLES 012 WIRE. PLAN VIEW 5ACK TO 5AC:K ELECTRICAL OUTLETS DETAIL N.T.S. (FOR NON -RATED PARTITIONS) SMOKE D AMf=E R DIAGRAM N.T.B. TYPE OF SERVICE PANEL DESIGNATION VOLTAGE LA 120/208V LIFE SAFETY BRANCH YELLOW FACE WITH BLACK LETTERS FED FROM XXX SOURCE OF SERVICE CA 120/208V CRITICAL BRANCH ORANGE FACE WITH WHITE LETTERS FED FROM XXX EQ 120/208V EQUIPMENT BRANCH GREEN FACE WITH WHITE LETTERS FED FROM XXX NA 120/208V NEIRMAL BRANCH BLACK FACE WITH WHITE LETTERS FED FROM XXX E55ENTIAL AND NORMAL. ELECTRIGAL- PANEL50ARD NAMEFLATE5 N.T.B. CRITICAL GRADE MUFFLER CEILING MOUNTED SPEAKER WITH 61 AIR TERMINAL (TYPICAL) WHITE GRILL AND SPEAKER BACKBOX. POLK AUDIO MODEL« MC60 OR EQUIVALENT. FIELD VERIFY 1/2" THREADED ROD WITH LENGTH REQUIRED. COUPLING SECURED TO BRONZE FLAT SURFACE SPEAKER WIRE AS REQUIRED. BASE HARGER CATALOG ` ACCESS PANEL - - - -�__ - ' -- - NO. 150 (TYPICAL) 1 ' ACCESS PANEL AUDIO RECEIVER WITH SATELLITE LSLA-16,18�0 BATTERY CHARGER, BLOCK HEATER AND - GENERATOR U.L. LISTED DOUBLE -WALLED _ DIESEL FUEL TANK RADIO AND IPOD DOCKING CAPABILITY. DENON MODEL* BATTERY NEATER CONTROL PANEL DRA-2S1 OR EQUIVALENT. ' I I CONCRETE GENERATOR PAD 4 „ A AUPIOVOX MODEL* XHD2HSATELLITE WI OR EQUIVALENT. 2012 TWWN CU. AND 1* 12 THWN CU. - --- ' ' s ^__ _-. " a GRADE ih... IPOD DOCKING STATION DENON O O O GND. IN A 3/4 CONDUIT TO j EMERGENCY SHUT-OFF =__� III , I- llll '_ ql °°° MODEL* ASP-IIR OR EQUIVALENT. 1 BREAKGLASS STATION. LMOUNTIW_% +3*12 TNUJN CU. IN A 3/4" CONDUIT TO SHELF ' Iy THE AUXILARY CONTACTS At THE 1 AUTOMATIC TRANSFER SWITCH FOR GENERATOR START CIRCUIT. FEEDER TO AUTOMATIC ^,` �y' 2-*14 STRANDED TWHN CU. AND ONE TRANSFER SWITCH. REFER + 1 BELDEN CATALOG NO. W41 TO POWER DISTRIBUTION 1 SHIELDED TWISTED -PAIR CABLE IN RISER DIAGRAM FOR CONDUIT A 3/4" CONDUIT ROUTED TO THE AND WIRE SIZE. GENERATOR REMOTE ANNUNCIATOR Iiii . LEGALLY REQUIRED 6TAND5Y LEGALLY REQUIRED 5TAND5Y GENERATOR ELEVATION O.R. AUDIO 5Y5TEM-TYFIC;AL FOR EACH N.Th. GENERATOR FART I AL 51 TE i=L AN NOTE: WHEN THE GENERATOR ENCLOSURE IS 48" OR GREATER PROVIDE N.T.B. ONE AIR TERMINAL ON EACH CORNER t 2 CHAMFER—�� EDGE i ELECTRICAL CONDUIT ANCHOR BOLTS 3" CLEAR Y 3" CLEAR 28" DIA. ROUND BOND TO LIGHT POLE, NO. 4 THWN CU. FINISHED GRADE 5/8" x 10' COPPER -GLAD GROUND ROD CAST IN CONCRETE BASE *3 * 12" O.C. 5 4SE DETAIL FOR ROLE MOUNTED LIGHT FIXTURES KT,B. MAX. GAP 1/8": NO TREATMENT OR SURFACE BEAD OF UNITED STATES GYPSUM ACOUSTICAL SEALANT (APPLIES TO NON -SMOKE WALLS ONLY) MAX. GAP 1/2": FILL WITH UNITED STATES GYPSUM ACOUSTICAL SEALANT. REF: CEG 1-25-85 MAX. GAP 1/4": FILL WITH JOINT COMPOUND ONE HOUR RATED WALL FENTR4TION5 DETAIL N.T.B. REVISIONS BY AHCA COMMENTS WHE 1 03.18. Il CLIENT/CONTRTR. 2 WHE 03.18. 11 o cu u c. ro "r a� 00 'm� u e Q h . '= E W V N 0. Cn .� � U • � R7 I • Q¢Q,r° o 0 o vQ 5Nti M N ti N 1 O O�O� U�fj'OG as O 0 0 o M0 1 0 er-0� (in p p v O oo O 0M M 0 �uaaw. 4 v�a v H w W 1 �J .U. N o U a; v r N r- 'oh W z M (� O U ciao > c Z 0 ua°o U w 0 W N N ti N CvUWFC� U Z lotU CO J N m 10 C :3 M v v- x L) Q v a LVW 6 N m L y M -_ a Q CO O M a � _ a_ N N 0 LL. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E 19 Of 23 Sheets 41 % 2 7 DISTRIBUTION PANEL SCHEDULE # LOAD CODE KVA WIRE BRKR A B C BRKR WIRE KVA CODE LOAD # PANEL: MECH1 # LOAD CODE KVA WIRE BRKR A B C BRKR WIRE ENA CODE LOAD # PANEL: MECH2 # LOAD CODE KVA WIRE BRKR A B C BRKR WIRE KVA CODE LOAD .•••..• •#. •••••.-. PANEL: ........NHA. .............................................................•..................'_====---------- ===---------------------==__------'_'= ====='='==..............=..............=' =_____= = _ ====.................................................................................................................................................................. ..... ....... -------------------------------- ------ DESIGI,ATICN-rADP.. 1 H 14.99 4 3P A 3P 4 14.99 H 2 VOLTAGE: 277/48OV,3P,4W 1 H 18.10 4 3P A 3P 4 12.71 H 2 VOLTAGE: 277/480V,3P,49 1 PARKING LOT L 1.84 8 2P A 3P 10 6.00 E WATER HEATER 2 VOLTAGE: 277/480V,3P,4W -- --- -___ - --- - - - ---- _____ --- -- --- - - - - - - - - - - - - - - - ------------ ---- -- --- --_ ----- ----- - - - ---- ---- -- --- MAIN 1600AMP MLO VOLTAGE. 277,480V.,3PHASE. 4WIRE 3 RTU-1 H 14.99 4 B 4 14,99 H RTU-2 4 MANUFACTURE: CUTLER -HAMMER 3 RTU-3 H 18.10 4 B 4 12.71 H RTU-4 4 MANUFACTURE: CUTLER -HAMMER 3 LIGHTING: L 1.84 8 20 B 10 6.00 E 18 KW 4 MANUFACTURE: CUTLER -HAMMER MANUFaCTURER CUTLER -HAMMER POW-R-LINE AIC RATING 65 000 (FULLY RATED) ----------- --- ---- ----- ---- - - - -- ---- -- -- 5 H 14.99 4 80 C 80 4 14.99 H 6 TYPE: PRL2A 5 H 18.10 4 90 C 70 4 12.71 H 6 TYPE: PRLZA 5 PARKING LOT L 2.07 8 2P C 30 10 6.00 E 6 TYPE: PRI,2A CIRCUiFRAME --------------- -_- _____ --- _____ - _ _____ _--- _____ -_- ------------- _- -------------- _-- _-- -_-_ _______ _ _ _____ ---_ ________ __-_-------- -_ -_ --_ ---_ _--_ _ _ _--- ---- _--- --- ----------- _- NO LDADDESCRIPTION Z TRIP POLES TYPE FEEDER NOTES 7 H 7.00 8 3P A 3P 8 6.67 H 8 MAIN AMPS: 400 AMP 7 H 5.33 10 3P A 3P 12 Z.67 H 8 MAIN AMPS: 400 AMP 7 LIGHTING: L 2.07 8 20 A 3P 3 20.00 E STEAM BOILER 8 MAIN AMPS: 200 AMP - - - - --- ---- ------ --- - - - ---- _____ -_- MLO OR MCB : MLO -- - - ---- - MLO OR MCB: MLO------------- ---- ---- ------------ - - - ---- ----- --- -- MLO OR MCB: MLO I TRANSFER SWITCH CR-ATS 250 3 REFER TO POWER RISER DIAGRAM 1 9 VAN 1-1 H 7,00 8 B 6 6 . 67 H VAV 2-1 10 9 VAV 3-1 H S . 33 10 B 12 2 . 67 H VAV 4-1 10 9 NON -MEDICAL E 1.33 12 3P B 3 20 . 00 E NO. 1 10 AIC RATING: 65, 000 -- --- -- - - - - _-__-_ -_--_ _____ -_ AIC RATING: 65, 000 -- --- ---- ---- - - -------- ------ - - - -- AIC RATING: 65, 000 -_- _-_____ --- _ _ _ ___-- _-_-- -_- ___ rrT11 AIR COMP. 20. 00 E . TRANSFER s�CH EO-ATS 400 3 REFER ro POWER RISER DIAGRAM 11 H 7 .00 8 35 C 35 8 6. 67 H 12 11 H 5.33 10 25 C 20 12 2.67 H 12 E 1 .33 12 C 100 3 12 3 TRANSFER SWITCH LS-ATS 150 3 REFER TO POWER RISER DIAGRAM t _-_______-__________ ___- _---_ --- _____ _ _ _____ _--- _____ -_- ------------ _- MOUNTING: SURFACE - -------------- _-- _____ -_-_ ---_ _ _ _____ ---_ ______ __-_ -------------- -_ MOUNTING: SURFACE -- --_ ---_ _--_ _ _ _--- _____ ______ _____ -------------- _- MOUNTING: SURFACE - --- _ - -- - --- --- ---- 13 H 7.00 8 3P A 3P 12 4.00 H 14 13 H 4.00 12 3P A 3P 12 4.00 H 14 13 E 1.33 12 20 A I SPACE 14 4 TRANSFORMER' TN1' 012.5KVAI 200 3 REFER TO POWER RISER DIAGRAM 1 ___ -___ ______ --- _ _ _ ______ _____ -_- -- LOCATION: ELECT RM. 115 -- _-- - - - - - -_-_ _ _ _ ---_ ______ __-_ -- LOCATION: ELECT. RM. 115----------- --- ---_ _--_ ---_ - _ _--- ---_ _--- _-- --------------- _- LOCATION: ELECT, RM.115 ' -- -- _ - .__ --..-_-..- 15 VAV 1-2 H 7.00 8 8 12 4.00 H VAV 2-2 16 15 VAV 3-2 H 4.00 12 B 12 4.00 H VAV 4-2 16 15 SPARE I 20 B I SPACE 16 5 EXISTING PANEL 'NH1` 100 3 REFER TO POWER RISER DIAGRAM 1 -- ---- ------ ---- - - - ------ _____ -_- -- FEED ---- ------ ---- -- FEED: BOTTOM ----------- - -- ---- ---- ---- - - ---- ---- ---- --- -------------- -- FEED BOTTOM BOTTOM --- --- ----- ---- - - - e PANEL'MECHr' 400 3 REFER TO POWER RISER DIAGRAM 1 17 H 7.00 8 40 C 20 12 4.00 H 18 CU OR AL WIRE: CUTLER -HAMMER 17 H 4.00 12 20 C 20 12 4.00 H 18 CU OR AL WIRE: CUTLER -HAMMER 17 SPARE I C I SPACE 18 CU OR AL WIRE: CU - - - -____ -- - .__ --- --- -- --_ -- ------------------ ---- ------------ - - ----- ---- ----- ------------ -- FEEDER: 400 AMP ----------- --- _____ ------- - - --- --- ----- ---------------- -- FEEDER: 400 AMP --- - - - - - - - - - - - - ---------- - - ---- ---- ---- --- _--------- -- FEEDER; 200 AMP 7 PANEL'NHA" 200 3 REFER TO POWER RISER DIAGRAM 1 19 H 7.00 8 3P A 3P 10 5.33 H 20 SEE RISER DIAGRAM 19 H 2.00 12 3P A 3P 12 2.00 H 20 SEE RISER DIAGRAM 19 SPACE I A I SPACE 20 SEE RISER DIAGRAM _- _- -- - - - -- -- - --_ --- --- _ _. --_.---.. FOR WIRE & CONDUIT E PANEL-MECH2' 400 3 REFER TO POWER RISER DIAGRAM 1 -- --- ----- --- - - - -"` -`--` '-- -- FOR WIRE &CONDUIT -- --- ---- ---- - - - ----- ----- ---- -- FOR WIRE &CONDUIT ----------- --- --- - ---- - - ------ ----- ------ _-- _--------- _- _ - - - _ -_ 21 VAV 1-3 H 7.00 8 B 10 5.33 H VAV 2-3 22 SIZES REQUIRED 21 VAV 3-3 H 2.00 12 B 12 2.00 H VAV 4-3 22 SIZES REQUIRED 21 SPACE I B I SPACE 22 SIZES REQUIRED . SURGE PROTECTION 30 3 3�10 THWN CU. 1410 THWN CU. EQ. GIRD _ 314"C. _- -_- _____ --- - _ _ _--_ _____ -_- ___ ___ _-- _-_-- -_-_ ---_ _____ __-_ __--__------- --_ --- _-- ---_ _ _ _____ ______ _--- _-- _-------- _- --- --- - 23 H 7,00 8 45 C 25 10 5.33 H 24 23 H 2.00 12 20 C 20 12 2.00 H 24 23 SPACE I C I SPACE 24 Ia 11 25 H 3.33 12 3P A 3P 12 1.50 H 26 NOTES: 25 H 2.00 12 3P A 3P 12 1.33 H 26 NOTES: 25 SPACE I A I SPACE 26 NOTES: __------------- --- ---- --- ---- - - ---- ---- ----- ---- -------- _- -- --- ----- --- - - - ---- ---- --- -- -- ---- ------ ---- - - - ---_ --_--- ---- -- 12 27 VAV 1-4 H 3.33 12 B 12 1.50 H VAV 4-8 28 Z7 VAV 3-4 H 2.00 12 B 12 1.33 H VAV d-4 26 27 SPACE I B I SPACE 28 ------_.. __- - - -- --- ------ --- - - - ------- ----- ----- -- -- -- ----- ---- - - - ---- ---- --- ------------ --- ---- ---- ------ - - ---- ---- ---- ---- -------------- -- 13 29 H 3.33 12 20 C 20 12 1.50 H 30 29 H 2.00 12 20 C 20 12 1.33 H 30 29 SPACE I C I SPACE 30 ---------- -- --- ---- - - _--- ---- _--- -------------- -- 14------------ --- ------------ - - _____ _'-- ----- ------------`-- -- ---- --- -- -- - - -_-- ------ ------ ------------ -- 31 H 3,33 12 3P A I SPACE 32 31 H 6.00 10 3P A 3P 12 1.50 H 32 31 SPACE I A I SPACE 32 I; ------------ --- ------ ---- ---- - - ---- ----- ---- ----- ----------- -- - ""'__ -- - - 33 VAV 1-5 H 3 33 12 B I SPACE 34 33 VAV 3-5 H 6.00 10 B 12 1.50 H VAV 4-5 34 33 SPACE I B I SPACE 34 -- ---- --- ---- --- --- - - --- ---- ---- ---------------- -- 1: -- ---- ------- --- - - ------ ----- ----- -------------- -- -- -- --- --- - - - ---- ----- ---- -- 17 35 H 3.33 12 20 C I SPACE 36 35 H 6.00 10 30 C 20 12 1.50 H 36 35 SPACE I C I SPACE 36 - - - -- ----------- --- ------ --- ----- - - ----- ----- ------ ------------ -- --------------- --- ----- ---- ---- - - ---- --- ----- ---------------- --- ------------ --- ---- ---- ---- - - ---- ---- ----- ---- _-------- -- 16 37 SPACE I A I SPACE 38 37 H 1.SO 12 3P A 3P 12 1.50 H 38 37 SPACE I A I SPACE 38 NOTES 1. THESE CIRCUIT BREAKERS TO INCLUDE GROUND FAULT SENSING PER NEC 517. 17--------- -_- ---_ --- _____ _ _ __-- _--- _____ -_- --------- _- __ __ _____ -- __ _ _ _ ___ ____ --- __----------- --_ ---_ _--_ ---_ _ _ _--- _____ _____ _-__ _---- -- 39 SPACE I B I SPACE 40 39 VAV 4-7 H 1.50 12 B 12 1.50 H VAV 4-6 40 39 SPACE I B I SPACE 40 _------------ --- _-----_ --- ---- - - ----- ----- ----- --- ----- -- -- ----- -- - - - ---_ --_---- ---- -- -------------- --_ ---_ ---_ ---- - - ---- ------ ------- ---- ------------- _- 41 SPACE I - C I SPACE 42 41 H 1.50 12 20 C 20 12 1.50 H 42 41 SPACE I C I SPACE 42 _===========..... ==... _ TOTAL KVA CONNECTED 75.14 BUS A 75,14 BUS B 75,14 BU5 C TOTAL 225.42 KVA TOTAL KVA CONNECTED 64.64 BTIS A 64.64 BUSH 64.64 BUS C TOTAL 193.92 KVA TOTAL KVA CONNECTED 31.24 BUS A 29.17 BUS B 29.40 BUS C TOTAL 89.81 KVA ---- I ___ - ....... -.................................... .......................'__-_= ------__ --__----___-............ ... ...........= .....__ ...... _... === = = = --_--- ======= ------= ====...... _........ .. LIGHTING: 0.00 KVA X 1.2S DEMAND FACTOR 0.00 DEMAND LOAD PANEL CALCULATION LIGHTING: 0.00 KVA X 1.25 DEMAND FACTOR 0.00 DEMAND LOAD PANEL CALCULATION LIGHTING: 7.82 KVA X 1.25 DEMAND FACTOR 9.78 DEMAND LOAD PANEL CALCULATION LGHTIr:G - 1111 KVA %- I 1.25 DEMAND FACTOR .-- 4670 DEMANDLOAD RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOR = 0.00 DEMAND LOAD 236.66 RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD 203.45 RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD 92.76 -_ - -- - - _- -_ -- - 0.00 KVA X DEMAND LOAD TIMES 1000 RECEP-s 000 KVA x oo CERIANDFACTOR 10.00 DEMANDLOAD RECEPTACLES: 0.00 KVA X 0.50 DEMAND FACTOR = 0.00 DEMAND LOAD TIMES 1000 RECEPTACLES: 0.00 KVA X 0.50 DEMAND FACTOR 0.00 DEMAND LOAD TIMES 1000 RECEPTACLES: 0.SO DEMAND FACTOR - 0.00 _ a€cEP*s 466e KVA x oso DEMAND FACTOR = 2333 DEMANDLOAD HVAC: 225.42 KVA X 1.00 DEMAND FACTOR = 225.42 DEMAND LOAD DIVIDED BY 1.732 AMPS HVAC: 193.92 KVA X 1.00 DEMAND FACTOR 193.92 DEMAND LOAD DIVIDED BY 1.732 AMPS HVAC: 0.00 KVA X 1.00 DEMAND FA TOR = 0.0 1. A £ 15 - - - MAN EQUIPMENT: 0.00 KVA X 1.00 DEMAND FACTOR = 0.00 DEMAND LOAD DIVIDED HY 480 284.67 EQUIPMENT: 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD DIVIDED BY 480 244.72 EQUIPMENT: 81.99 KVA X 100 DEMAND FACTOR - 81,99 DEMAND LOAD DIVIDED BY 480 111.S8 HVAC 515.4t KVA x t00 DEMAND FACTOR = 515.d1 DEMAND LOAD KITCHEN EQUIPMENT: 0.00 KVA X 0,00 DEMAND FACTOR 0,00 DEMAND LOAD - I -- -- -- KITCHEN EQUIPMENT: 0.00 KVA X 0,00 DEMAND FACTOR = 0.00 DEMAND LOAD KITCHEN EQUIPMENT: 0.00 KVA X 0.00 DEMAND FACTOR = 0.00 DEMAND LOAD EOCIPn1ErJ 319e7 KVA x oo DEMAND FACTOR = - 319-67 DEMANDLOAD - SUBFEED 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD SUBFEED 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD SUBFEED 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD - - -- - - - - - LARGEST MOTOR. 3.99 KVA X 0.25 DEMAND FACTOR - 1.00 DEMAND LOAD - -- - EX, PING, LOADS 1 1 ' A X DEMAND ACTOR DEMAND LOAD 3 .0 Kv 125 16400 44,97 KVA X 0.25 DEMAND FACTOR 11.24 DEMAND LOAD LARGEST MOTOR: 38.13 KVA X 0.25 DEMAND FACTOR 9.53 DEMAND LOAD LARGEST MOTOR' MA ...................... ............. ................ ====== ..====......... ....................=......= ...... ___== " = _=================== === _================== ============= ==========..... = ...================== =======================.... ............... ............. ======_ ___ _______ ___•_ __..... ___.....................__......... _:___ __'____'_'_________ ___ ____'__-____'_' ____•_•__._.:....... SUEFEED KVA X 100 DEMAND FACTOR _ 0.00 DEMANDLOAD LARGEST MOTOR 44. 97 KVA j x 025 DEMAND FACTOR = 11,24 DEMANDLOAD TOTAL 1090.55 KVA F_ 109055 X 1000 , 450v , 1.732 • 1311.77 AMPS ... ....====`_•_======_ # LI,AD ===== CODE ======. Y.'JA ...... WIRE ....... BRKR . .. ...... ....... A B C BRKR WIRE ............ KVA CODE LOAD # PANEL: NLA' SECT.1 === =================== # LOAD ===== CODE ======= KVA ====== WIRE =.......................................................................................=__: BRKR A B C BRKR WIRE KVA CODE LOAD # PANEL: NLA' SECT.2 _... ..................= # LOAD ===== CODE ='===== KVA ==.....__..... WIRE BRKR ...........=_'_ A B C BRKR WIRE •====== KVA ===== CODE ================__= LOAD ==== # •__=._..._===== PANEL: =======__=====____== 'NLA' SECT. 3 DISTRIBUTION PANEL SCHEDULE =_• ._-=,,...... ....... 1 LT. 13E,. 7,46 ............ L 0.?3 ...................... 12 20 ..==_._ A 20 12 .... _..._ 0,93 ... L ................... LTG, OR 145 ... 2 ............... VOLTAGE: .................... 120/208V,3P,4W ... ..====.... =='•__=== 43 RECPT5.123 =.... R - ........... 0.36 12 ======= 20 _ = = ============= A 20 12 ======= 0.72 ===== R ====___===____===== RECPTS.134,38,46 === 44 ============_== VOLTAGE: =_=___='__====...... 120/208V,3P,4W .... ___________======== 85 ISOLATION POWER ===== S ======= 2.50 ====== * ======= 2P = = = ======= ...... A .20 12 ....... 0.52 ..... L ....... =.. ___==== LTG .188,85,84,92,93 ==== 86 =============== VOLTAGE: ==================== 120/208V,3P,4W DESIGNATION: •EDP' Itsecr.l) i _- -- _-__ -___._ _____ ______ _ _ _____ _____ ______ _-__ _-__-___-__�-___ -_ ___-__-__-___-__- ___- ___-__ -__- ______ _ _ _____ ______ _____ __-_ --------------- -_ ____ -- --_- ----- _ _ _____ _____ ______ _.-__ ------------- - MAIN: BOD AMP MLO I VOLTAGE: 277 / 480V 3 PHASE 4 WIRE c -sI I S 3 LT. 1 i . _ C . _ 1 L--- n 12 20 B 20 12 0 93 L LTG OR 144 4_ MANUFACTURE: CUTLER -HAMMER 45 RECPTS. 123 R 0 36 12 20 B 20 12 0.90 R RECPTS 147,51, 53 46 MANUFACTURE: CUTLER -HAMMER 87 PANEL ' IPl' S 2 50 30 H 20 12 0 60 L LTG 88 MANUFACTURE: CUTLER -HAMMER MANUFACTURER. CUTLER -HAMMER PRL3A' N IAIC RATING: 1 OooO v {FULL RATED) ------------------ I, 5 SIGN LIGHT L -�46-_ 0.25 ----- 12 ------ 20 - - ----- ----- C 20 12 ------ 0 93 ---- L --------------- LTG OR 143 6 TYPE: PRLZA ----------------- 47 RECPTS 123 ---- R ------ 0 36 ---- 12 ------ 20 - - ----- C 20 - 12 - . 0 90 - R - T .14 RECP S 8 -- 48 TYPE' PRLZA ------------- 89 ISOLATION POWER ---- S --- 2 50 ---- * --- 2P - - ----- C 20 --- 12 ----- 0.36 ---- R --------------- RECPTS.156 --- 90 TYPE: PRLZA - - - - - ------------------ ---- ------ ---- ------ - - ----- ----- ------ --- -------------- -- ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- ---- --- ----- ----- - - ----- ----- ------ ---- --------------- --- Rcu CIRCUIT LOAD DESCRIPTION FRAME RAM TRIP POLES TYPE FEEDER NOTES I 7 LT 111 26 27 28 29 L U 89 12 2U A 20 12 0.98 L LTG.101 02 04 8 MAIN AMPS: 400 AMP 49 RECPTS.123 R 1.08 12 20 A 20 12 0.9D R S RECPT .199 50 MAIN AMPS: 900 AMP 1 9 PANEL 'IP2' S 2.50 * 3 0 A 20 12 1.00 E REFRIG.156 92 MAIN AMPS: 400 AMP NO SIZE 1 TRANSFER SWITCH CR-ATS 250 3 SfLA REFER TO POWER RISER DIAGRAM ----------------- ---- ------ ---- ------ - - - ---- ----- ------ ------------------ ------------------- ---- ------ ---- ------ - - ----- ------ ----- ------------------- -- ------------------- ---- ----- ----- ------ - - ----- ----- ----- ---------------- -- MLO OR MCB. MLO MLO OR MOH. MLO MLO OR MCB: MIA 9 LTi-,.107,08,09,10,18 L 1.21 12 20 B 20 10 0.72 L LTG. EXTERIOR 10 51 RExPTS.123 R 0.72 12 20 B 20 12 0.90 R RECPTS.150 52 93 ISOLATION POWER S 2.50 * 2P B 20 12 1.00 E MICROWAVE 94 - 2 __._ TRANSFER SWITCH LS-ATS -_- - 150 3 F N B 6 - REFER TO POWER RISER DIAGRAM - - ____._ ..._----------- ---- ------ ----- ------ - - ----- ----- ------ ---- --------------- -- AIC RATING: 10, 000 --------------- --- --- ------ - - ----- ------ ----- ---- --------------- -- AIC RATING: 10,000 ---- --- ---- ----- - - ----- ----- ------ --- -------- -- AIC RATING: 10,000 3 5 URGE PROTECTION 30 3 3x101HWN CU 1-910 THWN CU EQ. GIRD, 3/4"C. 11 LT 123 L 0.69 lc .0 C 20 12 0.60 L LTG.103 12 53 RECPT5.123 R 0.36 12 20 C 20 12 0.10 E STERILIZER #1 OIL. 54 95 PANEL IP3 S 2.50 30 C 3P 10 0.67 E 96 ------------- ---- ------ ----- ------ - - ----- ----- ------ ---- --------------- -- MOUNTING: SURFACE ---------------- -- ---- --- ------ - - ----- ------ ----- ---- --------------- -- MOUNTING: SURFACE ---- ------ ------- --- ----- ----- ----- - - - ----- ------ ---- - - - MOUNTING: SURFACE --- _ . _.._ 4 --- SPACE - 3 -- _, . 13 RE 'i F7S1.2 R 108 12 2U A 20 10 0 24 L LTG. EXT.SCONCES 14 SS RECPTS.123 R 0.54 12 20 A 20 12 0.36 R RECPTS. ROOF 56 97 RECPTS. 103 R 0.54 12 ZO A 100.67 E SCOPE WASHER 185 98 , -------------- ---- ------ ----- ------ - - ----- ----- ------ ---- --------------- -- LOCATION. ELECT.RM.115 --------------- --- ------ --- ----- - - ----- ------ ----- ---- --------------- -- LOCATION. ELECT.RM.115 ------------------ ---- ----- ---- ----- - - - ----- ------ ---- LOCATION: ELECT . RM . 115 --- - - - - . ., . _ - -- - 1E RE, FT; 130,31,32.-19 R 0 90 12 20 8 20 12 0,90 R RECPT5.102,03 16 S7 RECPTS.120,22 R 0.54 12 20 H 20 12 0.36 R RECPTS.189 58 99 VENDING 156 E 1.50 12 20 B 30 10 0.67 E 100 5 SPACE 3 -------- --------- ---- ------ ----- ------ - - ----- ----- ------ ---- --------------- -- FEED. BOTTOM ----------------- --- ------ ---- ------ - - ----- ------ ----- ---- -------------- -- FEED. BOTTOM ------------------ ---- ----- ----- --- - - ----- ----- --- --- --------------- --- FEED' OM BOTTOM g SPACE 3 17 REIPT'-, 127,2H R 1.08 12 20 C 20 12 1.00 E EWC (2) 18 CU OR AL WIRE: CU 59 RECPT5.137 R 0.72 12 20 C 20 12 0.36 R RECPTS.189 60 CU OR AL WIRE: CU 101 VENDING 156 E 1.60 12 20 C 20 12 0.50 E STEAM GEN. CTL. 102 CU OR AL WIRE: CU -- -- -- - -- -- -------------,----- ---- ------ ----------- - - ----- ----- ------ ---- --------------- -- FEEDER: 400 AMP ----------------- ---- ------ ---------- - - ----- ------ ----- ---- --------------- -- FEEDER: 400 AMP ------------------- ---- ----- ----------- - - ----- ----- ------ ---- ------------ -__ _-_ FEEDER: 400 AMP 7 SPACE 3 19 RE F'i 117,1 R 1 62 12 20 A 20 12 1,08 R RECPTS. 102 20 SEE RISER DIAGRAM 61 H.W. CIRC. PMP. E 0.25 12 20 A 20 12 0.36 R RECPTS.189 62 SEE RISER DIAGRAM 103 RECPTS R 0.72 12 20 A 20 12 1.92 E STERRAD STERILIZER 104 SEE RISER DIAGRAM ,26 --- - ------------ ---- ------ ----- ------ - - ----- ----- ------ ---- --------------- -- FOR WIRE &CONDUIT ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- FOR WIRE & OONDUIT ------------------- ---- ----- ----- ------ - - ----- ----- ------ ---- --------------- --- FOR WIRE &CONDUIT 8 SPACE 3 __ - ---- --- - -____ 21 REI_FTS 108,09 R U 72 12 20 B 20 12 0,72 R RECPTS.104 22 SIZES REQUIRED 63 RECPTS. 136 R 0.36 12 20 B 20 12 0.36 R RECPTS.189 64 SIZES REQUIRED 105 RECPTS R 0.72 12 20 B 20 12 1.92 E STERRAD STERILIZER 106 SIZES REQUIRED 9 SPACE 3 ------------- ---- 23 REIN T= 111,26 ---- R ------ 1 44 ----- 12 ------ 20 - - ----- ----- C 20 12 ------ 1.08 ---- R --------------- RECPTS.104 -- 24 ----------------- 65 IF SINK 105,06 * ---- E ------ 0.13 ---- 12 ------ 20 - - ----- ------ C 20 12 ----- 0.36 ---- R --------------- RECPTS.175 -- 66 ------------------- 107 MICROWAVE 107 ---- E ----- 1.00 ----- 12 ------ 20 - - ----- ----- C 20 12 ------ 1.92 ---- E --------------- STERRAD STERILIZER --- 106 -- 10 - SPACE 3 ------------------ ---- ------ ----- ------ - - ----- ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- 11 NOTUSED 25 REI:FTS.114 R 0.90 12 20 A 20 12 0.72 R RECPTS.104 26 NOTES: 67 IF TOILET 105,06,19 E 0.13 12 20 A 20 12 0.72 R RECPTS.181,89 68 NOTES: 109 MICROWAVE 107 E 1.00 12 20 A 20 12 1.SO E VENDING 110 NOTES: --- - --- -- - - - -- ------------------ ---- ------ ----- ------ - - ---------- ------ ---- --------------- -- THIS PANEL IS ---------------- --- ------ ---- ------ - - ----- ------ ----- ---- ------------- -- 27 RECPTS.113 R 0.90 12 20 B 20 12 1.00 E COPIER 104 28 CONNECTED TO 69 IF SINK 119, 23 * E 0.13 12 20 B 20 12 0.90 R RECPTS.189,95, 96 70 THIS PANEL IS Ill D.WASHER 107 E 1.60 12 20 B 20 12 1,50 E VENDING 112 THIS PANEL IS ------------------ ---- ------ ----- ------- - - ----- ----- ------ --- --------------- -- THE NORMAL ----------------- -- -- ---- ------ - - ----- ------ ----- ---- --------------- -- CONNECTED TO ------------------- ---- ----- ----- ----- - - ----- ----- ------ ---- --------------- --- CONNECTED TO 13 NOTUSED 29 REI-PT'S.123 R 0 36 12 20 C 20 12 1.50 E VENDING 107 30 SYSTEM 71 IF TOILET 125,27,28 E 0,10 12 20 C 20 12 0.72 R RECPTS.189 72 THE NORMAL 113 EF-1 H 0.70 12 20 C I SPACE 114 THE NORMAL 14 NOTUSED ------------------- ---- ------ ----------- - - ----- ----- ------ ---- --------------- -- ----------------- ---- ------ ---------- - - ----- ------ ----- ---- --------------- -- SYSTEM ------------------- --- ----- ---------- - - ----- ----- ------ ---- --------------- --- BRANCH - -- - ___ - __ _ _-- 31 RECPTS.123 R 0 36 12 20 A 20 12 0.72 R RECPT5. 107 32 PROVIDE FEED THRU- 73 IF SINK 125 * E 0.13 12 20 A 20 12 0.72 R RECPTS.169 74 115 EF-2, EF-3 H 1.10 12 20 A I SPACE 116 15 NOTUSED ------------------ ---- ------ ----- ------ - - ----- ----- ------ --- LUGS FOR SECTION 2 --- - - - - ---- ------ - - --- ---- ----- ---- ------------- -- PROVIDE FEED - ----- -- ---- --- ----- - - ----- REFER TO POWER 18 NOT USED 33 kECPTS 123 k 0.36 12 20 B 20 12 1.26 R RECPT/REFRIG.107 34 75 LANDSCAPE LTG. L 0.85 12 20 B 20 12 1.06 R RECPTS.192 76 THRU LUGS FOR 117 EF-4 H 1.18 12 20 B I SPACE 118 RISER DIAGRAM FOR _-- __ ------------------ ---- ------ ----- ------ - - ---------- ------ ---- --------------- -- --------------- - - ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- SECTION 3 ------------------- -- -- -- --- ----- ------ - - ----- ----- ----- - ---- ------------- --- FEEDER REQMNTS . 17 NOTUSED 35 RECPTS 123 R 0.36 12 20 C 20 12 0.36 R RECPTS.123 36 77 EXI.LTG.HOLLAIa S L 0.38 12 20 C 12 0.50 E WATER SOFTNER 78 119 EF-5, EF-6 H 1.10 12 20 C I SPACE 120 ------------------ ---- ------ ----- ----- - - - ----- ----- ------ ---- --------------- ----------------- ---- ------ ---- ------ _20 - - _ ------ ----- ---- ------------- -- * ------------------- ---- ----- ---- ------ - - ----- ----- --- --- -------------- --- 1g NOT USED 37 RD-F'TS-123 R 0.36 12 20 A 20 12 0.36 R RECPTS.123 38 79 IF SINKS ENDO * E 0 18 12 20 A 20 I SPARE 80 121 EF-7 H 0.70 12 20 A I SPACE 122 NOTES: __ _ __ --- ----------- 39 RE ET'S 123- -- ---- R--- ------ 36 ----- 12 ------ 20 - - ----- ----- B 20 12 ------ 0,72 ---- R --------------- RECPTS 140 -- 40 ----------------- 81 IF SINKS 189 * ---- E ------ 0. 08 ---- 12 ------ 20 - - ----- ------ B 20 ----- ---- I--- --------------- SPARE----------- -- 82 ------------------ 123 LIGHTS 102 ---- L ----- 0.39 ----- 12 ------ 20 - - ----- ----- H ------ --- I --------------- SPACE --- 124 41 RECF'T'o 123 - k ----- vU - 0.36 ------= ----- 12 ------ ------ 2U ------= - - ----- C 20 - I --------------- SPARE -- 42 ---------------- 83 IF TOILETS ENDO ================== ---- E ===== ------ 0.10 ======= ---- 12 ====== ------ 20 " ____= - - ----- - - C 20 .. == ..... .__'....===.=: --- -- -- - I SPARE ..:..__...::._..... 84 ... ------------------- 125 LTG. CTL. C PNL.L PN ==..................................................................... ---- E ----- 0 25 ----- 12 ------ 2 0 - - ----- ----- C ------ ---- I ------------- SPACE ....................... --- 126 -===================== r TOTAL Y.VA CONNECTED 11.17 HUS A 11.16 = = ....___ =- ------ BUS B 10.01 ------- BUS C TOTAL ------------------- 32.34 --- KVA TOTAL KVA CONNECTED 6.4 5 H US A 7.64 HUSH 5. 09 U BUS C TA TOTAL 9 0 1 7 ICY A V TOTAL KVA CONNECTED 14.67 HUS A 15.98 BUS B 13.00 BUS C TOTAL 43.65 KVA - --_ ---====--============= r LI_HTING: ----- ======- 9.76 ------ Y.VA X ------= 1.25 = _ = _...._------= DEMAND FACTOR = ------- 12.20 ------------------= DEMAND LOAD =._ PANEL CALCULATION ---- --- -- - LIGHTING' = "_ '__-... 1.23 ...... KVA X .... _=.... 1 25 ...... ....... DEMAND FACTOR ....... 1.54 ..=.. .... ===............ D DEMAN LOAD ... PANEL CALCULATION ....................................===== LIGHTING: 1.51 KVA X '____== 1.25 = = = ==__==__ DEMAND FACT>JR ..... ....... 1.89 ..... ................ _...... DEMAND LOAD PANEL CALCULATION LAT LIGHTING __.LIGHTING _______ 7. 04 _- _.___. KVA _.-_._.- X ___ 1 25 _ _,.._ DEMAND FACTOR = 1 30 2 .._..__.. DEMAND LOAD _ __-_._... _..- ___ kEr_EFTACLES: lU.OD KVA X 1.00 DEMAND FACTOR . 30 00 DEMAND LOAD 30.24 RECEPTACLES: 10,00 KVA X 1.00 DEMAND FACTOR 10.00 DEMAND LOAD 1 .37 6 RECEPTACLES: ME PTACLES' 2.34 KVA X 1.00 DEMAND FACTOR = 2 34 N L D DEMA D OA 44.03 RECEPTS 10.00 KVA X 1 00 DEMAND FACTOR = 10 00 DEMANDLOAD RECEPTACLES: 9.08 KVA X 0.50 DEMAND FACTYUR 4.54 DEMAND LOAD TIMES 1000 RECEPTACLES: 6,02 KVA X 0.50 DEMAND FACTOR 3.01 DEMAND LOAD TIMES 1000 RECEPTACLES: 0.00 KVA X 0.50 DEMAND FACTOR = 0.00 DEMAND LOAD TIMES 1000 __ _ _ RECEPTS 9.22 _ _ KVA x 050 DEMAND FACTOR = 4.61 DEMANDLOAD HVAC: O. DO KVA X 1.00 DEMAND FACTOR - 0.00 DEMAND LOAD DIVIDED BY 1.732 AMPS HVAC: 0.00 KVA X 1.00 DEMAND FACTOR • 0.00 DEMAND LOAD DIVIDED BY 1.732 AMPS HVAC: 4.78 KVA X 1.00 DEMAND FACTI7R = 4.78 DEMAND LOAD DIVIDED BY 1.732 AMPS Hvnc 91.2s KVA x 10o DEMAND FACTOR • 81.29 DEMANDLOAD EQUIPMENT 3 S0 KVA X L00 DEMAND FACTl�R = 3.50 DEMAND LOAD DIVIDED BY 208 83.94 EQUIPMENT: 1.82 KVA X 1.00 DEMAND FACTOR 1.82 DEMAND LOAD DIVIDED BY 208 45,43 EQUIPMENT: 20.02 KVA X 1.00 DEMAND FACTOR - 20.02 DEMAND LOAD DIVIDED HY 208 122.21 ---- - - --- --- -- ---- - - - - - - - --------- EQUIPMENT 13Z 54 KVA -- ________ KITt,HEN EQUIPMENT: 0.00 KVA X 0 00 DEMAND FACTOR = 0.00 DEMAND LOAD KITCHEN EQUIPMENT: 0.00 KVA X 0.00 DEMAND FACTOR = 0.00 DEMAND LOAD KITCHEN EQUIPMENT: 0.00 KVA X 0.00 DEMAND FACTOR 0.00 DEMAND LOAD X 100 DEMAND A = 137 54 DEMAND LOAD _-___-__ __._ - Ews71NG Loans e7.z0 ___-__ KVA x- SUBFEED 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD SUBFEED 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD SUBFEED 15.00 KVA X 1.00 DEMAND FACTOR 15.00 DEMAND LOAD ^ is DEMAND FACTOR E C = to9.00 MAN LOAD DEMAND 0 D SUBFEED KVA x 100 DEMAND FACTOR 0.00 DEMANDLOAD LARGEST MOTOR: U OU KVA X O 25 UEMkND FACTOR 0.00 DEMAND LOAD LARGEST MOTOR: 0.00 KVA X 0.25 DEMAND FACTOR = 0.00 DEMAND LOAD LARGEST MOTOR: 0.00 KVA X 0.25 DEMAND FAC IY)R = 0.00 DEMAND LOAD ___ __________:______._ _ -=_== ===__== __'............ . ...... ....... ....... .............................................................. ........................... ............. ===___= = = = ============= ======= ===== =================== === =============== ================_==_ _______________======............................ ........................... ....................... ................................... LARGEST MOTOR 21.30 KVA X 025 OEMANDFACTOR = 5.33 DEMANDLOAD -_.... -... ' I I TOTAL 379.07 KVA . 379-07 X 1000 / 480V 1 1, 732 = I � 455.96 � AMPS # LOAD CODE KVA WIRE BRKR ABC BRKR WIR E KVA A CODE LOAD # PANEL. EQHA ---------------------= -------------------- -__-_ -- - ------= ------- ====== - =------ ------ = = = ------------= - - ------------- --===== -- =='== ...... = ............ ... .... =._..=====_ ===================_ ___ ____________======= ===== ======= ===.=..._===.... ...... ....... ....... ..... ................... ... ............... .................... DISTRIBUTION PANEL H SCHEDULE =-- ------------======= ===== ======== ====== ======= = = = ============= ======== __=== _ '___======___=== _= === _ _ .. .====_' ___• _ _ • •_ =. ..====.. ..=. . # LOAD CODE KVA WIRE BRKR A H C BRKR WIRE KVA CODE LOAD # PANEL: 'EQLA' # LOAD CODE KVA WIRE BRKR ABC BRKR WIRE KVA CODE LOAD # PANEL: 'CRLA' SECT .1 1 I _- STEAM E _-__ 10.00 ______ 8 -_-_ 3P A 3P _ _ _ ______ 25.00 _____ S SUBFEED 2 VOLTAGE. 277/480V,3P,4W ••• ••••••••••••••••••• 1 SPARE ••••• E ••••••• •••••• ••••••• 20 •_•••• ••_•••• A 20 ••••••• ••••• I .......... =­­­ SPARE _'_ 2 _______________ VOLTAGE: ____________•_•____• 120/208V,3P,4W ............................................... 1 LTG. OR 14S L 0.93 12 20 . . . ..=========== A 20 12 ======= 0.95 ===== I ==========_====_=..... LTG.136,37,38,39,40 2 ...... ....... == VOLTAGE =___=___=___...__==_ 120/208V,3P,4W - DESICIJAT,ON EDP' ISECT21 MAIN L AMP MILO VOLTAGE ,2771460V.. 3 PHASE 4IIRE 3 GENERATOR E 10.00 8 B * 25.00 S TRANSFORMER 4 MANUFACTURE: CUTLER -HAMMER MANUF4C7.IRER CUTLER-HAMMER'PRL3A AID RATING 10.000 (FULLY RATED) '- - - - ---'-- --'-- - - - ---- ----- -- -- 3 SCOPE E 0.67 10 3P H 20 I SPARE 4 MANUFACTURE: CUTLER -HAMMER 3 LTG. OR 144 L 0.93 12 20 B 20 I SPARE 4 MANUFACTURE: CUTLER -HAMMER 5 30 KW E 10,00 8 50 C 125 * 25.00 S TEQl' 6 TYPE: PRL3A -- --- --- - - ---- ---- --- -- --------- -- ------------ --- ---- --- ---- - - ---- ----- ---- --- ------------ -- _ -.- - - -.-__ _---___-- _____ _-__ ------- _____ _____ _ _ ______ _____ _____ _____ ------------ -_ 5 WASHER E 0.67 10 C 20 I SPARE 6 TYPE: PRLZA 5 LTG. OR 143 L 0.93 12 20 C 20 I SPARE 6 TYPE: PRLZA CIR_ CWI LOAD DESCRIPTION FRAME TRIP POLES TYPE FEEDER NOTES 7 INSTRUMENT E 1.75 12 3P A 3P 6 7 10 H RTU-1 8 MAIN AMPS: 400 AMP -- -- --- - - - --- - ---- --------- -- ------------ --- ---- --- --- - -------- ------ ----_ --_ --------- -_ NO SIZE --- 9 WASHER ---- E -------- 1.75 ------ 12 - - - _____ B 6 -_-_ 7 .10 __-_ H SUPPLY FAN 10 MLO OR MCB: MLO 7 ----------- E --- 0.67 ---- 10 ---- 30 ---- A 20 - - ---- ---- ----- I --- SPARE ---------- 8 -- MAIN AMPS: MLO OR MCB: 100 AMP MLO 7 LTG.112,15,19,20,22 ------------ L - - - 1.03 - - - - 12 -- 20 --- A 20 - - ----- ______ 12 0.36 ______ L __-_ LTG.104,05,06,07 ------------ 8 -_ MAIN AMPS: MLO OR MCB: 225 AMP MLO I TRANSFER SWITCH BOATS 400 3 SFLA REFER TO POWER RISER DIAGRAM -- - - - - - --- -- ----- -- - - - - - - - - - - - - - - - ----- ----- ---- -- AIC RATING: 14, ODO 9 NEPTUNE WASTE E 0.36 12 20 B 20 I SPARE 10 9 LTG. 123 L 1.17 12 20 B 20 12 0.36 R RECPTS.123 10 2 SPACE 3 11 E 1.75 12 20 C 60 6 7 10 H 20 HP 12 ----------- - - - - - - - - - - - --- - - ---- ---- ---- --- ---------- -- AIC RATING: 10,000 ------------ - - - - - - - -- ---- - - ______ _______ ------ __-_ ------------ -_ AIC RATING: S0, 000 SPACE - ----------------- ----- -------- ----- ------- - - -_-- ---- ---- ---- ---_------- -- MOUNTING: SURFACE 11 NMAC DRYER E 0.60 12 20 C 20 12 0.50 E STEAM GEN,CTL.CKT. 12 11 LTG.123 L 0.47 12 20 C 20 12 0.18 R RECPTS.123 12 3. - - - - _ _ 3 - . 13 SUBFEED S 12. 63 * 3P A 3P 8 5 35 H RTU-2 14 -------- -- --- - --- - - ---- --- ---- --- ---------- -- MOUNTING: SURFACE ------------ -- ---- --- ---- _ _ _____ -_-- ---_ __-_ --------- -_ MOUNTING: SURFACE 4 SPACE 3 -- ------------ - ----- _____ ---- -- LOCATION: EMERG.ELECT.RM.142 13 SPARE I 20 A 20 12 1.50 E RO WATER SYSTEM 14 13 RECPTS.123 R 0.36 12 20 A 20 12 0.18 R RECPTS.123 14 I—- -- - --- - - --- 15 PANEL ' COMPAC' S 12 . 63 * B 8 S . 3 S H SUPPLY FAN 16 ---------- --- --- ---- --- - - --- --- ---- --- ---------- -- LOCATION : ELECT . RM .115 ----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- LOCATION: ELECT. RM .115 SPACE 3 -- _-- _-__-- -_-_ - - - ------ ------- ----- - FEED: TOP 15 OR AUTO DOORS E 1.50 12 20 B 20 12 1.20 E STERILIZER #1 CTL. 16 I5 RECPTS.123 R 0.18 12 20 B 20 12 0.36 R RECPTS.123 16 cSPACE 3 17 S 12 . 63 * 100 C 40 8 5.35 H 15 HP 18 CU OR AL WIRE: CU --------- -- --- --- -- - - --- ___ _____ _-- _-------- _- FEED: BOTTOM --------- --_ ---_ --- _____ - - _____ ______ ______ __-_ ---------- -_ FEED: BOTTOM _- ------------- _-- ______ --------- _ _ _____ _____ ______ _____ ---_---_--_ -- FEEDER: 400 AMP 17 OR AUTO DOOR5 E 1.50 12 20 C 20 12 1.20 E STERILIZER #1 PUMP 18 CU OR AL WIRE: CU 17 RECPTS.123 R 0.18 12 20 C 20 12 0.18 R RECPTS.123 18 CU OR AL WIRE: CU 7 SPACE 3 19 VACUUM PUMP E 11.36 6 3P A 3P * 5 . 76 K SUBFEED 20 SEE RISER DIAGRAM -- -- - -- ---- _ _ _--- ---_ _--- _____ ---------- _- FEEDER: 100 AMP ---------------- ---- ----- --------- - - ------------- ------- ----- ------------ --- FEEDER: 225 AMP ___ ___- ________ -____ _ _ _ _____ _____ __-_ -_ FOR WIRE &CONDUIT 19 DMPRS.RTU SYST.1 E 0.50 12 20 A 20 12 1.20 E STERILIZER #2 CTL. 20 SEE RISER DIAGRAM 19 RECPTS.123 REC TS. 23 R 0. 36 12 2 0 A 20 12 0.18 R RECPTS 123 20 SEE RISER DIAGRAM = SPACE 3 21 (3) 10 HP E 11.36 6 B * 5 76 K EXISTG. PNL. EDP2 22 SIZES REQUIRED -------- -- --- -- --- - - ---- --_ _--- _-- --------- _- FOR WIRE & CONDUIT ------------ --- ---- --- ---- - - ------ ------ ------ ----- ---------- -- FOR WIRE & CONDUIT SPACE g _- _-- _____ _____ _ _ _ --- _____ __-_ -_ 21 DMPRS.RTU SYST.2 E 0.50 12 20 B 20 12 1.20 E STERILIZER #2 PUMP 22 SIZES REQUIRED 21 RECPTS.123 R 0.18 12 20 B 20 12 0.36 R RECPTS.123 22 SIZES REQUIRED - - 23 E 11.36 6 60 C 125 * S . 76 K VIA XFMR 24 ----------- --- ---- ---- ---- - - ---- ---- ---- ---- ----------- -- -------------- ---- ---- --- _--- - - ---- ---- ---- --- ----------- -_ 10 SPACE 3 _- _--------- --- _____ -_-_ ---_ _ _ -_-- ---_ ------- __-_ ------------ -_ 23 DMPRS.RTU SYST.4 E 0.50 12 20 C I SPACE 24 23 RECPTS.123 R 0.18 12 20 C 20 12 0.18 R RECPTS.123 24 25 SPACE I A 3P 8 5 . 35 H RTU-4 26 NOTES: ------------ --- ---- ---- ---- - - ---- ---- ----- --- ---------- -- --- - - - - - - - - - - - - - - - - -- --- - - ---- ---- ---- --- ---------- -- n NOT USED __ _ 25 SPACE I A I SPACE 26 NOTES: 2S RECPTS.123 R 0.36 12 20 A 20 12 0.18 R RECPTS.123 26 NOTES: n NOT USED 27 SPACE I B B 5 35 H SUPPLY FAN 26 * REFER TO POWER ----------- --_ ---_ _--_ ---_ - _ _--- ---_ _--- _-- _--------- _- ------------- -___ ---_ _____ _--- _ _ ---_ -_-- ---_ --_ ---------- -_ - - - -- -- -- --------- -- --- --- --- - - - --- ----- ---- --- RISER DIAGRAM FOR 27 SPACE I B I SPACE 28 PAN IS THIS EL 27 RECPTS.123 R 0.18 12 20 B 20 12 0.36 R RECPTS.123 28 THIS PANEL IS 13 NOTUSED 29 SPACE I C 40 8 S . 35 H 15 HP 30 FEEDER REQMHTS. -_ - -------- - --_ --_ - --_ _ _ _--- --_ _-- _-- _---------- _- CONNECTED TO ------------ -- ---- --- ---- - - ---_ -_-- ---_ --_ ------------ -_ CONNECTED TO 4 NOT USED -- - _-------_--_ _-- _____ -------- _ _ -_-- _____ ______ __-_ -------- -_ 29 SPACE I C I SPACE 30 THE EQUIPMENT 29 RECPTS.123 R 0.18 12 20 C 20 12 0.18 R RECPTS, 123 30 THE CRITICAL 31 SPACE I A I SPACE 32 THIS PANEL IS -------------- _____ ______ --------- _ _ _--- --_ _--- _-- _--------- - BRANCH ------------- --_ _--_ ----------- _ _ ---_ -_-- ---_ --_ ---------- -_ BRANCH SYSTEM 1s NOT USED -- ----------- --- ----- ---- ---- - - ---- --- ----- ---- ------------ ___ CONNECTED TO 31 SPACE I A I SPACE 32 31 RECPTS.123 R 0.36 12 20 A 20 12 0.18 R RECPTS.123 32 _ -1 _ __ -_ 33 SPACE I B I SPACE 34 THE EQUIPMENT ------------ -- ---- ---- --- - - --- - ---- --- ---------- -- - - - - - - - - - - - - - - - -- --- - - ---- ---- ---- --- ------------ --- PROVIDE FEED-THRU 16 NOT USED _----------- -- -_-- --- --_ _ _ -_-- ---_ ______ __-_ ---_---_- BRANCH 33 SPACE I H I SPACE 34 33 RECPTS.123 R 0.18 12 20 B 20 12 0.36 R RECPTS.123 34 LUGS FOR SECOND 17 NOT USED 35 SPACE I C I SPACE 36 ------------------ ---- ----- _____ ---- - - ---- --- ---- --- ------------- -- ----------- --- ---- --- ---- - - ----- ---- ---- --- --------------- --- SECTION I _- -------------- ___- ______ -_-_ _____ _ _ _______ _____ -_-- __-_ --_---_ -_ 35 SPACE I C I SPACE 36 35 RECPTS.123 R 0.18 12 20 C 20 12 0.18 R RECPTS.123 36 15 NOT USED 37 SPACE I A I SPACE 38 -_ - - - _--- --_ - -- ---------- _- ------------ --- ---- --- ---- - - ------ ---- ------- --- --------- -- * GFCI TYPE CH NOTES -- ----- - - - - ___-__-_____-_--_ _____ ______- -_-_ --___ _ _ -_-- ---_ -_--_ __-_ --_-----_ -_ 37 SPACE I A I SPACE 38 37 RECPTS.123 R 0.36 12 20 A 20 12 0.18 R RECPTS.123 38 39 SPACE I B I SPACE 40 ------------ --- ---- ---- `---- - - ---- ---- ---- --- ---------- ------------ -- ---- --- --- - - ---- ---- ---- --- ------------ -- __ ------------- ___- _____ -_-_ _____ _ _ -_-- ---_ _____ __-_ --_- _ -_ 39 SPACE I B I SPACE 40 39 RECPTS.123 R 0.18 12 20 B 20 12 0. SO E U/C REFRIG. 40 41 SPACE I C I SPACE 42 ------------ --- ---- _--- ---- - - ---- ---- ---- --- ---------- -- ------------ --- ---- --- --- - - ---- ---- ---- --- ------------ -- "' """""'_"'__•' ""• """" '•"" ""'•' ' ' ' ...... _"•'•• ......•' """_____________ ___ 41 SPACE I C I 42 41 RECPTS.123 R 0.18 12 20 C 20 12 0.36 R RECPTS.189 42 TOTAL KVA CONNECTED 84,30 BUS A 84.30 BUS B 84.30 HUS C TOTAL 2S2.90 KVA .................................................. ...... === .... ....... ...................... ...................................................................... ...................... - ======= ===== ======== ====== ======= = = = ===..= '_..... "•"••• ••••. ==='••"=___'====== === TOTAL KVA CONNECTED 3.87 HUS A 5.43 BUS B 4.97 BUS C TOTAL 14.27 KVA TOTAL KVA CONNECTED 5.97 BUS A 5.30 BUS B 3.56 BUS C TOTAL 14.83 KVA - - - -- LIGHTING: 0.00 KVA X 1.25 DEMAND FACTOR = 0.00 DEMAND LOAD PANEL CALCULATION =__ ___'_______________ _____ __===== ==='== ==== ... ......... ...... _ ===___= ===__ =======_==========' === ___==.... == ...... ==... .... = ............= __..........__== ______= _'_'__= =.... =======_=______==== === u HTII:; KVA x 125 DEMAND FACTOR 000 DEMANDLOAD RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD 262.S5 LIGHTING: 0.00 KVA X 1.25 DEMAND FACTOR = 0.00 DEMAND LOAD PANEL CALCULATION LIGHTING: 5.82 KVA X 1.2S DEMAND FACTOR 7.28 DEMAND LOAD PANEL CALCULATION RECEF-S -- KVA - x 1.co DEMAND FACTOR- . 000 DEMANDLOAD RECEPTACLES: 0,00 KVA X 0.50 DEMAND FACTOR 0.00 DEMAND LOAD TIMES 1000 RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD 14.27 RECEPTACLES: 7.56 KVA X 1.00 DEMAND FACTOR 7,56 DEMAND LOAD IS .34 RE - F'S KVA X 050 DEMAND FACTOR = 0 00 DEMAND LOAD HVAC: 63.40 KVA X 1.00 DEMAND FACTOR . 53.40 DEMAND LOAD DIVIDED BY 1.732 AMPS RECEPTACLES: 0.00 KVA X 0.50 DEMAND FACTOR • 0.00 DEMAND LOAD TIME5 1000 RECEPTACLES: 0.00 KVA X 0.50 DEMAND FACTOR - 0.00 DEMAND LOAD TIMES 1000 --- _ -- -- EQUIPMENT: 69.33 KVA X 1.00 DEMAND FACTOR = 69.33 DEMAND LOAD DIVIDED BY 480 315.80 HVAC: 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD DIVIDED BY 1.732 AMPS HVAC: 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD DIVIDED HY 1.732 AMPS HVAC --- --- 534. KVA - I X 1,00 DEMAND FACTOR - . 53.40 - DEMAND LOAD _ ---- EXISTING LOAD 17,28 KVA X 1.25 DEMAND FACTOR = 21.60 DEMAND LOAD EQUIPMENT: 14.27 KVA X 1.00 DEMAND FACTOR 14,27 DEMAND LOAD DIVIDED BY 208 39.61 EQUIPMENT: 0.50 KVA X 1.00 DEMAND FACTOR - 0.50 DEMAND LOAD DIVIDED BY 208 42,S7 I'I 3070 KVA X I 1.00 DEr:1ANDFACTOR = 90.70 DEMANDLOAD SUBFEED 112.89 KVA X 1.00 DEMAND FACTOR 112.69 DEMAND LOAD KITCHEN EQUIPMENT, 0.00 KVA X 0.00 DEMAND FACTOR - 0.00 DEMAND LOAD KITCHEN EQUIPMENT: 0.00 KVA X 0.00 DEMAND FACTOR 0.00 DEMAND LOAD EUUIPI'l LOACS 4400 KVA x ! 125 DEMAND FACTOR 5500 DEMANDLOAD I LARGEST MOTOR, 21.30 KVA 0.25 DEMAND FACTOR 5.33 DEMAND LOAD SUBFEED 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD SUBFEED 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD SUF,FEEC KVA x tAG � DEMAND FACTOR 000 DEMANDLOAD "' .X. """ ' _ • - •__________________ ___ ___________=_== ----- -- ="__'==_"•"_"'•• LARGEST MOTOR' 0.00 KVA X 0.25 DEMAND FACTOR - 0.00 DEMAND LOAD LARGEST MOTOR. 0.00 KVA X 0.25 DEMAND FACTOR = 0.00 DEMAND LOAD LARGE STA4OTOR I KVA I X 0.25 DEMAND FACTOR 000 I DEMAND LOAD . --- ------------------- .................... ............................................... = = = ============= ======= ===== =================== === =============== ==================== TOTAL 19910 KVA 190 1C X 1000; 4POV r 1 732 • 239 49 AMPS REVISIONS BY O U �i y \ -a U m ." N 00 $$�4 �j V .J L1, � Q ,b ic� v 1v 'a U �z I - NLn =Ew8 N - OL. m .0 0 U • � t_. Q E ;O Q M � o 3 .Y i N 7: 3 r-- 3 o z x cz .8 � It [- C> N \ vLn M r 00 ti ti N lv 61 O 1 a. 0. ■ - F NO �r 0 J3 a 0 w c� o m z w 0.1 a. r�a1 A a vy fri O O O � ca 4 0 ,, ERa,o'O o 9 $ o 00 0 U � I M �UaW.oW. mm PP-6 n P a M f o .4a fi d 9 Iq W I 1 N Q N r1 00 q N 0 r4 W zen a o �a-8 wa >° a ' >_ 4) 0 •� s �-�" U B'� .dam w -- a� W �I W c7 p., 00 oo0U'-: 44 2vU W FC7 U_ Z J N 'et 'O U M N L_ C :3 M o 'J - cn x Q v w C-) m L)O N 0 L_ E: a Liv m = a) L0 U) M s a Q ao ,� 0-M a 0- 0:I 4) N O LA - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet Ego Of 23 Sheets f a ... ............ LOAD - ................. CODE ..... .............................................................................................. KVA WIRE B RKR A C B BRKR WIRE KVA CODE LOAD # PANEL: ••••••• ••- 'CRLA' SECT.2 43 RECFTS 123 R ......................................................................................................... 0.36 12 20 A 20 12 0.54 R RECPTS.123 44 VOLTAGE: 120/208V,3P,4W ---------------------- 45 RECIiS.123 ----- R ------ 0.18 ------ 12 ----- 20 - - ------ ---- B 20 12 _____ 0.72 ---- R ----------- RECPTS.123 - 46 MANUFACTURE: CUTLER -HAMMER ---------------------- 47 P.ECPTS,123 ---- R ------- 0.18 ------ 12 ------ 20 - - ----- ---- C 20 12 ------ 0.72 ---- R --------- RECPTS.123 -- 48 TYPE: PRL1A --------------------- 49 CF.ASH CARTS 123 ---- E ----- 0 36 ------ 12 ------- 20 - - ------ ------ A 20 12 ------- 0 18 ----- R ---------------- RECPTS.115 -- 50 MAIN AMPS: 225 AMP ------- ------------- - - - ----- ---^- ------ - - ------ ------- ------- ----- ----------------- --- MLO OR MCB: MLO 51 RECPTS.123 R 0.18 12 20 B 20 12 0.36 R RECPT5.134,37 52 ----- ------ ----- ------ - - ------------- ------ ---- -------------- -- AIC RATING: 10, 000 3 F.ECPT/tJCF 133 R 0,68 12 .0 C 20 12 0 36 R RECPTS.138 54 ---------- ---------- ----- ------ ----- ------ - --------------- ------- ---- ------ ------ --- -- MOUNTING: SURFACE 55 REFRIG.122 E 1.00 12 20 A 20 12 0 54 R RECPT5.140,41,42 56 -- --- ------------------ ----- ------- ------ ------ - -------- ---- ----- ---- --------------- -- LOCATION: ELECT.RM. 115 57 RECPTS 120,22 R 0.54 12 20 B 20 12 0 50 E NCCP 122 58 ---------------------- - ---- ------- ------ ------- - - ----- _--- ----- ---- ----------- -- FEED: BOTTOM 59 RECPT/UCF 123 E 0.68 12 20 C 20 12 0.36 R RECPTS.147 60 CU OR AL WIRE: CU ----- ---------- - - ------------- ------- ----- ----------------- -- FEEDER: 225 AMP 61 RECPTS 189 R 0,36 12 20 A 20 12 0 50 E P/A AMPLIFIER 151 62 SEE RISER DIAGRAM ----------- _--------- ----- ------ ------ ----- - -------- ---- ----- ---- ----------- -- FOR WIRE &CONDUIT 63 RECPTS.1139 R 0.18 12 20 B 20 12 0 36 R RECPTS.123 64 SIZES REQUIRED '--- 65 -- --" - - RECPTS.189 - R 0.18 --- -- 12 --- 20 - -------- ---- C 20 12 ----- 0.18 ---- R ----------- RECPTS.123 -- 66 -- 67 --------------- RECPTS.1L39 ---- R ----- 0.36 ---- 12 ---- 20 - - ---- ---- A 20 12 ----- 0.18 ----- R --------------- RECPTS.123 -- 68 NOTES: ------------------- 69 RECFTS.189 ---- R _____ 0 18 ---- 12 ------ 20 - - ----- ---- B 20 12 ----- 0.36 ---- R ------------ RECPTS.189 -_ 70 THIS PANEL IS --- ---------------- ----- ------ ----- ----- - - ----- ---- ------ ---- ---------- CONNECTED TO 71 RECPTS.199 R 0.18 12 20 C 20 12 0.18 R RECPTS.189 72 THE CRITICAL -------------------- - ----- ------- ------------- - -------- - - - - ------ ----- ------------------ -- BRANCH 73 P.ECFTS.175 R 0.36 12 20 A 20 12 0,18 R RECPTS.189 74 --- ------------------- ----- ------ ------ ------ - - ----- _--- _____ ----- -------------- - PROVIDE FEID- 75 RECPT5.175 R 0.18 12 20 S 20 12 0,36 R RECPT5.189 76 THRU LUGS FOR ----------- ---------- ----- ------- ------ ------- - - ---- _--- - ----- ----- ---------------- -- SECTION 3 77 RECPT5.175 R 0.18 12 20 C 20 12 0.18 R RECPTS 189 78 --- 79 ---------------- RECPTS.189 ---- R ----- 0.64 ----- 12 ----- 2'17 - - ------------- A 20 12 ------ 0 18 ---- R ------------- RECPTS.189 -- 80 -------- 81 ---------- RECPTS.189 ---- R ------ 0.36 ------ 12 ------- 20 - -------- ---- B 20 12 _____ O.SO ---- E ------------ CRASH CARTS 189 -_ 82 --- 83 -------------- RECPTS.1?5 ----- R ----- 0.36 ------ 12 ----- 20 - - ------ ----- C 20 ----- ---- I ----------- SPARE--•.....-•.•.• -- 84 T?TAI. KVA CONNECTED 5,64 BUS A ==---- 4.96 BUS B = .. ...... 4.42 ....•.. BUSC- TOTAL 1502 . KVA --- - --- -------= LIGHTING: ----- ------= 0, no KVA X -_----= 1.25 " DEMAND FACTOR = - = 0.00 =______..�=== = DEMAND LOAD PANEL CALCULATION RECEPTACLE;: 10.00 KVA X 1.00 DEMAND FACTOR = 10 00 DEMAND LOAD 14.28 RECEPTACLES 1 48 KVA X 0.50 DEMAND FACTOR = 0.74 DEMAND LOAD TIMES 5000 HVAC: 0.00 KVA X 1.00 DEMAND FACTOR • 0,00 DEMAND LOAD DIVIDED HY 1.732 AMPS EQUIPIENT 3.S4 KVA X 1.00 DEMAND FACTOR • 3,54 DEMAND LOAD DIVIDED BY 208 39.64 KITCHEN EQUIPMENT: 0,00 KVA X O.Od DEMAND FACTOR - 0 00 DEMAND LOAD -1 :oIBFEED O.Oo KVA X 1.00 DEMAND FA 0 CT R 0 00 DEMAND LOAD - ... LARGEST =M ................... ......................FACTOR.._... ==0a00- ...._ DEMAND LOAD ... ....... _,...... .................... .... # ................... LOAD ..... CODE ....... KVA ...... WIRE ....... BRKR ......... ... .... A B C BRKR WIRE ... =__- KVA -_-_= CODE ....._----_•_------ LOAD ---- # ===------------ PANEL: ==================== 'CRLA' SECT. 3 85 ............... ISOLATION POWER S S.00 ..* -_ ..._=-- 2P _ = _ _-__----_---= A 20 12 ---=_-- 1.50 ----- E -------_-__-------_ EXAM LIGHT 175 --_• 86 --=---- .... = ... VOLTAGE: .................... 120/208V,3P,4W ---- 87 PANEL 'IP1' --- S ---- 5.00 ---- • 60 - - --- ---- B 20 12 ----- 0.34 ---- L ------------ LTG.175 --- 88 MANUFACTURE: CUTLER -HAMMER 89 _- ISOLATION POWER --_ S _--- 5,00 --_ • ---_ 2P _ _ ---_ _____ C 20 12 _______ 0.93 --- L ----------- LTG.189 --- 90 TYPE: PRL1A --- 91 PANEL 'IP2' --- S ---- 5.00 ---- + 60 - - ---- -- A 20 12 ----- 0.19 --- L ---------- LTG.189 --- 92 MAIN AMPS: 225 AMP ----------- --- ---- --- ---- - - ---- --- -- --- --------- --- MLO OR MCB: MLO 93 ISOLATION POWER S 5.00 ■ 2P B 20 I SPARE 94 - - - --- ---- ---- - - --- - -_ -_ __-_---- - -96 AIC RATING: 10, 000 95 PANEL 'IP3' S 5.00 * 60 C 20 I SPARE --------------- ---- ---- ---- - - ---- ---- ----- ---- -------------- --- MOUNTING: SURFACE 97 ICE MAKER 123 E 1.60 12 20 A 20 I SPARE 98 _-------- _--- _--_ ---_ _ _ _____ _--- ______ -___ ------------- _-_ LOCATION: ELECT.RM. 115 99 ICE MAKER 187 E 1.60 12 20 B 20 I SPARE 100 ------------ -- ---- ---- ------- - - ---- ----- ----- --- ---------- -- FEED: BOTTOM 101 OXY.FARM LIGHTS L 0.11 12 20 C 20 I SPARE 102 CU OR AL WIRE: CU - - - ---------- --- --- ----- - - ---- --- ----- -- ----- - FEEDER: 225 AMP 103 SPACE I A I SPACE 104 SEE RISER DIAGRAM ------____ -- ---- ---- --- - - ---- ---- ----- --- ----------- --- FOR WIRE &CONDUIT 105 SPACE I B I SPACE 106 SIZES REQUIRED ------------------- 107 SPACE --- I ____ ---- ------ - - ----- ---- C ------ ---- I -------------- SPACE ---- 108 --- 109 -------------- SPACE --- I ---- ----- ---- - - ---- ---- A ----- -- I ---------- SPACE --- 110 NOTES: _------------ 111 SPACE --_ I _--- ----- ---- - - ----- ----- B ------ -- I -------- SPACE --- 112 THIS PANEL IS --- ----------- --- ---- ---- ---- - - ---- --- ---- -- --------- --- CONNECTED TO 113 SPACE I C I SPACE 114 THE CRITICAL ------- -- ---- -------- - --- ---- --- - ------- BRANCH 115 SPACE I A I SPACE 116 --- ----------- --- ---- ---- ---- - - ---- ---- ------ ----- --------------- --- ■ REFER TO POWER 117 SPACE I B I SPACE 118 RISER DIAGRAM FOR ------------- --- ---- ---- ---- - - ---- _--- ------ --- ----------- FEEDER REQMNTS . 119 SPACE I C I SPACE 120 --- 121 ----------- SPACE --- I ---- ---- ---- - - ---- --- A ---- --- I --------- SPACE -- 122 123 ---- SPACE -- I ---- _--- ---_ B ___ -- I '--------- SPACE 124 - SPACE I --- _ --___ - C - - - I -- ----125 SPACE 126 .... ..... ....... ....•__ TOTAL KVA CONNECTED _--_• =_----_ 13.19 =_---- BUS A -----_- 11.84 = = = -____-------= BUS B 11.04 ----==- BUS C TOTAL -_----__----------- 36.07 --__ KVA ---- ------------------= LIGHTING: ----- ------= 1.57 ------ KVA X === .... 1.25 ......... ..... __ DEMAND FACTOR = =___•__ 1.96 _.... __________--....... DEMAND LOAD .... PANEL CALCULATION RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD 36.46 RECEPTACLES: 0.00 KVA X 0.50 DEMAND FACTOR = 0.00 DEMAND LOAD TIMES 1000 HVAC: 0.00 KVA X 1.00 DEMAND FACTOR = 0.00 DEMAND LOAD DIVIDED BY 1.732 AMPS EQUIPMENT: 4.50 KVA X 1.00 DEMAND FACTOR = 4.50 DEMAND LOAD DIVIDED BY 208 101.21 KITCHEN EQUIPMENT: 0.00 KVA X 0.00 DEMAND FACTOR = 0.00 DEMAND LOAD SUBFEED 30.00 KVA X 1.00 DEMAND FACTOR 30.00 DEMAND LOAD LARGEST MOTOR: 0 00 KVA X 0.25 DEMAND FACTOR 0.00 DEMAND LOAD # ..........................= LOAD CODE ................. KVA WIRE BRKR . . .======---=-- A B C BRKR WIRE --___-- KVA _---- CODE ----__---_........ LOAD ... # ... ............... PANEL: ...... .................... 'LSHA' ......................................... # LOAD CODE KVA WIRE BRKR A B C BRKR WIRE . = _-__-- KVA ........... CODE ....==_............... LOAD # === .. PANEL: ___--_----__--- .. ----_, 'LSLA' __------............ 1 PARKING LOT LTG. L =------ 1,82 ------ 8 ------- 2P = = = ___--= A .............. 3P • 15.00 =.... S ................... SUSFEED 2 _........ VOLTAGE: 277/48OV,3P,4W 1 LTG.EXTERIOR L 0.19 10 20 ---__-- A 20 12 -_----= 0.70 ----- L -_-__-------_--_--- LTG. EXITS / 146 2 VOLTAGE: 120/208V,3P,4W -- 3 --- L ---- 1.82 ---- 8 20 - - - B ---- • ----- 15.00 ---- S TRANSFORMER -- 4 MANUFACTURE: CUTLER -HAMMER --- - 3 LTG.CTL.'LCPLS' E 0.25 --- 12 ---- 20 - ---- --- B 20 12 --- 0,60 L LTG.EXITS / 110,17, 4 MANUFACTURE: CUTLER -HAMMER ------------ 5 PARKING LOT LTG. --- L ----- 1.14 ---- 8 ---- 2P - - - C ---- 70 « ----- 15.00 ---- S TLS1' -- 6 TYPE: PR12A --------------- 5 LTG.GEN,YARD --- L _--- 0.12 ---- 10 ---- 20 - - ----- ---- C 20 12 ---- 0.53 --- L ---------- LTG.EXITS / 102,03 -- 6 TYPE: PRL1A -- --- ----- ---- - - ---- --- -- ---- I -------- SPACE -- A MAIN AMPS: 150 amp --_--------- 7 AUTO.DOORS --- E ------ 1.50 ---- 12 ---- 20 - - ----- ---- A 20 12 ----- 0.10 --- L -------------- LTG.ESS.EQ.RM. -- 8 MAIN AMPS: 100 AMP ---------- ---�.� --- ---- ------ ----- -------------- -- MLO OR MCB: MLO ---------- --- --- --- ---- - - ---- ---- ---- --- -------------- -- MLO OR MCB: MLO 9 LIGHTS-154, 171 L �2� I--- SPACE 10 9 AUTO.DOORS E 1.50 12 20 B 20 10 0.75 L LTG.EXT.DWNLTS 10 - - ----- ----- ---- - ------- AIC RATING: 14, 000 --------______--___ _-__ ______ _--_ ---_ _- _ _ ---_ ---_ --_ ----------- -- AIC RATING: 10,000 11 CE I C I SPACE 12 C 20 12 0,10 E MED.GAS MANIFOLD 12 --------------- --- _____ --- --- - - --- ---- ----- ---- --------------- -- MOUNTING: SURFACE ----------- --- - ---- --- - - ------------ ----- ----- ----------------- -- MOUNTING', SURFACE 13 SPACE I A I SPACE 14 13 SMOKE/FIRE DMPRS C E 0.20 12 20 A 20 12 0.50 E FACP • 14 ---- -- ---- ---- _--- - - ----- ---- ----- ---- -- - - LOCATION- EMERG . ELECT . RM .14 2 ------------- --- ---- ---- --- - - ----- ---- ---- --- ---------- -- LOCATION : ELECT . RM .115 15 SPACE I B I SPACE 16 B 20 12 0.50 E GEN. BATT. CHRGR. 16 ------------ --- ----- ---- ----- - - ---- _--- ------- ---- ------------- -- FEED: TOP ----------- --- ---- ---- ---- - - ----- ---- ----- --- -------------- -- FEED: BOTTOM 17 SPACE I C I SPACE 18 CU OR AL WIRE: CU 17 LTG.177,89 L 0.84 12 20 C 20 12 0.25 E GEN. BATT.HEATER 18 CU ORAL WIRE: CU -- ---------- --- ----- -------- - - ---- ---- ----- ---- ----------- -- FEEDER: 150 amp -- -------------- ---- ----- ---------- - - ----- ----- ------ --- ---------- -- FEEDER: 100 AMP 19 SPACE I A I SPACE 20 SEE RISER DIAGRAM 19 MG MSTR ALM.PNL E 0.15 12 20 A 20 12 1.50 E GEN. JKT. WTR. HTR, 20 SEE RISER DIAGRAM -_---------- -- ----- --- ---- - - ---- _____ ----- ---- --------- - FOR WIRE &CONDUIT ---------- -- ---- ---- ----- - - ------ ------ ----- ---- ------------- -- FOR WIRE &CONDUIT 21 SPACE I B I SPACE 22 SIZES REQUIRED 21 MG AREA ALM.PNL. E 0.15 12 20 B 0. 2 SIZES REQUIRED ----------- 23 SPACE --- I ------ ---- --- - - ---- C ---- ----- ---- I -------- SPACE -- 24 ---------- 23 EXISTG.AREA A.PNL. --- E ---- 0.15 ---- 12 --- 20 - - ---- 20 -- 12 --- 0.10 --- E ---------- SMOKE/FIRE DMPRS. -- 24 1 25 ___ NOT USED ___ I _____ ____ ___ - - - A ____ _____ ____ I ---------- NOT USED - 26 NOTES: ------------ 25 AREA ALM.PNL.2 ___ E ___ 0.15 ___ 12 ____ 20 - - ---- ---- A --- --- I ---------- A -- 2 NOTES: -_--------- 27 NOT USED --- I ---- --- - - - ----- B ----- ------- ---- I ---------- NOT USED -- 28 THIS PANEL IS -------------- 27 SPACE --- I _--- _--_ ---- - - ------- ______ B ----- ---_ I -_---- ____ --- SPACE --- 28 THIS PANEL IS -_ ---------- _-- _--- __-- _ _ _ --_- _--- _____ __-_ ----------- -_ CONNECTED TO -_----------- _-- _--- _--_ ---_ _ _ _____ ---_ ---_ --- ---------- _- CONNECTED TO 29 NOT USED I C I NOT USED 30 THE LIFE SAFETY 29 SPACE I C I SPACE 30 THE LIFE SAFETY ------------ - - ----- -------- - - ----- ---- _____ --_ ---- - BRANCH ------------ --- ---- -------- - - _____ ---_ ---- --- ---------- -- BRANCH 31 NOT USED I A I_-_ NOT USED 32 SPACE I-- A I SPACE 32 ----- - --_ - ---- --- - - --_- ---- ---- _ * REFER TO POWER ----------- ---- - _--- _--_ ---_ - -----__--_ ---_ -_ ------- 1. PAINT HANDLE RID, 33 NOT USED I B I NOT USED 34 RISER DIAGRAM 33 SPACE I B I SPACE 34 PROVIDE LOCK ON ----------- -- ----- ----- ---- - - ---- ---- ----- ---- ------------- --- FOR FEEDER -------- --- _--- ---- ---- - - ----- ---- ---- --- ----------- -- DEVICE 35 NOT USED I C I NOT USED 36 REQUIREMENTS 35 SPACE I C I SPACE 36 --- --------- --- ----- --- ---- - - ---- ---- ----- --- ---- SPACE -- ----- - -- --- - ---- - - ----- ---- ---- --- ---------- -- 37 NOT USED I A I--- NOT USED--- 38 37 SPACE I A I SPACE 38 39 ---- NOT USED -- I- ---- ---- _---- - - ---- H _--- _---_ I--- NOT USED 40 ---------- 39 SPACE -- I --- ---- - - ------ ---_ B ---- - -__ I ------- SPACE 40 41 ........................... ---- NOT USED - I ----- --- --- - - --- C --- --__ I ----- NOT USED 42 -- 41 SPACE ... ................... -- I _--- ....... - ...... C --_ -- I ------- SPACE 42 TOTAL KVA CONNECTED === ==============.... = ......= 17.96 ------ BUS A --=---- 17.12 = = = ------ BUS B ------= 16.14 ------- BUS C TOTAL ------------------- 51.22 --- KVA TOTAL KVA CONNECTED === ========--========= ..... ===== 4.99 ======= BUS A ====== .-__.........___ SA 5 ======= ......= BUS B = = = ==== 2 2 7 = ==..... BUS C ======= TOT AL ===== _••__•• _ __ •___ 12.61 _-----------_----__ ... KV A === LIGHTING: .................. 6.22 KVA X ....•_- 1.25 = = = ====== DEMAND ======= FACTOR ======= 7.78 -__...__ ..... =.......... DEMAND LOAD ... PANEL CALCULATION LIGHTING: 3.83 KVA X 1.25 --==== DEMAND FACTOR . 4.79 DEMAND LOAD PANEL CALCULATION RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD 52.78 RECEPTACLES: 0.18 KVA X 1.00 DEMAND FACTOR = 0.18 DEMAND LOAD 13.57 RECEPTACLES: 0.00 KVA X 0.60 DEMAND FACTOR = 0.00 DEMAND LOAD TIMES 1000 RECEPTACLES: 0.00 KVA X 0.50 DEMAND FACTOR 0.00 DEMAND LOAD TIMES 1000 HVAC: 0.00 KVA X 1.00 DEMAND FACTOR = 0.00 DEMAND LOAD DIVIDED BY 1.732 AMPS HVAC: 0.00 KVA X 1.00 DEMAND FACTOR = 0.00 DEMAND LOAD DIVIDED BY 1.732 AMPS EQUIPMENT: 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD DIVIDED BY 480 63.48 EQUIPMENT: 8.60 KVA X 1.00 DEMAND FACTOR - 8.60 DEMAND LOAD DIVIDED BY 208 37.66 KITCHEN EQUIPMENT: 0.00 KVA X 0.00 DEMAND FACTOR = 0.00 DEMAND LOAD KITCHEN EQUIPMENT: 0.00 KVA X 0.00 DEMAND FACTOR 0.00 DEMAND LOAD SUBFEED 45.00 KVA X 1.00 DEMAND FACTOR 45.00 DEMAND LOAD SUBFEED 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD LARGEST MOTOR. 0.00 KVA X 0.25 DEMAND FACTOR 0.00 LARGEST MOTOR 0 25 DEMAND FACTOR 0.00 DEMAND LOAD === _=====_"===_______ =____ ______= ...... ......... . ............. ....... ..... .=....... _..... _... _................. ......... ,., ....= # LOAD CODE KVA WIRE HRKR A B C BRK.R WIRE KVA CODE LOAD # PANEL: 'COMPAC" ISOLATION PANEL -NORMAL SECTION ISOLATION PANEL -NORMAL SECTION! ISOLATION PANEL -NORMAL SECTION __ l __ _- - -: _ ::. :. _,. """ "•"•' ' .. '•"'_ '_'_"• ____`_ __... `_______________"_ _`.....____.__,_.- ____-_-"`-==__,, NEW RTU-SA H- 5.41_ 8 3P A 3P 8 5 41 H NEW RTU-5H 2 VOLTAGE: 277/480V, 3P, 4W SERVICE CALCULATION -NEC ARTICLE 220 GENERATOR CALCULATION CESIGNATION IP1 1NCRMAL BRANCH SECTION) I'I DESIGNATION: IP2 (NORMAL BRANCH SECTION) DESIGNATION: '!IP3 !(NORMIALBRANCH SECTION) - _._ - _ -- -. __ -1- _ _-_- _ _ _ _____ ______ _-__ -_ - MAIN'. 30A. h1C8 MH1N: 30A NICE ,, MAIN, '30A NrB 3 H 5.41 8 0 8 5.41 H 4 MANUFACTURE: CUTLER -HAMMER ANUFA^TURER SOTRQL•EENDER seREs PPDS MANUFACTURER: 'ISOTROL-BENDER SERIES IIPPDS --- MANUFACTURER ISOTROL-BENDER SERIES PPDS ___ _-__ ______ ____- 5 H 5.41 8 35 C 35 8 5 41 H 6 TYPE: PRL2A TAGE �208V I INPUTV-.. - "-------"---"----- --"- ----" ___- _-__ _ _ _-__- -__-_ _-_-__ _-__ _-__-___-__-_-_ -_ OUTPUTVOLTAGE 120V OUTPUTOVLOLT4GE 12OV. OU UTOVOLTAGE 120V LOAD DESCRIPTION LOAD DEMAND FACTOR LOAD DESCRIPTION LOAD DEMAND FACTOR 7 NEW P,TU-SC H 6,41 8 3P A 20 I SPARE 8 MAIN AMPS: 100 AMP KVA RATING RAIING - KVA RATING :50 - -. --- ---- ------ ----- - - ----- ----- ------ ------------------- -- MLO OR MCB: MCB PHASE SINGLE PHA SD GLE PHASE SINGLE ' 9 H 9.41 8 B 20 I SPARE 10 - AIC RATING: LIGHTING 37.36 KVA X 1.25 = 46.70 KVA LIGHTING 17.04 KVA X 1.25 = 21.30 KVA CIRCUIT CIRCUITCOADDESCRIPTION L TRn POLES VOLTAGE KVA CIRCUIT LOAD DESCRIPTION TRIP POLES 'VOLTAGE KVA CIRCUIT LOAD DESCRIPTION TRIP POLES VOLTAGE KVA 11 H 5.41 8 35 c zo I SPARE 12 _-- _-__ _-____ _____ ______ - - _____ ----- ------ ------------------- -- MOUNTING: SURFACE NO NO N O 1 RECEPTACLES ;� 1 1i0 0.3E 1 PT RECEPTACLES � 1 1 a7 0,?.0 1 RECEPTACLES 20 1 120 036 13 SPACE I A 20 I SPARE 14 - RECEPTACLES 10.00 KVA X 1.00 - 10.00 KVA = RECEPTACLES 10.00 KVA X 1 00 1 0. 00 KVA -------- -------- ---- ------ ----- ------ - - ----- ----- ------ ------------------- -- LOCATION: GENERATOR YARD .1 ............... r. 1. SPACE I B 20 I SPARE 16� RECEPTACLES 2D 1 1 � 1 Ole20 RECEPTACLES 1 120 0 18 2 R RECEPTACLES 20 1 1 OAS 0 a FEED: BOTTOM 17 SPACE I C I SPACE 18 CU OR AL WIRE: CU 3 RECEPTACLES 20 1 120 0,3E 3 RECEPTACLES 20 1 120 0.3E 3 RECEPTACLES 20 1 12D 0.3E RECEPTACLES 46.66 KVA X 0.50 = 23.33 KVA RECEPTACLES 9.22 KVA X 0.50 = 4.61 KVA 8 ECE CLES RECEPTACLES 7..,' 1 1� 018 4 RECEPTACLES 1 1 ?0 Oi6 41 RECEPTACLES 1 zo 1 o. a ___ ----------------- _-__ ______ ----------- _ _ _____ _____ ______ -__ --------------- -_ FEEDER. 100 AMP20 19 _FACE I A I SPACE 20 SEE RISER DIAGRAM ---- ---- ------ ----- ------ - - ----- ----- ------ ------------------- -- -------------- FOR WIRE &CONDUIT 5 RECEPTACLES 20 1 120 0.18 5 RECEPTACLES 20 1 120 0.18 5 RECEPTACLES 20 1 120 0.15 = = HVAC 515.41 KVA X 1.00 515.41 KVA HVAC 91.29 KVA X 1.00 91.29 KVA a SOOMMOTOR 20 1 120 0.50 el BOOMMOTOR 20 1 120 0.50 E BOOM(MOTOR 20 1 120 0,50 21 PACE I B I SPACE 22 SIZES REQUIRED ------------------ ---- ------ ----- ------ - - --- 23 SPACE I C I SPACE 24 ..........................................................1111.111.1.......................................................... CABINET LIGHTS 20 1 1M 018 7 CASHETLIGHTS 20 1 120 0,18 7 CABINETLIGHTS 20 1 120 Ole ------------------ ---- ------ ----- ------ - - ----- ----- ------ ------------------- -- ...........:....................................................................................................................................................................................................... ............................................................................................................................_......................................................................._........................... _............................................................................................................................................................................................................................... EQUIPMENT PMENT 319.87 KVA X 1.00 = 319.87 KVA Q EQUIPMENT 137.54 KVA X 1.00 = 137.54 KVA 25 SPACE I A I SPACE 26 NOTES. 8 LRT PANE LDISPLRY I2 m 12n 0:50 8 FLAT PANELDISPLAY{2) 20 20 0.50 8 FUT PANEL DISPLAY 20 120 0,50 ------------------ ---- ------ ----- ------ - - ----- ----- ------ ------------------- -- PANEL SHALL HE 9 SWITCHPOINT 20 1 120 026 9 SWITCHPCINT 20 2D 021 9 SWITCHPCINT 29 1 120 0.25 27 SPACE I H I SPACE 2e RATED NEMA 3R ................................................._. ........I... EXISTING LOADS 131.20 KVA X 1.25 = 164.00 KVA EXISTING - TI NG LOADS 87.20 KVA X 1.25 = 109.00 KVA ___ __.-___._----------- _-__ _----.-. _____ ______ - - _____ _____ ------ --__ --------------- -_ 10 SPARE 20 1 120 t0 SPARE 20 1 120 10 SPARE 20 1 120 29 SPACE I C I SPACE 30 ____----_--___-.__-_-_ 11 SPARE 20 1 120 11 SPARE 20 i 131 11 SPARE 20 1 120 _-__ ______ ----------- - - _____ _____ ______ _-__--------------- -_ 31 SPACE I A I SPACE 32 . ............................... 12 . _................................. ......-................. ....._................... SPARE ... .-..................... ..............,..... 20 1 ..... ..... -................ 120 ......... .- ................ _......__.........._._. 12 ........ .. .... SPARE 20 1 120 12 SPARE 20 1 120 LARGEST MOTOR 44.97 KVA X 0.25 = 11.24 KVA LARGEST MOTOR 21.30 KVA X 0.25 = 5.33 KVA ------------------ ---- ------ ----- ------ - - ----- ----- ------ ------------------- -- 33 SPACE I B I SPACE 34 13 ............ .......... ....... ....... SPARE ................ _............ ........ ....... ..... .-................................ ... 20 ... I ........................ t ... ,... ...................................... 120 13 SPARE 20 1 120 13 SPARE 20 1 120 ___ _-__ ______ _____ ______ _ _ _____ _____ ______ _-__--------------- -_ 14 SPARE 20 1 120 14 SPARE 20 1 120 14 SPARE 20 I 120 TOTAL 1090.55 KVA TOTAL 379.07 KVA 35 SPACE I C _ I SPACE 36 ............................................................- _.._-............................................................................................................................. ....................................................._................ ............... ............................... ................... ............... ... ..................... ...................................... ___ --------------- _-__ ______ _____ ______ _ _ _________________-__----------------_ 15 SPARE 20 1 120 15 SPARE 20 1 120 15 SPARE 20 1 1x 37 SPACE I S ACE 38 ------------------ ---- ------ ----- ---- - - ----- ----- ------ ---- ------------- ,e SPARE 20 , 120 18 SPARE 20 1 t?0 16 .........._............................................... SPARE _,.._..................................................1-2........................... 20 t 131 _......... _ _. 1090.55 X 1000 / 480 / 1.732 = 1311.77 AMPS 379.07 X 1000 / 480 / 1.732 = 455.96 AMPS NOTES 259 NOTES, i zE9 NOTES: 2E9 39 SPACE I H I SPACE 40 ___ _ -_ _ ._.-__--__ _-__ _-___- _____ ______ _ _ _____ _____ REFER rosFECPICATONSFORAccITONALREQUIREMENTs 1 REFER TOSPE F1CATroNSFORADDITIOMALREQUIRE6AE IVTS _.. I_ NTS SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 1 REFER 70S PECFICATO 41 SPACE I C I SPACE 42 ...................................................................... ...................... A 1600 AMP, 277/480V, 3 PHASE, 4 WIRE SERVICE HAS BEEN PROVIDED A 400 KW / 500 KVA DIESEL EMERGENCY GENERATOR HAS BEEN PROVIDED TOTAL KVA -OIIIIE:CTED 16 23 BUS A 16.23 BUS B 16 23 BUS C TOTAL 48.69 KVA .......... ................ ....... ...... ....... = = ====... ....... -........ i I I ....... ..... ..=_.-- ... . LIGHTING 0,00 KVA X 1.25 DEMAND FACTOR 0.00DEMAND LOAD PANEL CALCULATION I RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOR = 0 00 DEMAND LOAD 48.69 - I -- RECEPTACLES: 0, 00 KVA X 0.50 DEMANA FACNR = 0 00 DEMAND LOAD TIMES 1000 I I I HVAC: 48,69 KVA X 1.00 DEMAND FACTOR = 48 69 DEMAND LOAD DIVIDED HY 1.732 AMPS i ISOLATION PALL -CRITICAL SECTION ISOLATION PANEL -CRITICAL SECTION ISOLATION PANEL-CRTICAL SECTION EQUIPMENT: 0. 00 KVA X 1 .00 DEMAND FACTOR = 0.00 DEMAND LOAD DIVIDED BY 480 S8.57 KITCHEN EQUIPMENT 0.00 KVA X 0.00 DEMAND FACTOR = 0.00 DEMAND LOAD SUBFEED 0.00 KVA X 1,00 DEMAND FACTOR 0 00 DEMAND LOAD LAP E T tb I0R KVA X 0.25 DEMAND FACTOR 00= DEMAND LOAD DESIGNATION IP1 ICRITICAL BRANCH SECTION) DESIGMAT1014 IP2 CRITICAL BRANCH SECTION) - DESIGNATIONIP3 LCRITICALERRNCH SECTI7N) -- '•0.00 ... .......- ........... ..... ... ....... . . . ...... ....... _____ .....,,..______... = ... ............... .................... •.0 MAIN. COA. MICE I MAIN. IOOA MCB. MA)N -.. Oak MICE -- MANUFACTURER ISO ,- TROLBENOER SERFS PPDS TROL-FENDER SERIES (PPDS TVROL-BENDER SERIES PPDS Generator System Requirements* 04PUT VOLTAGE 208 - IMPU VOLTAGE. _ IWIPUTVOLAGE 208 - /� �/� CALCULATION GENERATOR FUEL CALCULATION OUTPUT VOLTAGE 120V OUTPUTVCLTAGE 120V. GUTPUTVCLTAGE 120V KVA RAZING 10.0 �', _ _ _ KVA RATING _ �.10.0 - - KVA P.ATI)4G-- 'I100 Kohler Generator Set Model----------------- 400RE0Z DD ' PHASE SINGLE PHASE i 'SINGLE _- -. -- PHASE SINGLE - - Alternator Model--------------------------- 5M4027 GENERATOR CONSUMES 32 GPH AT FULL LOAD. CIRCUIT LOAD DESCRIPTION TRIP POLES VOLTAGE KVA CIRCUIT - LOAD DESCRIPTION TRIP POLES VOLTAGE KVA CIRCUIT LOAD DESCRIPTION TRIP POLES VOLTAGE KVA ---- KW @ 130C Rise------------------------- 360 32 GPH X 10.64 HOURS = 340.48 GALLON FUEL TANK NO NO Ito KVA @ 0.8 PF------------------------------- 500 REQUIRED. PROVIDE A 500 GALLON FUEL TANK 1 RECEPTACLES Zfl i 1 20 0341 7 '120 RECEPTACLES ACLES 20 1 0.3E ................ 1 RECEPTACLES ...,.................................., 2D ..................... ......... 1 ............ ....... 1 20 ... ........ ................. 0 30 - ...._....................... Voltage------------------------------------ 2 /480 2 RECEPTACLES 20 1 1 m 0 3E 2 RECEPTACLES 2] 1 120 0.3E 220 RECEPTACLES 1 120 0.38 WITH LOW LEVEL ALARM AT THE 8 HOUR LEVEL. .............................'. .................. ..0-,.8......... .............3....,....... ........ ..... ..... .... ......RECEPTACLES .... ...................... ......... ....................._'..__.........._t __..... .... _..._018......... MOtOr starting KVA @ 203 maximum 3 RECEPTACLES X 1 120 0.18 3 RECEPTACLES 20 20 20 32 GPH X 8 HOURS = 256 GALLON LOW LEVEL _. ...... ............. .........._........_.......................................................................................................................................................................... _.......... .... ... .......... ...... ....... ... ........................................................ ................... ................ _........... ..... ............. ..................... ..................................... nS t e g p 4 RECEPTACLES 20 1 120 0,3E 4 RECEPTACLES X 1 120 0.3E 4 RECEPTACLES 20 1 1 0.3E ALARM. PROVIDE ADDITIONAL ALARM AT THE ..... ,..,.I...I............... ............................................................................... ........ .......... .................... .................. . ... _.........._............... ............... I.......... .................................................................................................................................................._.................................._.......................................... _.......... .................. ..................... ................... ........... .................. ............. ................ Controller Kohler Model-------------------- DEC-550 5 RECEPTACLES A i 1:1D 018 5 RECEPTACLES 37 1 12) 0.18 5 RECEPTACLES 20 1 120 0.18 3 HOUR LEVEL. .............._..............__...................... -..... .......................... .... .............................. ............... ................... .............. .............. ........ ..................... E1 RECEPTACLES 20 1X1 018 E RECEPTACLES 1 1� 0 18 E ECE CLES RECEPTACLES 20 1 1 XI 1 Ole 7 RECEPTACLES 20 1 12D 018 7 RECEPTACLES 20 1 1� Ole 7 RECEPTACLES 20 1 120 ...018 Engine BHP@ 1800 RPM------------------------ 635 CALCULATION BASED UPON "KOHLER" GENERATOR 8 "LIILLUMINATOR D 1 120 0.10 FILMR_UU RI8ATORl Frequency/speed regulation----------------- Isochronous .. ................................................................................................................................. ...... . .................................................................................... . . 8 30 1 120 0.10 8 FILM 20 1 12 0 010 9 SURGIC4LLIGHT 1 .. 120 150 . ............. .................... 9 ........................................................... _.. ........... . SURGICAL LIGHT .. 20 1 120 1.50 9 SURG-AL LIGHT 20 1 120 1.50 10 SURGICALLIGHT 20 1 1220 150 10 SURGICALLIGHT 20 1 120 1.50 10 SURGICALLIGHT 20 1 120 1 .59 .. .............................................................................................................................................. II . FLAT PANEL DISPLAY 20 1 .. . ............................... 120 0.50 11 FLAT PANEL DISPLAY ..........20 1 120 0.50 11 FLAT PANEL DISPLAY 20 1 120 0,50 Trip--------------------------------- NO ........................................................Shunt ...._.............. 12 ........ , ..........................................._ EQUIPT RECEPTACLES .................................T................F............................................._.................................................._............................'............ ,..,.. -,..,,.. ........ .,. .. .. 20 ,..,..............................._.............-.............. 1 . . . . - . 120 I . . 025 .................................. 12 ............................................................................................ EQUIPT RECEPTACLES ....................................... 20 1 ..................................................... 120 0.25 .................................. 12 _. ,............,..................................................................................................... EOUWT RECEPTACLES .., 20 .......................... 1 .............................................. 120 0.25 GFI indication----------------------------- YES ................,,.., t 3 EQUIP RECE TACLES W...........I 0..5 ................................................................................................................................................................................................................... 13 EQUIPT RECEPTACLES 20 10 ,....R ........ 0.._ ............................._................................................................................................................................................. 13 EQUIPT RECEPTACLES 20 1 -......................_......___...._.... 12 0.25 ....................................................................................................................................... 14 EQUIPT RECEPTACLES 29 ................. 1 ..........17J 120 025 14 EQUIPT RECEPTACLES 20 ..1........ 1 120 0,25 14 EQUIPT RECEPTACLES 20 1 120 0.2E UL-142 subbase fuel tank capacity ---gallons 500 15 LED LIGHT POWER BOX 1 120 025 15 LED LIGHTPOWER BOX M 1 120 0,25 15 LED LIGHT FOWERBCX 20 1 120 0,25 ................. .._........... 1E .......-........__,.................._.........................................................-...................-..---... SPARE 20 1 ......... ....... t20 1E SPARE 20 1 120 1E SPARE ­,­­'M­­ 0 1 120 UL-192 da tank ca acit allons NA Y P Y-------------g -___-- UL-142 main fuel tank capacity gallons NA C40 140TE5 iREF NOTES E.,o - NOTES 640 ER TO ^ aPECIFICATONS FOR ADDITIONAL REQUIREMIENTS. 1 REFER lO SPECIFICATIONS FOR ADDITIONAL REOUIP,EME MTS 1 1 REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NTS. -. - - - - -._ Subbase tank equipped with stairs---------- NO I - - I i Simplex Model SPM-2 Smart Pump to supply i- - - fuel to: ----------------generator fuel tank NR Engine exhaust silencer type -------------- Critical 150 mph wind rated *Equipment listed is manufactured by Kohler Company of Kohler, Wisconsin, for the purpose of establishing a minimum standard. Substitutions by Cummins/Onan or Caterpillar Tractor Company and all equipment furnished shall be equal in every respect to Kohler, including quality, specifications, operation, and function to be considered. The equipment spacing, electrical wiring, equipment mechanical, fuel and exhaust components, have all been sized and designed around the Kohler equipment. The contractor shall be responsible for any change in building work made necessary for the proper installation and operation of any equipment other than Kohler without additional cost to the owner. NR=Not Required REVISIONS BY AANCA COMMENTS WNE 03. 18. 11 5 O Vi v E C --? 2 A `=' L"i 00 Q n td °u 6w8 R A 2 M V C\I O U (.0 00. 1.. 'v Q • $1 < E Do Q M t` O = > N > t.- O x co -8 � L1. ti F ti U.)CV ti M ao ti ti N ti o Cl. 01Fr=4 0O O . O r" U 0 Or' O I W� V4 a a . I 0 0 �a 0 01 0 0 N 0 0 t-1.1 E�v�ioho o o � 3�00�t+f QQ H1 s d U W W ,V) 8 as r (` -00 0r✓ - 9. J u. I d E-4 04 W IT IT �4 91 oN 0. N 00 U x� O W z en M 0, O U . a `� W 1, C1 O a •C � a: A U o u > .2 . o ' I 1a -, o0 �`�gb.2 U W W 3� '0,2 0 X 0.0 N G� O O v0HE_�a U_ Z c N J 0 •y U Lo I- M C M v 0. X Q cn v W V N U O v M Q LLJc :2w L N m LO = (4M = 111-911- Q co '' 0 M -C 0- a 11. M N N 0 J l... Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E21 Of 23 Sheets 01 �_ N PROVIDE NEMA / TYPE ENCLOSURE FOR EACH CONTACTOR DISTRIBUTION PANEL SCHEDULE DESIGNATION "NH1' I�(EXISTING) ' i .MAIN. 1100 AMPS MLO VOLTAGE: 277! 480V., 3 PHASE. 4 WIRE 10,000I MANUFACTURER: SQUARE D({WE (AIC RATING:( CIRCUIT FRAME LOAD DESCRIPTION TRIP POLES TYPE FEEDER NOTES NO. SIZE 1 EDH 2-5.7 100 20 3 FA NO CHANGE 1 2 EDH 2-2-3,4 100 20 3 FA NO CHANGE 1 3 EWN 100 20 3 FA NO CHANGE 1 4 A/C #2 100 50 3 FA NO CHANGE 1 5 NL-1'VIA 15 KVA 7GMR 100 25 3 FA NO CHANGE 2 8 NOT USED 7 NOT USED 8 NOT USED 9 NOT USED 10 NOT USED 1 NOT USED 12 NOT USED 3 NOT USED 4 NOT USED 5 NOT USED 16 NOT USED 17 NOT USED 18 NOT USED NOTES: - -- 1 THIS LOAD IS EXISTING. NO CHANGE -- - _-- ---- -- _ - - - 2 THIS LOAD ISEXISTING AND WILL BE REDUCED THROUGH SCHEDULED DEMOLITION WORK TO ENDO SUITE LIGHTING KVA X 1.25 DEMAND FACTOR a 0.00 DEMAND LOAD RECEPTS KVA X 100 DEMAND FACTOR = 0.00 DEMAND LOAD RECEPTS KVA X 080 DEMAND FACTOR - 0.00 DEMAND LOAD - HVAC - KVA - X - 100 --- - DEMAND FACTOR --- --- 0.00 DEMAND LOAD EQUIPMENT KVA X _10 0 DEMAND FACTOR = 0.00 DEMAND -LOAD KITCHEN EQUIPMENT KVA X 1.00 DEMAND FACTOR - 0.00 DEMAND LOAD EXISTING LOAD '44.00 KVA X 1.25 DEMAND FACTOR - 55.00 DEMAND LOAD LARGEST MOTOR KVA X 0.25 DEMAND FACTOR - 0.00 DEMAND LOAD ' TOTAL 55.00 KVA 55.00 X 10001480V 11.732=.-- 1.-_.- ---- -_-.- 66.16 AMPS DISTRIBUTION PANEL SCHEDULE - TT DESIGNATION: EDP-2 EXISTNJG) ' � ( 3 PHASE. 4 WIRE MAIN: 225 AMPS MCB 'VOLTAGE: 120 / 208V.. MANUFACTURER: SQUARE D I{WE .AIC RATING: 10,000 . CIRCUR FRAME - - - LOAD DESCRIPTION - TRIP POLES TYPEPE FEEDER NOTES NO. SIZE 1 EXISTING PANEI'LS t' 50 3 FH REMOVE DURING PHASE II CONSTRUCTION 1 2 3 EXISTING PANEL'C 1' EX)STING PANEL EQ1' 100 150 3 3 LX LX REMOVE WRING PHASE II CONSTRUCTION REMOVE DURING PHASE II CONSTRUCTION 1 t 4 EXISTG.COMP.RM.PN L'CRP" 80 3 FA EXISTING TO REMAND 2 5 EXSTING SURGE SUPPRESSION 20 3 FH EX)STING TO REMAND 2 8 NOT USED NOT USED 7 8 NOT USED 9 10 NOT USED NOT USED 11 NOT USED 12 13 NOT USED NOT USED 14 NOT USED 15 16 17 NOT USED NOT USED NOT USED NOTUSED 18 NOTES: 1 THIS PANEL TO BE RE -FED FROM NEW ASC DISTRIBUTION. REMOVE CIRCUIT BREAKER AND FEEDER DURING PHASE II WORK. 2 THIS PANEL/ EQUIPMENT TO REMAIN. LIGHTING KVA X 1.25 DEMAND FACTOR = 0.00 DEMAND LOAD RECEPTS RECEPTS KVA X X 1.00 0.50 1.00 DEMAND FACTOR 0.00 DEMAND LOAD KVA DEMAND FACTOR AND FA DEMAND FACTOR = 0.00 DEMAND LOAD HVAC ' KVA X - 0.00 DEMAND LOAD EQUIPMENT KVA X 7.00 DEMAND FACTOR = 0,00 DEMAND LOAD EXISTING LOAD 17.28 KVA X 1.25 t.00 0.25 DEM AND FACTOR DEMAND FACTOR DEMAND FACTOR = 21.60 DEMAND LOAD SUBFEED ' LARGEST MOTOR KVA % = 0.00 DEMAND LOAD KVA X = 0.00 DEMAND LOAD TOTAL 21.80 KVA 21.60 X 1000 / 208V 11.732 = 59 98 AMPS DISTRIBUTION PANEL SCHEDULE DMAIN:NATIOM P-C9 IE)45TING) �D�M VOLTAGE: 277/480V. 3PHASE, 4 WIRE LIGHTING CONTACTOR SCHEDULE DESIGNATION C! TYPE ELECT. HELD ELECT. HELD AMP RATING 30 30 POLES 4 COIL CONTROL PHOTOCELL CIRCUIT CONTROLLED LSHA /,3,5,7 NHA-/,3,5,7 CIRCUIT VOLTAGE GBO CIRCUIT DESCRIPTION MFG. /CAT.#` PARKING LOT LIGHTING CUTLER -HAMMER C2 4 PHOTOCELL 480 PARKING LOT L/GHTING CUTLER -HAMMER LIGHTING CONTROL PANEL 'LCPN" RELAYNO. POLES VOLTAGE CIRCUIT CONTROLLED CONTROL DEVICE NOTES l-1 l 120 NLA-75 INTERNAL T.CLOCK EXTERIOR LIGHTS 1-2 / l20 120 120 lZO NLA-5 NLA-B NLA-9 NLA-12 NLA-14 INTERNAL T CLOCK INTERIOR LIGHTS l-3 l-4 / / INTERNAL T CLOCK INTERNAL T CLOCK INTERIOR LIGHTS INTERIOR L/GHTS 1-5 / INTERNAL T.CLOCK INTERIOR LIGHTS 1-6 / 120 INTERNAL T. CLOCK INTERIOR LIGHTS 1-7 1-8 / / 120 120 NLA-86 INTERNAL T CLOCK INTERIOR LIGHTS NLA-l23 INTERNAL T CLOCK INTERIOR LIGHTS 1-9 / 120 NLA-77 INTERNAL T.CLOCX EXTERIOR LIGHTS l-l0 / 120 SPARE l-ll 1-12 l 120 SPARE SPARE / 120 l-l3 / 120 1-14 / 120 _SPARE SPARE 1-15 / lZO SPARE SPARE SPARE 1-16 / 120 1-17 / 120 l-lB l 120 SPARE 1-19 / 120 SPARE 1-20 1 /20 120 SPARE SPARE SPARE SPARE SPARE 1-2/ 1-22 1-23 1-24 l / / / l20 120 120 REVISIONS BY G O •UN+ 6J � U C 6� ♦ pp � m lJ 'O � a M U p G N 6 > ti 3 p J y r r r 4 I _ I I �I I I I -- I I I I l._.�._.� L_ _1 i � _:..� _..1.�! � I _.I_� i_f _i i.,. _�.;! I --� 1P1N-S J O I� i v �J 1�o p p 10 K C 7 1P1C 91 2 \ CLAW 'G' OR I, 2 P 4 C 1 1P1N-S ' � iP2N-S D �1 1 P2 C- 4,5,E 1 1-- I I, D 1P2N-5(J -� I` II CLA88 'V OR H4 1 i 4 REFER TO O.R. 143 45OVE FOR T11P1Cr4L LA"'OU/' O1P2N-S ,r O1P3N-S - D I r _ 11 , r� 11 C -I 1P3C-lO,ll �. II I' fl I III '.I i li I! I I ; I I i II', Ii iI _J_ I REFER TO O.R. 143 ,45OVE FOR TYPICAL LAYOUt. O1P3N-8 , I i SEE PARTIAL FL,- N AT RIGHT FOR ADDITIONAL T I ON4 1�'f°NT�. DD L RE�2 I I i f II I l I, II I I I, iIII I 1- I I I I f I I - I I _ _ / , LITT —111.1 i 1 fr MH1 1PIC-12/13/14 (IP2C-12,13,14) C1P3C-12113,14) ]PIN-9 - (1P2N-9) (F3N-9) D1ENLARGED O.R FLOOR SCALE: 1/4" ■ 1'-0" EQUIPMENT O VISUM LED SURGICAL LIGHT AND FLAT PANEL ARM. O EQUIPMENT BOOM (10MA000) O CUSTOMER SUPPLIED NURSE'S STATION. ( SWITCHPOINT ELEMENT (LOCATED IN DOCUMENTATION STATION) © WALL MOUNTED LCD MONITOR POWER AND COMMUNICATIONS KEYED NOTES (DONE (1) 1-1/2" EMT CONDUIT WITH INSULATED END BUSHINGS. O ONE (1) 2" EMT CONDUIT WITH INSULATED END BUSHINGS. O3 TWO (2) 2" EMT CONDUITS WITH INSULATED END BUSHINGS. ® PROVIDE A 4"X4"X4" DEEP JUNCTION BOX MOUNTED FLUSH WITH WALL, DIRECTLY ABOVE FLAT PANEL MOUNTING BRACKET. PROVIDE SCREW TYPE COVER WITH HOLE AND INSULATED GROMMET FOR WIRING ACCESS TO FLAT PANEL. COORDINATE BRACKET LOCATION WITH SYSTEM INSTALLER O PROVIDE A 6"X6"X4" DEEP JUNCTION BOX WITH SCREW COVER SUPPORTED FROM CEILING STRUCTURE AND MOUNTED WITHIN 18" OF CENTER OF THE CEILING MOUNT. PROVIDE A 010 AWG BONDING CONDUCTOR BETWEEN JUNCTION BOX AND BOOM STRUCTURAL SUPPORT PLATES, REQUIRED FO R REDUNDANT GROUNDING. PROVIDE A TERMINAL LUG FASTENED TO BOX AND PLATES FOR CONDUCTOR TERMINATION. © PROVIDE A DUPLEX RECEPTACLE MOUNTED FLUSH IN WALL ABOVE FLAT PANEL MOUNTING BRACKET FOR POWER CONNECTION TO MONITOR COORDINATE FINAL LOCATION WITH SYSTEM INSTALLER O BRANCH CIRCUIT WIRING SERVING SURGICAL LIGHTS AND/OR BOOM MOUNTED RECEPTACLES. MOUNT JUNCTION BOX WITHIN 18" OF CENTER OF THE CEILING MOUNT. PROVIDE A 010 AW6 BONDING CONDUCTOR BETWEEN JUNCTION BOX AND BOOM STRUCTURAL SUPPORT PLATES, REQUIRED FOR REDUNDANT GROUNDING. PROVIDE A TERMINAL LUG FASTENED TO BOX AND PLATES FOR CONDUCTOR TERMINATION. O PROVIDE AN IS"X 18"X 4" DEEP JUNCTION BOX WITH SCREW COVER FLUSH MOUNTED IN WALL. COORDINATED EXACT LOCATION WITH SYSTEM INSTALLER ® ONE (1) 1" EMT CONDUIT WITH INSULATED END BUSHINGS. 10 PROVIDE WIRING BACKBOX FLUSH MOUNTED IN WALL, 48" AFF. BOX TO BE MANUFACTURED BY HUBBELL WEIGMANN CAT. •SC101004. REFER TO EQUIPMENT INSTALLATION DRAWINGS FOR ADDITIONAL INFORMATION. it TYPICAL VOICE/DATA OUTLET TO INCLUDE A 4" SQUARE DEVICE BOX WITH SINGLE GANG TRIM RING AND A 1" CONDUIT WITH PULLSTRING AND INSULATED END BUSHINGS STUBBED INTO ACCESSIBLE CEILING SPACE FOR WIRING BY SYSTEM INSTALLER 12 PROVIDE THREE (3) JUNCTION BOXES MOUNTED 48" AFF, FOR HARDWIRE POWER CONNECTION TO EQUIPMENT POWER STRIPS FURNISHED BY SYSTEM INSTALLER WIRE EACH JUCTION BOX TO EACH POWER STRIP RESPECTIVELY. COORDINATE WITH SYSTEM INSTALLER 13 PROVIDE A 6 X 6"x 4" DEEP JUNCTION BOX FLUSH MOUNTED IN WALL BEHIND ITEM 'K'. TERMINATE ALL 'K' CONDUITS (FOR LIGHT POWER SUPPLY) TO THIS JUNCTION BOX. 14 BRANCH CIRCUIT POWER TERMINATED IN JUNCTION BOX FOR HARD WIRED CONNECTION TO SYSTEM EQUIPMENT. GENERAL NOTE 1. ALL ELECTRICAL CONNECTIONS TO CEILING MOUNTED STRYKER EQUIPMENT MUST BE ACCESSIBLE FOR MAINTENANCE AND INSPECTION FROM THE CEILING ACCESS HATCHES. CONTRACTOR SHALL GROUP ALL JUNCTION BOXES HOUSING THESE CONNECTIONS WITHIN 18" OF HATCH OPENING. TYPICAL 2. ALL INFORMATION CONTAINED ON THIS DOCUMENT 18 SUBJECT TO CHANGE BY THE EQUIPMENT SUPPLIER/INSTALLER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL FINAL EQUIPMENT REQUIREMENTS AND LOCATIONS WITH THE SYSTEM INSTALLER AND PROVIDING ALL MATERIALS AND LABOR NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. KEY FLAN REVISIONS BY � U u u ro � 00 � M s ¢ U . 0 N U �x E Ew �N in Cn 0 U • m .I ¢ E 3 ti 3 o x x Cn 0 u-� Nsn N ti i c 0 tL �o�� go ip� Aa 0 10'.011 ca a� �v Evho�o �0,?2'0 U Q 00 M f 0 o 3 U W m N N 00 0w F W z w Q N U 7 N ~' e q N o � W z� a a �dw 00 eq QvU W E- 0 U N V m ,n •N i M C D M v v- x Q v>' v uJ U — 0 0 u- a cLd N L L 0 M -C Q a 00 M a 0 m a N 0 J LL- Date: 12.15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E23 Of 23 Sheets STRUCTURAL SPECIFICATIONS MISCELLANEOUS 1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS, 2, CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED, THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY, SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT, 3, CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED, CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 4, APPLICABLE BUILDING CODES 2007 FLORIDA BUILDING CODE WITH 2O09 SUPPLEMENTS, 5, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH 2O09 SUPPLEMENTS. 6. DESIGN LOADSi AREA SUPERIMPOSED LIVE LOAD OFFICE 65 PSF (15 PSF PARTITION) CORRIDOR 80 PSF LOBBIES 100 PSF LIGHT STORAGE 125 PSF ROOF 20 PSF AREA DEAD LOAD FLOOR 55 PSF (10 PSF SUPERIMPOSED) FLAT ROOF 30 PSF SLOPED ROOF 30 PSF 7, DESIGN WIND VELOCITY = 120 MPH 8. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS, DO NOT SCALE DRAWINGS, 9. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS, 10. SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN, ALLOW FOR TWO WEEKS REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM, ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED/SEALED BY THE SPECIALTY ENGINEER, WHERE SPECIFIED HEREIN. 11. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW THEREOF, 12. CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED, AND BEFORE SHEATHING, CEILINGS, OR ROOFING IS INSTALLED, SITE WORK 1, ASSUMED SOIL BEARING PRESSURE = 2,000 PSF, 2, A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM WHATEVER SUBGRADE TESTING THAT IS NECESSARY TO CONFIRM THE ASSUMED BEARING WITHOUT EXCESSIVE SETTLEMENT, 3. TESTING MAY INCLUDE, BUT IS NOT LIMITED TO, DENSITY TESTS, AUGER BORINGS, OR STANDARD PENETRATION BORINGS, 4, A COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR, 5. THE TESTING LABORATORY SHALL SPECIFY SOIL PREPARATION PROCEDURES AND COMPACTION REQUIREMENTS NECESSARY TO OBTAIN THE DESIGN SOIL BEARING PRESSURE 6. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE, 7. THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLE] OTHERWISE, PLYWOOD FORMS MUST BE USED, CAST IN PLACE CONCRETE 1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS, A) FOOTINGS, SLAB -ON -GRADE .......................3000 PSI B) COMPOSITE SLAB (LIGHTWEIGHT)..................3500 PSI C) COLUMNS, WALLS, BEAMS .........................4000 PSI 2, CONCRETE SHALL BE READYMIX PER ASTM C941 A) PORTLAND CEMENT - ASTM C 150 B) AGGREGATES - ASTM C33 (3/4' MAX.) C) NO CALCIUM CHLORIDE D) AIR ENTRAINING - ASTM C260 E) WATER REDUCING - ASTM C494 F) FLYASH - ASTM C618 CLASS F (20% MAXIMUM BY WEIGHT) G) WATER - CLEAN AND POTABLE 3. REINFORCING STEELi ASTM A615 GRADE 60, 4. REQUIRED SLUMP RANGE = 3' TO 5'. 5. WELDED WIRE FABRICi ASTM A-185, FURNISH IN SHEETS, NOT ROLLS, 6. MOISTURE BARRIERi 6 MIL POLYETHYLENE. LAP 6' AND TAPE ALL JOINTS. 7, CODES AND STANDARDS: (CURRENT EDITION) ACI 301 'SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS,' ACI 305 'RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING,' ACI 318 'BLDG. CODE REQUIREMENTS FOR REINF, CONCRETE,' ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT.' 8. MINIMUM LAP SPLICE = 30 BAR DIAMETERS UNLESS NOTED OTHERWISE, 9, PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN PLACE, USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI RECOMMENDATIONS, USE PLASTIC TIP LEGS ON ALL EXPOSED SURFACES, 10. ALL BEAMS AND SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS, PROPOSED CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 11, CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED, NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER, 12. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LIMITED TO ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC,.,, BEFORE PLACING CONCRETE, NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR. 13. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES, 14, ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODSi A) APPLY A LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE WITH ASTM C-309, B) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301, 15. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORMWORK, SHORING, AND RESHORING, DESIGN SHALL BE PERFORMED BY A LICENSED FLORIDA ENGINEER, 16. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS ON SITE, A) CYLINDER STRENGTH TESTS - ASTM C391 ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF. TEST ONE CYLINDER AT 7 DAYS AND TWO AT 28 DAYS, HOLD THE FINAL CYLINDER IN RESERVE, B) SLUMP TESTS - ASTM C143 17, ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR, 18. RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE, DO NOT ADD WATER WITHOUT THE APPROVAL OF THE GENERAL CONTRACTOR AND DO NOT EXCEED SLUMP LIMITATIONS OR TOTAL ALLOWABLE WATER TO CEMENT RATIO, USE COLD WATER FROM THE TRUCK TANK AND REMIX TO ACHIEVE CONSISTENCY, TEST REPORTS SHALL INDICATE QUANTITY OF WATER ADDED AT THE JOB SITE, ALL TESTS SHALL BE PREPARED AFTER THE ADDITION OF WATER TO THE MIX, 19, MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLEi A) 4000 PSI, 28-DAY COMPRESSIVE STRENGTHi W/C RATIO, 0.44 MAXIMUM (NON -AIR -ENTRAINED), 0.36 MAXIMUM (AIR -ENTRAINED), B) 3000 PSI, 28-DAY COMPRESSIVE STRENGTHI W/C RATIO, 0.58 MAXIMUM (NON -AIR -ENTRAINED), 0,47 MAXIMUM (AIR -ENTRAINED), 20. REINFORCING BAR COVER, A) FOOTINGS 3' B) COLUMNS 1-1/2' C) BEAMS 1-1/2' D) SLABS 3/4' (INTERIOR) 1-1/2' (EXTERIOR) 21. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME, 22. WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, LENGTH OF HOOK, IF REQUIRED, IS NOT INCLUDED, 23. PROVIDE COMMERCIAL FORM COATING COMPOUNDS THAT WILL NOT BOND, STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES. WET FORMS BEFORE PLACING CONCRETE, 24, ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS, 25. REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHERE REINFORCING IS VISIBLE, CONTACT STRUCTURAL ENGINEER FOR EVALUATION OF EXPOSED REINFORCING, 26. PROVIDE 3/4' CHAMFERS ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS, 27, PROVIDE CORNER BARS AT ALL BEAM AND WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS, 28, SUBMITTALSi A) SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO CONSTRUCTION, INCLUDING BACKUP DATA IN ACCORDANCE WITH ACI 301-99 CHAPTER 4, SECTION 4, 2, 3, EXCLUDING SECTION 4. 2. 3, 4B. B) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS, 29. ALL BUILDING AND SITE SLABS -ON -GRADE SHALL BE AT LEAST 4' THICK, REINFORCED WITH 6X6-W1, 4 X W1, 4 W, W, F, , ON 6 MIL VAPOR BARRIER, WITH SAW -CUT CONTROL JOINTS 20'-0' O, C, EACH WAY INCLUDING HOUSEKEEPING PADS AS REQUIRED, SEE PLANS FOR OTHER CONDITIONS. 30. STEP AND SLOPE ALL WALKWAYS AWAY FROM THE BUILDING, MASONRY 1, HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I1, MINIMUM NET COMPRESSIVE UNIT STRENGTH = 1900 PSI, (NET AREA COMPRESSIVE MASONRY STRENGTH F'M = 1500 PSI). 2, MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270 (PROPORTION OR PROPERTY SPECIFICATION), 3. COARSE GROUT SHALL CONFORM TO ASTM C4761 A) 2500 PSI AT 28 DAYS, B) 1/4' MAXIMUM AGGREGATE. C) 8' - 11' SLUMP, 4. CODES AND STANDARDS, ACI 530/ASCE 5 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' ACI 530,1/ASCE 6 'SPECIFICATIONS FOR MASONRY STRUCTURES' 5. A REINFORCED CONCRETE TIE BEAM SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE STRUCTURAL DRAWINGS AT EACH FLOOR, THE ROOF, AND AT TOP OF ANY PARAPET WALL, USE GALVANIZED MESH -TYPE CELL CAPS, PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH HORIZONTAL BARS, 6. UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE AS FOLLOWS, A) FLOOR LEVELS, 8' X 16' MINIMUM WITH (2) #5 TOP AND BOTTOM, AND #3 CLOSED STIRRUPS AT 24' O,C, B) ROOF LEVEL, 8' X 16' MINIMUM WITH (1) #5 TOP AND BOTTOM, IN GROUTED KNOCK -OUT BLOCKS. C) TOP OF PARAPETi (1) #5 BAR IN GROUTED KNOCK -OUT BLOCKS. 7. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT 8'-0' O,C, MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2' FROM MASONRY, THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1', CENTER BARS IN WALLS U, N, 0. 8. VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS, FILL CELLS WITH COARSE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO FOOTING AND ROOF TIE BEAM, LAP SPLICE VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR I L EI R O LEVEL UNLESS NOTED OTHERWISE. MAINTAIN VERTICAL REINFORCING SHOWN ON PLANS ABOVE AND BELOW MASONRY OPENINGS EXCEEDING 10'-0' CLEAR, CONTINUE FOUNDATION DOWELS BELOW ALL MASONRY OPENINGS, 9. ALL REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS, REMOVE ANY FOREIGN MATERIAL FROM FILL CELLS, INCLUDING POLYSTYRENE INSULATING INSERTS, PRIOR TO GROUT POUR, 10. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS, II. REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER, 12. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS, DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT, 13. PROVIDE CONTINUOUS HORIZONTAL WALL REINFORCING 9 GA, GALVANIZED LADDER TYPE DUR-O-WALL (OR EQUIVALENT) AT 16' O.C. 14. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOWS FOR FIRST AND SECOND BLOCK COURSE ABOVE AND BELOW APERTURES, RUN REINFORCING CONTINUOUS OR EXTEND TWO FEET FROM APERTURE EDGE. 15. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6' AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE, 16. CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5', CLEANOUTS TO BE SAW -CUT 4' X 4'. 17. GROUT POUR HEIGHT SHALL NOT EXCEED 24', PLACE GROUT IN 5' MAX, LIFTS HEIGHTS, 18, CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND SETTLEMENT, 19. STORE BLOCKS ON PALLETS AND COVER WITH VISQUEEN, 20. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8' MORTAR JOINTS, PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL, FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS, 21, SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATIONS, SPACE AT 32' -0' O, C, MAXIMUM UNLESS NOTED OTHERWISE, COORDINATE WITH ARCHITECTURAL DRAWINGS, 22. MASONRY INSPECTION SHALL BE PROVIDED BY A QUALIFIED AGENT IN ACCORDANCE WITH ACI 530-1,6, INSPECTION SERVICES SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE WORK IN PROGRESS AS WELL AS MATERIALS, EQUIPMENT, AND PROCEDURES, 23. SUBMITTALSi A) SUBMIT PROPOSED GROUT MIX DESIGN PRIOR TO CONSTRUCTION. B) SUBMIT PROPOSED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION, C) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION, INCLUDE BAR LISTS AND BEND DIAGRAMS, D) SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS PRIOR TO CONSTRUCTION, MASONRY UNITS ARE TO BE TESTED IN ACCORDANCE WITH ASTM C140, 24. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS; A) SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR EACH 5000 SO. FT, OF MASONRY, B) SLUMP TESTS - ASTM C143, C) MASONRY PRISM TEST IN ACCORDANCE WITH ASTM E447, METHOD B, MODIFIED AS FOLLOWS, 1. PRISMS SHALL BE STACK BOND, ONE UNIT LONG AND THICK WITH A FULL MORTAR BED, 2. LIMIT HEIGHT/THICKNESS RATIO FROM 1.33 - 5.00 3. PROVIDE A MINIMUM OF ONE JOINT, ONE SET OF 3 PRISMS PRIOR TO CONSTRUCTION AND DURING CONSTRUCTION FOR EACH 5000 SQ. FT, OF WALL, 25. PROVIDE 8' DEEP PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM, MINIMUM END BEARING = 8', LINTEL WIDTH TO MATCH MASONRY WIDTH, 26, THE TOP OF PARTIALLY CONSTRUCTED WALLS SHALL BE COVERED WITH VISQUEEN AT THE END OF EACH WORK DAY AND WHENEVER RAIN OCCURS. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION, EXCEPT CHAPTER 4, 2, 1, CODE OF STANDARD PRACTICE, 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1,1, ALL WELDING SHALL BE PERFORMED USING E70XX, LOW HYDROGEN ELECTRODES, U, N, O, ELECTRODES ARE TO BE PROTECTED FROM MOISTURE, 3. ALL CONNECTIONS TO BE DOUBLE ANGLE FRAMED BEAM CONNECTION PER AISC UNLESS NOTED OTHERWISE. ALL BOLTS TO BE 3/4' DIAMETER UNLESS NOTED OTHERWISE. SHOP CONNECTIONS MAY BE WELDED OR BOLTED, WELDS ARE TO BE EQUAL IN STRENGTH TO BOLTS. ALL FIELD CONNECTIONS ARE TO BE BOLTED WITH ASTM A325N OR A490 BOLTS (BEARING TYPE BOLTS WITH THREADS IN THE SHEAR PLANE) INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS, ALL BOLTS SHALL BE TIGHTENED SNUG TIGHT UNLESS OTHERWISE NOTED. DESIGN CONNECTIONS FOR THE LARGER OF EITHER THE SHEAR SHOWN ON THE DRAWINGS, (INDICATED AS 'V =K' AT ENDS OF MEMBER) OR 60% OF THE MAXIMUM SHEAR (V IN KIPS) LISTED IN THE TABLES FOR 'ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED' AT THE BOTTOM OF EACH PAGE IN THE 'PROPERTIES AND REACTION VALUES', PART 2 OF THE LATEST EDITION OF THE AISC 'MANUAL OF STEEL CONSTRUCTION'. 4, SIZE AND USE OF HOLES, SEE AISC TABLE J3, 1 U. N, O. A) OVERSIZED OR LONG -SLOTTED HOLES ARE NOT PERMITTED U,N,O, MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 1/161, B) LARGER HOLES ARE PERMITTED IN STANDARD COLUMN BASE PLATES. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 3/8'. HARDENED WASHERS, TO COVER THE LARGER HOLE, SHALL BE PROVIDED, C) LARGER HOLES ARE NOT PERMITTED IN WIND FRAME COLUMN BASE PLATES, MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 1/16'. D) SLOTTED HOLESi A PLATE WASHER OR A CONTINUOUS BAR WITH STANDARD HOLES, HAVING A SIZE SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION, AND A MIN. OF 5/16' THICK SHALL BE PROVIDED, TACK WELD NUT TO BOLT AFTER ERECTION. 5, ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER (WITHIN THE MILL TOLERANCE) LOCATED ABOVE THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS, 6. VERIFY THE EXACT SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF MATERIALS, 7, SHOP PAINT - METAL ALKYD -OIL PRIMER, ANY OF THE FOLLOWING, SEE ARCHITECT FOR PREFERRED COLOR. MANUFACTURER DESIGNATION PORTER NO, 298 MOBILE NO. 13F812 TINEMEC NO. 1009 AMERON NO. 5102 AMERCOAT SHOP PAINT ALL SURFACES OF STEEL EXCEPT ANCHOR BOLTS AND SURFACES TO BE FIELD WELDED. APPLY PAINT IN ACCORDANCE WITH SSPC-PA1, SHOP FIELD AND MAINTENANCE PAINTING, APPLY PAINT IN SUFFICIENT VOLUME OR COATS TO PROVIDE A MINIMUM DRY FILM THICKNESS OF AT LEAST 3 MILS BUT NOT MORE THAN 5 MILS, 8, SURFACE PREPARATION - PREPARE STEEL SURFACE IN ACCORDANCE WITH SSPC-SP3 POWER TOOL CLEANING, ANY METHOD IN CONFORMANCE WITH AN SSPC SPECIFICATION OF HIGHER QUALITY THAN LISTED WILL BE ACCEPTABLE, AT OPTION OF CONTRACTOR, WHEELABRATOR MAY BE USED FOR PREPARATION OF STEEL SURFACES, PROVIDING RESULTANT SURFACE IS EQUAL IN ALL RESPECTS TO THOSE REQUIRED, 9, A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS, A) VISUALLY INSPECT ALL STEEL MEMBERS AND CONNECTIONS, B) TEST 50 PERCENT OF FULL PENETRATION WELDS. 10, ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR, 11, STRUCTURAL STEEL SHAPES, TEES - ASTM A992, 12. STRUCTURAL STEEL ANGLES, CHANNELS, PLATES, BARS -ASTM A36, 13. STRUCTURAL STEEL TUBING - ASTM A500 GRADE B, 14, ANCHOR BOLTS - ASTM F1554 GRADE 36, 15, OPENINGS THROUGH STEEL BEAMS SHALL BE PROVIDED AS DETAILED ON THE DRAWINGS. ALL SUCH OPENINGS SHALL BE MACHINE CUT IN THE SHOP, ALL RECTANGULAR OPENINGS SHALL HAVE A CORNER RADIUS OF 2 TIMES THE WEB THICKNESS, 1/2' MINIMUM. 16. COLUMN SPLICES SHALL BE DESIGNED IN ACCORDANCE WITH TABLE A-7, PAGE 11-Al2 OF THE AISC 'STRUCTURAL STEEL DETAILING' MANUAL. 17, NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLESS SHOWN ON APPROVED SHOP DRAWINGS, 18. STEEL STAIRS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD BY A LICENSED ENGINEER, RETAINED BY THE STEEL FABRICATOR. 19. SUBMITTALSi CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL STEEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, CONNECTION DETAILS, WELDS, BOLTS, ETC„ AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL FRAMING, ALL CONNECTIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BY THE DETAILER AND SUBMITTED ON SHOP DRAWINGS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. STEEL STAIRS SHALL ALSO BE SUBMITTED ON SEALED DRAWINGS. 20, NON SHRINK GROUT SHALL BE; NONMETALLIC SHRINKAGE RESISTANT GROUT, PREMIXED, NONMETALLIC, NONCORROSIVE, NONSTAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER -REDUCING AGENTS, COMPLYING WITH CE-CRD-C621, 21, NO FIELD WELDING OF GALVANIZED MEMBERS IS PERMITTED, 22. ERECTION A) BEFORE ERECTION, THE CONTRACTOR IS TO REMOVE ALL MUD, DIRT OR OTHER FOREIGN MATTER, WHICH ACCUMULATES DURING HANDLING AND STORAGE, B) DRIFTING TO ENLARGE UNFAIR HOLES WILL NOT BE PERMITTED, DRILL SUCH HOLES TO ACCOMMODATE THE NEXT LARGER SIZE FASTENER, WHERE POSSIBLE, C) AFTER ERECTION, CLEAN FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS WHERE SHOP COAT HAS BEEN DAMAGED, SPOT AND PRIME AREAS USING SAME MATERIAL AS SHOP COAT, D) SET ALL MEMBERS SO THAT, IN THEIR FINAL LOCATION, LEVEL, PLUMBNESS AND ALIGNMENT ARE WITHIN THE TOLERANCES PRESCRIBED BY AISC CODE, ©PEN WEB STEEL JOISTS AND JOIST GIRDERS (NOTED "JOISTS" HEREIN) 1. STEEL JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. 2. STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE AISC STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS K-SERIES, 31 SEE STANDARD JOIST SPECIFICATIONS FOR CAMBER REQUIREMENTS, 4. VERIFY THE EXACT LOCATION AND WEIGHT OF ALL MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF JOISTS, 5. ALL HANGERS TO SUPPORT MECHANICAL EQUIPMENT, ETC„ TO BE SUPPORTED BY THE TOP OR BOTTOM CHORD OF JOISTS SHALL BE LOCATED AT THE PANEL POINT OF THE JOIST, IF HANGERS MUST BE LOCATED IN BETWEEN PANEL POINTS, PROVIDE JOIST STIFFENER AS INDICATED IN DETAILS. ALL HANGERS TO BE LOCATED AT THE CENTERLINE OF THE BOTTOM CHORD MEMBER. 6, PROVIDE BOTTOM CHORD CEILING EXTENSIONS WHERE REQUIRED BY ARCHITECT, 7, JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND BRIDGING FOR THE NET WIND LOAD UPLIFT INDICATED ON THE DRAWINGS, PROVIDE UPLIFT BRIDGING AT FIRST JOIST PANEL POINTS ACCORDING TO S. J. I. 8. WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL MEMBERS, A BAR JOIST SHALL BE FIELD -BOLTED AT COLUMNS TO PROVIDE LATERAL STABILITY, 9. JOIST BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE DESIGN AND SPACING REQUIREMENTS OF THE SJI STANDARD SPECIFICATIONS, ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS, REFER TO SJI STANDARD SPECIFICATIONS FOR SPECIAL BRIDGING AND ERECTION REQUIREMENTS FOR SPANS OF 40' OR MORE, 10, RIGID X-BRIDGING AS SHOWN ON THE PLANS SHALL BE BOLTED OR WELDED AT THE INTERSECTION OF THE TWO ANGLES BETWEEN JOISTS, 11, JOISTS, JOIST GIRDERS, AND ACCESSORIES SHALL HAVE ONE SHOP COAT OF PAINT MEETING THE MINIMUM PERFORMANCE REQUIREMENTS OF THE LATEST SJI SPECIFICATIONS, SEE ARCHITECT FOR PREFERRED COLOR. 12, SEE PLAN FOR ANY CONCENTRATED LOADS OR UNUSUAL CONDITIONS, ALL JOISTS SUBJECT TO SPECIAL LOADS OR CONDITIONS SHALL BE CONSIDERED 'SPECIAL JOISTS', 13. SUBMITTALS; CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING JOISTS, BRIDGING, AND ALL CONNECTIONS, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. 14, JOIST DESIGN ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWINGS AND SPECIFICATIONS, METAL DECKING 11 ALL METAL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. 2, METAL ROOF DECK SHALL BE 1 1/2' DEEP, 22 GA„ WIDE RIB TYPE B AND GALVANIZED, 3. METAL FLOOR DECK SHALL BE 2' DEEP, 20 GA„ GALVANIZED COMPOSITE FORM DECK, 4, MINIMUM FASTENING OF ROOF DECK WITH (3) 5/8' DIA, PUDDLE WELDS AT EACH SUPPORT PER 36' WIDTH AND 1-#10 TEK SCREW AT MIDSPAN OF SIDELAPS, SEE PLANS FOR ADDITIONAL FASTENING, 5, MINIMUM FASTENING AT BUILDING PERIMETER OF DECK SHALL BE 5/8' DIAMETER PUDDLE WELDS AT 12' 0, C. 6, INSTALL ALL DECKING 3 SPAN CONTINUOUS, 7. FASTEN FLOOR DECK TO EACH INTERMEDIATE SUPPORT WITH (2) 5/8' DIA, PUDDLE WELDS AND (3) 5/8' DIA, PUDDLE WELDS TO EACH END LAP SUPPORT PER 36 INCH WIDTH. 8. USE WELD WASHERS FOR ALL DECKING 24 GA, AND THINNER, 9. DO NOT HANG OR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT, CEILINGS, ETC. FROM METAL DECKING, 10. ALL ROOF DECK OPENING 12' DIAMETER OR LARGER ARE TO HAVE SUPPORT ANGLES PER TYPICAL DECK OPENING DETAIL, INCLUDING OPENINGS FOR ROOF SUMP PANS, 11, SUBMITTALSi CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING LAYOUT OF DECK, TYPE OF DECK, ALL CONNECTIONS INCLUDING END WELDS, SEAM WELDS, INTERMEDIATE WELDS, AND ALL ACCESSORY MATERIAL SUCH AS CLOSURES, SUMPS FOR DRAINS, ETC. 12, A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY INSPECT ALL DECK WELDS AND FASTENERS, COLD -FORM STEEL FRAMING 30, COLD FORM STEEL FRAMING SIZES INDICATED ON THE DRAWINGS AND CONNECTIONS ARE MINIMUMS AND SHALL BE VERIFIED BY THE DELEGATED ENGINEER AND INCREASED AS REQUIRED, 1, ALL STEEL FRAMING SHALL CONFORM TO 'THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION, BY THE AISI, 2. WELDED CONNECTIONS SHALL CONFORM TO 'CODE FOR WELDING IN BUILDING CONSTRUCTION, D1, O' BY THE AWS, 3. ASTM A-568 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR STEEL, CARBON AND HIGH STRENGTH LOW -ALLOY HOT ROLLED SHEET AND COLD ROLLED SHEET, 4. ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCED IN LIGHT GAUGE STEEL FRAMING INSTALLATION, 5. WHERE STEEL FRAMING MEMBERS ARE COMPONENTS OF ASSEMBLIES INDICATED FOR A FIRE -RESISTANCE RATING, INCLUDING THOSE REQUIRED FOR COMPLIANCE WITH GOVERNING REGULATIONS, PROVIDE MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES HAVING JURISDICTION, 6. PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTING AND DAMAGE, DELIVER TO PROJECT SITE IN BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE AND GRADE. STORE OFF GROUND IN A DRY VENTILATED SPACE OR PROTECT WITH SUITABLE WATERPROOF COVERINGS, 7. WITH EACH TYPE OF STEEL FRAMING REQUIRED, PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING, LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM, 8. FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY SHEET STEEL WITH A MINIMUM YIELD POINT OF 50,000 PSI FOR STUDS, AND 33,000 PSI FOR RUNNERSi ASTM A653, 9. SCREWS SHALL BE AS RECOMMENDED BY MANUFACTURER, 10. PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS COMPLYING WITH ASTM A525 WITH A G60 COATING. 11, PROVIDE MANUFACTURER'S STANDARD STRUCTURAL 'C' SHAPED STEEL STUDS OF SIZE, SHAPE, AND GAUGE INDICATED, WITH A NOMINAL 1-5/8' FLANGE AND MINIMUM 1/2' FLANGE RETURN LIP BY UNIMAST, INC, OR PRIOR APPROVED EQUAL, 12. ALL FRAMING MEMBERS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT ALL LIVE, DEAD, AND WIND LOADS, PLUS ANY CONCENTRATED LOADS SHOWN ON THE DRAWINGS, 13, THE EXTERIOR WALL SYSTEM SHALL BE DESIGNED TO WITHSTAND BOTH POSITIVE AND NEGATIVE WIND PRESSURE WITH A MAXIMUM DEFLECTION BASED UPON THE APPLICABLE CODE AND MATERIAL REQUIREMENTS OF THE VENEER, BUT SHALL NOT EXCEED L/360, 14, FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS PRIOR TO ERECTION, FABRICATE PANELS PLUMB, SQUARE, TRUE TO LINE AND BRACED AGAINST RACKING WITH JOINTS WELDED, PERFORM LIFTING OF PREFABRICATED PANELS IN A MANNER TO PREVENT DAMAGE OR DISTORTION, 15. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED OR WRITTEN INSTRUCTIONS AND RECOMMENDA- TIONS, UNLESS OTHERWISE INDICATED, 16, INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUD DEPTH, ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED, EXCEPT DO NOT EXCEED 24' 0, C, SPACING FOR NAIL OR POWDER -DRIVEN FASTENERS, OR 16' O.C., FOR OTHER TYPES OF ATTACHMENT, PROVIDE FASTENERS AT CORNERS AND ENDS OF TRACKS, 17. FRAME BOTH SIDES OF EXPANSION AND CONTROL JOINTS, AS SHOWN FOR THE WALL SYSTEM, WITH SEPARATE STUDS AND DO NOT BRIDGE THE JOINT WITH COMPONENTS OF THE STUD SYSTEM, 18. WHERE REQUIRED, TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED, SHEET INDEXi 19, RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY MECHANICAL LATERAL BRACING WHERE REQUIRED. �+ S 1. 1 STRUCTURAL 20. ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING, ATTACHMENT, OR WIRE TYING OF FRAMING COMPONENT SPECIFICATIONS SSCREW HALL 21. WELDING OF MEMBERS LIGHTER THAN 18 GAUGE SHALL NOT BE PERMITTED, S2.1 FOUNDATION PLAN 22. SPLICES SHALL NOT BE PERMITTED, S2.2 ROOF FRAMING PLAN 23, MINIMUM NUMBER OF EQUALLY SPACED HORIZONTAL WALL BRIDGING FOR S 2.3 FOUNDATION / THE HEIGHTSSHOWN, ROOF FRAMING PLAN UPTO10' 1ROW 10' TABOVE014' + S2.4 RETAINING WALL PLAN -2AT0WS 4' CENTERS 24, FULLY INSTALL ALL BRIDGING BEFORE APPLYING LOADS, S3.1 WALL SECTIONS 25. FOR WELDED CONNECTIONS, FUSION WELDING IS RECOMMENDED WITH A DIRECT CURRENT WELDER OF 200 OR MORE AMPERE CAPACITY, USE A S 3.2 WALL SECTIONS HEAT OF 60 TO 90 AMPERES (DEPENDING ON THE GAUGE OF METAL) ALONG WITH ASTM E60 ELECTRODES. r� S 3.3 WALL SECTIONS 26, STEEL TRUSSES, S3.4 WALL SECTIONS a) TRUSS ERECTOR RESPONSIBLETALL TEMPORARY BRIDGING OFTHE RUSSSSYSTEM DURING CONSTRUCTION, 83.5 WALL SECTIONS b) TRUSSES RIZONTAL DESIGNED SO THAT HARE ALL GIMP S3.6 WALL SECTIONS REACTIONS IMPOSED ON THE SUPPORE TING STRUCTURE UNDER VERTICAL LOAD, S3.7 WALL SECTIONS b PREFABRICATED TRUSSES AND PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING, S3■8 WALL SECTIONS d) TRUSS MANUFACTURER SHALL PROVIDE A BENT PLATE 3' X 3' X 14 GAGE TYPICAL AT ALL RIDGE AND VALLEY LINES. 27, CONTRACTOR TO SUBMIT THE FOLLOWINGi S 4.1 DETAILS a) SUBMIT COMPLETE STRUCTURAL CALCULATIONS FOR THE STEEL FRAMING SYSTEM, CALCULATIONS SHALL COVER ALL STUDS, S 4.2 DETAILS JAMB STUDS, RUNNER TRACK, BRACING, ATTACHMENT OF LIGHT GAUGE FRAMING TO LIGHT GAUGE FRAMING, AND ATTACHMENT OFS 4.3 DETAILS LIGHTb) S 4.4 DETAILS SUBMITGAUGE DETAILEDMING SHOPTDRAWINGSTFORRSTEELCTURAL FRAMINGTEELSHOWING THE TYPERS. ALL ATTACHMENTS S4.5 DETAILS SHALLDRAWINGS. INDICATED BE CLEARLYCING DETAOILEDLONMTHEE SUPPLEMENTAL STRAPPING, BRACING, CLIPS, AND OTHER ACCESSORIES REQUIRED FOR PROPER INSTALLATION, C) SUBMIT CERTIFICATION OF MATERIALS FROM THE MANUFACTURER TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS AND RELATED DRAWINGS. 28, ALL SUBMITTALS SHALL BEAR THE SEAL OF A LICENSED FLORIDA ENGINEER, 29, SUBMITTED SHOP DRAWINGS MUST BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR, REVISIONS BY 1 ~' J wry y 7 ^�a TN I W� ...: C ?w 0) �Lo C Qr-,W N W 3� W � o Z�Z_ �g VacU LL- Zc i o 0 W (716 � 1. rn a �w Nu) O a, � c O C) .mot C.) 04) N 1 � a� 0 M -C �a U Z N O V y Lf) •y �' M C � M v J Cr v x Q Ld U .+- •L O O N C) L a L LJ o y L t 0 Q13- M A O ML. CL N O _1 L._ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: — Job: 09-45 Sheet si " 1 n W IL 0 N n �r C.J. - - - _ I INDIGAtE5 l2) "3 X EXIST. MASONRY WALL TO: 6 1 -4 4'-m" 2'-6" AT MID -DEPTH fillMt BE REMOVED THIS AREA.; INDICATES FULLY GROUTED REINFORCED C S3.1 OF SLAB (TYP.) I I MASONRY w/ (1) % VERT. G.C. VERIFY AND INSTALL GROUT/REINF. AS REQUIRED. g ' r � (TYP.) U.N.O. DRILL AND EPDXY %x3'-6" DOWEL TOP AND BOTT. (6" EMBED) AND FroI F6 I F6 INSTALL % VERT. w/ 3 0" LAP SPLICE t+ �For r r * TOP AND BOTT. IN A FULLY GROUTED CELL. SAW -CUT MASONRY FACE ONLY AS REQUIRED t0 INSTALL REINF./ I i 10 F5J I I 7 g -� °` I I I S4.1 a 1 S4.-Q C.J. I - 12 O - -" _ 54.1 Ii I w 3'- P, FS I �g F6 r Fs-2 ------- ' -- %D5 s3.2 I_. -.-._.-.-.-.-._I I -•-•-•-I �-• _ _ _------ 10 -TEI No • a - I I T ul ul ul ul = ul �� ul eI I - `.; _ I F4 F4. F4 U F4 F4 F4 0 F4• F4 TEI r TEI r TEI r u TEI r t l r T l N - - �€ u tEl r _- F4 I �'-0" Ib' ° 4 16'-fd" 4 Ib'-f1�" 4 Ib'-m" is 4 Ib'-(!�" -8!' 24'_0n F rr 4'-0" 28'-2" 5'-21" _... 145'-4" " `"'^" Ii '^"'^ "'- I 1 I I I (HATCH INDICATES 2 2 EDGE w/ (2)'S CONT. METAL STUD FRAMING BOTT. At METAL STUD S3.4 S3.4 S3.3 FRAMING (TYP.) U.N.O. REFER TO WALL LEGEND 0 a Cq FOUNDATION PL �4N SCALE. 3/32" = I'-0" N 5TE E L GOL Ut'-'IN/ 555E PLATE 5C�4E D UL E COLUMN BASE IE BASE IE MARK SIZE SIZE TYPE REMA (UN.O.) HSS-I 5"x5"x3/16" 3/4"xl2"x12" TYPE "A" (4) 3/4"-Px14 HSS-2 6 "xfo "x3/16" 3/4"x12 "x12" TYPE "A" (4) 3/411Ox14" HSS-3 I 6 "x6 "x3/8" 3/4"x12 "x12" 1 TYPE "A" (4) 3/4114x14" HSS-4 8"x8"x3/I6" " " 1 " TYPE "A" (4) 3/4"4x14" HSS-5 12"x8"x3/16" "xl2"x14" TYPE "B" (4) 3/4"-0XI4" 11/2" TYP. I I/2" TYP. , ,Q • • Il a 11 • • • • 11'1/8 x311 x3 (TYP.) TYPE 11,4' TYPE M" TYP. ANCHOR BOLT 1. REFER TO 8/64.1, 10/64.1, AND 12/64.1 FOR H.S.S. STEEL COLUMN DETAILS. 2. ALL ANCHOR BOLTS TO BE F1554-GR36 DRILL AND EPDXY 03 x 0'-8" DOWEL AT 16" O.C. MAX. (4" EMBED) EXISTING SLAB (W/ NEW TOPPING AS REQ'D.) L TYPICAL SECTION (NE SCALE: 3/4" - 1'-0" FOUNDATION FLAN NOTE 5: I. SLAB -ON -GRADE TO BE 4" THICK WITH 6x6 - WIAxW1.4 W.W.F. ON VAPOR BARRIER OVER COMPACTED SOIL U.N.O. 2. TOP OF SLAB ELEVATION - 0'-0" U.N.O. TOP OF FTG. ELEVATION ■ (-) 1'-4" U.N.O. (MATCH EXISTING) TOP OF INTERIOR COLUMN FOOTING ■ (-) 1'-0" 3. PROVIDE 10" MIN, SOIL COVER OVER ALL EXTERIOR FOOTINGS. CONTRACTOR TO FIELD VERIFY FOOTING ELEVATIONS. NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. REFER TO 2/64.1 FOR STEPPED FOOTING DETAIL. 4. WALL FOOTINGS TO BE "WF2/0" (TYP.) U.N.O. 5. CENTER ALL FOOTINGS BELOW WALL OR COLUMN UN.O. 6. ALL FOOTING REINFORCING TO BE BOTTOM BARS U.N.O. 1. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF CONTINUOUS FOOTINGS AND THICKENED SLAB EDGES. REFER t0 DETAIL 3/54.1 ADDITIONAL INFORMATION. S. REFER TO ARCHITECTURAL DRAWINGS FOR MASONRY OPENINGS AND ALL DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS SHOWN W/ ARCHITECTURAL DRAWING. S. INSTALL MASONRY CONTROL JOINTS AT 32'-C" O.G. MAX. COORDINATE LOCATIONS At EXTERIOR WALLS WITH ARCHITECTURAL STUCCO JOINTS. REFER TO 1/642 AND 2/542. 10. REFER t0 ARCHITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS. 11. REFER TO ARCHITECTURAL/CIVIL FOR EXTERIOR SLAB AND SIDEWALK INFORMATION. 12. REFER TO 1/643 FOR DESIGN WIND CRITERIA. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING EACH WAY REMARKS TEI 1'-0" x CONT. 1'-4" (1) S CONT. TOP THICK. SLAB EDGE WF2.6-1 2'-8" x CONT. 1'-2" (3) S C40INT. 15OTT. S At 16" O.G. TRANSV. WALL FTG. WF3.5 3'-6" x CONT. 1'-2" (4) 05 CONT. BOTT. 05 AT 16" O.G. TRANSV. WALL FTG. F3 3'-0" x 3'-0" 1'-0" (3) M5 BOTT. COLUMN FTG. F3-6 3'-0" x 6'-0" 1'-0" (3) "5 L.W. 501 (6) S S.W. BOTT. COLUMN FTG. F4 4'-0" x 4'-0" 1'-0" (4) IS 5OTT. COLUMN FTG- F4-533 4'-O" x 5'-4" 1'-0" (4) 05 LONG WAY (5) S SHORT WAY COLUMN FTG. P5 5'-0" x 5'-0' 1'-2" (5) 05 EA. WAY BOTT. COLUMN FTG. F5-11 5'-0" x II'-0" '-2" (5) 05 L.W. BOTT. COLUMN FTG. F5-12 5'-0" x 12'-0" 1'-4" (6) 05 L.W. TOP t BOTT. (13) 05 S.W. TOP 4 BOTT. COLUMN FTG. F6 (6) 05 TOP 4 BOTT. F F8-15 8'-0" x 15'-0" 1'-4" 03) 05 L.W. TOP 4 1501 (16) 05 S.W. TOP t BOTT. COLUMN FTG. WALL LEGEND WALL TYPE REMARKS HATCH INDICATES 8" MASONRY BRCS. WALL w/ % VERT. IN FULLY GROUTED CELL AT 32" O.G. MAX. (EXTERIOR WALLS) INDICATES 6" MASONRY BRC:. WALL w/ % VERT. IN ¢rrr�nT�T�rrrr FULLY GROUTED CELL At 48" O.C. MAX. ( INTERIOR WALLS) INDICATES 3 5/8", 18 GA. (MIN.) METAL STUD FRAMING AT 16" O.G. MAX. REFER TO PLAN FOR ADDITIONAL INFORMATION. NOTES; 1. REFER TO PLAN AND DETAIL 3/S42 FOR VERT. REINF. AT ALL WALL CORNERS AND INTERSECTIONS. (TYP.) UN.O. REFER TO FILLED CELL SCHEDULE FOR VERT. ADJACENT TO MASONRY OPENINGS (TYP.) UN.O. 2. VERT. REINF. TO BE HOOKED INTO FOOTING AND ROOF TIE BEAM LAP SPLICE REINFORCE BARS 48 BAR 0 AS REQUIRED (TYP.) U.N.O. 3. REFER TO PLAN FOR ADDN'L./SPECIFIC REINF. REQUIREMENTS. 4. REFER TO 6/542 AND -7/542 FOR TYPICAL DETAILS AT MASONRY OPENINGS. 5. REFER TO SHEET S3.1 FOR TYPICAL METAL STUD FRAMING NOTES. FILLED CELL 5 C H E D U L E (ADJACENT TO MASONRY OPENINGS U.N.O. OPENINGS LE55 THAN OR EQUAL TO 3'-4" (1) froEACH SIDE OPENINGS GREATER THAN 3'-4", BUT LESS THAN 6 4'I (2) *6 EACH SIDE OPENINGS EQUAL TO OR GREATER THAN 6'-4", BUT LESS THAN 8'-4" - (3) % EACH 51DE OPENINGS GREATER THAN 8'-4" REFER TO PLAN W.W.F. SEE AN& �4 1. (1) S CONT. XIST. SLA5 CONNECTION) 111 IN REVISIONS BY ADDENDUM 1 2/4/11 REV. 2 - 31WI CLIENVC4NTRACTOR REVISIONS 8 U ti R! V J w QNQ� r N .J G.• N V o Q O ' Y 3 3rN- 3 o le Cw FtiL0 CM Go ti N ti U 0 a a ^ � i I .. 1 --77- tV " (0 � r- Z (D �0 r--rn lu- 00 llit M JLo Zw rnZ ���W u vN LAJ LL" 3 � 'D v �.7Lac v� ZV)- oi7 W 0 Q�tLW z S'N N I` CR\-" 0 U Z N c -_! d o U L M C M � v J � X Q N v LLJ U ,} v 0 U 0 L l: a LL1 vi (D LO 0QM 0 0 0o s _ M (L N 0 LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: - Job: 09-45 Sheet S2.1 (3) % At CORNERS (TYP.) U.N.O. REFER t0 3/642. 6 S4.4 HORIZ. BRIDGING EQ. SPACED BTWN. SUPPORTS w/ X-BRIDGING AS SHOWN. (TYP.) HATCH INDICATES MASONRY --� PARAPET w/ •6 AT 32" O.G. MAX. (TYP.) U.N.O. (LAP SPLICE W/ REINF. FROM BELOW OR HOOK DOWEL INTO ROOF TIE BEAM). REFER TO PLAN FOR ADDN'L✓SPECIFIC REINF REQUIREMENTS. 1 HSS 8"x6"x3/I6" 1 5 �9 .9 rn■. t HSS 8"x6"x3/16" Y Lj Y HIGH BEAMS: BOtt. BEAM ELEVATION = 15'-0" (COORDINATE w/ ARCH.) (+) WI8x11 BEARS ON STEEL COLUMN (++) W2SX80 BEARS ON HSS BEAM .�` �` H55 12 "X8"X3/16" " (L.S.V.) o HSS I2 "X8"X3/16' (L.S.V.) 3 GONCfRETE LINTEL SCHEIDU EE ROOF FRAMING PLAN NOTE5: I. METAL ROOF DECK TO BE 1 1/2" DEEP, 22 GA., GALVANIZED, TYPE "B" HSS 2 1/2" x 2 1/2" x 1/4" REFER t0 2/54.5. MARK SIZE REINFORCING REMARKS FASTEN ROOF DECK w/ (1) 5/8" DIAMETER PUDDLE WELDS AT EACH SUPPORT AND (5) 010 TEK SCREW SIDELAP FASTENERS EQUALLY L-I 8" x 8" (1) 05 CONT, TYPE "A" SPACED BETWEEN SUPPORTS. REFER t0 1/64.4. L-2 8" x 16" (2) 05 CONT. TYPE "B" 2 4 2. JOIST SPACING - SEE PLAN. EQUALLY SPACED BETWEEN SUPPORTS S3.1 S3.1 NOt t0 EXCEED 6'-0" O.C. MAX. UN.O. n H55 2 1/2" x 2 1/2" x I/4" 3. J B. < > ■ JOIST BEARING ELEVATION U.N.O.REFER TO PLAN. r --1 W1 2 x26 (1 ") U REFER TO 2/64b (SIM.) L_ _ J. _ 4. ROOF SLOPE - FLAT U.N.O. (REFER t0 ARCH. HSS 2 1/2" x 2 I/2" x I/4" \ / CD\ HSS 2 1/2" x 2 1/2" x 1/4" OUTLOOKERS At 4'-0" 5. "SP JOIST" DESIGNATES SPECIAL JOIST LOADING. REFER TO REFER TO 2/54.5 (SIM.) 0. MAX. (tY TYPE A TYPE B STRUCTURAL NOTES/SPECIFICATIONS FOR SPECIAL JOIST NOTES. •° N b� l co .) ETAL 5 D FRAMING, 6. l ) ■ TOP OF STEEL ELEVATION. 101K1 STE L JOISTS -- I / REFER t0 1/S33 (SIM.) (2) "6 NOTES: I. ALL MASONRY OPENINGS t0 HAVE PRECAST LINTEL TYPE L-I UNO. 1. CONTRACTOR TO COORDINATE SIZE, WEIGHT, AND LOCATION OF MECHANICAL EQUIPMENT AND PENETRATIONS WITH MECHANICAL SPACES AT -� --- "� �I\ (2) ('fo EQUIPMENT SHOP DRAWINGS PRIOR TO JOIST FABRICATION. REFER t0 2. REFER TO 4/542 AND 5/542 FOR ADDITIONAL PRECAST LINTEL DETAILS 2/54.4, 3/84.4, AND 4/54A. S4.4 I I REQUIREMENTS. - - - -71 - T- - - --I- - - - - - ' 8. PROVIDE CORNER BARS At ALL CORNERS AND INTERSECTIONS OF - - I 3. ALL LINTELS AND KNOCK -OUT BLOCKS TO BE GROUTED SOLID. ALL CONTINUOUS BEAMS AND TIE BEAMS. REFER t0 8/642 FOR ADDITIONAL j NEW OPENING IN EXIST. MASONRY ABOVE LINTELS TO BE GROUTED SOLID TO INFORMATION. MASONRY WALL. ROOF BEAM ABOVE. REFER TO 13/64.1. 5. REFER TO 1/543 FOR DESIGN WIND CRITERIA. 4. RECESSED PRE -CAST LINTELS ARE STRUCTURALLY ACCEPTABLE / \ REFER t0 6/543 U.N.O. `� CD -.- - -- (L4"x4"xl/49 AT NEW j 45 �� N rl, cp + rl. FANS (TYP.) U.N.O. - - I I I EFl-1 EFl-Z ° -- 1- --.- FE 1-3 I Y.: I I . S4.4 EXIST. PARAPET TO REMAIN. N REFER t0 5/843, 6/43, - - - G, x AND 1/S43 FOR NEW o EXISTING (2) COURSE I _ - - - - CURB FRAMING AT NEW TIE BEAM TO REMAIN. 1 - I G.C. t0 FIELD MECHANICAL EQUIPMENT (TYP.) U.N.O. -- 'SP" JOIST _ _ � _ - - °�- RtU 1 \ RTU 5a I I I 1,123 LBS - - � r ED c c i 3" "5P" JOIST /X\ /X\ O _ "SP" JOIST \ �) TR U-5b j F- NEW OPENING IN ao / 1,123 LB5 1 - p - EXIST. MASONRY lu f - i WALL. REFER TO "SP" JOIST P X x cp Y � ' REFER TO 64- �4 RTU-5c - REFER TO 8/543 AND "$P" JOIST / \ .. A 1,123 LBS 9/643 FOR JOIST --- - -: REPAIRS l6-JOISTS t--X1b L ROOD t-RAMIINC:r PLAN NOB S: 1. CONTRACTOR/ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING OF EXISTING BUILDING COMPONENTS DURING CONSTRUCTION. 2. EXISTING ROOF JOISTS ARE EQUALLY SPACED AS SHOWN BETWEEN SUPPORTS. CONTRACTOR TO FIELD -VERIFY EXISTING JOIST DEPTH AND SPACING AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR t0 FIELD -VERIFY EXACT JOIST SPACING AND LOCATIONS AS REQUIRED FOR NEW CONSTRUCTION. ALL EXISTING JOISTS ARE TO REMAIN IN PLACE AND ARE NOT t0 BE CUT OR DAMAGED. CONTRACTOR t0 NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. 4. CONTRACTOR t0 FIELD -VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS AS REQUIRED FOR CONSTRUCTION. NOTIFY ARCHITECT/ ENGINEER OF ANY DISCREPANCIES. 5. SHORE EXISTING ROOF FRAMING AS REQUIRED. SHORING IS TO BE DESIGNED BY A LICENSED FLORIDA ENGINEER 6. ALL EXISTING BRACING AND BRIDGING t0 REMAIN IN PLACE. 1. CONTRACTOR TO COORDINATE EXACT SIZE AND WEIGHT OF MECHANICAL EQUIPMENT AND PENETRATIONS WITH MECHANICAL EQUIPMENT SHOP DRAWINGS. REFER TO 5/543, 6/843, AND 1/543. 8. CONTRACTOR SHALL REINFORCE/MODIFY ALL JOISTS PRIOR TO SETTING: NEW MECHANICAL EQUIPMENT. SHORE EXISTING JOISTS At `p \X \ 1 THIS LOCATION) THIRD POINTS OF SPAN PRIOR TO COMMENCEMENT OF WELDING NEW "SP" JOIST z\, _-_ J-\CHORD/WEB MEMBERS. REFER TO S/64.2 S. REFER TO 1/643 FOR DESIGN WIND CRITERIA. 5181 'SP' JOIST LBS- `° 3 DEt* IOL I I ION/51"'1'OfRI G I OTE5: W,4LL TIE 15E;IM 5C�4EDULE REINFORCING CONT. BARS STIRRUPS MARK SIZE REMARKS TBi 8" x 16" (1) 05 t 4 B R2 TYPE "A" T52 6" x 8" 1 (1) S✓ 13, TYPE "B" V� r✓ d d TYPE "All TYPE 11511 NOTES: 1. TYPICAL AT ALL MASONRY WALLS, ROOF LEVEL, U.N.O. 2. (2) COURSE MASONRY KNOCK -OUT BLOCK UN-0. 3. TYPICAL At ALL MASONRY WALLS, PARAPET LEVEL, U.N.O. 4. ( ) = BOTT./TIE BEAM Q ., 'SP" JOIST �, S4.3 - - 7- - - - I. EXISTING ROOF BEAMS/GIRDERS SUPPORTED BY EXISTING COLUMNS/ tu q o WALLS BEING REMOVED ARE TO BE FULLY SHORED FOR THE FULL `� -- - - - - -r - - - - - - LENGTH OF THE BEAM/GIRDER SHORE EXISTING ROOF JOISTS AS 'SP" JOIST REQUIRED. in2 - - - _- __ . - a - i - - -' 2. SHORING 15 TO BE DESIGNED BY A LICENSED FLORIDA ENGINEER, S4.3 RETAINED BY THE CONTRACTOR "SP" JOIST \ - - J015T MANUFACTURER NOTE: S4.4 SP JOIST " " w24x68 (16'-8") L_ I REFER TO S/S43 AND ° , ^ _, 9/543 FOR JOIST 1. MECHANICAL EQUIPMENT WEIGHTS AND LOCATIONS TO BE VERIFIED A„�, ,(, 13 - I REPAIRS (6-JOISTS PRIOR TO J015T/GIRDER FABRICATION. /�\ w � I I S4.4 I � tNl5 LOCATION) LOW BEAMS: BOTT. BEAM ELEVATION = I JOIST NEW OPENING IN j - I j (COORDINATE w/ ARCH.) (L - -EXIST. MASONRY -j EXIST. ROOF I EXIST. STEEL (+) WI8x11 BEARS ON STEEL COLUMN I ��I/ \I/ 12 `� - 5R9513 WALL. REFER 10 j JOIST (TYP.) � BEAM (TYP.) r-- " Q \ / �- 4 20K4 -- - I EXIST. BRIDGING *-G Ui SP JOIST 1 i (TYP.) ,AIR LOCK FRAMING PLANS � � _ � (5) SPACES AT I SCALE: 3/32" 1'-0" Q _ / \ / \ 'SP" JOIST (+/-) 5'-S 1/2" - -+ -- 1 �� / f .6 1. _ NEW OPENING I _ \ /NEW W -,4 1 WELD ITO TOP ,AND 1507 OM�C K*VS . �.�� - - - - - - - r - - - EXIST. MASONR I i X I JOISTS AND WELD ANGLES AT MID -POINT. WALL. REFER TO (TYP. AS SWOWN AT NEW MECW. WITS) HSS 11/2"xl 1/2"xl/4" coo N 0p REFER TO 4/S43. " U in- I ( JOISTX - - , - -- x ^ °p j /x I 5,151� B5 N S4.2 W18x35 (18'-0") W18x35 (18 W21x44 (18'-0") I 1711. REFER TO AIR LOCK �( (2 SPAN CONT.) I \ I REFER t0 5/S43, 6/543, AND 2 1/2 "x2 1/2 "xl/4" :R TO 2/54B. 15 S4.4 1 S3.2 HSS 2 1/2 "x2 1/2 "xi/4" - OUTLOOKERS AT 4'-0" O.C. MAX. (TYP.) (D- - HSS 2 1/2 "x2 1/2 "xl/4 - REFER TO 2/84B. U FRAMING THIS SHEET - 13 14 S4.2 i � ! I X , 1/843 FOR NEW FRAMING AT ao EXTEND JOIST BOTTOM 10 _ NEW EQUIPMENT AND ROOF S4.2 - - - REFER t0 6/S43 - - - CHORD AND FASTEN TO S4.4 S4.2 - I (L4"x4"xl/4") At NEW - OPENINGS (TYP. At J015t BOTTOM BEAM FLANGE. ° LOCATIONS). FRAMES NOT _ FANS (TYP.) U.N.O.REFER t0 11/54.4 AND _,.. _ _ _ _ I �--="��_ � SHOWN FOR CLARITY. W1 x77 (16 8) L - - �� 9 I _ - 14/S4.4 C TYP-) 4- 2 4 5 EL J 15t S4.4 ISK6 TEFL OISt 5) PACES At 4) SPACES A (5) SPACE At (1) I ` I --- --- SPACES At 4 -4- (+/-) 5'-3 3/4" (+/-) 5'-Il 1/4" (+/-) 5'-8 1/2" 1 N- - - -I--I- _� cs_ I a I -- I REFER t0 I I/542. - - - 15 3 SIM. " _ W10x22 (16-101/2 ) --- �-- (TYP. - - - -F -- +- - - :° ; t m I I -.4k " - REFER t0 S4.2 S4.3 X C-1 W27x84 (Ili I 10/542 " Tr FULLY WELD t0 H55 10"x6" /8° W24 55 (18'-0") W16x67 (13'4") W12x26 (16-101/2 ) NOTE: FULLY WELD EDGE ANGLE N IN O) N � " N � = N O) " 2 SPAN C NT. � ( ) � �'�' ^ - 01 N 0. CXD---- '- �` �` ` �` `� `- �` - E-� ` v- ----- ` t0 STEEL BEAM (TYP.) - ---- - - HSS I I/2" 1 1/2" 1/4" `� L(4) SPACESI Ate 3) SPACES (3) SPACES (3) SPACES (3) SPACES l3) SPACES 4) SPACES At x x 6x45 (1 '-8") -, �' - (+/-) 5 - �- SAT (+/-) 6 - �A-r' (+/-) 6 - �At (+/-) 6 - C+/-) �At 6 - (+/-) - �At _ �� C+/-) 6'-0 1/4 ?-, OUTLOOKER At 2'-0" O.G. MAX. W10�70 Ox2 W10x22 16'-8") 4 n (16'-8")2'Fl-0i2_11!'-8") xx2 W1Jx22 (16' ") W1Jx22 (16' ") (16' ") W1 x22 (16' ") W1Jx22[16'1") 1 :�nxU S43 L-2 1/2" DEEP t TO JOIST 1//64RltYPJ EXtTCHORD .51ONS (TYP.) IU�•. I I 1 METAL STUD FRAMING. S3.4 REFER TO 1/533 AND 2/83.1 N Ctii TYP. STO F ONt UPPORT B 5 U.N.O. H55 6"x6" /16" B T. At 15'-0" HSS 6"X6" 3/16" t P At 12'-C" HS5 8"X6" 3/16" IL.S.V.) BOtt. AT 9'-0" REFER TO �/533, I/63.4, AND 2/8314 14 S4.2 �t u1 %D r FRAMING PLAN SCALE: 3/32" = 1'-0" HATCH INDICATES 3 5/8" METAL STU 2 10 2 PARAPET (TYP.) PREFER TO S3.4 S4.4 3.3 2/533, 1/53A, AND /S3A. to m 0 - REVISIONS BY ADDENDUM 1 2/4/II REV. Z - 3/18/II CLIENT/CAONTRACTOR REVISIONS u U F. N E w W C- � U • � N o d E - '- < ° m 3 Y 3~ 3 ox m Cnw to y N to 00 ti N ti 0 a C+� .... Mto 0)z Zw W 3� za m t lL U L+- Z V ci -C p r` o I� W �U � r` =cy) _ w (n 7g Lo O rn C o �. C L c.i 0 v I\• oC � -C �a U Z N o M C rn a J Q. a Q N p -O W U �L � 0 V) 0 i Q LJ U-) 0 Q M i 0 o 00 s L. - M CL N 0 Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: - Job: 09-45 Sheet S2,2 S3.7 S3.7 HSS 4"x4"xI/4" HORIZONTAL BRACES. REFER TO 1/S3.1 (4-LOCATIONS) r I L 9 S4.4 TOP/MAS. = 16'740 1/2' , REFER TO 15/54.2 CANT.. G;4NT. (TYP.) REFER TO 1/54 5 . r r,-i r r ; (SIM.) 2 S3.6il W12x26 I r "y/IPJ W12x26 1 I W12x26 REFER t0 I/54.5 (16'-10 1 (16'-1yy0 12") (SIM.) T T yy)6'-10112") T tOP/MAS. = 15' -4" TOP/MAS. = 15' -4" 10 J- J- J, S4.4 O O 6► LU i U 2 &D + �m S4.5 REFER TO 12/54.2 CANT. CANT. (TYP.) I I I W12x26 I W18 7 16' 101 " (16'-8") 1 / \ I I � 6x67 6 " \ rd V.6 Lod L_ LJ aJ 1 15 W`IW6--J 2 (7S4.5 TOP/MAS. • I6'-8° l$IM.) HSS 2 1/211 x 2 1/2" x 1/4" OUTLOOKERS At 4'-0" O.C. MAX. (TYP.) REFER TO 11/54.2 FOR DBL. ANGLE BEAM CONNECTION. REFER TO 14/54.2 FOR TOP FLANGE BEAM CANT. (4-LOCATIONS) TOP/MAS. = 16'-S" C7 FRAMING PLAN SCALE: 3/32" = 1'-0" HSS 4"x4"xI/4" I HORIZONTAL BRACES. REFER TO 1/53.1 1 (4-LOCATIONS) S3.8 HSS 6 "x4"xl/4" H55 COLS. CONT. FROM FTG. TOP/PARAPET (TYP.) S3.7 S 2 H55 4"x4"xI/4" HORIZONTAL BRACES. REFER TO 1/53.1 (4-LOCATIONS) TYP. TYP. HSS BEAMS. REFER t0 1/S3.1. MASONRY PIASTER _..... _ ....1_......,.._. _. _,r, .AL _ _ _ - THICK C6-LOCATIONS) EDGE wD/(2) P+�5 CONT.AB HATCH INDICATE% - - METAL STUD FR�41 r- -i F& F -, a� 1 TUD BOTT. AT METAL � ��- -, � �I A REFER TO WALL L REFER TO SHEET 52.1 AND SHEET 52.2 FOR T`rFICAL PLAN NOTES AND SCHEDULES. GROUtED MA50NRY PILASTER (TYP.) G.C. TO FIELD VERIFY AND NOTIFY _ a + r ARCH./ENG. OF ANY ^� FL AN DISCREPANCIES HATCH INDICATES EXTERIOR MASONRY WALL REINF. REFER TO WALL LEGEND 2'-01' V-011 ` /� 1-4"41-01' 301-81 4'-0" 61-011 (3) 06 AT CORNERS ;'. '.. , (TYP.) U.N.O. REFER � — = t0 3/542. 0it it t el 1 — I — — " a 1 _ _ _ S3.6 0 I 1 S3.5 .. No ON FOUNDATION fDL,4N SCALE: 3/321, = 1'-011 REVISIONS BY ADDENDUM 1 2/4/11 REv. 2 - 3/I 1 WmmrKAN?RACT REvISlOtyB 8 U I; 1 0. Z Go a 3 o x � �o�n y 1-4 M Ln ~ 00 t- ti i; .c° a i m V � � � o `n ZwrnZ — r, La.l N Lit 6 a Z v Z U LJi N 0 Q C I---,L1_ _ ZV) OL O or W �Um a�w �� c � 0, L0 Z bN th L U_ Z C J CV O y •�► U v M C � M x La U 0 V) 0 a LLJ -° - U-) s O O 00 L — V) N (L IV O (..L Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: — Job: 09-45 Sheet 52.3 (+/-) 311'-6" z 0 iW • 0 • Jl • ..It1.1111.1111.1■11/I.11.1111.... 1.......... I..... 1111.11.11...I.I.1.....1.1.1...1.11...11.III.I.I.I.I.I...I.t.11111111 ............................ I 111•I 11 1 .... I.......................... 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"'� 7 .x z -•ax:, " sc.-%;.,x^^. c , ..5 r _. � .__... ,,., �,,." ....a'a.� .. _r�'�','x�/"r.�,�',�.r"«r. ._ �..�"".o.�r.� >_.__.... _, .. a. _... ,.X ._ ._.. _. .. .. .._ 'v'.. -,__.>`:r-�..'sr:T�_-r�--'..mx�",:aaz.?.".+..._ .... 'Sri„,�',xrw�`�;zdx.:�;-"ra'r„'"''J•.:x±::m...:.--�tk:;:-M�' _ :rr",„.;.,r .��'�'. ���^x'.�'.: aJ�..���wia� , f�m .Fr_k�/-'�'��'r�"=..,,;fit,,,,. _ Ll D m REFER TO SHEET 52.01 FOR ROOF FRAMING PLAN NOTES, TRUSS 1~ FR. NOTES, CONCRETE 5EA t SCHEDULE, AND ADDITIONAL TYPICAL NOTES. 0 0 0 (1) COURSE K.O. BLOCK w/ (2) 05 CONT. (TYP .) lu J f i 12" SPLIT -FACE cmu. 6 GROUTED SOLID. (TYP.) 4 • VERT. REINF. SEE --- (2) SCHEDULE. BARS J EQUALS (1) EA. FACE. ' NU d) 1/2" i4 O � JO IN70LAtION ' 0 a F TOP/PAVEMENT .. IO ]I 1 I I � I O I I O 0 FIRST COURSE BELOW GRADES TO BE 12" STANDARD CM.U. OR 12" SPLIT -FACE r-Im 0 TOE VARIE° HEEL VAR SEE SGHEDUh ' SEE SCHEC FOOTING REINF. VARIES. SEE SCHEDULE � SECTION SCALE: 3/4" SITE WALL SCHEDULE MAX. WALL HEIGHT VERT. RE INF. TOE HEEL WIDTH DEPTH FTG• RE INF. CONT. TRANSV. 10-8" (2) +1 * 8" O.C. 4'-3" 2'-6" 1'-9" 20" (8) 06 % • 12" 9'-4" (2) 01 0 16" O.G. 2'-6" 2'-6" 6'-0" 11011 (b) % % * 12" 1'-4" (2) 32" O:C, 1'-0" 2'-6" 4'-6" 16" (5) N6 s 0 12" 4'-8" (1) •6 6'-O" O.G. 1'-0" 2'-0" 4'-0" 16" (4) N16 S 0 12" SOOTING 5CHEDULE MARK SIZE DEPTH REINFORCING EACH WAY REMARKS W1--4 4'-ON 1'-0" (5) 05 CONT. BOTT. WALL FTG. TP."V. 45 AT 16" O.C. MAX. RETAIN INCH WALL/FOUNDATION NOTES: I. TOP OF FOOTING ELEVATION IN VARIES. COORDINATE w/ CIVIL. 2. REFER TO CIVIL ENGINEERING DRAWING FOR ADDITIONAL INFORMATION. 3. ALL FOOTING REINFORCING TO BE BOTTOM BARS U.N.O. 4. STEP WALL FOOTINGS WITH GRADE AS SHOWN IN ELEVATIONS. PROVIDE 12" MIN. SOIL COVER OVER EXTERIOR WALL FOOTINGS. CONTRACTOR TO FIELD - VERIFY FOOTING ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. REFER t0 X/SX.X FOR STEPPED FOOTING DETAIL. 5. INSTALL CONCRETE CONTROL JOINTS AT 32'-0" D.C. MAX. REFER TO X/SX.X FOR CONCRETE CONTROL JOINT DETAIL. 6. REFER TO CIVIL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS SHOWN W/ CIVIL DRAWINGS. 1. REFER TO SHEET X/SX.X FOR STRUCTURAL NOTES/SPECIFICATIONS. 8. DO bha BACKFILL UNTIL RETAINING WALL HAS REACHED FULL DESIGN STRENGTH (4000 PSI). CONTRACTOR OPTION: CONTRACTOR MAY 5ACKFILL PROVIDED FOUNDATION RETAINING WALLS ARE BRACED AGAINST BACKFILL PRESSURES UNTIL RETAINING WALL HAS REACHED FULL DESIGN STRENGTH (4000 PSI). KE Y FL AN REVISIONS BY G U 1.. ®1 j ate• w �N{ 0. p tD c� ,Do ¢a�'0-0 o M ~ G 0. x 11 _ I 1 fi i E e fizz ;„„a��}fi1k Z to 0) PO I t�C co 6 In I�tn ZW 0)z B or,w � N W-� 6 a: 3 ZU u- XX Q C U Lt Zcn ci o o • • o� Z U-w = ai rn o�. AN c 0 U_ Z "it CO N U m C � M v� Q (n v W U •+- _m _O LL- Q L d vi 0 Ln 0 Q M >' 0 ao r 0 a N O J LL— Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: — Job: 09-45 Sheet S294 METAL ROOF DECK REFER TO PLAN. (TYP.) UN.O. CONT. L2„ x 211 x 16 GA. 3 5/8", 18 GA. METAL STUDS PARAPET w/ (2) 010 TEK SCREWS AT 16" O.C. MAX. CAP/FLASHING. REFER EA. LEG AT EA. STUD. CONT. 3 5/8" , 18 GA. METAL TRACK (TYP.) UN.O. METAL ROOF DECK REFER TO t0 ARCH. (TYP.) PLAN. (TYP.) UN.O. PARAPET CAP/FLASHING. l U COURSE KO. - (fr r n n r 2m'-m° REFER TO ARCH. (TYP.) BLOCK w/ (l) 45 CONT. - TOP/MASONRY 2m'-m"N (1) COURSE -KO. BLOCK 20'-011� TOP/MASONRY — — — w/ (1) N5 CONT. tOP/MASONRY CONT. L3" x 3" x 3/16" WELD t0 EA. JOIST. WALL SHEATHING. REFER t0 ARCH. CONT. L3�� x 3�� x 3/16 �� METAL ROOF DECK ; PARAPET VERT. REINF. 9m' STD. ACI HOOK (TYP.) UN.O. WELD t0 EA. JOIST. REFER TO PLAN. REFER TO PLAN. (2) COURSE (1) CONT. 3 5/8", 18 GA. TRACK METAL ROOF DECK COURSE KO. REFER t0 PLAN. BLOCK w/ (1) 05 PARAPET INERT. REINF. COURSE _ r� REFER TO PLAN. JOIST BEARING _ 6 TOP/MTL. STUD IS m Wo STD. ACI HOOK I 1 METAL ROOF DECK S4.4 CONT. L3" x 3" x 14 GA. w/ (2) 0I0 TEK SCREW EA. LEG At EA. I NG JOIST BEARI " (4) 010 TEK SCREWS (TYP.) REFER t0 PLAN. SCUD AND 1/4"N 1 3/4" TAPCON SCREWS AT 12"O.C. MAX. AT MASONRY WALL. (2) COURSE (1) COURSE KO. -" BLOCK w/ (1) 45 CONT. EA. COURSE ci 3 5/8", 18 GA, METAL STUD (2) COURSE (1) 6 I I FRAMING At 16" O.C. MAX. COURSE KO. (TYP.) UN.O. 5 BLOCK w/ (1) "5 S4.4 I I �-3 5/8", 18 GA. METAL STUDS AT 16" O.G. MAX. (TYP.) U.N.O. ------__ -------------- ----- — BRIDGING. (4) 010 TEK SCREWS (TYP.) S4.4 CONT. EA. COURSE STEEL Root= JOIST. REFER TO -ENGINEERED REFER t0 PLAN. STEEL ROOF _/ PLAN. ALUMINUM COMPOSITE (2) COURSE KO. 15LOCK w/ (1) "5_GONT... y , },, • " =: „ 15'-2 1/2 JOIST. REFER TO PANEL AND CONNECTIONS BY DELEGATE ENGINEER EA: COURSE (TYP-) 14 GA. CLIP tit BOTTJMTL. STUD PLAN. 3 5/8", 18 GA. HORIZONTAL ANGLE CONT. L2" x 2" x 16 GA. HORIZ. JOINT REINF. METAL STUD BRACES AT STEEL ROOF JOIST. LOCATED At w/ (2) elm TEK SCREWS At 16" O.C. MAX. PRE-ENGINEERED 48" O.G. MAX. INERT. (TYP.) REFER TO PLAN. EVERY OTHER EA. LEG At EA. STUD. MASONRY WALL. ALUMINUM COMPOSITE VERT. REINF. I WALL SHEATHING. MASONRY WALL. STUD REFER t0 PLAN. PANEL AND CONNECTIONS REFER TO PLAN REFER TO ARCH. (TYP.) UN.O. REFER TO PLAN. j CONT. 3 5/8", IS GA. METAL VERT. REINF. BY DELEGATE ENGINEER 3 5/8", 18 GA. DIAGONAL METAL VERT. REINF. TRACK (TYP.) UN.O. REFER t0 PLAN STUD BRACES At Iro" O.G. MAX. REFER t0 PLAN. (TYP. WHERE SHOWN) HORIZ. JOINT REINF. At 16" O.G. MAX. - 11 j •, 12'-m" 51=CT ION will SECTION BOtT./METAL STUD 2 r� Y �� SCALE: 3/4 = i -m (REFER O RC SECTION / 6 3 � rr � r� SCALE: 3.4 • i -m (REFER TO ARC SECTION I/ 6c) HORIZ. JOINT REINF. At lro O.G. MAX. CONT. L2" x 2" x 16 GA.PARAPET CAP/FLASHING. • w/ (2) Im TEK SCREWS REFER t0 ARCH. l tYP.) EA. LEG At EA. STUD. __ .. .20_ r._m„ . - TOP/MASONRY PARAPET GAP/FLASHING. REFER (1) COURSE K.O. TO ARCH. (TYP.) BLOCK w/ (1) 45 6 PARAPET VERT. REINF. CONT. 3 5/8 " 18 GA. CRACK lm'-m" CONT. S4.4 REFER TO PLAN. , 50TTJPRECAST LINTEL METAL ROOF DECK 14IPANGLE TEA.S REFER t0 PLAN. (2) COURSE (1) A tDA. PRECAST CONC. LINTEL w/ __ _ _ __ _.____ _" COURSE KO. (1) 05 CONT. GROUTED GONT. 3 5/8", IS GA. METAL BLOCK w/ (I) �5 CONT. EA. COURSE _ _ _ _ _........ ..... ... r1 ....... ': TOP/MTL. STUD SOLID. REFER t0 5/$4.2 TRACK (TYP.) UN.O. 15 L4" x 3" x 1/4" (LL.V.) 90' STD. ACI HOOK „ METAL ROOF DECK S4.4 METAL ROOF DECK REFER TO PLAN. WELD TO EA. H.S.S. CONT. L4 x4„ xl/4„ REFER TO PLAN. 16 -Im 1/2„ CONT. 3 5/8", IS GA. ---------- DECKBRG. •TRACK (1)COURSEKO. ------------ ------------- ------------ — BLOCK w/ (1) 05 -__ , GROUTED SOLID. l2) COURSE (1) CONT. L4"x4"xl/4" -- j = `- 16'-8" REFER TO 6164.2. COURSE KO. - ----------- �- -=------- =`= ---- BR�_ BLOCK w/ (I) M5 W' STD. ACI HOOK MASONRY WALL. CONT. EA. COURSE BRIDGING. REFER TO PLAN.15 REFER t0 PLAN. � � � � �, OIL _ _ _ _ _ STEEL ROOF JOIST. BOTTA"i STUD REFER TO PLAN. (4) 010 TEK STEEL ROOF JOIST. MASONRY WALL. REFER t0 PLAN. CONT. L3" x 3" x 1/4" SCREWS (TYP.) REFER t0 PLAN. WELDED t0 JOIST TOP 3 5/8", 18 GA. METAL STUD - BRIDGING. CHORD FRAMING AT 16" O.C. MAX. HORIZ. JOINT REINF. REFER t0 PLAN. H.S.S. 2 1/2" x 2 1/2" x 1/4" (TYP.) UN.O. At 16" O.G. MAX. AT 4'-0" O.G. MAX. CONT. L2" x 2" x 18 GA. SCREWS VREINF. ERt. STEEL BEAM. EACH LEG AT EA STUD. PRECAST CONC. LINTEL REFER TO PLAN. REFER TO PLAN (TYP.) BEAM. REFER TO PLAN 5m• STD. ACI HOOK 12'-m° ' 150TTJLINTEL BEAM STOREFRONT (BY OTHERS) 0 SECTION O SECTION Si 3/4" = r-V" (REFER TO ARCH SECTION 1/A6b) sCALE: 3/4" - i'-on (REFER TO ARCH SECTION/ 6a) METAL STUD FASTENING NOTE-5: (UNLESS NOTED OTHERWISE) I. REFER TO PLAN, DETAILS, AND WALL SECTIONS FOR MINIMUM STUD SIZE. 2. MINIMUM CLIP ANGLE TO BE AS FOLLOWS: 3 5/8" STUDS = L2" x 2" x 14 GA. x 0'-3 5/8" 6" STUDS = L2" x 2" x 14 GA. x 0'-5 3/4" 8" STUDS = L2" x 2" x 14 GA. x 0'-1 3/4" 3. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED TO METAL STUDS WITH MINIMUM (4) 010 TEK SCREWS. 4. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED t0 STRUCTURAL STEEL WITH (3) 0.1454 RAMSET PDF'e. 5. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED t0 CONCRETE AND/OR MASONRY w/ (2) 1/4",0 x 1 3/4" TAPCON SCREWS. 6. CONTINUOUS METAL STUD TRACKS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0.1454 RAMSET PDF'S. At 16" O.G. MAXIMUM. 1. CONTINUOUS METAL STUD TRACKS SHALL BE FASTENED TO CONCRETE AND/OR MASONRY WITH (1) 1/4"0 x 1 3/4" TAPCON SCREWS At 16" O.C. MAXIMUM. S. CONNECT WALL SHEATHING TO METAL STUDS WITH elm TEK SCREWS AT 6" O.G. At PANEL EDGES AND AT 12" O.G. At INTERIOR SUPPORTS. 9. FASTEN METAL TRACK TO EACH METAL STUD WITH (1) 010 TEK SCREW EA. LEG EA- STUD. 10. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MEET OR EXCEED THE STUD GAGE. SEE FASTENING REQUIREMENTS ABOVE. 11. STUD SIZES TO BE VERIFIED BY SPECIALTY ENGINEER AND INCREASED AS REQUIRED. 0 METAL STUD FA6TENI Si NOT TO SCALE GENERAL NOTES: I. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 2. COORDINATE WALL SHEATHING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. 3. THE LIGHT GAGE METAL STUD FRAMING (SIZES, CONFIGURATIONS, DETAILS AND CONNECTIONS) SHOWN ON THE DRAWINGS ARE MINIMUM SIZES AND QUANTITIES TO BE UTILIZED AND ARE FOR ESTIMATING PURPOSES. ALL METAL STUD FRAMING SHALL BE VERIFIED BY THE DELEGATE SPECIALTY ENGINEER AND INCREASED AS REQUIRED. REFER TO STRUCTURAL NOTES SHEET FOR ADDITIONAL INFORMATION. REVISIONS BY c� E= t,00 1e10 o Cd a c O � CD tC 3r 3 Ew a y N in 00 ti ti N 0 0 w A r VT V Zw rnz° PO ` `� _ It cG v r w u r. 41 r- N W�oa 3� Z U Z LL- N p C� Z(n of W �c30 or Z.E- -UJ N� = ai rn ul) OC Z G C-) (' N N� N 1 U_ Z C J N d O N M C M 3 ° J a Q N ° -° w U O W0 L- LL. Q Lv ° O Q M -C o o 00 t L. _ M CL N O J Lt- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: — Job: 09-45 Sheet S3.1 METAL ROOF DECK. - PREFER TO PLAN. 3 5/0", 18 GA. DIAGONAL 5RAGE AT 16" O.G. MAX. 14 GA. CLIP ANGLE - AT EA. STUD CONT. H.SS. 2 1/2" x 2 1/2" x 1/4" 14 GA. CLIP ANGLE - AT EA. BRACE CONT. fE 14 GA. x — 0'-6" w/ (2) e10 TEK SCREWS AT 6" O.C. MAX. -------------------- ---------------------- 211 ------------- ---—-------------------------- — STEEL ROOF JOIST. STEEL BEAM. REFER t0 PLAN. REFER TO PLAN V5RIDGING- REFER TO PLAN. H.S.S. STOREFRONT BEAM. REFER TO PLAN. H.8b. STOREFRONT BEAM. REFER TO PLAN. 4 1(DLWALL,5r=( Se'AI-E: 3/4" ■ 1'-0" REFER t0 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. CONT. 3 5/8", 18 GA. TRACK TOP AND 150TT. k 20-0" TOP/METAL STUD (4) 010 TEK SCREWS (TYP.) 3 5/8 , 18 GA. METAL STUD FRAMING At 16" O.G. MAX. (TYP.) UN.O. _. TOP/STEEL 2"-12 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------- CONT. 1-4" x 4" x 1/4" 2"-12" r r� �- —I/2" END 1E r r '----------- ------ --- 15'-fd"n .. - 50Tt./NSS -H.S.S. STOREFRONT BEAM. (CDORD. w/ ARCH. AND REFER TO PLAN. ALUMINUM PANEL MFR.) CONT. H.S.S. STEEL COLUMN BEYOND. REFER TO PLAN. TOP/HSS (GOORD. w/ ARCH. AND STOREFRONT MFR.) 1/2" ISOLATION JOINT EXTERIOR SLA5. REFER TO ARCH FOR STEP AND SLOPE. �-- (1) 05 CONT. TOP (2) 05 CONT. MOTT. METAL ROOF DECK REFER TO PLAN. CONT. 3 5/8", 16 GA. TRACK H.S,8. 2 1/2" x 2 1/2" x 1/4" 15 At 4'-0" O.G. MAX. _ 8 -4 n = TOP/METAL STUD S4.4 14 GA. CLIP ANGLE AT EVERY STUD 3 5/8", 18 GA. METAL STUD CONT. L4" X 3" X 1/4" I I FRAMING AT 16" O.C. MAX. (L.L.V.) WELD TO H.S.S. (TYP.) U.N.O. _-------- -------------- I TOP/STEEL WALL SHEATHING. REFER TO ARCH. (TYP.) r iC_ (4) 010 TEK SCREWS (TYP.) ------------------------- r,rr- ---------== 50TTAIETAL STUD LSTEEL BEAM. ` CONT. L2" x 2" x 18 GA. REFER TO PLAN. w/ (2) 010 TEK SCREWS At LEG AT EA. STUD. � \� STEEL ROOF JOIST. REFER TO PLAN. i CONT. 3 5/8", 18 GA. TRACK w/ (4) 1 0.145114 PDF'e At EA. HSS. FASTEN CONT. L3" x 3" x 1/4" ( I TRACK TO NESTED STUD w/ MO TEK WELDED TO JOIST. `' I SCREWS At 12" O.C. MAX. EA. LEG. `I CONT. 3 5/8", 18 GA. TRACK w/ (2) CONT. 3 5/8", 18 GA. I I ROWS OF 010 TEK SCREWS AT 12" METAL STUD I O.C. MAX. l J n TOP/SLAB �(..'.!� 4 )(Sail a'��*.if V 4' , 4 �� a Q �� ' a REVISIONS BY 8 U T � � g ra R. o O Q 3 ox � 4. Ui Lu u 00 ti G a boa 1 :y a C� — c 00 Z_W rnz° .ON W C a LLJ :3 o r, Z izL a o 0 VL— a� U� Z(n O 0 W Or ^r `` Lj O o o C C.) COS N C U_ Z C J N � o � ru xL61 Q N U_ -.- •;` o <t Ld v N N Lo o Q M p ao s o � � N O J LIL Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: - Job: 09-45 Sheet S3.2 PARAPET CAP/FLASHING. REFER TO ARCH. (TYP.) (1) COURSE KO. BLOCK w/ (1) 05 CONT. CONT. L3" x 3" x 3/16" WELD TO EA. JOIST. METAL ROOF DECK REFER TO PLAN. W* STD. ACI (2) COURSE KO. — BLOCK w/ (1) 45 CONT. EA. COURSE STEEL ROOF JOIST. REFER TO PLAN._ 1G1 n„ 5 S4.4 (SIM., OPPOSITE) HORIZ. JOINT REINF. At 16" O.G. MAX. VERT. REINF.— REFER TO PLAN 1/2" ISOLATION JOINT (TYP.) W1UF. (TYP.) GROUT ALL CELLS - SOLID BELOW SLAB REFER TO FOUNDATION PLAN/FOOTING SCHEDULE. REFER TO 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. REFER TO 8/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL. TYPICAL NOTES. 20A_O,4 _ 22'-8" TOP/EXIST. PARAPET TOP/MASONRY 10 (FIELD VERIFY) 5 5 S4.4 � � � � � � � CONT. 3 5/8", 18 GA. TRACK METAL ROOF DECK REFER t0 PLAN. CONT. 3 5/8", 18 GA. CRACK w/ PARAPET VERT. REINF. 15 (1) 010 TEK SCREW EA. LEG At 2 1/2" STEEL BEAM CANT. EA. STUD. REFER -TO -PLAN. 14 GA. CLIP ANGLE _-_ - IS'-4" CONT. L3" x 3" x 3/16" 14 18'-4" ou 4 E,4. °8t#D TOP/METAL SCUD S4.2 WELD TO STEEL BEAM S4.2 TOP/METAL STUD 0" CONT. L4" x 3" x 1/4" I 14 GA. CLIP ANGLE JOIST BEARING I (LL.V.) WELD TO EA. JOIST. I I EA. UD3" 'I I' I' 1 CONT. L3 x 3 x 3/16 3 5/8", IS GA. METAL STUD I I �CONT L4"AT x 1/4" 3 5/8", IS GA. METAL STUD WELD TO EA. JOIST. - ' 2 1/2" JOIST TOP CHORD --- - FRAMING AT 16" O.G. MAX. (L.L.V.) WELD t0 EA. FRAMING AT 16" O.G. MAX. EXTENSION I (TYP.) U.N.O. JOIST. (TYP.) U.N.O. Ll fI 8" TOP/STEEL = STEEL BEAM. I TOP/STEEL WALL SHEATHING. REFER t0 ARC> REFER TO (TYP.) UN.O. I I PLAN. 41 (2) COURSE K.O. 1.140 / I I (4) �10 TEK SCREWS (TYP.) _ '. STEEL BEAM. � I (4) 010 TEK SCREWS (TYP.) BLOCK w/ (1) '5 .. REFER TO PLAN. _ A f CONT. EA. COURSE 15'-2 1/2�� - - .: 15'-2 1/211 ;. _-_-. _ -._. _.._ STEEL BEAMNNW _ ._ . _._.__ BOTT./I" iETAL STUD =.:_ BOtT /METAL STUD I. STEEL ROOF REFER TO PLAN. lTi'I ) JOIST. REFER TO CONT. L2" x 2" x 16 GA. ANGLE SPLICE I CONT. L2" x 2" x I6 GA. PLAN. m w/ (2) 010 TEK SCREWS H55 BEAM (TYP.) LOCATION H.S.S. BEAM. I w/ (2) 010 TEK SCREWS I L4"x1 1/2"x14 GA. x 0'-5" EA, LEG At EA. STUD. REFER TO PLAN. 14 GA. CLIP ANGLE AT EA. LEG AT EA. STUD. (LL.V.) CLIP ANGLE w/ (5) 010 TEK SCREWS TO I I EA. MD. METAL STUD AND I I I CONT. L6" X 4" X 5/16" (LL.H.) (3) 0.145" , PDFa TO I I WELD TO H.S,S. BEAM. STEEL BEAM. LOCATE. CLIP ANGLE EA. STUD L6"x4"x5/l6" HSS COLUMN. REFER TO PLAN. I I METAL ROOF DECi�. REFER I (TYP.) (L L H) ITYI?J CONT. L2" x 2" x 16 GA. TO PLAN. (TYP.) U.N.O. I w/ (2) I10 TEK SCREWS I I EA. LEG At EA. STUD. I I CONT. L2" x 2" x 16 GA. r— CONT. 3 5/8", 18 GA. TRACK w/ (4) TYP. w/ (2) MO TEK SCREWS r 0.145 PDF 8 At EA. J015t. 1=A5tEN I I At LEG AT EA. STUD. I TRACK TO NESTED STUD w/ 010 TEK ELEVATION A -A 11'-I1" tOP/H55 11 10 I I SCREWS At 12" O.G. MAX. EA. LEG. (COORD. w/ ARCH.) TOP/METAL STUD — — — CONT. 3 5/8", 18 GA. TRACK w/ (2) H.5.5. BEAM. CONT. 3 5/8�� , I I ROWS OF 010 TEK SCREWS At 12" REFER TO PLAN. I I 18 GA. METAL I O.C. MAX. STUD I I lJ TYP. I I 14 GA. CLIP ANGLE AT I EVERY OTHER STUD. I 211-12" I 3 5/8", 16 GA. METAL STUD BLOCKING TYP. AT 46" O.G. MAX. VERT. LOCATE AT EA. STUD (TYP.) U.N.O. BOTT./HSS ( I 3 5/6", IS GA. METAL STUD (COORD. w/ ARCH.) FRAMING AT Iro" O.C. MAX. (TYP.) U.N.O. 8'-0" BOTT./PRECAST LINTEL PRECAST CONC. LINTEL w/ (1) 45 CONT. GROUTED SOLID. REFER t0 5/54.2 (1) COURSE K.O. BLOCK w/ (1) S GROUTED SOLID. REFER TO 6/94.2. EXTERIOR SLAB. REFER TO ARCH FOR STEP AND SLOPE. 0' -O" TOP/SLAB OWALL 5ECTION 2 WALL 5ECTION SCALE: 3/4" . 1'-0" (REFER TO ARCH SECTION 2/46c) a SCALE: 3/4" . P-0" HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN (TYP.) CONT. 3 5/8, 18 GA. METAL - - TRACK w/ (1) 1/4110 x 1 3/4" TAPCON SCREWS 16" O.G. MAX. AND (1) 010 TEK SCREWS EA. LEG AT STUD. 1/2" ISOLATION JOINT (TYP.) CONT. L6" X 4" X 5/16" (L.L.H.) 2 _12 WELD t0 H.S.S. BEAM. WALL SHEATHING. REFER TO — — — ARCH. (TYP.) U.N.O. (4) 010 TEK SCREWS (TYP.) INDICATES THICK SLAB EDGE BEYOND. THICK SLAB EDGE S INF. TO BE CONT. THROUGH BUMPOUT. INCREASE THICKENED — — — SLAB EDGE I'-&" AT METAL STUD BUMPOUTS. COORDINATE EXTENTS w/ ARCH. 14 GA. CLIP ANGLE AT EA. STUD W�IJF. I SLEEVE PIPE AS � I i 8 4 REQUIRED. q - e / - . REFER TO FOUNDATION PLAN/FOOTING w/ ' SCHEDULE. I e q 4 • ° MINIMUM! MENNEN WOMEN!! ON WIN 3" CLR. I/A6g EXTERIOR SLAB. REFER TO ARCH FOR STEP AND SLOPE. 00 ADD (1) 05 CONT. TOP _A_1_ADD (2) 05 CONT.BOTT. 05 TRANSV. AT 16I O.G. MAX. UI 8 REVISIONS BY 0 V U o Fm ¢ ' 0' a�00.o 3 ox co y C N 0 a €1 r a�: V 16- �� �C v� M LO �n Zw0)z L oN Wa 3� z0 Z LI) -C n o W �v g r Qom= �L.' a, 0 Z � U N N r, :s`i 00 N �a U_ _Z o J It .N U °' � L M _ � M v J � v- v X Q V'! -� W U a� 0 V) LL_ < w H V (D Lo C Q M L o0 00 .t M CL N 0 Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: - Job: 09-45 Sheet S3.3 14 GA. CLIP ANGLE — At EA. STUD (TYP.) CONT. L4" X 3" X 1/4" (LL.v.) WELD TO EA. JOIST. METAL ROOF DECK - REFER TO PLAN. STEEL ROOF JOIST. REFER TO PLAN. CONT. 3 5/8", 18 GA. TRACK TOP AND 5OTT. TOP/METAL STUD 3 5/811, 18 GA. METAL STUD FRAMING AT 16" O.C. MAX, !, (TYP.) U.N.O. TOP/: 1_3" X 3" X 3/16" WELD TO EA. JOIST. REFER TO 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. 2 1/2" JOIST TOP CHORD 10 EXTENSION S4.4 14 GA. CLIP ANGLE AT EA. STUD. CONT. L4" x 3" x 1/4" — M(LL.V.) WELD TO EA. JOIST. STEEL BEAM: REFER t0 PLAN. TYP. M MI I. CONT. L6" x 4" x 5/16" N.S.S. BEAM. x 0-6" (LL.H.) w/ 1/4" REFER TO PLAN. STIFF 1E. STEEL ROOF JOIST. REFER TO PLAN. TYP. 2"-12." CONT. 3 5/8", 18 GA. TRACK 14 GA. CLIP ANGLE At EVERY STUD. TOP/HS8 (COORD. w/ ARCH.) OWALL SECT ION 3GAI_E: 3/4" ■ P-W A ya H.S.S. SEAM. REFER TO PLAN. v 50TT/HSS (COORD. w/ ARCH.) 14 GA. CLIP ANGLE AT EA. STUD. W.WF. —STEEL BEAM. REFER TO PLAN, CONT. 3 5/5", 18 GA. TRACK IS'-4" TOP/METAL STUD 3 5/8", IS GA. METAL STUD FRAMING AT 16" O.C. MAX. (TYP.) U.N.O. 1 16' —811 TOP/STEEL (4) 010 TEK SCREWS (TYP.) t _ 15'-21/211 _ _ ^� 50Tt./METAL STUD 2"-12" TYP. CONT. L2" x 2" x 16 GA. w/ (2) -10 TEK SCREWS At LEG At EA. STUD. 14 GA. CLIP ANGLE AT EA. STUD. CONT. L6" X 4" X 5/16" (LL.H.) WELD TO N.S.S. BEAM. 14 GA. CLIP ANGLE AT EA. STUD. METAL ROOF DECK REFER TO PLAN. (TYP.) U.N.O. II' -10" TOP/METAL STUD (COORD. w/ ARCH.) 3 5/8, " 18 GA. DIAGONAL METAL STUD 5RACES AT I6" O.G. MAX. WALL SHEATHING. REFER TO ARCH. (TYP.) U.N.O. (4) 10 TEK SCREWS (TYP.) BOTT./METAL STUD (COORD. w/ ARCH.) CONT. L2" x 2" x 16 GA. (TYP. At CORNERS) w/ (2) 010 TEK SCREWS EA. LEG AT EA. STUD. \_3 5/8", 18 GA. METAL STUDS AT 16" O.C. MAX. (TYP.) U.N.O. CONT. 1_6" x 4" x 5/16" (LL.H.) WELD TO H.S.S. BEAM. 1/2" ISOLATION JOINT (TYP.) EXTERIOR SLA5. REFER TO ARCH FOR STEP AND SLOPE. (1) 45 CONT. TOP (2) «5 CONT. 50TT. 0'-0" OP/SLAB REFER TO 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. 22'-8" TOP/EXIST. PARAPET 8 S4.4 CONT. 3 5/8", 18 GA. TRACK 2 1/2" JOIST TOP CHORD 10 EXTENSION S4A 14 GA. CLIP ANGLE — CONT. L3" x 3" x 3/16" AT EA. STUD. x WELD t0 EA. JOIST. CONT. L4" x 3" 1/4" 3 5/8", 18 GA. METAL STUD �(LLv.) WELD t0 EA. I FRAMING At 16" O.C. MAX. JOIST. .... I (TYP.) U.N.O. L6"x6"x5/16"x1'-0" w/ I/4" STIFF P_ ATTACH TO EXISTING FULLY GROUTED MASONRY H,S$, BEAM. w/ (2) 3/4" HILtI HIT HY150 REFER t0 PLAN, ADHESIVE ANCHORS, 6 3/4" EM5ED. GROUT STEEL ROOF JOIST. EXISTING MASONRY SOLID REFER TO PLAN. AREQUIRED. \ / TYP. CONT. 3 5/8", 16 GA. - METAL TRACK (TYP.) TOP/HSS (COORD. w/ ARCH.) II HhZ. SEAM. REFER TO PLAN. , v 5OTT./HSS (COORD. w/ ARCH.) 14 GA. CLIP ANGLE AT EA. STUD. HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN (TYP.) 1/2" ISOLATION JOINT W.WF. OWALL 5EGTION SCALE: 3/4" . V-0" (REFER TO ARCH SECTION I/A6e3 2"-12 TYP. \—CONT. L2" x 2" x 16 GA. w/ (2) 010 TEK SCREWS EA, LEG At EA. STUD. -14 GA. CLIP ANGLE AT EA. STUD. -CONT. 1_6" X 4" X 5/16" (LL.HJ WELD TO H.S.S. BEAM. -14 GA. CLIP ANGLE AT EA. STUD. -METAL ROOF DECK REFER TO PLAN. (TYP.) U.N.O. I1' -10" TOP/METAL STUD (COORD. w/ ARCH.) -3 5/8", 18 GA. DIAGONAL METAL STUD BRACES AT 16" O.G. MAX. -WALL SHEATHING. REFER TO ARCH. (TYP.) U.N.O. -(4) 010 TEK SCREWS (TYP.) S'-1 1/2" OL SOTT./METAL STUD (COORD. w/ ARCH.) —CONT. L2" x 2" x 18 GA. (TYP. At OUTSIDE CORNERS) w/ (2) 010 TEK SCREWS EA. LEG At EA. STUD. -3 5/8", 18 GA. METAL STUDS At 16" O.C. MAX. (TYP.) U.N.O. -CONT. L6" x 4" x 5/16" (LL.H.) WELD TO N.S.S. BEAM. 1/2" ISOLATION JOINT EXTERIOR SLA5. REFER TO ARCH FOR STEP AND SLOPE. (1) S CONT. TOP (2) 05 CONT. 5OTT. REVISIONS BY r� 0 U aN+ U m so old 0 U w Y ' p U CD Q E to-0Cn Q � � 3 Y 3 ~ 3 c E �o M ti N 0 a C 4 'o I Zw mz �� t L� Cd v r' w cv v W :3 Oa 3� Z 0 LJi ( X (> p Z(n O� cr 0 W CUM �0) 0 cyl ;LO i z O +- � U CD N C o C110- C) Z C J N U °' LO LO v J v M Cr v w Q U U_ -•- •� v o N0 L. LL_ a W v N U-) s O Q M L o p CO s OL_ N O _1 L_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: — Job: 09-45 Sheet S3*4 CTION 1/ HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN (TYP.) 1/2" ISOLATION JOINT Wmr-, RW:ER TO 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. CONT. 3 5/8" MET TRACK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_ — —CONT. L4" x 4" x 1/411 w/ 3/4"0 HILTI-HIT HYI50 ADHESIVE ANCHORS AT 24" O.C. MAX. IN GROUTED MAS., 1'0 3/4" EMBED- ----------------------- I I —I ------------------------ ---------� FULLY GROUTED MASONRY. FIELD VERIFY AND GROUT SOLID AS REQUIRED. II 5RIDGING. REFER TO PLAN. 3 5/8", 18 GA. METAL STUD FRAMING AT 16" O.G. MAX. (TYP.) U.N.O. CONT. 3 5/8", IS GA. METAL TRACK HSS fo "x6 "xl/4" 12'-0" BOTT./HSS (COORD. w/ ARCH.) CONT. 3 5/8", 1S GA. METAL TRACK ,im.23'-411 TOP/STEEL (COORDINATE w/ ARCH.) CONT. L2" x 2" x 16 GA.= (TYP. AT CORNERS) w/ (2) 010 TEK SCREWS EA. LEG AT EA. STUD. (4) 010 TEK I I SCREWS (TYP.) I I I 14 GA. CL IF ANGLE::y I I AT EA. STUD CONT. IE 14 GA. x0'-6" 11 " " ._...._... w/ (2) ROWS OF 010 HSS 6 x4 x3/8 (L.S.V.) TEKS SCREWS At 12" O.C. MAX. CONT. 3 5/8", 18 GA. — METAL TRACK HSS 2 1/2114 1/2"x 1/4" AT 4'-0" O.C. MAX. 15 S4.4 --------- ----- STEEL ROOF JOIST STEEL BEAM. J REFER TO PLAN. (TYP.). REFER TO PLAN. 6 "x6 "xl/4" CONT. 3 5/S" 16 GA. METAL TRACK TOP AND 5OTT. ,3 5/8", 18 GA. METAL STUD FRAMING AT 16" O.C. MAX. (TYP.) U.N.O. CONT. 3 5/8", 18 GA. METAL TRACK ,mN 23'-4" v TOP/METAL STUD GONT. L2" x 2" x 16 GA.� (TYP. AT CORNERS) w/ (2) 010 TEK SCREWS EA. LEG AT EA. STUD. 14 GA. CLIP ANGLE AT EA. STUD CONT. 3 5/8", 18 GA. METAL TRACK 14 GA. CLIP ANGLE - AT EA. STUD IS'-3 5/8" 1..i LISM 50TT.METAL STUD ••'�' CONT, L3" x 3" x 1/411 ` WELDED TO JOIST. ou 23'-4" TOP/STEEL (COORDINATE w/ ARCH.) STIFF fE 1/4" EA. — FACE METAL ROOF DECK REFER TO PLAN. `—STEEL BEAM. REFER t0 PLAN. 1/2" ISOLATION JOINT (TYP.) EXTERIOR SLA5. REFER TO ARCH FOR STEP AND SLOPE. — n a A44- tit a y n 73 y ". S CONT. TOP (1) S CC T. e • 4 BOTT. 811 (2) 45 CONT. 5OTT. QWALL 5ECTIOil SCALE: 3/4" ■ I'-&' STEEL BEAM. — REFER TO PLAN. 1/2" ISOLATION JOINT (TYP.) METAL STUD FRAMING—/ NOT SHOWN FOR CLARITY. REFER TO FULL WALL SECTION AND SECTION AT FULL HEIGHT SIGN FOR ADDITIONAL INFORMATION. I8'-3 5/8" 50TTJSTEEL (COORDINATE w/ ARCH.) 1 SHIM IE 1/4" FULLY WELDED L2 1/2 11X2 1/2 "X 1/411 DIAGONAL BRIDGING ll-EA. FACE OF STIFF fR) SECTION AT 8MB COLLM 6 "x& "xl/4" CONT. 3 5/8" 18 GA. METAL TRACK TOP AND 50TT. 3 5/8", IS GA. METAL STUD FRAMING AT 16" O.G. MAX. (TYP.) U.N.O. HSS 6 "x6 "xl/4" METAL ROOF DECK REFER TO PLAN. H.S.S. 2 1/211 x 2 1/211 x 1/4" AT 4`-0" O.G. MAX. 14 GA. CLIP ANGLE At EA, STUD CONT:.L4" x 3" x 1/411 (L.L.V.) WELD TO EA. JOIST. CONT. 3 5/0", 18 GA. METAL STUD 6 "x& "xl/4" TYP. HSS 6 "x& "xl/4" STU5 COLUMN. 6 "x& "xl/4" TYP. STIFF IE 1/4" EA, FACE STEEL BEAM. REFER TO PLAN. CONT, 3 5/8", 1S GA. TRACK TOP/METAL STUD I I: 3 5/8", 18 GA. METAL STUD FRAMING AT 16" O.C. MAX. (TYP.) U.N.O. 16'-811 TOP/STEEL - 3 5/8", 18 GA. DIAGONAL METAL STUD BRACES AT 16" O.G. MAX. - (4) 010 TEK SCREWS (TYP.) OIL BOTT./METAL STUD CONT. L2" x 2" x 16 GA, w/ (2) 010 TEK SCREWS EA. LEG AT EA. STUD. CONT. 3 5/6", IS GA. TRACK w/ (4) 0,14511-0 POF'a AT EA. HSS FASTEN TRACK TO NESTED STUD w/ 010 TEK SCREWS At 12" O.G. MAX. EA. LEG. CONT. 3 5/8", 16 GA. TRACK w/ (2) ROWS OF 010 TEK SCREWS AT 12" O.C. MAX. 0' -011 TOP/SEAS REVISIONS BY 1 c� f; 0 v U Y U RI V � E C) co �xE " N M — U R cd o ¢a�to 0-Cq 3 X 3 ox co Eon y N M ti Ib ti N 0 a 1� a, uWM MIN: T Z Q torn � LL- Lr) Zw0)Z �t CG t` Li L a) N W-j Za v 3� ZU li a�5io V" LQ c U1i O 0 W CY)U :2 o r ^; Qom' 1i`'i �rn `du) :3 s zgPO c 0 FLU 1� N� U_ Z O Nt to � ° M ° J � � v x Q N m 0 N i LL. Q LLI ° LO 0 Q M i 0 °° t Oa L. M m (L N 0 Lr _ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: — Job: 09-45 Sheet S3*5 HSS 2 1/2 '14 1/2 "xl/4" AT 4'-0" O.G. MAX. REFER TO 15/54.4. 16'-8" 'TOP/MASONRY W' STD. ACI HOOK---/ (TYP.) (2) COURSE K.O. BLOCK w/ (1) IS CONT. EA. COURSE (TYP.) VERT. REINF. (TYP.) REFER TO PLAN. HORIZONTAL JOINT REINF. At 16" O.G. (TYP.) GROUT VOID SOLID — BETWEEN TOP/FTG. AND TOP/SLA5 (TYP.) CONT. 1/2" ISOLATION — JOINT (TYP.) EXTERIOR SLAB. REFER TO ARCH FOR STEP AND SLOPE. I� uJ GROUT ALL CELLS j SOLID BELOW SLAB (TYP.) 25'-4" TOP/ IASONRY Wo STD. ACI HOOK (TYP.) (2) COURSE (1) COURSE K.O. BLOCK w/ (1) •5 CONT. EA. COURSE (TYP.) CONT. HSS 2 1/2"x2 1/2"xl/4" WELDED TO STEEL BEAM w/ 3/4"0 HILTI HIT HYI50 ADHESIVE ANCHORS AT 4" FROM EDGE OF MASONRY COL. AND I&" O.C. MAX. FIELD (3 MIN. PER COL.) CANT. FROM EDGE OF MASONRY AS REQUIRED t0 SUPPORT EDGE ANGLE AT PARAPET. METAL ROOF DECK REFER t0 PLAN. rT- L HSS 2 1/2 "x2 1/2 "A/4" LOCATED FLUSH TO EDGE OF MASONRY. STEEL BEAM CONNECTION. REFER TO 12/642. (TYP.) UN.O. °d A A 4° 4. ° ° d •� 4 ° d. 4 e 4 d A e 4° ° (2) COURSE KO. BLOCK w/ (1) 05 CONT. EA. COURSE 14 GA. CLIP — ANGLE LOCATED AT EVERY OTHER STUD 3 5/8", IS GA. METAL STUD FRAMING AT 16" O.C. MAX. METAL ROOF DECK REFER TO PLAN. (TYP.) U.N.O. CONT, 3 5/8", 18 GA. METAL TRACK (TYP.) U.N.O. METAL ROOF DECK REFER TO PLAN. CONT. 3 5/8", 18 GA. TRACK TOP/MTL. STUD GONt. L3 X 3 X 14 GA. w/ (2) W TEK SCREW EA, LEG AT EA, STUD AND (1) ROW 1/4"0 1 3/4" TAPCON SCREWS AT 12" O.C. MAX. AT MASONRY WALL. ALUMINUM PANEL AND CONNECTIONS BY DELEGATE ENGINEER (4) 010 TEK SCREWS (TYP.) lr7I " BOTT./MTL U1/2" ST 3 5/6", 16 GA. METAL STUD FRAMING At I6" O.C. MAX. (TYP.) U.N.O. CONT. L2" x 2" x 16 GA. w/ (2) 010 TEK SCREWS EA. LEG AT EA. STUD. 3 5/8", 18 GA. METAL STUD DIAGONAL 5RACE AT 16" O.C. MAX. (ALTERNATE DIRECTION EVERY OTHER STUD.) CONT. 3 5/811, 18 GA. METAL TRACK (TYP.) UND. ■■I■■ onion Nmairm — e 4 e ., • d ° ° d (I) 05 CONT, BOTT. 7 A, d ° - d 4 A , 4 ° e REFER TO 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. :I e to Lu d) — — CONT. 3 5/811, IS GA. TRACK w/ (4) 1 0.145110 POPe AT EA. JOIST. FASTEN I TRACK TO NESTED STUD w/ 010 TEK I I SCREWS AT 12" O.C. MAX. EA. LEG. CONT. 3 5/5", IS GA. TRACK w/ (2) CONT. 3 5/8", 18 GA. I I ROWS OF 010 TEK SCREWS At 1211 METAL STUD I O.G. MAX. CONT. 3 5/811, 18 GA. TRACK 18' 4" -A 14 GA. CLIP ANGLE tOP/METAL SCUD METAL ROOF DECK AT EA. STUD REFER TO PLAN. CONT. L4" x 3" x 1/411 I 3 5/8", 18 GA. METAL STUD fL'j..) WELD t0 EA. ( FRAMING AT I6" O.C. MAX. JOIST — _ I (TYP.) U.N.O. 05L. ANGEL BEAM - TOP/STEEL CONNECTION. REFER TO - • • 3 5/8", IS GA. DIAGONAL It STEEL BEAM. REFER TO PLAN. STIFF tE 1/411 STEEL BEAM. REFER TO PLAN. NJF TOP/MASONRY CONT. L2" x 2" x 16 GA. w/ (2) MO TEK SCREWS EA. LEG AT EA. STUD. 16" DEEP CONC. CAP w/ (2) 05 CONT. TOP AND SOTT. AND «5 TRANSV. AT 8" O.G. MAX TOP AND BOTT. 3 5/5", IS GA. METAL STUDS AT 16" O.G. MAX. (TYP.) U.N.O. CONT. 3 5/8", 18 GA. METAL TRACK (4) 010 TEK SCREWS (TYP.) VERT. REINF. (TYP.) REFER TO PLAN. HORIZONTAL JOINT RE INF. At 16" O.G. droll WIDE) 3 5/8", 18 GA. HORIZONTAL - METAL STUD BRACES At 48" O.G. MAX. VERT. (TYP.) CONT. 3 5/8, 18 GA. METAL TRACK 05 CONT. TOP AND 50TT. - W.WF.-------\ GROUT ALL CELLS — SOLID BELOW SLAB (TYP.) pu irl 1 5RACE At 32" O.C. MAX. I (4) 010 TEK SCREWS (TYP.) I 15'-21/211 BOTT./METAL STUD I CONT. L2" x 2" x I6 GA. w/ (2) e10 TEK SCREWS EA. LEG AT EA. STUD. 2 1/2" DEEP BEAM CANT. JOIST TOP CHORD EXTENSION. REFER TO 14/942. W* STD. ACI HOOK (TYP.) IZ a r ° ° 4 ° 4'V 4 c e _ L4-. _4 d ° REFER TO FOUNDATION REFER TO FOUNDATION PLAN/FOOTING 3" CLR. U PLAN/FOOTING 311 CLR. U SCHEDULE (TYP.) SCHEDULE (TYP.) O WALL 5ECTION � WALL SECTION SCALE: 3i4" • F-0" (REFER TO ARCH SECTION 2/A6J) SCALE. 3/4" - P-0" (REFER TO ARCH SECTION 1/A6j) REFER TO 14/642 FOR STEEL BEAM CANT. 2"-1211 I L4" x 3" x 1/4"x 2'-011 (L.L.VJ •I EMBED to 3/4"xl2'xl'-0" I I w/ (5) 3/4"Ox6" WELDED HEADED STUDS I• • I l 1 • .� 211 `_ _ �- • (TYP.) N CONT. 1/2" ISOLATION JOINT (TYP.) W.Wr-. (TYP.) 0'-0" 4 TOP/SLAB SLEEVE PIPE AS REQUIRED REVISIONS BY G1 � z In �� Z1-71 wO CG r w _ L''� -✓ N 3_ Z U Z LJi a�i o V L Q C C> u- Z(/)C;s 0 o� Z L-Liw N� = N 0) O o o mLC.) 0 1N cn r- 0 ^a U_ Z C N d' Lr) C M � ° J Q- a Q N ° 0 N i Q W ° -° v� N� 0 Q M _ 0 a0 r 00 M 0. � � N N 0 Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: — Job: 09-45 Sheet S3.6 An _HSS 6"x6"xI14" 221-81, TOP/HSS II METAL ROOF: DECK REFER To PLAN. (TYP.) UN.O. 20' 411 TOP/METAL STUp —CONT. 6", 18 GA. TR,4CK. An. TOP/METAL STUD II II METAL ROOF DECK REFER TO I I PLAN. (TYP.) UN.O. I 201-411 TOPAIETAL STUD REFER TO 5/93.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. TOP/EXISTING TOP/EXISTING PARAPET I I PARAPET --WALL SHEATHING. REFER TO ARC-H. (TYP.) UN.O. CONT. 3 5/8", 18 GA. TRACK. II CONT. 3 5/5", 18 GA. METAL SLIP TRACK. 3 5/8", 10 GA. HORIZONTAL MEAL STUD BRACES AT 48"TO.C. MAX. VERT. (YP.) LOCATE AT EA. METAL STUD. EXISTING REINFORCED (2) COURSE K.O. BLOCK FULLY GROUTED. G.C. FIELD VERIFY AND NOTIFY ARCWJENG. OF ANY DISCREPANCIES. I/2"x8"xI'-0" (L.S.W.) wl (2) 3/411# (4) 010 TEK WILTI HIT-HY50 ADHESIVE ANCWRS, SCREWS (TYP.) 3/411 EMIBEP. IS GA. METAL STUD FRAMING HSS &11x&"xI14" At 190 O.C. MAX. I WATCH INDICATES 151-01, EXISTING CONSTRUCTION ----- — ----------TOP/HSS TO REMAIN (TYP.) ------- ------ 14 GA. CLIP ANGLE AT -HATCH INDICATES EA. STUD. EXISTING CONSTRUCTION I I TO REMAIN (TYP.) I I METAL ROOF DECK r-;R TO PLAN. T UN.O. ..... ..... . ........ TOP/METAL STUD *-W r HSS 6"x6"xI14" II II ............... . ..... .... ........... . . ....... 50TT./METAL STUD IS241-011 TOP/METAL STUD ro", 18 GA. METAL STUDS AT 16" O.C. MAX. \ 3 5/5", 15 GA. ro L METAL STUD CONT. ", 18 GA. TRACK I DIAGONAAT _CONT. L2" x 2" x 15 GA. I BRACES 16" O.C. CONT. 3 5/8", 18 GA. METAL HSS 6"x6"xI14" (TYP. AT OUTSIDE CORNERS) I MAX. TRACK (TYP.) UN.O. w/ (2) 010 TEK SCREWS METAL ROOF DECK EACH LEG AT EA. STUD. REFER TO PLAN. (TYP.) UN.O. WALL SHEATHING. REFER TO ARCH. (TYP.) UN.O. 14 GA. CLIP AW-2 LE II v AT EA. BRACE. II 2o'-411 CONT. 3 5/8", 18 GA. METAL E TOP/EXIST. PARAPET TRACK w/ (1) 1/44 x 1 3/411 TAPCON SCREWS Iro" O.C. MAX. AND (1) 010 TEK SCREWS EA. LEG AT STUD. (TYP.) U.N.O. (4) 010 TEK SCREWS (TYP.) II (4) 010 TEK SCREWS (TYP.) 3 5/8", la GA. HORIZONTAL METAL STUD BRACES AT EA. METAL STUD. .3 5/6", 18 GA. HORIZONTAL METAL STUD BRACES AT 49" O.C. MAX. VERT. (TYP.) LOCATE AT EA. METAL STUD. 1/2" ISOLATION II JOINT Co", 19 GA. STUD, I CONT. ro 15 GA. METAL FRAMING ATMETA161,L O.C. I CONT. ro", 18 GA. TRACK. MAX, I METAL TRACK 1/2" ISOLATION JOINT CONT. 3 r7/6", 113 GA. METAL TRACK HSS 6"x6"xI/4" W.Wr_. 01-011 TOP/SLAB z 12'-2 3/5" A-W BOTT./METAL STUD x CONT. 3 5/8", 16 GA. METAL TRACK COLUMN FOOTING BEYOND. WATCH INDICATES REFER TO FOUNDATION EXISTING CONSTRUCTION PLAN/FOOTING SCHEDULE. TO REMAIN (TYP.) V6 o WALL 6ECTION WALL SECT' ION WALL SECT ION WALE: 3/411 a 11-001 (REFER TO ARCH SECTION 21A6k) SCALE. 3/4" is P-0" (REFER TO ARCH SECTION IlArok) &C-ALE. 3/4" a P-O" (REFER TO ARCH SECTION 1146h) REVISIONS BY w. -0 E �5 E4 C- M < E > < cm cn U. _-D t-- C. CV) cc ti 12" r6a ............. M..... . . . . . . . . . Lo W C) K) (P 0 r , r- 4 0 00Z L0 _J to LAJ (3) L. Lo I- ce- Lj L:� L.LJ C� LLJ vN 0 LL_ W X 2Uli L_ C 4-1 Ci 0 ;z(n .= LLJ (-) 0 re 0 __ L-LJ Ld 0) CO o L0 C: 0 C-) IF C14 cn C C: 0 �0200"_) 0 C14 't .0 U-) C _J x < V) LLJ (D 0 V) < Li m vi Ln 0 CL 0() 0 CL 0 _J LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: - Job: 09-45 Sheet S3.7 REFER TO 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. COMPOSITE ALUMINUM PANELS AND CONNECTIONS BY DELEGATE ENGINEER i HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN (TYP.) METAL ROOF: DECK REFER TO PLAN. (TYP.) UNA. CONT. L2" x 2" x 18 GA. w/ (2) 010 TEK SCREWS EA. LEG AT EA. STUD. TOP/METAL STUD (COORD. w/ ARCH.) II 3 5/8", 18 GA. METAL STUDS AT 16" O.C. MAX. (TYP.) UN.O. I I. I I' CONT. 3 5/8", 18 GA. METAL TRACK. WALL SHEATHING. REFER TO ARCH. (TYP.) UNA. II II (4) MO TEK I SCREWS (TYP.) II II 3 5/8", IS GA. HORIZONTAL METAL STUD BRACES AT 48" O.C. MAX. PERT. (TYP.) II 1/2" ISOLATION JOINT CONT. 3 5/8", 16 GA. METAL TRACK I( uJ WALL 6ECTION II II w.w.F. I a SCALE: 3/4" - I'-m" (REFER TO ARCH SECTION 3/A6k) REVISIONS BY 8 U i� �d O GL Q t" b �. �z E w p U tD Q E Q 3 ox � E�� � C N ti Cv Cv 0 0 a ....... ..I1, . .. Y V L- (D tor- z `J`L0 !z?"at r W �+ N Lu 1- 63 � Z vZ-i v x a� 0 V2 ZcV) 0 0 W a� cy, Z LL.w� = v �+ � O =o o �U ON N I� LC-'N 0 0 Z c J � •y (� LO L M c � M o J Cr x Q N v W U z O U i LL. Q W v y LO .2 Q M Q >- O 00 _ M � L.0 (L N 0 J L.i Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: — Job: 09-45 Sheet S3.8 n EXTERIOR CONSTRUCTION JOINT TO BE USED p • AT CONTRACTOR'S OPTION At z ANY CONTROL JOINT LOCATION 1 I/2" INTERIOR (1) S TRANS. PRIMARY BARS. I - MASONRY WALL. w PLAN VIEW (2) 3 x 2'-6" At 1� 1 _ _ `_- - - �- I ) I REFER t0 PLAN. MID -DEPTH OF SLAB AT � d ONGREtE FOOTIN I I OR THICKENED SLAB I ( EDGE ( I° f �� 1/2 ISOLATION JOINT VERT REINF. OPENING/RE-ENTRANT CORNER TYP. INTERIOR EXTERIOR DOOR/WINDOW REFER t0 PLAN. CONSTRUCTION JOINT DETAILJOINT 1/2 " ON z -l�--'-- -=-- - $ U m REINFORCIANG At 16" O.G. SOP/SLAB JOIN SIDE �� 0 3/16 SAW -GUT JOINT CUT � � FILL JOINT WITH AS SOON AS POSSIBLE LIQUID SEALER AFTER TROWELLING X I I I I, I �' 0 T - r = - - - - = --� - �- - - - I Q U- 11) 05 CONT. Wlup. 1/4 THICKNESS OF SLAB z _ e �, �_I M .�--- -' I I `------- - - - - - ---- - --- -- GROUT ALL CELLS SOLID BELOW SLAB = 0 W SLAB I I =1 1=III=1 I" TYP. N D. 30 BAR0 N ' 0. LAP SPICE TYP. tu 30 BAR 0 LAP 30 BAR 0 LAP MATCH SIZE AND _. _ 2'-0" MIN. 2'-0" MIN. • • i SPACING OF FOOTING - O REINFORCING. 1 CORNER SPLICE BARS TO BE SAME SIZE AND QUANTITY AS - - p/ - g. CUT NOTE T EVERY OTHER PRIMARY BARS. REFER TO GROUT ALL WIRE AT JOINT. 1. GUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE STD AGI 90' HOOK 1 — _- — — —i I I I�� -"'- FOUNDATION PLAN/ �� g GLR FOOTING SCHEDULE. U - + • • CELLS SOLID (MUST BE WITHIN 12 HOURS OF CONCRETE PLACEMENT), 1'_0�� —I e. -1 BELOW SLAB. 2. HAND TOOL JOINT TO FACE OF WALL WHERE SAW DOES TYPICAL INTERSECTION OF CORNER BARS QC NOT REACH. 3. PLACE REINFORCING AT MID -DEPTH FOR SLABS LESS AT CONTINUOUS FOOTINGS/THICKENEO SLAB EDGE U 3" CLR FOOTING, REFER TO SCHEDULE THAN 5" THICK. PLACE REINFORCING 1/3 SLAB DEPTH (A (FROM TOP) FOR SLABS 5" THICK OR GREATER CONTROL JOINT DETAIL 1 CONSTRUCTION /CONTROL JOINT 2 sTPPD FooTING 3 TYPICAL coRNR DI=TAIL 4)�TRIOR UJALL FooTING scTION_ t0SCALE LE: 3/4 I -0 ,„E0NOt SCALE: 3/4 1 -0 EXISTING. NEW SEE SGHED.er 11/2" eK 11/2" W SEE 11/2" SCHEDUL 11/2" - EXISTING MASONRY WALL. REFER t0 PLAN - _ _ W/2 W/2 --- --- , J Q I- MASONRY WALL. FOR EXTENTS 01 WALL TO BE SAW AND W Ll 1 — I I I w/ F11554-GEE R36 ANCHOR REFER TO PLAN. -GUT IN - - � - - - - - - - - - - - - RODS w/ LEVELING NUTS. REMOVED. COORD. w/ --- - -- REFER TO SCHEDULE. ARCH. - - ' ° BASE 1E w/ (4) I% I VERT. REINF. REFER to PLAN „ I/2 ISOLATION _ F1554-GR36 ANCHOR � RODS w/ LEVELING NUTS. -� 11/2" EXPANSION U! `- SAW -CUT I C ' 1/2" ISOLATION JOINT. REFER t0 S H U E. JOINT MATERIAL JOINTS I I i HSS COLUMN. JOINT EACH SIDE I I SECONDARY CONCRETE I � I J REFER TO PLAN W.U1F. HORIZONTAL JOINT WlUF. HSS COLUMN. POUR REFER TO S/S4.1 I I I I I I I/2 ISOLATION JOINT REINF. At 16" O.C. EXIST. SLAB -ON -GRADE REFER TO PLAN. I I I I 1/2" COL. ISOLATION I I I � I TYP. SEE PLAN SEE PLAN W.W.F.IOR �� i I i JOINT 3 GLR. I I I C.J.JI I I w.wF. I SLAB%SIDEWALK. REFER t0 ARCH. TOP/ SLA i --- - - --- — -� I I a -i 17- I i I. z — __�--�-- 1 1/2" NZ. GROUT W�, I j" ( I I I . -1 1/2 N.S. !aR =I I i i I I I S ONDARY u1 :.... :.;....,.. III I • w Q I I I rFOUR:. 11 r I _ r l 1 1 I UI I ,1 I W °. • I I • 4 I• C W a 40 - a q a • _ I— I —I I —I I I- -l^U ° a._ °.° as a REFER TO -t U EXISTING FOOTING _ q • III FOUNDATION PLAN/ 3" CLR BASE PLATE °a °a a A% a . = FOOTING SCHEDULE. m REFER TO FOUNDATION 3" CLR Hss COLUMN. — - III- — II"- PLAN/FOOTING A� SCHEDULE -1 REFER TO PLAN. _ — REFER TO FOUNDATION -I -III = _- PLAN/FOOTING I I I I U p 1E 1/8" x 3" x 3" TYP- m tq SCHEDULEEl I I:=III=III=III=III=III I I( 1 1 111-1 I 1-111. III III—III=III b I —� IE 116" x 3" x 3" TYP. I �=III—III= I=I I 1-9 II1I- INTERIOR WALL FOOTING 6 DETAIL I-Iss COLUMN FOOTING CAL COLUMN FOOTING - PLAN �5:� SECTION 1 0 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = I'-0" 3/4" = 1'-0" SCALE: 3/4" = I'-0" SEE SCHED. 1 1/2" 1 1/2" GROUT (2) CELLS SOLID TYP. UN.O. GROUT (2) CELLS SOLID REFER t0 PLAN FOR AT EXISTING CONSTRUCTION P EXP. JT. VERT. REINF. IN FULLY GROUTED CELL. I I - REMOVE AND RECONSTRUCT t '' - r I j k r I r r I -- I I I `r r -- -- - - I REINFORCED MASONRY CELL LOCATIONS TYP. U.N.O. (WERE APPLICABLE). REFER TO PLAN FOR REQUIRING EXISTING LOCATIONS REFER t0 PLAN - - - - EXISTING MASONRY ABOVE NEW OPENING A5 REQ'D. FOR STABILITY I i I I I; I t ►;' I I a lI I 'L__._ HORIZ. JOINT REINF. At 16" O.C. MASONRY CELLS TO BE REINFORCED w/ REINF. IN A _ o BASE M (SEE SCHEDULE) DURING PRECAST LINTEL INSTALLATION. "TOOTH" NEW I I 11 ' 1 I I I I I I r ' - _ll- Iit; r I..� FU LY GROU TED CELL. w/ (4) 3/4 0 HILTI MA50NRY INTO EXISTING RUNNING J� EXISTING MASONRY _ - I HIT-HY150 ADHESIVE BOND CONSTRUCTION. LAP NEW �� I, .I I I . I,.! �[ r r r 11 k WALL. REFER TO 14/S4.1 AND PLAN FOR - HSS COLUMN. REFER TO PLAN. - I ANCHORS w/ LEVELING NUTS, 5" EMBED. HORIZ. JOINT REINF. At 16 O.C. w/ EXIST. I •. : •: • N i I I REINFORGED/FULLY VERIFY J� i I i :a , ., :: :.:; GROUTED CELL LOCATIONS. _ - 3" GLR i SECONDARY CONCRETE �� I I 1/2 ISOLATION POUR REFER TO 9/54.1 -- i I i JOINT EXIST. SLAB I I I ''� �� I. E. I I -ON -GRADE. t I t W.W.F. i i i I SAW Cut AS REQUIRED. PRECAST CONC. LINTEL w/ 6" MIN. BRG. EACH END. REFER TO 1/S42 1 l DRILL AND EPDXY (3) 05 x 2'-4" BAR 1E I 1 -- � I -t I I r.. I I 77- I t I I I i'3x1'-6"AT16"O.G. EXISTING - "--1- -IF--:: FOOLING. f 3 i i i i U 1 1/2" N.S. GROUT = GROUT SOLID (2) CELLS I I :i ..�� --- I 1 I' I I < EPDXY INTO DRILLINTO EXISTING CONSTR. I � ADJACENT TO EACH 51DE OF I I r I :r r (6" EMB D) r I OPENING. SEE PLAN FOR VERT, I I I II u N REINF. WHERE INDICATED VERIFY EXISTING 1 S F_ r I r r � k I MAX. r kj l I I I I I I FOOTING U MIN. u u 0 PATCH FLOOR SLAB AS I I I r = NEW FtG. REFER t0 PLAN FOR -- = Q REQUIRED. i I I I REINFORCING NEW FOOTING AUGMENTATION EA. " 3 CLR REFER t0 ARCH. FLOOR I , j�///j//////� CLEAN EXIST. SURFACE OF DEBRIS AND APPLY A SIDE. REFER TO PLAN- �_ �� aJ 2 0 U PLAN FOR OPENING SIZE / NEW MASONRY IN -FILL EXISTING MASONRY CONSTRUCTION CHEMICAL BONDING AGENT EXIST. FOOTING. `r AND LOCATION. TYP. 11 sEcTION SECTION 12 SCALE: 3/4" 1'-0" NEW DOOR�,UINDOW OPENING - ELEVATION 13 TYPICAL MAsoNRY IN -FILL 14 SCALE: 3/4" ■ ,'-0" DETAIL SCALE: I/2" I'-0" REVISIONS BY ADDENDUM 1 2/4/11 REV. 2 - 3/I8/11 CLIEW/CONTRACTOR REVIs1" 6) cd E N h o Q 6 ti o 46�w Eo` �Cti 00 o, tT .,I'm 4 a w :... d Z V CO — M rn 1000 c I �� ZW yZ v DC v rw L oN Lu za 3� 5 Zc_ ox UI� Z i/i Ci W Q'C30� or Z LL_wLI) ;:rn g ul o o �U N N� :53o a U Z N c J I-* 'O U O In N o v J v- Q N v W U �- O U m L < w N W�L_ a 0 M O _ L CL N 0 Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: Job: 09-45 Sheet S4* 1 COORDINATE LOCATION WITH ARCHITECTURAL ELEVATIONS / STUCCO JOINTS. MAX. SPACING = 32'-0" U.N.O. O DISCONT. JOINT REINFORCING AT MASONRY CONTROL JOINT VERTICAL BAR IN GROUTED CELL AT EACH SIDE OF JOINT. PRE -MOLDED RUBBER INSERT RAKE JOINT AND CAULK MASONRY CONTROL JOINT DETAIL SCALE: 1 1/2" = 1'-0" vERT. REINF. ADJACENT TO OPENING PER PLAN. OPEN K.O. BLOCK w/ (1) 05 CONT. EXTEND HORIZ. REINF. INTO CELL ADJACENT TO OPENING. HORIZONTAL JOINT REINFORCEMENT At FIRST AND SECOND COURSE BELOW OPENINGS. RUN CONTINUOUS OR EXTEND 2'-0" MIN. BEYOND OPENING. TYPICAL DETAIL AT WINDOW SILLS 6 (OR OTHER OPENINGS) SCALE: 3/4" = 1'-0" CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. NOTES/SPEC FOR ADDITIONAL INFORMATION. STEEL BEAM. — REFER TO PLAN. WF BEAM SIZE BOLTS W8 2 ROWS WIO 2 ROWS WI2 3 ROWS WI4 3 ROWS WI6 4 ROWS WI8 4 ROWS W21 5 ROWS 1.024 5 ROWS STEEL BEAM. REFER t0 PLAN. STANDARD A15C DOUBLE ANGLE BEAM CONNECTION w/ 3/4" 0 A325 BOLTS IN 13/16" 0 HOLES DSL. ANGLE SEAM CONNECTION SCALE: N.T.S. VERTICAL BAR IN GROUTED CELL At EACH SIDE OF JOINT. PRE -MOLDED RUBBER INSERT DISCONTINUE HORIZ. JOINT REINFORCING AT MASONRY CONTROL JOINT. RAKE JOINT ANDII CAULK 'T CONTINUE JOINT FROM TOP OF J I J FOOTING TO BOTTOM OF ROOF TIE BEAM. DO NOT CUT TIE BEAM REINFORCING AT C.M.U. JOINT. PROVIDE DUMMY JOINT IN COORDINATE LOCATION OF CONCRETE BEAMS. MASONRY CONTROL JOINTS WITH ARCHITECTURAL ELEVATIONS. MAX. SPACING 32'-0" U.N.O. MASONRY CONTROL JOINT DETAIL SCALE: N.T.S. 3" MAX. TYP. LOUVER OR DOOR/WINDOW FRAME/GLAZING 1/4110 TAPCON SCREWS AT 8" O.G. MAX. (MIN. 1 1/4" EMBED. INTO MASJCONC.) P.T. 2x WOOD BUCK INSTALL WOOD BUCK ONLY COORD. W/ ARCH. AS REQ'D PER WINDOW (FIRE -RETARDANT AS MANUF. COORDINATE WITH �Qp) ARCHITECT. SUCK CONNECTION - ELEVATION SCALE: 3/4" ■ 1'-0" WF BEAM SIZE BOLTS IL' LENGTH "8' il NO. OF STUDS "Q11 WB 2 ROWS W1O 2 ROWS 8" 4 W12 3 ROWS 13" 6 W14 3 ROWS 13" 6 WI6 4 ROWS 18" 8 WI8 4 ROWS 18" 8 W21 5 ROWS 23" 10 W24 5 ROWS 23" 10 m m -_=0 m DOUBLE ANGLE BEAM-' CONNECTION w/ LONG SLOTTED HOLES. SHIP LOOSE AND TACK WELD NUT TO BOLT AFTER ERECTION. 12 5OLT CLUSTER SCALE: 1" ■ 1'-0" CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. NOTES/SPEC. FOR ADDITIONAL INFORMATION. EMBED P_ 1/2" w/ 3/44, THREADED HEADED STUDS AND 1/8"xl" STEEL BARS (WELDED) WHERE STEEL BEAM DOES NOT FRAME INTO CONCRETE COLUMN OR BEAM, PROVIDE A MINIMUM OF 24" LENGTH OF CONCRETE TIE BEAM w/ (2) 45 TOP t BOTT. w/ 03 TIES AT 8" O.C. WALL AND TIE BEAM SHOWN FOR REFERENCE ONLY. SEE PLANS FOR SPECIFIC CONDITIONS. NOTE: SLOT BEAM WEB OR REFER TO STRUCT. NOTES/SPECS FOR COVER PLATE AT LONG -SLOTTED HOLES. PROVIDE (1) VERT. BAR IN GROUT FILLED CELL AT 02 HAIRPIN TIES CORNERS AND INTERSECTING At 16" O.C. WALLS. REFER TO PLAN FOR ADDITIONAL REINFORCEMENT. - r-- ----- -- ---- --�----�---- -- � I ,• O ,y• I olED I (1) VERT. BAR IN i 0 i PREFABRICATED EACH ADJACENT I TEE JOINT -� I I REINFORCING UNITS. 1 1 GROUT FILLED 1 I LAP WORM JOINT I 1 CELL. REFER TO I 1 PLAN FOR REINF. 6" (MIN.) TYP. ADDITIONAL REINFORCEMENT. NON- INTERLOCKING PROVIDE (3) VERT. BARS IN GROUT FILLED CELL AT CORNERS AND INTERSECT[ WALLS. REFER TO PLAN FC ADDITIONAL REINFORCEME IlI :�;�"�r• I O I I PREFABRICATED CORNER JOINT i I REINFORCING UNITS. 1 I LAP HORIZ. JOINT REINF. 6" (MIN.) TYP. TYPICAL REINF. DETAIL AT CORNERS AND INTERSECTING WALLS SCALE: 3/4" 1'-0" LLUIDTWI Jv CORNER BARS SAME QUANTITY, SIZE, AND LOCATION AS LARGEST TOP BARS, BOTTOM BARS, AND INTERMEDIATE BARS FROM Z F DISCONTINUOUS BEAM — mN 9 TYP. HORIZONTAL JOINT REINFORCEMENT AT FIRST AND SECOND BLOCK COURSE ABOVE OPENINGS. RUN CONTINUOUS OR EXTEND 2'-0" MIN. BEYOND OPENING. PRECAST CONCRETE U-LINTEL w/ (1) 05 CONT. GROUT SOLID U.N.O. REFER TO 5/542. I I I OPEN I \\—PROVIDE SLOTTED HOLE IN BOTTOM OF LINTEL FOR PLACEMENT OF REBAR AND GROUT. MIN. BEARING ON MASONRY 4 _)TYPICALEC SCALE: 3/4" = 1'-0" CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO FILLET WELD = 1/16" LESS THAN IIJ DTH, STRUCTURAL STEEL SECTION OF STRUCT. SOLID WALL THICKNESS NOTES/SPEC FOR ADDITIONAL INFORMATION. A L30 BAR 0 LAP L L3O BAR 0 LAP L 2'-0" MIN. 2'-0" MIN. TYPICAL INTERSECTION OF CORNER BARS AT CONCRETE WALLS, BEAMS, AND TIE BEAMS I,yJ pTH,, IDTH CORNER BARS SA QUANTITY, SIZE, AN LOCATION AS LAR TOP BARS, SOTTO BARS, AND INTER1- BARS FROM DISCONTINUOUS BE TYP. 48 BAROLAP L ' 30" MIN. TYPICAL INTERSECTION OF CORNER BARS AT MASONRY WALL AND TIE BEAMS TYPICAL CORNER BAR DETAIL NOT TO SCALE LOCATE SHEAR P_ AT FACE OF BEAM (OFFSET SHEAR IR/BEAM FROM WALL (t AS REQ'D.)------------------ -� I I --------------------J t�l AEI . il�ll I = CONNECTION SHOWN FOR roll GRAPHICAL REPRESENTATION ONLY. REFER t0 STRUCTURAL STEEL SECTION OF STRUCT. NOTES/SPEC FOR ADDITIONAL INFORMATION. 1y SINGLE SHEAR PLATE BEAM —� CONNECTION w/ 3/44, A325 BOLTS IN LONG -SLOTTED HOLES. SHIP LOOSE AND TACK WELD NUT TO BOLT AFTER ERECTION. SHEAR PLATE THICKNESS TO MATCH BEAM WEB (MIN.). REFER 12/S42 FOR ADDITIONAL INFORMATION. NOTE: REFER TO STRUCT. NOTES/SPECS. FOR COVER PLATE AT LONG -SLOTTED HOLES. 13 BOLT CLUSTER SCALE: 1, ■ 1'-O tYP� STEEL BEAM. I REFER TO PLAN. BOLTED SHEAR IF_ CONNJ i 1 AT COLUMN w/ 3/4"0 A325 BOLTS IN 13/16110 HOLES (NOTE BOLTS IN SINGLE SHEAR). MATCH P_ I I THICKNESS w/ BEAM WEB. WELDED CAP IE 1/2" AT TOP OF COLUMN. WF BEAM SIZE BOLTS W8 2 ROWS WIO 2 ROWS WI2 3 ROWS WI4 3 ROWS WI6 4 ROWS W18 4 ROWS W21 5 ROWS W24 5 ROWS H.S.S. COLUMN. REFER TO PLAN. SEAM -COLUMN CONNECTION SCALE: 3/4" 1'-0" _ r m METAL ROOF L4" x 3" x 1/4" (L.L.VJ DECK. REFER TO PLAN. - N SEE PLAN. I 1 JOIST BEARING EMBED It 1/2" x 0'-7" w/ 3/4"0 WELDED HEADED I 1 STUDS AND 1/8"xPx5" STEEL BARS (WELDED) 2"(MAX.) I STEEL BEAM. REFER TO PLAN. I i BOTTOM IE 30' x 6" WHERE STEEL BEAM DOES NOT FRAME INTO CONCRETE COLUMN OR I i ELDED CAP lE BEAM, PROVIDE A I I 1/2" AT TOP OF MINIMUM OF 16" LENGTH REFER TO 9/642 1 I COLUMN. OF CONCRETE TIE BEAM I I I w/ (2) 45 TOP < BOTT. w/ 03 TIES AT 8" O.C. WALL AND TIE BEAM H.S.S. COLUMN. ' REFER TO PLAN. SHOWN FOR REFERENCE ONLY. SEE PLANS FOR SPECIFIC CONDITIONS. 4—L 14 S cTLE: MASONRY OR CONCRETE TIE BEAM. REFER PLAN. GROUT ALL CE SOLID ABOVE PRECAST LINTEL. NOTE: PROVIDE 8" BEARING EA. END OF LINTEL. NOTCH ENDS TO ALLOW VERT. REINF. TO BE CONT_ PRECAST CONCRETE— U-LINTEL w/ (1) 45 CONT. GROUTED SOLID U.N.O. • WORM JOINT REINF. REFER TO 6/542. SEE ARCH. FOR I TOP/WINDOW, DOOR TYPICAL PRECAST LINTEL DETAIL SCALE: 1 1/2" ■ 1'-0" SEE PLAN 1/4" STIFF IE'. EACH SIDE. NOT REQUIRED AT SIDES w/ DBL ANGLE ' BEAM CONNECTION. OL -r- 1/4" STIFF 12 SLOTTED THRU HSS COLUMN TYP. I ' I I I I I I I I I I 10 STEEL BEAM SEARING NOT TO SCALE CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. NOTES/SPEC FOR ADDITIONAL INFORMATION. m m m m m m DOUBLE ANGLE BEAM CONNECTION w/ 3/4"0 A325 BOLTS IN LONG SLOTTED HOLES. SHIP LOOSE AND TACK WELD NUT TO BOLT AFTER ERECTION. REFER TO 11/542. SSLLO BEAM WEB OR REFER TO STRUCT. NOTES/SPECS FOR COVER PLATE AT LONG -SLOTTED HOLES. @_SE" I'-0°AMCONNECTION ALF: 1 cq CAP IE'. 1/2" w/ (4) 3/4"0 A325 BOLTS H.S.S. COLUMN. REFER TO PLAN. 3/4"0 HILTI HIT HY15O ADHESIVE ANCHORS, 6 3/4" EMBED. (8" MIN. GA.) WIC: (4) ANCHORS (2 EA. SIDE) W21: (6) ANCHORS (3 EA. SIDE) EXISTING FULLY GROUTED REINFORCED MASONRY WALL. G.G. TO FIELD VERIFY AND REINFORCE EXISTING MASONRY CELLS AS REQUIRED. REFER TO PLAN FOR ADDITIONAL INFORMATION. W1O: (2) REINFORCED CELLS W21: (3) REINFORCED CELLS REVISIONS BY c� :J U�.� �g — .e.l - c-, , tt� a :i �,, fir �. J v ` s z� y m.� V (0 (o� Z_ (D (o n rn �:i' 'v, � n !2f;Ucj=a,Z od — r w -�: N o_ W v 3 Zo Z0 li avio VCQ= U LL_ Z� o I 0 o� Q' `` w `du) oL.L, c :z .� U 0 N V>r- N � o R �5a U_ Z C J Nit O N '� U o M v J :3M v' a Q N v W U- z _ O O 0 C) �- LJ v m (D u-) t oto Q M L T CL C) oo s o 0 —. M N a N 0 L._ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: Job: 09-45 Sheet S4*2 J6: r BUILDING DATA - FLAT ROOF WIND VELOCITY: 110 mph INTERNAL PRESSURE COEFFICIENT: +l- 0.18 (Basic VVind Speed, 3 second gust) (Enclosed Building per ASCE 7-135) WIND IMPORTANCE FACTOR: 1.00 WIDTH OF EDGE STRIP (FT). 7.2 BUILDING CATEGORY. II HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT. 1.00 ROOF ANGLE, A (degrees): 0.0 < A {7.0 ROOF DEAD LOAD RESISTING UPLIFT (psf): 10.0 WIND EXPOSURE CATEGORY: B DESIGN WIND LOADS - WINDOWS, DOORS, COMPONENTS $ CLADDING ROOF WALL ZONE AREA tt DESIGN PRESSURE ZONE AREA DESIGN PRESSURE (Positive) (Negative) Net Uplift) 1 10.0 8.9 -21.8 -11.8 4 10.0 21.8 -23.8 1 20.0 8.3 -21.2 -11.2 4 20.0 20.8 -22.6 1 50.0 7.6 -20.5 -10.5 4 50.0 19.5 -21.3 1 100.0 7.0 1 -19.9 -10.0 4 100.0 18.5 -20.4 2 10.0 8.9 -36.5 -26.5 5 10.0 21.8 -29.1 2 20.0 8.3 -32.6 -22.6 5 20.0 20.8 -27.2 2 50.0 7.6 -27.5 -17.5 5 50.0 19.5 24.6 2 100.0 7.0 -23.6 -13.6 5 100.0 18.5 -22.6 3 10.0 8.9 -55.0 -45.0 3 20.0 8.3 45.5 -35.5 3 50.0 7.6 -33.1 -23.1 3 100.0 7.0 -23.6 -13.6 Notes: 1) For effective areas between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. 3) See pressure zone diagrams above for corresponding zones. 4) Roof coverings, finishes, etc.. Shall be design for the full negative design pressure. 5) Roof framing members shall be designed to resists the net uplift design pressure specified. (D DESIGN WIND CRITERIA NOt t0 SCALE METAL DECK REFER t0 PLAN. STEEL ROOF JOIST. REFER TO PLAN STEEL BEAM. REFER TO PLAN 4 SECTIZ�� SCALE: 1'-0° METAL STUD FRAMING AND CLIP ANGLE. REFER TO 4/53.1 FOR ADDITIONAL INFORMATION. L4 x 3 x 1/4 CONT. (L.L.V.) WELD TO EA. HSS 2 1/2 "x2 I/2" H.S.S. 1 1/2" x 1 1/2" x 1/4" AT 2' - 0" O.C. MAX. 3'-0" (MAX.) �4 OF EXIST. JOIST SPAN SPAN 1/3 OF SPAN 1/3 OF SPAN nA EXISTING STEEL -� I � \L-NEW CONT. STEEL JOIST TO BE RODS (DO NOT MODIFIED (ELEVATION) SPLICE.) 1/2"41 A36 STEEL RODS (2 TOP, 2 BOTT.) «- A 9 JOIST REPAIR DETAIL SCALE: N.T.S. EXISTING STEEL JOIST TO BE MODIFIED Edge Strip WALL PRESSURE ZONES (ISOMETRIC VIEW) OI O 10 I I I O I I I I I (D I I® I I I I KI a = Width of Edge Strip ROOF PRESSURE ZONES (PLAN VIEW) (DP_SECLr=T1Z�__ I'-0" METAL ROOF DECK REFER t0 PLAN. STEEL JOIST. REFER TO PLAN. STEEL BEAM - REFER TO PLAN. STEEL COLUMN - REFER TO PLAN. REFER TO S/54.2 (TYP.) STEEL ANGEL J • REFER TO PLAN. • HSS 4"x4"A/4" STUB COLUMN. REFER TO y i • PLAN. I I • I I I • POINT LOAD 4 OF JOISTS (SEE PLAN) (MECHANCIAL EQUIP.) L4" x 4" x 1/4" TYPICAL (UN.O.) Illlt A ' PANEL POINT I II --------- ------------------- EXIST. ROOF DECK I 1 1 uliI I I I I I II I I I II If EXISTING -�► JOIST TOP IIII 1 1 CHORD 1 I I I ------- L2 I/2"x21/2"x3/16° VERTICAL STRUT IIII 1 (TYP.) WELDED II TO ANGLE FRAME IIII------------------------ ---- AND TOP AND ;1 [EXIST. STEEL JOIST BOTT. CHORDS OF 3/16" JOISTS w/ JOIST II I I OPENING SIZE (AS REQUIRED). S WELD L2 1/2" x 2 1/2" x 3/16" STIFF. At II II SEE PLAN AND VERIFY w/ JOIST STIFFENER OPPOSITE FACE TRADE INVOLVED. OPPOSITE SIDE OF JOIST AS REQ D. REFER IIII TYP. WELD L2 I/2 x 2 1/2 x 3/16 t0 5/543. � ;� C � VERTICAL STRUT AT SIDE FROM LOCATION OF LOAD li 3/16 OF JOIST AT EQUIP. CURB TO NEAREST PANEL POINT FRAME ANGLES. (AT TOP OR BOTT. CHORD OF JOIST). TYP. >---= NOTES: JOIST STIFFENERS NOT REQUIRED FOR POINT LOADS: I. LESS THAN 100 LBS AT TOP CHORD. 2. "A" LESS THAN 3" OR "B" LESS THAN 2" (CLOSEST PANEL POINT). 5 �'L ST STIEETAILE: 3/4" I'-0" PLATE 1/4 x 5 EACH SIDE OF JOIST SEAT, CUT t0 FIT. 3/16 SEE MECHANICAL FOR LOCATION CENTERLINE OF UNIT I I I STEEL BEAM - REFER TO PLAN. STEEL BEAM - REFER TO PLAN. n 0 STEEL JOIST. ' REFER TO PLAN. 1455 4"X4"Xl/4" STUB COLUMN. REFER t0 PLAN. TOP/I" IA5. �- EXIST. MASONRY PARAPET. 1S'-O" JOIST BRG. TO mw� = U1 LU tl Q�� METAL ROOF DECK REFER t0 PLAN. L., M 1/4"x6 "x6" AT 32" O.G. MAX. EA. FACE, STAGGERED w/ (2) 1/44% 1 3/4" TAPCON SCREWS TYP. TO EXIST. MASONRY. 1 1 NEW STEEL ROOF JOIST REFER TO PLAN. 1 NEW STEEL BEAM. REFER t0 PLAN. ZSTEEL JOIST. REFER TO PLAN. STEEL BEAM SE�CLET ON REFER TO PLAN. SECTION A -A SC3/4" • 3/16 IIIII IIII --- II II ------ 111I11 Rtu IIIII � ' �IIII� II 11 IIII I l l ill FACTORY ROOF TOP IIII CURB II II ---------- ..I -------- IIIII 1/2" DIA THRU-BOLTS, NUTS AND LOCK WASHERS III PLACED 24" O.C. MAX, MIN. (3) REQ'D PER LONG SIDE III AND MAX 12" FROM CURB I I S. ���RTU S RTU SUPPORT FRAME. REFER TO 6/543. VERT. STRUT At EDGE CURB FRAME. REFER TO I. LOCATE L4" X 4" X 1/4" BELOW ALL EQUIPMENT CUR55 AND AROUND ALL ROOF OPENINGS. 2. CONTRACTOR SHALL VERIFY LOCATION AND SIZE or - MECHANICAL EQUIPMENT AND OPENINGS PRIOR TO STEEL FABRICATION. 3. REFER TO 5/S4.1 FOR MECHANICAL CURB FRAMING. EQUIPMENT CURS FRAMING INCH NOT t0 SCALE NEW ROOF TOP TYP. 1 I/2" w 12" 3/16" MECH. UNIT. TYP. NEW L 2" x 2" x 3/16" WEB REINFORCING NEW L 2" x 2" x 3/16" WEB - MEMBERS, .) SIDE OF REINF. MEMBER, TYP. JOIST (TYP.) EXISTING STEEL JOIST TO BE MODIFIED 1", A36 STEEL RODS (1 TOP, I BOTT.) Q A ANEW CONT. STEEL EXISTING STEEL RODS DO NOT JOIST TO BE MODIFIED JOIST BEARING. (ELEVATION) -P. REFER PLAN, G.G. VERIFY. MODIFY ALL JOISTS LOCATED UNDER NEW ROOF TOP UNIT TYI=. JOIST REPAIR DETAIL (IOD S.) SCALE: N.T.S. 2-12 NEW WEB REINF. ANGLE. EXIST. WEB MEMBER. nr n 5/S43, EXIST. STEEL JOIST �E� �SA" = 1' 3/8"m THRU BOLTS 4" FROM EACH CORNER AND 24" O.C. MAX. (MIN. 3 PER SIDE) TYP. ALL 4 SIDES. P.T. WOOD NAILER/ FILLER 0 ROOFING: SYSTEM SEE ARCHITECTURAL JOIST STIFFENER AS REQ'D. REFER TO 4/54.1. NEW dNEXISTING NEW L 1 1/2" x 1 1/2" x 1/6" AT EXISTING WEB END MEMBERS (EA. END) EXISTING STEEL JOIST TO BE MODIFIED EXIST. MASONRY PARAPET WALL. FIELD VERIFY TOP/EXIST. MASONRY EXIST. MASONRY WALL. EXIST. (2) COURSE KO. BLOCK FIELD VERIFY. 11 I&,_S" \ FIELD VERIFY EXIST. ROOF FRAMING SHOWN FOR REFERENCE ONLY. -NEW STEEL 12 I/4"x6"x0'-6" AT 32" O.G. MAX. EA. FACE STAGGERED w/ (2) 1/4114,xl 3/4" TAPCON SCREWS t0 EXIST. MASONRY. c�/A (ELEVATION) NEW L 1 1/2" x 1 14 EA, FACE OF JOII EXISTING STEEL JOIST TO BE MODIFIED 8 JOIST RE�'AIR DETAIL SCALE: N.t.S. YP. REVISIONS BY z J V) M ~ i 2C 44 J ^y ;N !.�J L J r U V L ((o CD r- Z (D (0 n rn Zwrnz° Woar Z L) Ui O x 00 - U Li Z(i o-C W 0 or` C" M `w a L _ 4) N D+ :ffn o O C L a �,.. Uo (o� c~-1 t` ,,5 o Cv) �� a U_ Z v J 04 .° U °' Lo V) L M v v v J v � x Q v U •r` O fU 0 L li Q LLILO rn 0 Q M i O � � CL 00 _C L_ - M N CL CLO, N O L.� Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: Job: 09-45 Sheet S4.3 C it OF JOISTS (SEE PLAN) — - - — - - 3/84, THRU 5OLT5 4" FROM EACH CORNER m 1E I/4" x 1x 0' -8" w/ (2) 1/2pIA. x 6" � - AND 24" O.C. MAX. (MIN. POINT LOAD I HEADED SCUDS PUDDLE WELD At SUPPORTS. 3/16 3 PER SIDE) TYP. ALL (FOR K JOIST) - SEE PLAN NOTES FOR SIZE L3" x 3" x 1/4" i i TYP. UN.O. i i RTU 4 SIDES. " 4"' AND PATTERN. D�CIC IUIDrN STEEL JOIST i' i i' i CONT. F.T. 2x8 WOOD PLACE REFER t0 PLAN. i i I i i I ''' w/ 1/2"0 A.B. (COUNTERSUNK) -ONT. � i , , P.T.•. W000 NAILER/ L3" x 3" x 3/16" AT 48" O.G. MAX., b" EMBED t£K SCREW FASTENERS EQ. ° 1 METAL DECK REFER D PLAN. i - ------------------------- ------� - -_ FILLER WELD TO EA. JOIST. SPACED AT SIDE LAPS - i i s, SEE PLAN BtWN. SUPPORTS. SEE ° ° i' i � � i' i = ROOFING SYSTEM 0 z TOP/MASONR PLAN NOTES FOR SIZE AND � I � I I � I � I I � _ SEE ARCHITECTURAL 2 1/2 �� w' PATTERN. ° ° I ' FACTORY 4" (MIN.) BEARING i i i ROOFTOP ■ _ ° JOIST TOP i _ _ _ _ _ _ CURB _ _ _ _ _ — _ _ (l) COURSE KO. FILLER PECK SHEET ° CORD i i METAL ROOF BLOCK w/ (1) 05 CONT. AS REQUIRED. -� i I i i I i ------------------- DECK REFER t0 i i i i i i PLAN. O SEE PLAN ° i STEEL SUPPORT. 1 101 ° JOIST BRCS. JOIST OR BEAM ► i REFER t0 PLAN i' -- i ------------------- i i 1/2 "0 THRU-BOLTS i - i ► ° WELD L2 1/2 x 2 1/2 x 1/4 L4 x 4 x 1/4 At 24" O.G. 101 t °' - EACH SIDE OF JOIST x 0'-4" LONG i i OPENING SIZE -SEE PLAN 2 1/2" i f i METAL DECK FROM LOCATION OF LOAD TO NEAREST PANEL POINT POINT LOAD I AND VERIFY w/ TRADE (x4). INCREASE i i FOR RTU FRAME i i INVOLVED i i RTU SUPPORT FRAME t0 STUD (2) COURSE (1) COURSE REFER TO PLAN °� It (ON OPPOSITE CHORD OF ANGLES AS RE Q' i i AUVA_ K.O. BLOCK w/ (1) 45 CONT. °I ° JOIST). TYP. 3/16 JOIST WEB STIFFENER—/EA. COURSE REFER TO 2/S4.4. 1. LOCATE L3" x 3" x 1/4" FRAMES AROUND ALL ROOF OPENINGS ° NOTE: STEEL JOIST. ° JOIST STIFFENERS NOT REQUIRED U.N.O. iFER t0 MECH. CURB FRAMING DETAIL FOR EQUIP. FRAME ANGLE SIZES. REFER t0 PLAN. ROOF TOP UNIT FRAME SCHEDULE STEEL ROOF JOIST WELD At 6" O.G. MAX. FOR POINT LOADS: UNIT WEIGHT ANGLE SIZE REFER TO PLAN. AT PERIMETER. 2. CONTRACTOR SHALL VERIFY LOCATION AND SIZE 250 LBS AT TOP CHORD OF OPENINGS PRIOR TO STEEL FABRICATION. 0 - 615 lbs. L4" x 3" x 1/4" L.L.H. VERT. REINF. <B _ 100 LBS At OTT. CHORD 616 - 1500 Ibis L4 x 4" x 3/8" HORIZONTALJOINT REFER TO PLAN. NOTES: 3. FRAME IS REQUIRED FOR ALL OPENINGS 12 AND REINF. At 16"O.C. M 1. MINIMUM DECK BEARING AT END SUPPORTS ■ 2 1/2" (WHERE POINT LOADS OCCUR BETWEEN JOIST PANEL POINTS) GREATER. 1501 - 3000 Ibs L6" x 4" x 3/6" L.L.N. 3001 - 6000 Ibs L6" x 6" x 3/8" TYP. MASONRY WALL. REFER tO PLAN. 4. REFER t0 JOIST STIFFENER DETAIL FOR P. MINIMUM DECK LAP OVER SUPPORTS ■ 2" JOIST STIFFENERS AS REQUIRED. 6001 - 8000 Ibs L8" x 6" x 1/16" L.L.H. fi�00F a7�ENINCG/EQIU - FRA INCH 1'1ET�4� 1�ECK ATTACHMENT NOT TO SCALE JOIST STIFFENER DETA4IL NOt t0 SCAL£t0SC MEGI-�. CUR�3 FR�4i"IINC� SCALE: I" ■ I'-0" SECTI 5 SCALE: 3/4" ■ 1'-0" NEW EXISTING NEW E-- EXISTING —� REFER TO 5/54.4 FOR METAL STUD FRAMING AND CLIP ADDITIONAL INFORMATION EXIST. MASONRY ANGLE. REFER TO I/S33 FOR AT STEEL ROOF JOIST 511;iG. EXIST. MASONRY PARAPET WALL. ADDITIONAL INFORMATION. CONT. P.T. 2x8 WOOD PLATE REFER TO 6/54.4 FOR ADDITIONAL INFORMATION PARAPET WALL. TYP. CONT. (LL.VJ 2 1/2" w/ I/2"� AB. (COUNTERSUNK) At METAL ROOF DECK „ „ �� CONT. L4 x 4 x 1/4 w/ FIELD VERIFY WELD TO WELD r0 EA. JSt. " " At 48 O.C. MAX., 6 EMBED BRG. FIELD VERIFY „ 3/4 0 HILTI-HIT HY150 TOP/EXIST. METAL ROOF 2 1/2" JOIST TOP CHORD CONT. L4" x 4" x 1/4" w/ SEE PLAN& �� CONT. BENT fP_ 1/4 x CONT. L3" x 3" x 3/1fo" CONT. WELD t0 EA.24" TOP/EXIST. MASONRY ADHESIVE ANCHORS At MASONRY DECK REFER TO EXTENSION. 3/44 HILTI-HIT HYI50 TOP/MASONRY 5" x 2 3/4" (LL.H.) JOIST. O.G. MAX. IN GROUTED PLAN ADHESIVE ANCHORS At (I) COURSE K.O.BLOCK w/ IR 1/4"x1 1/2"x0'-10" w/ (4) 1/2"� x 6" MAS. (6 3/4 EMBED). G.C. t0 MA STEEL ROOF „ 24 O.G. MAX. IN GROUTED (1) 05 CONT. HEADED STUDS VERIFY EXIST. MASONRY JOIST. REFER i MAS. (6 3/4" EMBED) GROUTED SOLID AND GROUT 4 TO PLAN PARAPET VERT. REINF. 2 1/2" SOLID AS REQUIRED. TYP. i METAL ROOF DECK REFER t0 PLAN. METAL ROOF DECK METAL DECK ROOF. i f REFER TO PLAN. 90 STD. AGI HOOK REFER t0 PLAN. METAL ROOF E L R REFER TO PLAN. i+ PLAN OL 21/2 „ DECK REFER t0 JOI JOIST BiaCs. ----------- SEE PLAN -- ----- ----------------- _ PLAN. SEE PLAN --------------------------- ---------- -------------- 7 ------------------------- DECK BRCS. ,�---------- SEE PLAN DECK BRCS. JOIST BRCi. //:��EXIST. (2) COURSE (1) COURSE `�� �.' (2) COURSE K.O. BLOCK w/ (1) «5 CONT. ��.� .���' (l) COURSE KO. BLOCK w/ ' `• �`• EA. COURSE `�� �`. (1) S CONT. EA. COURSE. (SEE ARCH.) G.C. TO FIELD VERIFY ----------- ----- ------ - SEE PLAN BOTT./TIE BM. �.' ,.'' �' EXIST. (2) COURSE (1) COURSE KO. BLOCK w/ (1) 05 CONT. EA. COURSE. `•� ----------- ----- ------ AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. STEEL BEAM. REFER t0 PLAN MASONRY WALL.G.C. __ _________ _________ STEEL ROOF JOIST TO FIELD VERIFY REFER t0 PLAN. REFER TO PLAN. l2) COURSE (I) COURSE AND NOT FY ENGINEER NEER OF BRIDGING. 2 /2 X 2 /2 X 3/ 6" WELD L2 X HORIZONTAL JOINT BRIDGING. REINF. At I6" O.C. STEEL ROOF JOIST KO. BLOCK w/ (1) *5 STEEL ROOF JOIST ANY DISCREPANCIES PRIOR TO CONSTRUCTION. REFER TO PLAN. EXIST. MASONRY WALL. FLANGE. REFER TO PLAN WHERE REQ'D. REFER TO PLAN. TYP REFER TO PLAN. CONt. EA. COURSE REFER t0 PLAN. L2 I/2" x 2 I/2" x 3/16" x 0'-6° REFER TO PLAN FOR (PROVIDE At MIN. OF 2 L2 I/2" x 2 1/2" x 3/16" x 0'-6" VERT. REINF. 90 STD. AGI HOOK VERT. REINF. EXIST. MASONRY WALL. w/ 3/4"� HILTI-HIT HY150 ADHESIVE ANCHOR INTO EXIST. MASONRY CELLS TO BE REINFORCED JOISTS PER STEEL BEAM AT 1/2" POINTS.) TYP. U.N.O. w/ 3/4"0 HILTI-HIT HY150 ADHESIVE ANCHOR INTO REFER TO PLAN. HORIZONTAL JOINT REFER t0 PLAN. L6"x6"x5/16"xl'-0" w/ 1/4" STIFF P w/ (2) 3/4110 HILTI REFER TO PLAN FOR GROUTED MASONRY CELL. AND/OR FULLY GROUTED GROUTED MASONRY CELL, REINF. At 16" O.G. MASONRY WALL. REFER t0 PLAN. HIT HY150 ADHESIVE EXIST. MASONRY CELLS t0 BE REINFORCED G.C. TO FIELD VERIFY AND TYP. 6 3/4" EMBED. TYP ANCHORS, 6 3/4" EMBED. AND/OR FULLY GROUTED GROUT SOLID AS REQUIRED TYP. TYP. EXISTROOF ---�-�1 t**��� FRAMING NOT SHOWN EXIST, ROOF FOR CLARITY. DECK SEARING 6 SCALE: 3/4" = I'-0" SECTION SCALE: 3/4" ■ 1'-0" � � I H � (d � � 1 I/2° ,2 3',2 1 I/2" • SECTION „ ,_ „ = 2" 8" • 2" FRAMING NOT SHOWN FOR CLARITY. SECTION 9 JOIST TO STEED SE�1"I 1 0 SCALE- 3/4 _ SCALE: 3/4 - I 0 cv SCALE: 3/4" - 1'-0" METAL STUD FRAMING AND CLIP ANGLE. REFER TO 1/533 FOR CONT. L3" x 3" x 1/4" ADDITIONAL INFORMATION. H S S CONT. BENT R 1/4" x TYP. L4" x 3" x 1/4" CONT. (L.L.V.) WELD TO EA. HSS. 5" x 2 3/4" (LL.H.) "-12" TYP. 2 1/2 1/2" i METAL DECK (MAX.) REFER t0 PLAN. 1/2" MAX. TYP. 2 I/2" TYP. 2 I/Z" CAP IR 1/2" x I'-0" 4" MATCH COL. DIM. MIN.). METAL ROOF DECK TYP• 2"-12" --------- METAL ROOF DECK METAL ROOF DECK Fr-1- REFER TO PLAN. METAL DECK _ -- - --- REFER t0 PLAN. REFER t0 PLAN. AN. REFER TO PAN. __'- TYP. 2 I/2" .' ��- ���� H.S.S. 2 I/2" x 2 1/2" x 1/4" 1/4" STIFF IE -- ------------- ----------------------- F At 4'-0" O.C. MAX. _ \\ 2 1/2" BRG. ���� STEEL ROOF JOIST. �\ ,'' REFER TO PLAN VARIES %;,\\ i I i ,� �� STEEL BEAM. (SEE ARCH.) -------------- ------------ REFER TO PLAN BRIDGING. 2 1/2" MIN. BRIG. L2 1/2" x 2 1/2" x 3/16" STEEL ROOF JOIST NO WELD i I i STEEL ROOF JOIST. REFER t0 PLAN. STEEL BEAM. WELD TO BOTT. FLANGE. BEYOND i i I REFER TO PLAN. REFER TO PLAN. REFER t0 PLAN WHERE REQ'D. (PROVIDE AT MIN. STEEL ROOF JOIST STEEL BEAM. REFER TO PLAN. i i i f!? 1/2" STEEL ROOF JOIST STEEL BEAM. REFER t0 PLAN. STEEL ROOF JOIST OF 2 JOISTS PER STEEL REFER TO PLAN. REFER t0 PLAN. REFER TO PLAN. BEAM At 1/2" POINTS.) L2 1/2" x 2 1/2" x 3/16" TO BOTT. FLANGE. i i N.S.S. COLUMN. L2 1/2" X 2 1/2" X 3/16" TYP. U.N.O.WELD REFER TO PLAN WHERE i i REFER TO PLAN, WELD TO BOTT. FLANGE. REO'D. (PROVIDE AT MIN. REFER TO PLAN WHERE OF 2 JOISTS PER STEEL NOTE: REQ'D. (PROVIDE At MIN, BEAM AT 1/2" POINTS.) STEEL BEAM CONNECTION OF 2 JOISTS PER STEEL TYP. U.N.O. NOT SHOWN FOR CLARITY. BEAM AT 1/2" POINTS.) TYP. U.N.O. JOIST TO BEAM SCALE: 3/4" ■ 1'-O" B L ( SECTION , 12 SCALE. 3/4 I 0,� I I TIN1-� 13 �ECLEz _ „ SECTION1_m 14 „ _ „ 15 L£ REVISIONS BY J u, <" J� y .� , : Al w a Z N cp r� rn Zw0)z r W :% p WZa cV 0 3� mQ L a o — d- M i o 0 orb 0 _ ( L 0 0 Zr. L�U �N CD �n c C �g_c _U Z J o .y U � M v J Q. a Q N v w U O U 0 ILL. Q LCd v m y L M a Q 00 0 00 � 0 _ M � 0_ IV 0 Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: Job: 09-45 Sheet S4*4 y6, s� 3 L4"x4"xl/4"xl'-6" L4"x4"xl/4" DIAGONAL L4" x 4" x 1/4"xl'-O" w/ (2-LOCATIONS) i 1/4" STIFF ie BRACE STIFF 11! 1/4" w/ (2) 3/4110 (TYP.) ---- -- ------------- --------------------- HILTI-HIT HY15O ADHESIVE -- -- - CEILM ANCHORS, 6 3/4" EMBED • • • COVER HOLE iv • DO NOT • OIB5TRUCT 11 STRYKER INTERFACE 2" 8"LL 2" iE BY DELEGATE C4 SPECIALTY ENG. i SECTION B-B SECTION G-C 1/4" STIFF IE 'IDIAGONAL BRACE ECK EDGE ANGLE. (TYP.) I PLAN A -A (4-LOCATIONS) SO' STD. ACI HOOK REFER TO PLAN. B C MASONRY COL.AUALL 101-0" SEE PLAN REFER TO PLAN. , JOIST BRCS. ----____-- DECK 5R3. ., (2) COURSE (1) COURSE K.O. BLOCK w/ (1) +a CONT. EA. COURSE H.S.S. 2 1/2" x 2 1/2" x 1/4" JOIST STIFF. MASONRY WALL. " REFER TO PLAN. REFER TO PLAN. HORIZONTAL JOINT -_____ _ _- L4"x4"xl/4" WELD TO ; STEEL ROOF JOIST. REINF. At Ifo" O.C. 4 �� L4' JOIST TOP CHORD REFER TO PLAN. TYP. 3/4°0 HILTI-HIT HYI5O (4-LOCATIONS) PERT. REINF. ADHESIVE ANCHORS At _-_-__ -_ _.__---------__- -- 11 �� �� REFER TO PLAN. 8 O.C. MAX. (3-MIN.) L4 x4 xI/4 DIAGONAL BRACE EQUIPMENT BOOM, II? AND EGK EDGE ANGLE. (4-LOCATIONS) i CONNECTIONS BOLTS BY REFER TO PLAN. i DELEGATE SPECIALTY TYP. A i A ENGINEER NEW STEEL BEAM. REFER TO PLAN, r- -4 12/64.2, 13/64.2, AND TOP/STRYKER INTER FACE fE 15/64.2 (2) L4"x4"xl/4"xl'-6" 11'-0" (I -EA. SIDE) CEILING s CT I ON 2 SECTION 3 SECTION TYP. VERIF a VERIFY SCALE: 3/4" I'-0" SCALE: 3/4" ■ 1'-0" SCALE: 3/4" ■ I'-0" REVISIONS BY cr J J J 4-. 2 =7� C y c Jy i - a V L U) C)� Z (D V c oo 6 u') K) Zw rnz +�N v W:3o� v 3� Z U Zi 0) o U u- ZV) O-C p W0) or a:r,- LL.w� L Z �U N 0 N i- j N C ccpp r� d U_ Z_ c J � 0 C � M v J � a Q N v w U 0 0 f a Ld v — L M L 0 Q °° a 0 L. 0 aL a. IV O _J L.L_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: Job: 09-45 Sheet S4.5 IQeUisid�7s � O-� MATERIAL LEGEND GENERAL NOTES WILDING CODE INFORMATION INDEX OF DRAWINGS FILL I. ALL WORK SHALL CONFORM THE ADOPTED EDITION OF THE NATIONAL FIRE APPLICABLE COMSs TI TITLE SWEET A 2 1 FPO FIRE PROTECTION 61TE PLAN EARTH/ LATEST "FLORIDA "FLORIDA "FLORIDA 3 1 & TZ ABBREVIATION SWEET � FPI FIRE PROTECTION EX16TMG CONDITIONS PLAN CODE O MECHANICAL BUILDING CODE," PLUMBING CODE," CODE," 'NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND THE FLORIDA BUILDING CODE, 2001 EDITION 2 1 FPS FIRE P!®OTEC:TION PLAN BRICK FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION. (FOUR VOLUMES) INCLUDING 2009 SUPPLEMENTS BUILDING IFBG-B) /�� �� �� ALAzi OVERALL AI�.HITECTURAL SITE PLAN 2 1 FP3 FIRE PROTECTION PLAN PLUMBING (FBC-P) ASS ARCHITECTURAL SITE PLAN / DETAILS a . • 2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE "GENERAL MECHANICAL (FBC-M) A63 ARCHITECTURAL SITE DETAILS 2 MGI MEDGAS DEMOLITION FLOOR PLAN a CONCRETE CURRENT EDITION OF THE CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" FUEL GAS (FBC-F 2 I"G-12 MEpG,AS DEMOLITION FLOOR PLAN AIA DOCUMENT A201. A) F 00 FI E PRE tlOy GAD 20 i DI I 01s Ol/E}IALL. DEMOLITION SITE PLAN2 &Pb 1 MCs3 MEDGAS OVERALL FLOOR PLAN MG4 MEDGAS RENOVATION FLOOR PLAN STUCCO, CEMENT PLASTER, LIGHTWEIGHT CONCRETE 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE NFPA 101 LIFE SAFETY CODE FLORIDA EDITION 2006 EDITION PARTIAL DEMOLITION FLOOR PLAN DW PARTIAL. DEMOLITION FLOOR PLAN 2 1 MG3 MEDGAS RENOVATION FLOOR PLAN INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND TI A E C RI AL CO E 0 IT 2 MG6 MEDICAL GAS DETAILS CMU- LARGE SCALE REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK AND OF ANY 3 1 LIFE SAFETY PLAN - PHASE 1 2 MG1 MEOGAS EMIPMENT SCHEDULES NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS. - 3 LS2 LIFE SAFETY PLAN PHASE Z CMU- SMALL SCALE 4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE OCCUPANCY CLAWPIC:ATIM 3 I LSS LIFE SAFETY PLAN - PHASES 2 1 PSI PLUMBING SPECIFICATIONS / 2 I P� PLUMBMG SG-EDULE WORK OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL FBC -BUILDING, CHAPTER 3 OAI OVERALL BUIL.DMG FLOOR PLAN 2 PI PLUMBING DEMOLITION FLOOR PLAN - SANITARY SEWER METAL -LARGE SCALE COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE SECTION 304: BUSINESS OCCUPANCY - GROUP B -FULLY SPRIKLERED 2 P2 PLUMBING DEMOLITION FLOOR PLAN - SANITARY MWER UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE 2 lid OVERALL FLOOR �,� 2 P3 PLUMBMG DEMOLITION FLOOR PLAN - WATER METAL OR SHEET METAL -SMALL SCALE THE COST TO THE SUBCONTRACTOR HE014 AND BUILDING AREAS s 2 I Ab ENLAR'�ED PARTIAL FLOOR PLAN 2 P4 PLUMBING DEMOLITION FLOOR PLAN -WATER 5. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION FBC - BUILDING, CHAPTER 5: TYPE n-B, FULLY SPRINKLERED AIG ENLARGED PARTIAL FLOOR PLAN 3 1Ele 2 1 P!S PLUMBING RENOVATION FLOOR PLAN - SANITARY SEWER FINISH PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED AREA MODIFICATION FOR FRONTAGE INCREASE - 506.2 0.00% AREA MODIFICATION FOR AUTOMATIC SPRINKLER SYSTEM - 5063 200% ld �-A�p PARTIAL FLOOR PAN ENLAI®CiED TOILET PLAN /DETAILS 4 STORM DRAMWOOD OPb PLUMBMG RENOVATION FLOOR PLAN - SANITARY SEWER TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE Alf ENLARGED TOILET PLAN / DETAILS 4 STORM DRAM NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY ALLOWED PROVIDED Alig ENLAMIED TOILET PLAN / DETAILS 2 1 PPI PLINK M RENOVATION FLOOR PLAN - WATER WOOD BLOCKING CONTINUOUS OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. TABLE 503: HEIGHT AND BUILDING AREA a OVERALL OIMEN&ICNED FLOOR PLAN 2 " PWMBING RENOVATION FLOOR PLAN - WATER 6. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR Alb ENLARGED PARTIAL DIMENSIONED FLOOR PLAN 2 1 P9 PLIx'1dING ENLARGED PLANS - SANITARY t VENT WOOD BLOCKING INTERMITTENT DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS MAX. BUILDING HEIGHT 55, 25, AZG pN„AJW*p PARTIAL DIMENSIONED FLOOR PLAN 2 1 P1O PLUMBING MLAW" MANS - SANITARY 4 VENT SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL MAX. STORIES 4 I Ala FLOOR PLAN C'+ED PARTIAL DIMEN81SA 2 l ID11 PLUMBING PLANS - WATER NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL AREA PER FLOOR (MULTI -STORY) 23000 SF 2 1 A3M OVERALL REFLECTED CEILING PLAN OYER M 2 I PlZ PLUMBING PLANS -WATER PLYWOOD CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER 5 SECTION 5012 2 1 A�3b EN-AImED PARTIAL REFLECTED CEILMG PLAN 2 l P13 SANITARY RISER DIAGRAMS 1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. STION ERED ONE STORY UNLIMITED EXISTING AREA 55,290 SF 2 A3G PARTIAL REFLECTED CEILING PLAN 2 1 P14 SANITARY RISER DIA Bell 8 2 PIS PLUMBING ROOF PLAN GYPSUM WALLBOARD 8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. PROPOSED AREA 12,828 SF Aid ENLARGED PARTIAL REFLECTED CEILMG PLAN A3e CEILING DETAILS 2 PI& PLUMBING ROOF PLAN 4 STORM DRAIN COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH TOTAL AREA 68,118 SF AA4a ROOF PLAN 2 P11 PLUMBING DETAILS - RIGID INSULATION ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK A4b ROOF PLAN 2 PIS PLUMBING DETAILS TO BE PERFORMED. CONSTPBJCTION TYPES Aft EXTERIOR ELEVATIONS BATT INSULATION S. IT SHALL BE THE'GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD THE SITE TO THE AND SUBMITTAL OF HIS BID. FBC -BUILDING, CHAPTER 6 UI ASb EXTERIOR ELEVATIONS Abc EXTERIOR ELEVATIONS 2 MOJ MECHANICAL LEGEND, AND NOTES 2 M,m2 MECHANICAL SPECIFICATIONS INSPECT PROJECT PRIOR PREPARATION THIS INSPECTION IS REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR TABLE -FIRE RESISTANCE FOR BUILDING ELEMENTS REQ'D PROVIDED iAba WALL SECTIONS 2 W MECHANICAL DEMOLITION PLAN WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS STRUCTURAL FRAME INCLUDING Abb WALL SECTIONS 2 1 MZAP MECHANICAL RENOVATION PLAN DEFINED IN THESE CONSTRUCTION DOCUMENTS. COLUMNS, GIRDERS, TRUSSES 0 HR 0 HR A" WALL SECTIONS 2 1 M2.1 MECHANICAL RENOVATION PLAN 10, UNLESS OTHERWISE SPECIFIED, THE G.G. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL SAID FORA BEARING WALLS, EXTERIOR 0 HR 0 HR BEARING WALLS, INTERIOR 0 HR 0 HR A16d WALL SECTIONS WALL SECTIONS 2 1 MZZ MECHANICAL RENOVATION PLAN 2 M23 MECHANICAL RENOVATION PLAT WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN WORK PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL NONBEARING WALLS, INTERIOR 0 HR 0 HR '�e Abf WALL SECTIONS 2 1 M2A MECHANICAL OVERALL FLOOR PLAN APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS t JOISTS 0 HR 0 HR-L Ab WALL SECTIONS 2 0 MECHANICAL ROOF PLAN 11. IT SHALL BE THE RESPONSIBILITY OF THE G.C. AND/OR CONTRACTORS TO COMPLY WITH ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS t JOISTS 0 HR 0 WR SECTIONS A61 WALL SECTIONS 2C}{,d�ICAL ��-�DVLES 2 M4.1 MECHANICAL DETAILS ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF IS-10 BY THE U.S. DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND A6 WALL SECTIONS 2 o MECHANICAL DETAILS EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS. SANS OF ECIRES& WALL SECTIONS 2 l M5J MECHANICAL DETAILS INTERIOR ELEVATIONS 12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. FBG -BUILDING, CHAPTER 10 Alb INTERIOR ELEVATIONS E1 ELECTI�GAL LEGEND THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED, AND THE G.G. SHALL OBTAIN EXACT NT FLOOR AREA PER OCCUPANT tAla Ala INTERIOR ELEVATION& EZ ELECTRICAL. LIGHTING FIXTURE SCHEDULE LOCATIONS, MEASUREMENTS, LEVELS, ETC. THE SITE AND SHALL SATISFACTORILY CABLE 1004.12: 100 ° Aid INTERIOR ELEVATIONS E3 ELECTRICAL SITE PLAN - DEMOLITION ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS. VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK FIRST FLR 12 828 SF 129 PERSONS A•Is INTERIOR ELEVATIONS E4 ELECTRICAL LIGFdTMG PLAN - DEMOLITION Alf INTERIOR ELEVATIONS AA`19 E3 ELECTRICAL POWER PLAN - DEMOLITION 13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN SHALL MADE ONLY BY INTERIOR ELEVATIONS E6 ELECTRICAL SITE PLAN - NEW WORK ANYWAY BY THE CONTRACTOR OR THE OWNER ALTERATIONS BE EGRESS WIDTH PER OCCUPANT - TABLE 1005.1 ABM CABINET DETAILS 660 0 ELECTRICAL LIGHTING PLAN EAST - NEW WORK THE ARCHITECT OF RECORD. LEVEL (FIRST FLOOR) 12S x 02 a 25.8" Aft CABINET DETAILS LNI E8 ELECTRICAL LIGHTING PLAN WEST - NEW WORK 14. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE SPRINKLER SYSTEM. ANY AND ALL 3 2 I Aga DOOR SCHEDULE / DETAILS E9 ELECTRICAL LM4TMG ENLARGED PLAN - NEW WORK INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR A9b DOOR DETAILS 2 1 EIO ELECTRICAL POWER/C41`0111lJNICATIONS PLAN EAST - NEW MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM NECESSITATED BY THE WORK IN THIS ALL PROVIDED AImM WINDOW SCHEDULE / DETAILS WORK PERMIT SHALL BE DONE AS PER NFPA-13 2002 EDITION, BY A LICENSED FIRE SPRINKLER MIN. CLEAR DOOR OPENING - 1008.1.1 32" 2 34" AlOb WINDOW DETAILS 2 1 Ell ELECTRICAL ICATION& PLAN WEST - NEW CONTRACTOR WITH SEPARATE PERMIT AND PLANS. COMMON PATH OF TRAVEL - 10133 15 FT <15 FT DAII MISCELLANEOUS DETAILS WORK 2 � HVAC 15. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE ALARM SYSTEM. ANY AND ALL EXIT ACCESS TRAVEL DIST. - TABLE 1015.1 300 FT < 300 FT 44" 44" AID( FINISH FLOOR PLAN / SCHEDULES ElZ ELECTRICAL POINTER / PLAN -EAST E13 ELECTRICAL POWER / HVAC PLAN - WEST INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR MODIFICATIONS TO THE FIRE ALARM SYSTEM SHALL BE DONE AS PER NFPA-12 2002 MIN. CORRIDOR WIDTH - 10162 2 DEAD END CORRIDOR - 10163 50 Ft <50 FT E14 ELECTRICAL ROOF PLAN - NEW WORK y S 1 1 _ WL LEGEND EDITION, BY A LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS. MIN. NUMBER OF EXITS - 1018.1 / 10182 2 6 NI ARCHITECTURAL SPECIFICATIONS El8 ELECTRICAL AHCA PLAN - PHASE 1 AT ALL W ARCHITECTURAL SPECIFICATIONS EI6 ELECTRICAL AHCA PLAN - PHASE 11 16. ALL FIRE PROTECTION SYSTEMS SHALL REMAIN IN SERVICE DURING CONSTRUCTION N3 ARCHITECTURAL SPECIFICATIONS 2 l Ell ELECTRICAL POWER DISTRIBUTION RISER DIAGRAM TIMES. NUMBER AND SIZE OF EXITS 2 EIS FIRE ALARM RISER DIAGRAM AND NURSE CALL RISER DOUBLE ENTRANCE DOORS 66" x 2 ■ 132" _ V-0" TENANT EXIT DOORS 34" x I ■ 34" 4'-0" TENANT EXIT DOORS 46" x 2 a 92" I 2 EI9 LDIGHTMG CONTROL DIAGRAM, SCHEDULER AND DETAILS BUILDING SECTION SYMBOL DOUBLE AUTOMATIC ENTRANCE DOORS "" x I ■ SS" EZm ELECTRICAL PANEL SCHEDULES AND LOAD CONSTRUCTION NOTES TOTAL EXIT WIDTH 346" Please be advised this review of plans submitted is a CALCULATIONS AE21 EL.ECTTQIGAL PANEL SCHEDULE& AND LOAD cursory review to assist the contma ;in compliance with REVIEW DATE /, �0�tor 1-1 CALCULATIONS INTERIOR FINISHES: licable fire safet codes. This review is not intended CITY OF ZEPH RHILLS E22 ELECTRICAL ENLAI�CsW POWER / COMM. PLAN - !NEST " I. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE "B" FBC - BUILDING, CHAPTER 8 BUSINESS - GROUP B !FULLY SFRINKLERED) INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 8035 a Po be a final apprcva; of the submitted plans. {t is the PLANS EXAM( E23 ELECTRICAL ENLARGED O.R. PLANE, DETAILS AND NOTES R �L WALL SECTION SYMBOL WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLASS INTERIOR FINISH RATING IN EXIT AND EXIT ACCESS AREA. CLASS "C" ELSEWHERE. VERTICAL EXITS AND EXIT PASSAGEWAYS: CLASS B e responsibility to ensure that the plans are in contractor's sol., p y P - -81J 8 SPECIFICATIONS EXIT ACCESS CORRIDORS / EXITWAYS: GLASS G flCe with GI1 applic�',hle NFPA codes and complete compliuL SZJ FOUNDATION PAN 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A FLUSH BOLTS OR ROOMS AND ENCLOSED SPACES: CLASS C local ordinances. In the event that fu ther examination or 622 FRAMING PLAN KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED SURFACE BOLTS SHALL NOT BE USED. areas of non-compliance, it shall be 2 SZ3 FRAMING / FO�AJDATION PLANS 62A FOUNDATION / SITE WALL _ site inspection reveals PLAN DETAIL SYMBOL 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR AND GLASS BELOW 18" AFF. AND ALL GLAZING IN DOORS the contractor's sole responsibility, at their sole expense to I he City assumes no 63J STRUCTURAL DETAILS COMPLY WITH A89Z STRUCTURAL WALL SECTIONS bringthose areas in compliance. ALL WORK SHA STRUCTURAL WALL SECTIONS SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER responsibility for the contractor's failure to be in PREVAILING CO ES, FLORIDABUIL STRUCTURAL WALL SECTIONS FBC-2406.1 with all applicable NFPA Codes and local ordinances. CODE, NATION A ELECTRIC CODE STRUCTURAL WALL SECTIONS 4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21„ AND W" CITY OF ZEPHY ILLS ORDINAN 3b STRUCTURAL WALL. SECTIONS - ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, S31 STRUCTURAL WALL SECTIONS DETAIL SYMBOL CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING OBJECTS MOUNTED 63.6 STRUCTURAL WALL SECTIONS ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE 0S4J FOUNDATION DETAILS CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 842 FRAMING DETAILS 643 FRAMING DETAILS 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT 84A FRAMING DETAILSOIL LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET 64.b FRAMING DETAILS 0'-0" FF.E. ELEVATION MARK ACCESSORIES, GRAB BARS, WALL STOPS, ETC_ ISGA. GALV. FLAT METAL MAY BE USED IN TOP OF SLAB LOCATIONS APPROVED BY ARCHITECT. 6. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVING A FLAME SUBMITTED PLAN(S) HAVE BEEN REVIE �� PROJECT SPREAD INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFTSTOPPED AS FOLLOWS BY ZEPHYRHILLS E IRS L' O CE ,?6 INTERIOR ELEVATION MARK EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE FIRESTOPPED AT Date: � � m, � # 1 1 7 OORRL�ELgAT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF EACH FLOOR SUPP62. Ravtewer:_ �� (3 ,fin, - ,C,�, � ►' t<.� i- "%/ " KEYED DRAWING NOTES EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DIVIDED BY DRAFTSTOPS INTO AREAS NOT TO EXCEED 3,000 SOFT CONSTRUCTION OF A SINGLE STORY EXPANSION OF AN EXISTING OUT ,/ L /� I� " l/ !h t C J� b y an M 6C caf 63.ANY CONCEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR ABOVE ROOF PATIENT MEDICAL CENTER INCLUDING BUILDING, FULL SITE DEVELOPMENT AND UTILITIES. ( -j'1 16 2-6 V�' CO DOOR NUMBER SYMBOL SHALL BE DRAFTSTOPPED FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF SUPPORT FOR THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF NECESSARY, AT OTHER LOCATIONS TO FORM AREAS NOT TO EXCEED 1000 PACE FOR ANY SPACE BETWEEN CEILING AND FLOOR, AND 30 SOFT FOR ANY SPACE BETWEEN CEILING �0 /� PROJECT TEAM LOCATION MAID DDm ROOM NUMBER SYMBOL AND ROOF ro.4.0RAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2" THICK GYPSUM BOARD, 91 mega ""' 15/32" PLYWOOD, OR OTHER APPROVED MATERIALS THAT ARE ADEQUATELY p,�l�clona Aw 0 O WINDOW SYMBOL SUPPORTED 65.THE INTEGRITY OF ALL DRAFTSTOPS SHALL BE MAINTAINED ARCHITECT STRNJCTUFtAL Arne err ya4trncta Ave King rid Daughtery Pid m OLIVER[ ARCHITECTS MOHAN ENGINEERING Ethel Ave 1. ALL RATED PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR TO THE CEILING 32101 U.S. HWY.I'9 3040 GULF TO MAY BLVD., SUITE 209 AND BE SECURELY ATTACHED THERETO. WHERE SAID CEILING IS NOT PART OF AN PALM HARBOR, FLORIDA 34684 CLEARWATER, FLORIDA 3315E ASSEMBLY HAVING A FIRE RESISTANCE RATING At LEAST EQUAL TO THAT REQUIRED FOR PHONE: 121.181.1525 PHONE: 121. 1SI. 1505 :0Evelyn LA THE PARTITION, THE PARTITION SHALL BE CONSTRUCTED TIGHT AGAINST THE FLOOR OR REVISION THE ROOF DECK ABOVE. `� G) P ` S. PENETRATION OF FIRE RATED WALLS, FLOORS, OR FLOOR/ CEILING ASSEMBLIES FOR CIVIL HAMILTON ENGINEERING • SURVEYING, INC. FIRE PROTECTION / MEDCsAS / ;� us Ave � PROJECT' - Cow. Or PLUMBINCs / MECHANICAL ELECTRICAL, TELEPHONE, PLUMBING, H.VA.C. DUCTS, COMMUNICATION SYSTEMS OR SIMILAR FACILITIES SHALL BE PERMITTED BY NON-COMBUSTIBLE PIPE OR CONDUIT WHEN ALL 311 NORTH NEWPORT AVENUE, SUITE 100 TAMPA, FLORIDA 33606 ADVANCED SYSTEMS EKG, INC 12601 AUTOMOBILE BLVD. NO., 2ND FLR < i a SITE �i TA LL: OAKS OPENINGS AROUND THE PIPE OR CONDUIT ARE FIRESTOPPED WITH APPROVED PHONE: 813. 250. 3535 CLEARWATER, FLORIDA 33162 i� NON-COMBUSTIBLE MATERIALS OR WHEN THE PENETRATION IS PROTECTED WITH A SYSTEM "F" PHONE: 121. 540. 9396 Cal* cow Or r� Gra r Ln ) c; "' WHICH HAS AN RATING EQUAL TO OR GREATER THAN THE ASSEMBLY IN WHICH THE PENETRATION OCCURS. Q /���� 7�ARE FOOToAd �R �� L�SCAPE AN�iNITECT Sonde Ave C`O t v•oc" Pt Vutcan Crw osionr Dr m* ao '1. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS U.L., GA. OR OTHER APPROVED TESTING GOP EY 166 DESIGN ASSOCIATES 666 LANEY DRIVE ELECTRICAL w w+nanov+or Ave D r WALL TYPES AGENCIES ARE CONSIDERED PROPRIETARY. PROPRIETARY ASSEMBLIES MUST BE BUILT PALM HARBOR, FLORIDA 34683 APG ELECTRIC l _ _ tie^'ara Ave UTILIZING THE COMPONENTS, MEANS, AND METHODS SPECIFIED BY THE TESTING AGENCY. 3 PHONE:121.181.2840 4825 140TH AVENUE NORTH, SUITE K I _J CONDITIONED AREAS: CLEARWATER, FLORIDA 33162-3822 10. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. EXISTING 55,290 SQFT PROPOSED SOFT PHONE: 121. 530. 0011 bland r�dvc! j --- t541 05 40 TOTAL CONDITIONED AREA 68,118 SOFT KEY PLAN SECTION SYMBOL 11. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE ACCESSIBILITY c 4 I CODE FOR BUILDING CONSTRUCTION (2004 EDITION) AND SHALL COMPLY WITH CHAPTER II 1 SECTION 430 SIGNAGE. Calumet iwe ;... SOUUNCONDITIONED ED EANlI UNCONDITIONED AREA 1,101 SOFT j NORTH COVERED ENTRY UNCONDITIONED AREA 1,614 SQFT Cecil Ln Lot* fia Ave .. •u EAST COVERED ENTRY UNCONDITIONED AREA 432 SQFT A�ralyn Rd 9, SQ TOTAL UNCONDITIONED AREA 3,141 FT _ - Henry Dr TOTAL AREA UNDER ROOF 1I065 8G>FT N•„ad a"o ,�. Easy Ave � � Q -E 0)42R O M B a PortioWs 02010 1&i V EO REVISIONS BY ANCA COMMENTS DC 03. 18. II FIRE COMMENTS 3 DC 05. 10. II ►-• E o Y ._, c • v oo ~� LZ b0 E N E w oo ro Q0 u � Q0 it 4 ¢ 00 d v r- .L N 3~ co �-� to IL E o UJ i N Cl) ti ✓ r- N a Q Q � N o 40� 0 x Q O _= O U Z N J C1 o .N U m � c � M ° M ° a J � Cr° X Q W U z O O a LLJ ° 0 U-) s Q M L o 0 ao s L. M CL N 0 LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZP Job: 09-45 Sheet T2 I1AProjects\Projects 2009\0945 - FMC - Ll{ ASC Expansion\CD\RF.V.03\Architectural\T2-'rITLF.dwg, 5/I0/2011 2:31:38 PM, DC 15 9- ......... ............................. IN - - m m m• ij nXS •� i �p y �#"b6 AgN7 .gkS87� I 4#. #a#t>�j k I q�1�4 ( D ARC,WITECTUf"L SITE PLAIN SCALE: I • 40'-0" NORTH KEYED NOTES Ol PROPERTY LINE - SEE CIVIL DRAWINGS 0 EXISTING CONCRETE SIDEWALK - SEE CIVIL DRAWINGS O3 EXISTING CONCRETE CURB - SEE CIVIL DRAWINGS O4 EXISTING ASPHALT DRIVE / PARKING - SEE CIVIL DRAWINGS O5 EXISTING RETAINING WALL - SEE CIVIL DRAWINGS OEXISTING LANDSCAPE AREA - SEE LANDSCAPE PLANS OEXISTING ASPHALT PARKING / DRIVE AREA OEXISTING STRUCTURAL COLUMN O9 EXISTING 10' UTILITY EASEMENT 10 25' LANDSCAPE BUFFER It NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS 12 NEW 5' CONCRETE SIDEWALK (TYP. UN.O.) GNEW ASPHALT SURFACE OVER EXISTING ASPHALT - SEE CIVIL FOR EXACT LOCATIONS 14 NEW STANDARD PARKING SPACE 9' x 20' (TYP.) - SEE CIVIL PLANS 15 NEW H.G. PARKING SPACE 12' x 20' (TYP.) - SEE CIVIL PLANS Ib NEW CONCRETE WHEEL STOP (TYP.) - SEE DETAIL 10/AS3 li NEW CONCRETE CURB (TYP.) - SEE DETAIL I/AS3 IS NEW INTEGRAL CURB AND SIDEWALK WITH DETECTIBLE WARNING I SURFACE - SEE DETAIL 6/AS3 19 NEW 12" SPLIT FACE MASONRY RETAINING WALL SYSTEM - SEE DETAIL I/AS2 AND STRUCTURAL DRAWINGS 20 SHADED AREA REPRESENTS AREA OF NEW ASPHALT PAVEMENT - SEE CIVIL DRAWINGS 21 HATCHED AREA REPRESENTS AREA OF NEW POROUS CONCRETE - SEE CIVIL DRAWINGS 22 NEW PRE-ENGINEERED / PRE -FABRICATED ALUMINUM CANOPY SYSTEM TO COVER CONCRETE SIDEWALK AND PARKING 23 TYPICAL 5' x 5' GRID PATTERN IN CONCRETE TO BE FORMED USING HAND TOOLED CONTROL JOINTS IN SIDEWALK - SEE DETAIL 2/AS3 24 V-0" WIDE HATCHED CROSSWALK 25 6'-0" TALL CHAIN LINK FENCE ATOP RETAINING WALL SYSTEM 26 LINE OF BUILDING WALL 2� BUILDING STRUCTURAL COLUMN 28 5'-0" WIDE LOADING ZONE 29 3"0 SUPPORT POST AT 10'-0" O.C. MAX. 30 EXISTING TREE - SEE LANDSCAPE PLANS 31 H.0 SI N E- SE D TAI 9/AS3 3 32 FIRE LANE - SEE CIVIL DRAWINGS FOR MORE INFORMATION. GENERv4L NOTES I. ALL NEW CONCRETE WALKS SHALL BE MINIMUM 4" CONCRETE WITH 6 x b, 4 WIA x WIA W.W.F. UNLESS OTHERWISE NOTED. 2. SEE ELCTRICAL DRAWINGS FOR ALL SITE LIGHTING AND ELECTRICAL SERVICES. 3. REFER TO CIVIL PLANS FOR ALL SIDEWALK / PARKING LOCATIONS AND DIMENSIONS. 4. REFER TO LANDSCAPE DRAWINGS FOR ALL IRRIGATION AND LANDSCAPE LOCATIONS. REVISIONS BY FIRE COMMENTS 3 DC 05. 10. 11 E � / O V7 u '� ro . • L 4 00 it tmMCJ Q z E N- = ELu � . U � � L E ti Q rn Y "ti o ./ ��1y �—� E o N ti Lo N #� M r- N c L0 a Q Q N �0 CD .� Q kA = o a n. (L) 1n 0 U Z N J �t 0 U m v J :3 N v W U — m 0 0 Q LLJ v; 0 Q >, oL. p oo s CL N O J Li - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZP Job: 09-45 Sheet AS 1 r Il:\Projects\Projects 2009\0945 . FMC - ZII ASC Expansion\CD\RFV.03\Architectural\AS I - SITE.dwg. 5/10/2011 2:31:16 PM, DC I mil F7141 NINON LIFE Sr- TY PLAN - PHA i SCALE: 3/32" ■ 1'-0" 9.7-3 • FE �f ®(v®Z I•t•I•I 0 LIFE STY LEGEND FIRE EXTINGUISHER - IN CABINET FIRE EXTINGUISHER - WALL MOUNTED EXIT LIGHTS EMERGENCY LIGHT FIXTURE. MANUAL FIRE ALARM PULL STATION HORN/FLASHING LIGHT COMBINATION STROBE ONE HOUR FIRE PARTITION THIS SYMBOL INDICATES ONE HOUR FIRE RATED PARTITIONS. SEE DETAIL 4/AII, ONE HOUR RATED FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES ONE HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND IS CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS, THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. SEE DETAIL 2/AII. TWO HOUR FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES TWO HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND IS CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. 3 a:::EHEE:: LIFE SAFETY NOTES KEY PLAN REVISIONS BY FIRE COMMENTS 3 05. 10. II DC E a u I � • L v 4 00 .� -- m E tL w1 i a 6 s2 E C-h N G1 it ¢ E m ^~ o = to I ESN 0 N ti M 00 N a a Q Q > N O O Q 9 n. c a� 0 U Z C N �. .0 U C M v J � � x Q N v Li U — 0 v 0 a W v � w N � 0 Q O t M L O L. — a. M N O J U. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEA Job: 09-45 Sheet LS 1 H:\ProJects\Projects 2009\0945 - FMC - 7.H ASC Expansion\CD\REV.03\Architectural\LSI & 2 - OVERALL LIFE SAFETY.dwg, 5/10/201 1 2:30:53 PM, DC LIFE STY PLAN - PHA 2 SCALE: 3/32" ■ V-m" LIFE SAFETY LEGEND FIRE EXTINGUISHER - IN CABINET FIRE EXTINGUISHER - WALL MOUNTED EXIT LIGHTS EMERGENCY LIGHT FIXTURE. MANUAL FIRE ALARM PULL STATION HORN/FLASHING LIGHT COMBINATION STROBE ONE HOUR FIRE PARTITION THIS SYMBOL INDICATES ONE HOUR FIRE RATED PARTITIONS. SEE DETAIL 4/AII. ONE HOUR RATED FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES ONE HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND IS CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. SEE DETAIL 2/All. TWO HOUR FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES TWO HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND IS CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS, THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. 3 E:=EHE: LIFE SAFETY MOTES KEY PLAN me .. REVISIONS BY FIRE COMMENTS 3 DC 05. 10. II E o Y u N 00 a: t' M w 'z "23 E N y=y E W C N _. • g to u , it Q E ti m 4 ti tn� tiO4 0 N ti N M ZTO t` r� t- N 1 ' a a d d C) N Q O C. 0 Q -�Q %A 0 U Z C J N It .0 U Lr) rn C C M M ° J � v- X Q N v w U — aD O Q cW vi N N QCL to •= M i o 00 -C O L M N O.- N O J LA - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZR Job: 09-45 Sheet LS2 H:\ProjcctN\Projects2009\0945-FMC-ZH ASC Expansion\CD\REV.03\Architectural\LS I & 2 - OVF.RAI.I. LIFE SAFETY.dwg, 5/10/2011 2:30:41 PM, DC Dil LIFE SAFETY PLAN - FINAL SCALE: 3/32° ■ V-0" L IM SAFETY LEGEND FIRE EXTINGUISHER - IN CABINET FIRE EXTINGUISHER - WALL MOUNTED EXIT LIGHTS EMERGENCY LIGHT FIXTURE. MANUAL FIRE ALARM PULL STATION HORN/FLASHING LIGHT COMBINATION STROBE ONE HOUR FIRE PARTITION THIS SYMBOL INDICATES ONE HOUR FIRE RATED PARTITIONS. SEE DETAIL 4/Ail. ONE HOUR RATED FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES ONE HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND IS CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. SEE DETAIL 2/AII. /•- I-Ti Fiji"F11"F�i �F TWO HOUR FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES TWO HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND IS CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. 3 a:::EEHH: 0 LIFE S TY NOTE—S KEY PLAN ,. so REVISIONS BY AHCA C VENTS I DC 03. I8. II FIRE COMMENTS 3 DC 05. 10. II �. E r 8 s U u-b0 �~ Q N B � ' �x E Ew N ) c caN oo u • Q E rn v � N x ~� ~ N 0 M ti N o a ri a Q d j co C) O O r Q 0 oa 1n 0 U _Z °J N qt 0 •N U U-) _ � ° M M � XaN° w U — V) 0 i V- Q LLJ ° 0 Q u-) s >, o 0 00 s L.— M C a- N O J LL. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZP Job: 09-45 Sheet LS3 ®! H:\Projccts\Projects 2009\0945 - FMC - ZH ASC Expansion\CU\REV.03\Architectural\LS3 - LIFE SAFETY.dwg, 5/10/2011 2:30:16 PM, DC IXI I x I IXI Ix --T7-----f7T----_K7r----T xl xl Izl Ix KEYED NOTES (cont.) 9 VENDING MACHINE - BY OWNER 11 LINE OF ROOF ABOVE 12 INFILL EXISTING OPENING - MATCH AND ALIGN WITH EXISTING 13 EXISTING CHASE - VERIFY 14 PROVIDE 4" x 4" WHITE GLAZED CERAMIC WALL TILE WITH WHITE GROUT OVER DUROCK CEMENT BACKER BOARD AT ENTIRE LIMITS OF MOP SINK TO 4'-0" ABOVE TOP OF SINK 15 NEW STRUCTURAL COLUMN 16 NEW METAL STUD FRAMED BOX -OUT 11 PATCH AND REPAIR EXISTING WALLS THIS AREA TO PREPARE FOR NEW PAINT 18 NEW SCOPE WASHER - BY OWNER 19 SOILED LINEN HAMPER - BY OWNER OSTRETCHER ALCOVE 81 WOOD VENEER PANELS - SEE INTERIOR ELEVATIONS 82 CRASH RAIL, SCR-48N, BY CONSTRUCTION SPECIALTIES 83 CLINICAL SINK - SEE PLUMBING I 3 84 PROVIDE AND MOUNT KNOX BOX AT 60" AFF. 85 APPROVED "LIGHT FRAME ROOF" SYMBOL PER FL STATUTE 633.021. SYMBOL TO BE RED. MOUNT SYMBOL AT 54" AFF. �. _ DIOTMCE-BED EEN SYMELOLei NO-T TQ EXCEED ICO' - - _ GENERAL NOTES I. REFER TO SHEET Alc FOR GENERAL NOTES AND WALL LEGEND 0 EN1 AleaEC) PARTIAL FLOOR PLM SCALE: 1/8" • 1'-0" L_ KEYED NOTES OI EXISTING STRUCTURAL COLUMN O2 EXISTING CABINETRY / SHELVING 30 EXISTING PLUMBING FIXTURE GNOW WORK THIS AREA OEXISTING PARKING - SEE ARCHITECTURAL SITE PLAN OEXISTING lU HOUR FIRE / SMOKE PARTITION OEXISTING SMOKE PARTITION ONEW STEEL COLUMN - SEE STRUCTURAL DRAWINGS O9 NEW STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 10 NEW BASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS II NEW BUILT-IN CABINETRY - SEE INTERIOR ELEVATIONS Q12 NEW WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS e13 NEW FIXED SHELVING - SEE DETAIL I/A9a 2 14 NEW REFRIGERATOR - BY OWNER 15 NEW U.C. REFRIGERATOR - BY OWNER Ib NEW COPIER - BY OWNER 11 NEW ELEC. SERVICE EQUIPMENT - SEE ELECTRICAL DRAWINGS IS NEW PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS 19 NEW MECHANICAL CHASE - SEE MECHANICAL DRAWINGS 20 NEW WALL MOUNTED ELEC. WATER COOLER - SEE PLUMBING DRAWINGS 2I NARCOTICS LOCKER IN UPPER CABINETRY WITH LOCKS 22 NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS 23 NEW CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLANS 24 NEW CONCRETE CURB - SEE DETAIL I/AS3 25 PASS THRU CABINET - BY OWNER 26 NEW ISOLATED POWER PANEL - SEE ELECTRICAL DRAWINGS 21 NEW WALL HUNG SINK - SEE PLUMBING DRAWINGS 28 NEW FIRE EXTINGUISHER - SEE DETAIL 3/All 29 NEW ABOVE COUNTER ICE MACHINE - SEE PLUMBING DRAWINGS 30 NEW X-RAY BOX - SEE ELECTRICAL DRAWINGS 31 NEW FLOOR SINK - SEE PLUMBING DRAWINGS 32 BED PAN WASH - THIS WATER CLOSET 33 SHOWER 34 NEW TREE GRATE - SEE DETAIL 5/AS2 35 NEW CONCRETE WHEELSTOP - SEE DETAIL IO/AS3 36 NEW CONC. RAMP WITH DETECTABLE WARNINGS - SEE DETAIL 6/AS3 31 NEW N.C. PARKING SPACE - SEE DETAIL 1/AS3 OR 8/AS3 38 NEW BLANKET WARMER - BY OWNER 39 NEW CRASH CART - BY OWNER 40 NEW PATIENT BED - BY OWNER 4I NEW STANDARD PARKING SPACE - SEE CIVIL DRAWINGS 42 NEW MICROWAVE IN UPPER CABINETS - SEE INTERIOR ELEVATIONS 43 NEW DOWNSPOUT FROM ROOF DRAIN TO CONTINUE DOWN THROUGH CONC. SLAB AND MANIFOLD INTO STORMWATER SYSTEM - SEE ARCHITECTURAL SITE PLANS AND CIVIL PLANS FOR MORE INFO. 44 EXISTING PATIENT BED 45 NEW CEILING MOUNTED CUBICAL CURTAIN SYSTEM - SEE ID SHEETS 46 NEW LOCKER SYSTEM - SEE GENERAL NOTE 011 41 NEW CURTAIN WALL SYSTEM - SEE WINDOW SCHEDULE 48 NEW 6'-O" TALL CHAIN LINK FENCE ENCLOSURE 49 NEW GENERATOR - SEE ELECTRICAL DRAWINGS 50 NEW OXYGEN TANK - SEE MED GAS DRAWINGS 51 EXISTING GENERATOR - SEE ELECTRICAL DRAWINGS 52 BUILT IN BENCH - SEE INTERIOR ELEVATIONS 53 NEW CROSSWALK STRIPING - SEE CIVIL DRAWINGS 54 NEW BLACKENING FILM APPLIED TO INSIDE OF GLASS AS REQUIRED 55 NEW SHELVING - BY OWNER 56 NEW DISHWASHER 51 STERILIZERS BY OWNER 58 WASHER BY OWNER 59 STAINLESS STEEL UNIT BY OWNER ® NEPTUNE DUCKING STATION BY OWNER 6I STAINLESS STEEL 3 COMPARTMENT SINK BY OWNER 62 H.G. SIGNAGE - SEE DETAIL 9/AS3 63 PROVIDE 5/8" GWB OVER I x 3 P.T. FURRING AS REQUIRED 64 NEW CONC. PAD / DRIVE - SEE CIVIL DRAWINGS 65 PAIR 4'-0" WIDE x b'-0" TALL CHAIN LINK GATES WITH ALL GATE HARDWARE AS REQUIRED bb PROVIDE BLACKENING FILM TO OUTSIDE FACE OF GLAZING PRIOR TO NEW WALL CONSTRUCTION 61 5'-0" WIDE PASSENGER LOADING ZONE 68 WRAP STEEL COLUMN WITH MIL FINISH BREAK METAL TO MATCH STOREFRONT SYSTEM - SEE DETAIL 3/AIOb 69 BOTTLED WATER COOLER - BY OWNER KEY PL N REVISIONS BY ANCA COM'1ENT8 DC 03. 1& II CLIENT)MITRACTOR 2 DC 03. 15. II FIRE COMMENTS 3 DC 05. 10. II .f �-- E g � r L 5 v a �i Q 6 2� i N ' 5 E tz.l �� g caN Q Q rn r 4, f` .L • ' N ti co ESN0 r N ti ■� cM N r` � � c a I W . a Q Q N > o o _.j 4 p•. o � O U_ Z C J N .N L lf') � o M x N LLI V '� VU) 0 0 _ LL a Ld o 0 0 Q LO M L 0 CC) L L M N O J Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A 1 b -F 1I:\Projects\Projects 2009\0945 - FMC - LI1 ASC Expansion\CD\REV.03\Architectural\A01 b - ENLARGED FLPLAwg, 5/10/2011 2:29:57 PM. DC YWI�1 Y 1Yli, Jliu,� (D- - -eL- - _9!v- 62 3l 35 1 A83 62 Oil— - I 35 3� Riiiiiiiiiii ��...0/O.O......... LOUO...1 -- U..1 JOOOO.O...O/...OL7.O...1 --- .........U....—:.I►�O.OI O�O...U.Vi r 1 1I;i I! lip / ' 1 �i*i 26 25 7 ® --STER_ r 0 - 5 t t ® O 6 m ® CLEANSTERILE 144 131 qfs 26 �I wt • 4J I I L 21111111111 CORRIDOR 04 EAST ENTRY _ � 14 12 6/A1. ROOM JAN _ CI�AK t_ 52 I EXISTING EXISTING P. II I ® III TOILET 1 TOILET -- 158k�R EXISTING LJ,4N I II L --- Jill�— EXTERIOR GENERATOR AREA I I I I I I 22 —/ 1 41, EXTERIOR MEDICAL CsAS AREA E EXISTING TRAINING 155 EXISTING WORK AREA 1,0 1 I - � 1 23 D 9 14 144a 151 I I. 14 8 I r---- �__� 19 _ 155 I O EXISTING CONFERENCE EXISTING 1 I Sb I I I r j! _ J GENERAL j ROOM _ STORAGE ----, r , 59 I df Y EQUIPMENT I va 69 25 1 i t STORAGE i O - 'J CLAB6 'C' OR IL• bl 141,+------+-1�ti�}� EXISTINGir— O U SOILED O OI GURGICAL V� COMPUTER Z [ WOE I 9 J COORDINATOR i1� ROOM d) EXISTING CORRIDOR ROOM II • ROOj� _ I I OFFICE I Ivl X 136 26 14e Q - J I Is IRR �Q 12 I EXISTING EXISTING U OFFICE OFFICE OFFICE V Q VESTIMIL PRE-ADMIS61ON 0"T w6 � a 135b STERILE CORRIDOR iRBE OFv3 vaFICE + Ir2 13 w 23 - - - - 82 8 28 OI Im 5/Ale e 6 I 134e MEo PREP/ 1 (MED STOR ---- --- - x -` x >< >: x\> I II ISOILED ----, w HOLDMG 0 6/Ale " I/Ale I I II I I I I I I I I I 1 I I I I I CLEAN � 9 )Iol Im 15 " \0l I I 45 I I I I I I I I I I I I I I I I ROOM I 43 �� 19Sb 12 13,e jDED 'I SEED n i 1�EBD �3 � :8W -41 1 :EED -3: IEBD �� 1 :00 -!: 1 :EED -8: 1 122 __-- - L --- J 1 L --- J 1 L --- J L --- J 1 L --- J 1 L --- J I L --- J 1 L --- J ® o - - 45 3 4 Alf Alf EXISTING EG1Ull"MMENT OFFICE STORAGE vm EI ®il KEYED NOTES (cont.) KEYED NOTES 10 VENDING MACHINE - BY OWNER 0 EXISTING STRUCTURAL COLUMN 11 LINE OF ROOF ABOVE O2 EXISTING CABINETRY / SHELVING 12 INFILL EXISTING OPENING - MATCH AND ALIGN WITH EXISTING O3 EXISTING PLUMBING FIXTURE 13 EXISTING CHASE - VERIFY O4 NOW WORK THIS AREA 14 PROVIDE 4" x 4" WHITE GLAZED CERAMIC WALL TILE WITH WHITE O5 EXISTING PARKING - SEE ARCHITECTURAL SITE PLAN GROUT OVER DUROCK CEMENT BACKER BOARD AT ENTIRE LIMITS OF MOP SINK TO 4'-0" ABOVE TOP OF SINK G6 EXISTING (1) HOUR FIRE / SMOKE PARTITION 15 NEW STRUCTURAL COLUMN 0 EXISTING SMOKE PARTITION 16 NEW METAL STUD FRAMED BOX -OUT 0 NEW STEEL COLUMN - SEE STRUCTURAL DRAWINGS 11 PATCH AND REPAIR EXISTING WALLS THIS AREA TO PREPARE FOR O NEW STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS NEW PAINT NEW SCOPE WASHER - BY OWNER 10 NEW BASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS 18 GSOILED LINEN HAMPER - BY OWNERit NEW BUILT-IN CABINETRY - SEE INTERIOR ELEVATIONS 19 SOILED LINEN HAMPER - BY OWNER 12 NEW_ WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS OSTRETCHER ALCOVE vVv� 13 NEW FIXED SHELVING - SEE DETAIL I/Ale 0WOOD VENEER PANELS - SEE INTERIOR ELEVATIONS 14 NEW REFRIGERATOR - BY OWNER 82 CRASH RAIL, SCR-48N, BY CONSTRUCTION SPECIALTIES 15 NEW U.C. REFRIGERATOR - BY OWNER 83 CLINICAL SINK -SEE PLUMBING I 3 I6 NEW COPIER - BY OWNER 84 PROV APPROVED "LIGHT FRAME ROOF" SYMBOL PER FL STATUTE AND MOUNT KNOX BOX AT 60" AFF. TUTE Il NEW ELEC. SERVICE EQUIPMENT - SEE ELECTRICAL DRAWINGS 85 A 633.021. SYMBOL TO BE RED. MOUNT SYMBOL AT 54' AFF. IS NEW PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS D I T CE EWE S_VIk0L§LN0_T TQ EXCEqp I 19 NEW MECHANICAL CHASE - SEE MECHANICAL DRAWINGS WALL LEGEND 20 NEW WALL MOUNTED ELEC. WATER COOLER - SEE PLUMBING DRAWINGS 21 NARCOTICS LOCKER IN UPPER CABINETRY WITH LOCKS EXISTING DOOR SYSTEM 22 NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS EXISTING WINDOW SYSTEM 23 NEW CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLANS EXISTING WALL PARTITION 24 NEW CONCRETE CURB -SEE DETAIL I/A83 — — — EXISTING ONE HOUR FIRE /SMOKE PARTITION 0PASS THRU CABINET - BY OWNER EXISTING SMOKE PARTITION NEW ISOLATED POWER PANEL - SEE ELECTRICAL DRAWINGS EXISTING MASONRY WALL SYSTEM 26 4'! .. 21 NEW WALL HUNG SINK - SEE PLUMBING DRAWINGS tYP 28 NEW FIRE EXTINGUISHER -SEE DETAIL 3/All NEW DOOR SYSTEM -REFER TO DOOR SCHEDULE 0 29 NEW ABOVE COUNTER ICE MACHINE - SEE PLUMBING DRAWINGS NEW WINDOW SYSTEM - REFER t0 WINDOW SCHEDULE 30 NEW X-RAY BOX - SEE ELECTRICAL DRAWINGS NEW METAL STUD PARTITION - REFER t0 TYPICAL 31 NEW FLOOR SINK - SEE PLUMBING DRAWINGS NON -RATED WALL PARTITION DETAIL I/All 32 BED PAN WASH - THIS WATER CLOSET NEW METAL STUD SOUND INSULATED PARTITION -REFER IL I/AII 33 SHOWER t TYPICAL NON -RATED WALL PARTITION DETA NEW ONE (1) HOUR RATED FIRE PARTITION -REFER TO \\ 34 NEW TREE GRATE - SEE DETAIL 5/AS2 TYPICAL ONE -HOUR RATED FIRE PARTITION DETAIL 4/All NEW CONCRETE WHEELSTOP - SEE DETAIL IO/AS3 >�.. NEW TWO (2) HOUR RATED FIRE / SMOKE PARTITION - REFER TO TYPICAL TWO-HOUR RATED FIRE PARTITION 36 NEW CONC. RAMP WITH DETECTABLE WARNINGS -SEE DETAIL 6/A83 1 v -vV-ter vvv—v - NEW FIRE/SMOKE PARTITION -REFER TO TYPICAL 0NEW H.G. PARKING SPACE - SEE DETAIL 1/AS3 OR 8/AS3 � FIRE/SMOKE PARTITION DETAIL 2/All _/\_ �-�_(38 NEW BLANKET WARMER - BY OWNER 7T77T77= NEUl G IJ. AL SYvET Fil T C RA ) - REFER TO WALL TYPES ON SHEET All 39 NEW CRASH CART - BY OWNER 40 NEW PATIENT BED - BY OWNER SEE SHEET All FOR WALL TYPE DETAILS 41 NEW STANDARD PARKING SPACE - SEE CIVIL DRAWINGS 42 NEW MICROWAVE IN UPPER CABINETS - SEE INTERIOR ELEVATIONS GENERAL NOTES 43 NEW DOWNSPOUT FROM ROOF DRAIN TO CONTINUE DOWN THROUGH CONC, SLAB AND MANIFOLD INTO STORMWATER SYSTEM - SEE ARCHITECTURAL SITE PLANS AND CIVIL PLANS FOR MORE INFO. I. ALL INTERIOR WALLS ARE NOMINAL 4" METAL STUDS U.ON. 44 2. ALL NEW G.W.B. TO MATCH EXISTING FINISH (LEVEL FOUR (4) ) EXISTING PATIENT BED 45 NEW CEILING MOUNTED CUBICAL CURTAIN SYSTEM - SEE ID SHEETS 3. PATCH AND REPAIR ALL EXISTING G.W$. AS REQUIRED TO LOOK LIKE NEW - REPLACE IF REQUIRED 46 NEW LOCKER SYSTEM - SEE GENERAL NOTE "II 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS 41 NEW CURTAIN WALL SYSTEM - SEE WINDOW SCHEDULE DONE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 48 NEW 6'-0" TALL CHAIN LINK FENCE ENCLOSURE 5. GENERAL CONTRACTOR TO NOTIFY ARCHItEGt OF ANY 49 NEW GENERATOR -SEE ELECTRICAL DRAWINGS DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK 50 6. GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING IN WALLS NEW OXYGEN TANK -SEE MED GAS DRAWINGS AS REQUIRED FOR NEW CABINETRY, ACCESSORIES, ETC. 51 EXISTING GENERATOR - SEE ELECTRICAL DRAWINGS 1. PATCH, REPAIR AND/OR PROVIDE FLOAT OVER LAY OF THE 52 BUILT IN BENCH - SEE INTERIOR ELEVATIONS EXISTING CONCRETE SLAB AS REQUIRED AND PREPARE TO RECEIVE NEW PROPOSED FLOOR FINISHES 53 NEW CROSSWALK STRIPING - SEE CIVIL DRAWINGS 8, VERIFY WORKING CONDITION OF ALL EXISTING CABINETRY AND 54 NEW BLACKENING FILM APPLIED TO INSIDE OF GLASS AS REQUIRED PLUMBING FIXTURES TO REMAIN. GLEAN, PATCH AND REPAIR AS REQUIRED. 55 NEW SHELVING - BY OWNER S. SEE DETAILS SHEET Ale FOR TYPICAL DOOR CLEARANCES. 56 NEW DISHWASHER 10. ALL GWB ON WALLS TO BE 5/8" 51 STERILIZERS BY OWNER 11, SOLID PLASTIC, DOUBLE TIER LOCKERS BY LENOX, MODEL - 58 WASHER BY OWNER LENOXLOCKER MALE CHANGING - SKYBLUE(M231, FEMALE CHANGING - MOSS(M228) 59 STAINLESS STEEL UNIT BY OWNER eNEPTUNE DUCKING STATION BY OWNER 61 STAINLESS STEEL 3 COMPARTMENT SINK BY OWNER X N.G. SIGNAGE - SEE DETAIL Ill PROVIDE 5/8" GWB OVER I x 3 P.T. FURRING AS REQUIRED NEW CONC. PAD / DRIVE - SEE CIVIL DRAWINGS 65 PAIR 4'-0" WIDE x 6'-0" TALL CHAIN LINK GATES WITH ALL GATE HARDWARE AS REQUIRED / 66 PROVIDE BLACKENING FILM TO OUTSIDE FACE OF GLAZING PRIOR TO NEW WALL CONSTRUCTION Q ' ' -,, LIU 6l 5'-0" WIDE PASSENCsER LOADING ZONE WRAP STEEL COLUMN WITH MIL FINISH BREAK METAL TO MATCH STOREFRONT SYSTEM - SEE DETAIL 3/AIOb 69 BOTTLED WATER COOLER - BY OWNER KEY PLAN / ''sa3 J / X 13 1� 0 ENLARGED D PARTIAL FLOOR PLAN SCALE: 1/8" • I'-0" �• •� REVISIONS By AHCA W MENTB 1 DC 03. 18. II FIRE COMMENTS 3 DC 05. 10. II �---� E o E • oo00 v . ro E p' c U • � Q E Q m vrc~�t ti ./ ca � ~� .naJ uN ~ N 0 00 ti ti N r_ �1 I a Q Q OJ oNo O Q ul o E c C O U Z C J N t 'O U O M � o M v J v � x x Q ( v -v Ld U �- •:. O O a W v cc 0a�'L CL O � 00 s Ih � Q' � N 0 Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet Alc H: Prolccts\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.03\Architecturdl\A01 c - ENLARGED FLPL.dwg, 5/10/2011 2:29:27 PM, DC N/1 �/4/ 1 - _� 1 \ FIR ANE 7TF___J1F 1111111110 iffil Vil ..n 1�0 WE 00�.��� ■ PARKING / h (p 6 CENEPAL NOTES I. ALL INTERIOR WALLS ARE NOMINAL 4" METAL STUDS I.I.O.N. 2. ALL NEW G.W.B. TO MATCH EXISTING FINISH (LEVEL FOUR (4) ) 3. PATCH AND REPAIR ALL EXISTING G.W.B. AS REQUIRED TO LOOK LIKE NEW - REPLACE IF REQUIRED 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS DONE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK 6. GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING IN WALLS AS REQUIRED FOR NEW CABINETRY, ACCESSORIES, ETC. 1. PATCH, REPAIR AND/OR PROVIDE FLOAT OVER LAY OF THE EXISTING CONCRETE SLAB AS REQUIRED AND PREPARE TO RECEIVE NEW PROPOSED FLOOR FINISHES 8. VERIFY WORKING CONDITION OF ALL EXISTING CABINETRY AND PLUMBING FIXTURES TO REMAIN. CLEAN, PATCH AND REPAIR AS REQUIRED. 9. SEE DETAILS SHEET Ala FOR TYPICAL DOOR CLEARANCES. 10. ALL GWB ON WALLS TO BE 5/8" II. SOLID PLASTIC, DOUBLE TIER LOCKERS BY LENOX, MODEL - LENOXLOCKER MALE CHANGING - SKY5LUE(M231, FEMALE CHANGING - MOSS(M228) L1L__1L_1_ \ \ 22 WALL LEGEND KEYED NOTES (cmt.) KEYED NOTES EXISTING DOOR SYSTEM 70 VENDING MACHINE - BY OWNER OI EXISTING STRUCTURAL COLUMN ® EXISTING WINDOW SYSTEM 11 LINE OF ROOF ABOVE 0 EXISTING CABINETRY / SHELVING EXISTING WALL PARTITION 12 INFILL EXISTING OPENING - MATCH AND ALIGN WITH EXISTING O EXISTING PLUMBING FIXTURE EXISTING ONE HOUR FIRE / SMOKE PARTITION 13 EXISTING CHASE - VERIFY O4 NOW WORK THIS AREA — — — — EXISTING SMOKE PARTITION 14 PROVIDE 4" x 4" WHITE GLAZED CERAMIC WALL TILE WITH WHITE O5 EXISTING PARKING - SEE ARCHITECTURAL SITE PLAN GROUT OVER DUROCK CEMENT BACKER BOARD AT ENTIRE LIMITS EXISTING MASONRY WALL SYSTEM OF MOP SINK TO 4'-0" ABOVE TOP OF SINK O EXISTING (1) HOUR FIRE / SMOKE PARTITION t 15 TYNEW STRUCTURAL COLUMN 0EXISTING SMOKE PARTITION NEW DOOR SYSTEM - REFER TO DOOR SCHEDULE 16 NEW METAL STUD FRAMED BOX -OUT O NEW STEEL COLUMN - SEE STRUCTURAL DRAWINGS O 11 PATCH AND REPAIR EXISTING WALLS THIS AREA TO PREPARE FOR O NEW STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS NEW WINDOW SYSTEM - REFER TO WINDOW SCHEDULE NEW PAINT 10 NEW METAL STUD PARTITION - REFER TO TYPICAL 18 NEW SCOPE WASHER - BY OWNER NEW BASE CABINETS /COUNTERTOP -SEE INTERIOR ELEVATIONS NON -RATED WALL PARTITION DETAIL I/All 11 SOILED LINEN HAMPER - BY OWNER NEW BUILT-IN CABINETRY - SEE INTERIOR ELEVATIONS 19 NEW METAL STUD SOUND INSULATED PARTITION - REFER 12 NEW WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS T TYPICAL NON -RATED WALL PARTITION DETAIL 1/All O STRETCHER ALCOVE 2 13 NEW FIXED SHELVING -SEE DETAIL I/A9a NEW ONE (1) HOUR RATED FIRE PARTITION - REFER TO 81 WOOD VENEER PANELS - SEE INTERIOR ELEVATIONS C TYPICAL ONE -HOUR RATED FIRE PARTITION DETAIL 4/All 14 NEW REFRIGERATOR - BY OWNER 82 CRASH RAIL, SCR-48N, BY CONSTRUCTION SPECIALTIES NEW TWO (2) HOUR RATED FIRE / SMOKE PARTITION - 15 NEW U.C. REFRIGERATOR - BY OWNER REFER TO TYPICAL TWO-HOUR RATED FIRE PARTITION 83 CLINICAL SINK - SEE PLUMBING I 3 16 NEW COPIER - BY OWNER NEW FIRE/SMOKE PARTITION - REFER TO TYPICAL 84 PROVIDE AND MOUNT KNOX BOX AT 60" AFF. FIRE/SMOKE PARTITION DETAIL 2/All 0NEW ELEC. SERVICE EQUIPMENT - SEE ELECTRICAL DRAWINGS 85 APPROVED "LIGHT FRAME ROOF" SYMBOL PER FL STATUTE � NE G U. AL S T ( E TKIC RA J -REFER TO 633.021. SYMBOL TO BE RED. MOUNT SYMBOL AT 54" AFF. IS NEW PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS WALL TYPES ON SHEET All DI TA CE EWE S L NO T E E I 0' 19 NEW MECHANICAL CHASE - SEE MECHANICAL DRAWINGS SEE SHEET All FOR WALL TYPE DETAILS 20 NEW WALL MOUNTED ELEC. WATER COOLER - SEE PLUMBING DRAWINGS 21 NARCOTICS LOCKER IN UPPER CABINETRY WITH LOCKS 22 NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS 23 NEW CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLANS 24 NEW CONCRETE CURB - SEE DETAIL I/AS3 25 PASS THRU CABINET - BY OWNER NEW ISOLATED POWER PANEL - SEE ELECTRICAL L DRAWINGS NEW WALL HUNG SINK -SEE PLUMBING DRAWINGS NEW FIRE EXTINGUISHER - SEE DETAIL 3/All NEW ABOVE COUNTER ICE MACHINE - SEE PLUMBING DRAWINGS /% 30 NEW X-RAY BOX SEE ELECTRICAL DRAWINGS 31 NEW FLOOR SINK - SEE PLUMBING DRAWINGS ib ib 32 BED PAN WASH - THIS WATER CLOSET SHOWER 16 b 4 34 23 34 — _ 34 NEW TREE GRATE -SEE DETAIL 5/AS2 24 --- 35 NEW CONCRETE WHEELSTOP - SEE DETAIL 10/AS3 35 62 35 62 35 35 35 35 711.2 !!!% !1I%, , veva, 36 NEW CONC. RAMP WITH DETECTABLE WARNINGS - SEE DETAIL 6/AS3 D a D O 31 NEW H.C. PARKING SPACE - SEE DETAIL 1/AS3 OR 8/AS3 93 38 NEW BLANKET WARMER - BY OWNER S3 bs 24 NEW CRASH CART - BY OWNER 35 6 ' 6 6 40 NEW PATIENT BED - BY OWNER dh 41 NEW STANDARD PARKING SPACE - SEE CIVIL DRAWINGS 0 22 0NEW MICROWAVE IN UPPER CABINETS - SEE INTERIOR ELEVATIONS NEW DOWNSPOUT FROM ROOF DRAIN TO CONTINUE DOWN THROUGH GONG. SLAB AND MANIFOLD INTO STORMWATER SYSTEM -SEE ARCHITECTURAL SITE PLANS AND CIVIL PLANS FOR MORE INFO. ! ! I 44 EXISTING PATIENT BED S3 -- `� d5 NEW CEILING MOUNTED CUBICAL CURTAIN SYSTEM - SEE ID SHEETS 24 46 NEW LOCKER SYSTEM - SEE GENERAL NOTE "II 8 g3 41 NEW CURTAIN WALL SYSTEM - SEE WINDOW SCHEDULE 48 NEW 6'-O" TALL CHAIN LINK FENCE ENCLOSURE d9 NEW GENERATOR - SEE ELECTRICAL DRAWINGS 50 NEW OXYGEN TANK - SEE MED GAS DRAWINGS 53 53 53 51 EXISTING GENERATOR - SEE ELECTRICAL DRAWINGS 52 BUILT IN BENCH - SEE INTERIOR ELEVATIONS 53 NEW CROSSWALK STRIPING - SEE CIVIL DRAWINGS 54 NEW BLACKENING FILM APPLIED TO INSIDE OF GLASS AS REQUIRED 8 55 NEW SHELVING - BY OWNER S3 Z4 56 NEW DISHWASHER STERILIZERS BY OWNER bi 58 WASHER BY OWNER b \` 59 STAINLESS STEEL UNIT BY OWNER NEPTUNE DUCKING STATION BY OWNER STAINLESS STEEL 3 COMPARTMENT SINK BY OWNER N.G. SIGNAGE - SEE DETAIL 9/AS3 DI ENLAR4ED PARTIAL FLOOR PLAN SCALE: I/8" . I'-0" 63 PROVIDE 5/8" GWB OVER I x 3 P.T. FURRING AS REQUIRED 64 NEW GONG. PAD / DRIVE - SEE CIVIL DRAWINGS 65 PAIR 4'-0" WIDE x 6'-O" TALL CHAIN LINK GATES WITH ALL GATE HARDWARE AS REQUIRED 66 PROVIDE BLACKENING FILM TO OUTSIDE FACE OF GLAZING PRIOR TO NEW WALL CONSTRUCTION 61 5'-0" WIDE PASSENGER LOADING ZONE 68 WRAP STEEL COLUMN WITH MIL FINISH BREAK METAL TO MATCH STOREFRONT SYSTEM - SEE DETAIL 3/AIOb 69 BOTTLED WATER COOLER - BY OWNER KEY PLAN m• an REVISIONS BY FIRE COMMENTS 3 DG 05. 10. II •� E • o . v s ro M @) C o 2 _ — z E w �� • g c Zg U � Q rn � N cz U. E N ti .._. Cn ao ti N , .� a ^ �61 I Q Q Q) N o O O . J d N O U J N 04 O N M X D w •0 U Q LJ o N o Q •— tn M i a C r O M a- N O J Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet Ald H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\RF.V.03\Architectural\AOId - ENLARGED FLPL.dwg, 5/10/2011 2:29:04 PM, DC NOTE= � - SEE SHEET A8a FOR KEYED NOTES 2 ��------------�� ' ' 2" EDGE OF SHELF ' I ' I VERTICAL SUPPORT ' ' MAN %AEW ��----------�� %6.011 9 A 12 11 0 r 11 A 12 - - I1 - 0 0 SEE FLOOR PLAN 9 12 - - - Il - 12 11 9 °� 12 _............. x - - - - - - 23 9 a DOOR TYPES DOOR FRAMES DOOR SCHEDULE _ \ / \ \ _:-- A / "FIRELITE" / GLAZING IN METAL FRAME in \ \ _ D E II - -- - / \ \ -- / \ �� \ / - --- G H F 5 6 91M. 6 5 9b 9b ________ _ _- - _- - -- - -- - - 10 l0 NO, TYPE DOOR FRAME HARDWARE REMARKS NO• SIZE MATERIAL FIN. FR MAT. FIN. TYPE Iola F 14'-8" x 1'-0" AL/GL AN - AL AN - I, 8 Iola lolb F 14'-8" x T-0" AL/GL AN - AL AN - - I, 8 lolb Im2 C 3'-0" x 1'-0" x 13/4" SCIUD 846 MTL PNT C 1 4 102 103 A PAIR V-0" x V-0" AL/GL AN AL AN A 1 1,2 103 104 C 3'-0" x 1'-0" x 13/4' SCWD StS MTL PNT C 1 4 104 105 C Y-0" x T-0" x 13/4' SCWD StS MTL PNT C 10 4 105 106 C 3'-0" x l'-0" x 13/4" SCUID sts MTL FNT C 10 4 106 101 C 3'-O" x T-0" x 13/4" SCWD SO MTL PNT C 1 4 101 108 C 3'-0" x 1'-0" x 13/4" SCWD StS MTL PNT C 3 4 108 109 C Y-0" x T-0" x 13/4' SCWD sts MTL PNT C 3 4 109 100 B 4'-0" x l'-O" x 13/4' SCWD $46 20 MIN. MTL PNT C 16 4, 9,10,1 llob t E - - -QUID ^ mr,/\� -'1SNT-' �-41\_ - 112a C Y-0" x T-0" x 13/4* SCWD 646 MTL PNT C 3 4 112a 12 3'-�1" '-0" x I / " _ ,WAV __ . & S - -- C____ 4 II b 113 C 3'-0" x l'-0" x 13/4" SCWD Sts 45 MIN. MTL FNT C 3 4 113 115 C 3'-0" x T-0" x 13/4" SCWD St 45 MIN. L FNT C 5 4,14, 16 115 A B 9b EXTERIOR MAIN EXTERIOR ENTRY DOOR STOREFRONT SYSTEM 8 4 9b 9b 8 4 9b 9b NOT USED 3 111 ll8 E Y-0" x T-0" x 13/4" SCWD 846 45MIN MTL FNT C 14 3,4 lie 119 C 3'-0" x 1'-0" x 13/4" SCWD 648 MTL FNT C 2 4 119 120 C Y-0" x T-0" x 13/4" SCUD $46 MTL PNT G 2 4 110 121 C 3'-0" x l'-0" x 13/4" sCU1D sts MTL PNT C 13 4 121 122 C Y-0" x l'-O" x 13/4' SCWD 546 MTL FNT I C 13 4 122 123 E 3'-0" x 1'-0" x 13/4" SCWD StS MTL PNT C I OZ2 A 123 114 C 3'-0 " x l'-0" x 13/4" $CWD 9/S MTL PNT G 4 4, t24 125 C 3'-0" x l'-0" x 13/4' 9CWD $46 MTL PNT C 13 125 126 H 3'-0" x 8'-o" AL/GL AN AL AN D 15 I, 2, 5 126a 121 C 3'-0" x T-0" x 1 3/4" SCWD 948 MTL FNT C 2 4 121 128 C Y-0" x l'-O" x 13/4' SCWD 646 MTL FNT C 2 4 128 129a C 3'-0" x l'-O" x 1 3/4" SCWD $46 MTL FNT C 10 4 129a 129b C V-0" x l'-0" x 13/4' SCUD 84S MTL FNT C 10 4 129b 129c C 3'-0" x l'-0" x 1 3/4" SCIUD S4S MTL PNT C 10 4 129c 12sd C Y-0" x T-0" x 13/4' SCWD sts MTL PNT C 2 129d 130 C 3'-0" x 1'-0" x 13/4" sCWD StS MTL PNT C 2 4 130 131 C 3'-0" x T-0" x 13/4" 5CWD StS MTL PNT C 1 4 131 132a C V-0' x T-0" x 13/4" SCWD sts MTL FNT C 10 4 132a C D METAL DOOR FRAME METAL DOOR FRAME IN METAL STUD WALL IN MASONRY WALL 1 I 3 132b C 3'-0" x 1'-0" x l 3/4" SC.UID sts MTL PNT C 10 4 132b 132c C Y-0" x T-0" x 13/4" SCWD sts MTL FNT C 10 4 132c HAR DWARE 132d C Y-0" x T-0" x 1 3/4" SCWD sts MTL FNT C 2 4 132d 132s C Y-0" x T-0" x 13/4" SCWD Sty MTL PNT C 1 4 131e HARDWARE SET • 1 HARDIlJi M GET • 8 HARDWARE SET • 13 (1 1/2) FR BUTT HINGES (1 1/2) FR BUTT HINGES (1 1/2) PR. BUTT HINGES (I) PASSAGE SET (1) STOREROOM LOCK SET lU PASSAGE SET (l) DOOR STOP AS REQUIRED (U DOOR STOP AS REQUIRED lU DOOR STOP AS REQUIRED (I) AUTO CLOSER (I) WEATHER STOP (I) DOOR SWEEP HARDWARE GET • 14 WARD"M SET • Z (1) PANIC BAR (1 1/2) PR BUTT HINGES (11/2) PR BUTT HINGES (I) AUTO CLOSER (1) OFFICE LOCK SET (1) PRIVACY SET (U DOOR STOP AS REQUIRED (1) DOOR STOP AS REQUIRED 3 (1) AUTO CLOSER HARDWARE SET • S HARDWARE GET • 15 T • 3 (1 1R) PR BUTT HINGES H ARE (1) LOCK SET STANDARD HARDWARE BY "YKK' (1 1/2) FR BUTT HINGES (1) DOOR STOP AS REQUIRED (2) PR STANDARD BUTT HINGES - 4 1/2' x 4 1/2' (1) OFFICE LOCK SET (1) AUTO CLOSER (1)1" DIAM. PULL (l) DOOR STOP AS REQUIRED (1) CONCEALED OVERHEAD AUTOCLOSER (1) DOOR STOP AS REQUIRED HARDWARE SET • 4 HARDWARE SET • 19) (1) WEATHER-STRIPPING WEEP (11/2) BUTT HINGES (1) CONCEALED PANIC BAR DEVICE li I/z) PR BUTT HINGES (1) DOOR SWEEP(1) (1)STOREROOM LOCK SET (1) DOOR STOP AS REQUIRED STOREROOM (1) DOOR STOP AS REQUIRED (1) AUTO CLOSER (1) PUSH / FULL HARDWARl2) KICK PLATES HARE �'�' • � E GET • s (1) BB 45 x 45, 26D, BUTT HINGES (1 1/2) PR BUTT HINGES HARDIu4RE GET • 11 (1) SR SWING UNIT 48" AUTO CLOSER ALUM. lU PANIC BAR (1) ADA PUSH BUTTONS, 320 (1) AUTO CLOSER (1 1/2) PR BUTT HINGES (1) KICK PLATES 8" x 44" 54E, 32D (1) THRESHOLD (1) PANIC BAR (1) FULL PLATE$ 4" x 16" 84E, 32D (1) DOOR STOP AS REQUIRED (1) DOOR STOP AS REQUIRED (1) PUSH PLATES 8" x 16" 84E, 32D (1) AUTO CLOSER HARDWARE GET • 6 (1) WEATHER STRIP (1 1/2) PR BUTT HINGES HARDULAM SET • IZ (1) PRIVACY SET (1 1/2) PR BUTT HINGES (1) DOOR STOP AS REQUIRED (U STOREROOM LOCK SET (1) AUTO CLOSER (U DOOR STOP AS REQUIRED (1) WEATHER STOP HARDWARE GET • 1 (1) DOOR SWEEP STANDARD HARDWARE BY "YIQC" (U AUTO CLOSER (4) FR STANDARD BUTT HINGES - 4 1/2" x 4 1/2" (1) STANDARD CYLINDER - KEYED ON INSIDE AND OUTSIDE (U I" DIAM. FULL (I) CONCEALED OVERHEAD CLOSER (1) DOOR STOP AS REQUIRED (1) WEATHER-STRIPPING (1) DOOR SWEEP (1) FLUSH BOLTS 3 (l) CONCEALED PANIC BAR DEVICE 133 3'-0" x '-0" X 13(4° %GU1D - 4S _-�ITL F'NT _ G _ 4_ 4 13 _ 134a C 3'-0" x 1'-0" x 13/4" SCWD 645 MTL FNT C 13 4,15 134a 134b C Y-0' x T-0" x 13/4" SCWD 546 MTL FNT C 13 4,15 134b E� _ p_ _ 135b E 4'-0" x 1'-m" x 13/4" SCUA StS MTL PNT C I 4 135b - - x - " x / t - 131 C Y-0' x T-0" x 13/4' SCWD 545 MTL PNT C 1 4 A 131 138 NOT USED 3 138 139 G PAIR 3'-0" x 1'-0" HM PNT 90MM HM PNT D 12 II, 11,13,16 139 140 c 3'-m' x 1'-m' N FNT HM FNT PNr D 12 u, lb 140 141 C 3'-0" x 1'-0" NM PNT HM PNT D 12 II, Ib 141 142 C Y-0" x T-0" HM PNT HM FNT D 8 11, I6 142 143a C 4'-0" x T-0" x 13/4' SCWD S4s MTL FNT C 9, l 143a 143b E 3'-0" x 1'-0" x 13/4" SCWD sts MTL PNT C I 4, 9 143b 1444 C 4'-0" x l'-0" x 13/4" SCWD sts MTL FNT C 4, 9, 10,1 144a 144b E 3'-0" x 1'-0" x 13/4" sCllD sts MTL PNT C I 4, 9 144b 145a C 4'-0" x l'-0" x 1 3/4' 5CWD sts MTL FNT C 4, 9,10,1 145a 145b E Y-0" x T-0" x 13/4' SCWD $t$ MTL FNT C I 4, 9 145b 146 B 4'-0" x 1'-0" x 13/4" sCUID s1S MTL PNT C 4, 9,10,1 146 141 NOT USED 141 148 C 3'-0" x T-0" x 13/4" SCWD 546 MTL FNT C 3 4 148 -148 v�i=�0'lx l`-0"x 13t4 ^�SCtUGZ• S v- --m -,PN!T.� --4C--- 150 C 3'-m' x 1'-0" x 13/4" 9CWD StS 45MM MTL PNT C 4 4,15 150 151 G 4'-0" x 1'-0" x 13/4" SCWD St9 45MM MTL ­ FNT ­C 13 151 152 C Y-0" x 1'-0" x 13/4" 9CWD sts MTL PNT C 4 4, Ib 152 153e A PAIR 3'-0" x 8'-0" AL/GL AN AL AN B 1 153a " 154 C Y-0' x l'-0" HM FNT NM FNT D 5 11 154 5 156a C 3'-O" x T-0" x 1 3/4" SCWD sts MTL FNT C 1 4 1568 GENERAL DOOR Nome �ICKS 156b EXISTING 156b 151 EXISTING 16 151 158 EXISTING 158 I. ALL DOORS / DOOR OPENINGS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE 2004 EDITION / NFPA 101 LIFE SAFETY CODE 1.2.12 WIDTH 12.1.4 SWING AND FORCE TO OPEN 12.15 LOCKS AND LATCHES AND ALARM DEVICES 12.L6 SPECIAL LOCKING ARRANGEMENTS 12.1.1 PANIC HARDWARE AND FIRE EXIT DEVICES 12.IB SELF CLOSING DEVICES 2. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING A.A.5. REQUIREMENTS. 3. ALL INTERIOR DOOR HANDLES SHALL BE 9CHL��AGE ALI' SERIES "SATURN". 4. ALL DOORS WITH AUTO CLOSERS SHALL HAVE BALL BEARING TYPE HINGES 5. ALL EXTERIOR DOORS SHALL HAVE 320 FINISH HINGES. Co. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPING. 1. UNLESS NOTED OTHERWISE, ALL INTERIOR DOORS SHALL BE PRE -FINISHED SOLID CORE WOOD DOORS BY MOHAWK "DARK BROWN ON BIRCH. SEE ARCHITECTURAL SPECIFICATIONS AND ID SHEET. g, DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 10% THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (16MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR S. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN AN EXTERIOR DOOR SHALL NOT EXCEED S5LBF (315N) - FIELD VERIFY EXISTING DOORS 10. THE MAXIMUM FORCE FOR PUSHING OR PULLING AN INTERIOR DOOR SHALL BE 51bf (222N) - FIELD VERIFY EXISTING DOORS 11. ALL S'-0" TALL DOORS TO RECEIVE TWO (2) PAIR HINGES 12. PROVIDE EXTRA JAMB REINFORCEMENT FOR ALL 4'-0" DOORS 13. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO PLACING ORDER (4 COPIES) I. COLOR TO BE CLEAR ANODIZED ALUMINUM TO MATCH WINDOW SYSTEMS 2. 35D MEDIUM STILE DOOR BY "YKK" - FLORIDA PRODUCT APPROVAL 05851.1 3. 3/4 HOUR "CJ' LABEL DOOR 4 FRAME WITH "FIRELITE" GLAZING 4. SEE JAMB DETAIL 8/A9b Z 2 b. PROVIDE STANDARD PREP FOR OWNER SUPPLIED KEYLESS ENTRY SYSTEM 1. PREPARE DOOR FRAME FOR ELECTRIC STRIKE - ADAMS RITE 1100-540-628-00 - PROVIDE 110v POWER SUPPLY AT CEILING ABOVE 8. STANLEY. DURA-GLIDE 2000, BY-PASS DOOR 9. C/S GROUP. "ACROVYN DOOR SYSTEMS" W/ STAINLESS STEEL BEVELS EDGE. DOOR STAIN TO MATCH WILSONART "SHAKER CHERRY" 380. I 1-(813)-831-3344. SEE ID SHEET. 10. PROVIDE AUTOMATIC PUSH BUTTON OPENING SYSTEM EACH SIDE. SEE ELECTRICAL DRAWINGS 11. SEE DETAIL 4/A9b 12. PROVIDE (3) PAIR HINGES 13. "B" LABEL DOOR 1 14. PROVIDE 180' HINGES 15, PROVIDE AUTO CLOSER 3 16. PROVIDE "ROOM NAME" LABEL ON EXTERIOR SIDE OF DOOR AS REQ. 159 EXISTING 159 160 EXISTING 160 Ibl EXISTING 161 162 C Y-0" x T-0" x 13/4" SCWD 846 MTL FNT C 4 4 162 163 EXISTING 163 O FIXED EL DETAIL SCALE: 1 1/2" I'-0" 164 EXISTING 164 , 166 C Y-0" x l'-0" x 13/4" SCWD 849 45MIN MTL FNT D 13 4 166 1 - - XsTI I68 EXISTING 168 69 1 EXISTING 169 16S EXISTING 110 Ill NOT USED 111 111 NOT USED 111 -"l 114 C Y-0" x T-0" x 13/4' SCWD 545 45MIN MTL FNT C 4 4,15, Ib 114 A������G���� Ir! - �'- z l- "x 3/ r - $ FTIi `� 13 `Il5 - 116 EXISTING 116 Ill E 4'-0" x l'-m" x 13/4" SCWD 54S 45MIN MTL FNT D 1 3 11l HINGES CAL -ROYAL - U9260 - S531xUS26,T5W3IxUS26 CLOSER : LCN - U5260 - 1460/1441 WALL STOP GAL -ROYAL - US260 - CONWB42 FLOOR STOP : CAL -ROYAL - U9260 - DSHPIS PASSAGE SET : SCHLAGE - US26D - SATURN ALIOS PRIVACY SET : SCHLAGE - US260 - SATURN AL40S LOCK SET SCHLAGE - U9260 - SATURN AL50PO SINGLE DUMMY TRIM : SCHLAGE - U8260 - SATURN AL110 STOREROOM LOCK SCHLAGE - U9260 - SATURN ALSOPD CLASSROOM LOCK : SCHLAGE - U8260 - SATURN AL10PO THRESHOLD : PEMKO - ALUM - 210A or 110A DOOR SWEEP PEMKO - ALUM - 315CN PULL HANDLE DON-JO - U8260 - 1114 KICK PLATE : DON-JO - ALUM - J102 PANIC DEVICE :MONARCH - MAL - 1910LDANE 118 EXISTING 118 119 EXISTING 119 180 EXISTING 180 I81 EXISTING 181 182a EXISTING 182a �� EXISTING 181b 183 EXISTING 16 JIL2A 183 184 C V-0" x l'-0" x 13/4" SCWD 546 MTL FNT C 2 184 185 C 3'-0" x 1'-0" x 13/4" SCWD StS MTL PNT C 13 4 185 ` '. Y 186 E 3'-0" x 1'-0" x 13/4" SCWD St9 MTL PNT G I 4 86 l81 C V-0" x l'-O" x 13/4' SCWD sts MTL FNT C 13 4 181 WD WOOD 3 919 STAINED t SEALED MTL METAL PNT PAINT HCWD HOLLOW CORE WOOD SCWD SOLID CORE WOOD GL GLASS AN ANODIZED FINISH AL ALUMINUM FAG FACTORY FINISH Ima E Y-0" x l'-0" x 13/4" SCWD $46 45 MIN. MTL FNT C 1 3,4 189a ISO EXISTING ml NOT USED 191 192 EXISTING 192 193 EXISTING 193 Igo EXISTING 194 195 C V-0" x l'-0" x 1 3/4" SCWD stS MTL PNT C 13 4 196 196 C 3'-0" x l'-0" x 13/4" sCWD StS MTL PNT C 13 4 196 191 lo'-0" x 1'-0" AL/GL AN AL AN BY 1*NTS E DC CLIENT/CONTRACTOR DC 03. 18. II FIRE COMMENTS 3 DC 05. 10. II r E o N .- � �M@1 Q $ o z E,~ � - E w / N C d CO U � Q E Q rn �lu "ti .. / to LL. E t` N 0 ti r N Ch ti N 1 L a x Q Q Co > o - O o O � o C to O U Z O J N � O y '0) U o M M v J O Way U_ � L (DO N E i LA_ a W o M 0 Qa. �• a CO -C O 0 - M N N 0 J LL. Date: 127 15. 10 Scale: AS NOTED Project Mgr: JLO I Drawn: DC Job: 09-45 Sheet A9a mmmi H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.03\Architectural\A09ah - DOOR-SCHF.DULEAwg, 5/10/2011 2:28:38 PM. DC �'�000F, IDFIRE -- CTION SITS PLAN SCALE: I" z 40'-011 IV ON f! L 01- t 'T t J, 0 4- 'A' f ru 7r t t 101 �� 7) A]i Q �.7 lii Ii A it t NIP it WYD tf LE XISTIWG 8" FIRE SERVI(;E AND 5AC44FLOW ASSEM15LY 3 TO BE PAINT D RE 1311 f0vC 0I I I I I I I all PVC it eS Am 84 OR 10 AL 04 181111111610'a FLOW TEST CONDUCTED BY ZEPHYRJ41LLS FIRE RESCUE HYDRANT 081115 MARKET SQUARE DRIVE NEAR EAST END OF BUILDING. DATE: MARCH 14,2011 TIME: 1:00 PM STATIC f9RESSURE: 62 PSI RESIDUAL PRESSURE: 24 PSI FLOW RATE: 3211 C-PI KEY PLAN REVISIONS BY AAHCA COMMENTS 03.1&11 co 1F_NT/C.GqqT?R0W__T0R REV. 4 PERMIT CD 03.18.11 PERMIT REV. 08.10. 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I �' '. , , , , , / / / I ' . / [ � /� �' , / ",',,'/,"'' I / . . ", , I I , I �' I I ".,/, I / / // �' - /'j Ir � , � - / -- I , I , I I " � / I , " I � " " , I I " �' ,. '.' " I , , " " " H / � I / ' , ", , .. .1 � , I '' . .' 'I I I i ' I I ; / , / " / " , " ' I , .. '.. " " - -;", , , , < . , . - I , , / , I / / , ' I I � i, / -- , " � , / ' / � " , , , , ., " , . , I " , , ' / z . - " / / " / � / , . � \ " I i � / , � , // I , � /. � � / ', / "I / �'x , / " , - " , , , " "I , i I " , "I , I , I �� " �' " / ' , // " / , . I I , , I/ I I , . ". , / / / / , ;1 ' I " , , f- -,-' -, "I I I " 1. . / I I I i , " "" ! / ''; " " " " - . I I /.1 I I I I - -, , I V-1 - " ' / "" / � , , , I I " , I _f, � 1" , "I �z� -z� I � I , " , " ' " -1 I 1 " . I " I .1 " I '. I I , I � I I /, I I I I I I I I " - ' , I" , " " " , I / I // . ". '. ) .' /I / " I '. " �' I .1 / /,/, , ,./ I ,� '. / '// / I ' I 1 , / I 1 I / / "I" 1 I I . I " I .� ''/, \ � - , " / , , " " , , ' ' , �' ". " , .. , '. 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" / , , , / , �' �' / � , , / , , / / , / "", " I 11 11 " �' // , , , I / " " I , �/ , � , , " , ' J/ F4 '�"'� "":'- � , , "�- , /""", , / " 4 I , � , I ' ' /0' � , I 1, . / / , . I . I � 1 1 , - - / � ,,--,-- , . / / ,,, I I " ,,, , " " " , , , , � , / I I �' .1 I -- I ,I I " , "I , f , I 11 " '�" I " " I " .1 '/ - --� �- " , " , / . I . , . - ' , " , ': � "- - -/ z,, , ': , , --. -, -�/ I / . , , I / ' -/ / / . , " I �' I , � , I , , , -�; I , , , , , / , / , � I I / / / " , / , / " I . , I 1 I � , / ,/ " , i i! F--'-)E'T '�-' I '� I . . .1 I I ' , " �,/ / , I/ . / , I "If I I " ", '/ / " / " 1, / /I � , �. ., , , , " / I , " , " , . I : / �' 'L , ��/) , " '� I 11 I I ,� I I , , I I I " 11�' I , '� -2 // , / -/// . - � � , / , � / " 1 I . I 11 .- I I - I I '. .1 " // // , '. I .. " "I " '/ " 1. � ", " " q '5-1 / - I , .. ,- / / , / " " / " , , �' , , / I 11 '. .1 / 1 �7Z / / " ", " / , " " " � I " / / I / , I I / / " . " . I - 7- -.1, - - - .:�-'-'� -/ � , � 4- ... I . � '.L / I , , I . �- ' ' � I I I , / , � � '-7' � 7�, ", , / , I I , ' /I / ., I / I � � -, , , , : 1� - li, , 4�" '� I / " , " " , "r i 11n, it, , " , " / '/ ", "" , ,,, , , "', "'.' I / I( ""/ /" " "", / - � - , / / / / �' / ., P"/ ,/, �/ / , � , / .// � ,� . � � � 11 � " � � X. - - 7/7 7/� �,,-;-7' / =x . , .. / 11 / -� '/7-�",'-L, , "I , I " "L7Z, "L"' I ��//—'--/"'-""-L�'-:�-� I - , , �: . � � , // 7Z I , , , �' � ' ' . '- , I i I �01 � -" "I - i " ": �'�" �' I -� I � I " I 11 , , , /" , """, " ,,, / " " , - - / - - , , � , , � ,,, / �' [" ' " / �/ / /,/ ' / I , I : ,,,, ,,, , / '. � I , , , .- " . � --'. : I " " / ." I " I , I / I , ' , , i � i i : i I i � i - I "' �- ,1 -/r -.- I -, 1. 7 , , , " I , �"'�' 1, , " , /111, I , I " � " 'I'll, .1 I I I I � " , �"'// I � - I / i ' ' , / , � i, , � / " '. " I / , I . /I , X / / \ ] - --1 � /'1/111 I /' 'I, . / J ' ,,,, , - / /I , '/ ""'�"' , , I , � , � , / , , / I � / // // -----�-- � " I "'�;' / "1'4'/ , , / I I I " , , , , , / " I Ui� / , > 0 , . � �e , � 1/1 I , , - -- - , , , � 1 I u�"';I Ic L' � ��/ T'; "/'� '�� / I , , � � I ", " " /I , ," , / I '. , .1 /' , ", / " , fL7 I I - - / , / I .. , '� i .1,1 F -F- I � � I 11 , , II/ " I , , , t�'� I I , . / / " / // � "I ( , , . X / I ' '. . , // / I '�"' � : . / ��""�"// , "/,., � ,- I , ,/"/ '://�11/'/'-"'/ �' / " �" , , - � / I ' , , , �- J- / , , , , " , , I , , , / / ,� / , , I , '� " , : ; '� -- - � ! � I , , 1� � " I , , � I I , " , / � , , // . iI/\- 'I, ; , / " /� , /' , I �f� - ' I, I " :1 ': .11 1 4F . , '. " , , I" ..' ' ," .1 '. i ' �; , -El � - I J - :�/ " .1 "/ z "//,." , 11"I/ 11 " // ;� , / JAKI � / 1, �." ' ' ,�. � - ' � � � I i,/ / ' / I � , / , / : - " - I u . -. - I � , I � � .J. I -'-.� -,z 'L , , ." " I I ."/ /I / ", I / -'� I �' . /7-7 t - I /".I*, " , I I I I ' - " ". / ,- /. ." I I I 1� , / ' / I I I . " " � 4111 , , . I '. "I , / I / /I I/ I /I I " "I I I " / I 11 / - - "�' 1 , I I '. .. / , '. '. I . " I I I / I � Z) I J �/ // I \ , � . I " '. " '. " I �' , I / /. " I " I " I " / I " , '� " " " I �' 1, " " ., -� -':�' " , , / , .11 I I I , I , � / ",/ ", , , I 7 I I .. ' // jj� ,-" /' . , /�' ' " . ' " I , '' /' / / " / / ./ . , I I 'I', , " '//� J I -- "I , ", '�' "" " " /JI/' " " I / � , , ", , / " , , , , " ", , , , // . . ", , r, '� '� '� - o o / . . I , . � / "I' 11, .1 � ". " , / I , ,?", , . f��'�" '. � : � , ��/ �' / , , .' , I " r / , " p / " '/ " ". ,. " "I '- , - '/ " I /' - " " '-, . " ' /- I 1� � /' ,7 _ " I '.1 I '. , I , " "/ / . / / , ." 4 / �' � � I . " -'.- , I I '. I I , / . . " , � � e � ". , 1 I � I " ,' / , - I " ,. '/ '� / , I - I I I , " /I � , � , A!", I" � 1. ./ -/'--../ I . [ , , , ��/ I NO i' I" - /"-"'-1 I . 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" , I I L — - � I .1 1 /4" / / / I �' I , , I - � � / I , " / . " , / �" , � / . // 4--l- --,. -- I , I " ./ , -, " " I / - I , I , '/ " / ' ' -- I , , , ' I ' ' I I I I / " 1, , " / " / / , 11 " . . '/ �':"' " , , i I - � I I 1.11 ' I " I I " , " ' " ''I "I . , . .", 1, I ,I r "I �;--y . , / / I I r I " " , I , "b / I / " I , . , , I " I I I I ; I '' / , I . / , , " , " / , 11 " ' , , I . I I , "/q " , , " I 11 ' / / " '� / � , / / � " I I .1 '. / ' ' , . " , . '/ .' . �/ , , � I , , / / / / ,.- I I V ,/ I , " I I , I I , " / , ,,, I I ,,, .. I " I '. " / - , , " , I I , , . I / / I , , " " . � , � , I " I .. I � , , '. / / ., / , / � " I I / ./ I / " f� , I I I I , , �' , ' / , I /" , I I , I / , '/ " , 11 . I , . ��/ I ,o / , , " I , ' I - - r-1 �' -1,,-1-[7 . I . ' � , // I , , I ' ' / /' ,.I I I I �/ � ! 1 I "' � -7,, , I , � " , I ':' � , I i - � , , , , , , , , , , 11 I " / , / , e, , I I � � ' � I ' ' I �1� . . 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I �' . � , , , / I ' // , " / // " i " � ., ./ / I . � I I , , " � �' , , '. , " , , � , , , - , , , , , , , ' , / ', , I , � , ", " ., , / .1 I , �' . � I , I I / , '�'e I I I I �;"' , , / ",/ , /I "/"" /�" / � , � , I I -/ , , , "'''''"'/� � I / *I 0 1 " . " , ,,, ' ' ' -1 "I' ! . " � , " —I I " / , I .1 / I / / . � I I ', 11 — - 771 I- - � - I I - -1 , . I � , /. , "I", " , , 1, " I I'' � / , . 1''. / / / . . , [LI � � ' -111, "I'll/ 11 1/1 I I ' � " , I . " � '� � , I I 1, �- , I 1. I "'. , // - , / , , � I I I , I I I . . I , , I///, /. " , I I - - - -, I / � " � . I "�'�' ,. " '' /' , I " , . � / " I., "/ I I �' i" "" �"' / ", " ". / / ", , / / " " // / I I , I I / I'll , , �-� 11 / I I / I 11, / - /' ""//,I , 1� '.' , /' ,,, /'� / .' " / / / / /' , , , , , � " , , �- , /' ' ' / , , , / / , , I , /�/ ,,-. " / . I , , " , , , / , I : '� I � -- I 1-k , , ' , ' , , " I I I �/ � / - '/ / " .' , " "I �Ii , - � . . I -- I '�- — -'.— I 11 I I I , � " I . , , " ; I */ ,,, , , I `�,'':�' . ", I , , , I "y I , � ..", / / " 1 I I / ''. / '/' " / I :' , , /,/""-"/ / / -� ,/ ". ;1,7. -11. "I I I I / I,- I " , / , , '/ " ". " " , ,- I I " " ,. , -�' I I I / , . I ' " . . . '�' , " ," I , " , " I , ", , .. I ,/ ", - I . � ! : I , , , -- I ,� / ' � / I , . , � , , , , � � ! : ��� " " , , , / - , , ", , � I J —1 - �! � � � E7 E I I----- I- --- / ." 11'' , 'I,'', ""11/,'""', "'/z / , " " ", " "'.�o , / " :�/" /'---"'-'-J:�'�"' /' �' , , � / '� '', / / , , //' I I "/,. I I , ", // / " ",/",/ � i 1 1 i " , I '. '''', '/' ''� " '- , , , /I -1 I , , " , � , "" ' " , / . / / " "I , , r I "I " P' , , " ", / , � - - , /I I � : t I � 1 � I . 11 � � /' // � , / " / � I �t I " , I -, , " / ! �" e" , " ... / / 'e I " ' ' ' ' . � /I / ' I , , . . . I I �' 11 I 1 1 1 I " � I I I � I '.I , I I ' L'L '. �� ... ". 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