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HomeMy WebLinkAbout38051 Market Square (2)R RIOR BUI]LD OUT FOR 1 V 'A11111110-1 SUrrE 2 H�P 1� qc '7 � W J}�MITTE® PLAN(S) Pl E EN REVIEWB6 �-1 VI jk)d �� UY ZEPHYRHILLS FI HA ICE Data: ev4dwer: - F f yl CyvVf 38051 M kRK ET SQUARIE k, or (' 6 3 s �� ��- ALL WORK SHALL R h e WK k6l 5 �� 2A4 COMPLY �THALL PREVAILING CODES Please be advised this review of plans submitted is a FL O RIDA BUILDING CODE, NATIONAL cursory review to assist the contractor in compliance with ELEC CITY OFZEPHY TRIC CO EAND RHILL applicable fire safety codes. This review is not intended S ORDINANCES to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in ' complete compliance with all applicable NFPA codes and local ordinances. In the event thai further examination or be C CIE SATE site inspection reveals areas of non-compliance, it shall c!T"y OF the contractor's sole responsibiG'. , at their sole expense to " ,ALZFpHyRH'lL Ames bring those areas in compliance. The City assuno NS e)(AMINEFj responsibility for the contractor's failure to be in compliance with all applicable NFPA Codes and local ordinances. GENERAL NOTES CONSTRUCTION NOTES SYMBOL LEGEND BUILDINCx CODE INFORMATION I5UILDIIvG CODE INf1 1;4RIATION CONT. INDEX 0>` DRAUJINGS A. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE CODE "FLORIDA BUILDING 'FLORIDA I. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE WITH ASTM "B APPLICABLE CODES: Ti TITLE SHEET CODE, PLUMBING GODE, FLORIDA MECHANICAL CODE, NATIONAL ELECTRICAL CODE, AND ALL E84. ALL FINISH MATERIALS SHALL MEET A CLASS INTERIOR FINISH RATING IN EXIT AND EXIT INTERIOR Fii4ISHE5: OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING ACCESS AREA. CLASS G ELSEWHERE. x THE FLORIDA BUILDING CODE, 2001 EDITION DI DEMOLITION FLOOR PLAN LOCAL JURISDICTION. 2. ALL EXIT DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, xx (FOUR VOLUMES) INCLUDING 2009 SUPPLEMENTS BUILDING(FBC-B) FBC - BUiLDING, CHAPTER 8 BUSINESS - GROUP B (SPRINKLERED) INTERIOR WALL AND CEILING FIN,SH REQUIREMENTS - TABLE 803.5 � FIRST FLOOR PARTIAL FLOOR PLAN B.THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT EDITION OF THE SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL BUILDING SECTION PLUMBING (FBC-P) VERTICAL EXITS AND EXIT PASSAGEWAYS: CLASS A "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201. NOT BE USED. SYMBOL MECHANICAL (FBC-M) EXIT ACCESS CORRIDORS / EXITWAYS: GLASS B A14 FLOOR PLAN ROOMS AND ENCLOSED SPACES: GLASS G AIb DIMENSIONED FLOOR PLAN DIMENSIONED C. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS, 3, ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE FLORIDA FIRE PREVENTION CODE 2007 EDITION INTERIOR WALL AND CEILING FINISHES SHAL- BE CLASSIFIED IN ACCORDANCE All E SED TOILET PLAN t DETAILS EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, THE FLOOR AND GLASS BELOW 18" AFF. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS, x NFPA 101 LIFE SAFETY CODE FLORIDA EDITION WITH ASTM E 84, Alfa ENLARiSED TOILET PLAN t DETAILS ORDINANCES, OR RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER SBOC 24052.1 xx NATIONAL ELECTRICAL CODE 2008 EDITION A2 REFLECTED CEILING PLAN ANY NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS. 4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE WALL SECTION c SUSPENDED ACOUSTICAL CEILING SYSTEM., SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636. Aid INTERIOR ELEVATIONS D.ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE WORK OF THEIR TRADE, FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, SYMBOL OCCUPANCY CLASSIFICATION: EXISTING A3b INTERIOR ELEVATIONS TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST TRADE STANDARDS SHALL BE REMOVED OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE FINISHED FLOOR MAY NOT PROTRUDE ANY FBC -BUILDING, CHAPTER 3 MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM SHALL HAVE A A3c INTERIOR ELEVATIONS AND REPLACED AT NO ADDITIONAL COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE AMOUNT. FREE STANDING OBJECTS MOUNTED ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING x SECTION 304: BUSINESS OCCUPANCY - GROUP B SPRINKLERED MINIMUM CLASS C FLAME SPD REAAND SM0<E-DEVELOPED INDEX WHEN A4a CABINET DETAILS UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE THE COST TO THE OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. xx TESTED IN ACCORDANCE WITH ASTM E S4. A4b CA5Ir-1ET DETAILS SUBCONTRACTOR E. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, GRAB BARS, DETAIL SYMBOL CLASSIFICATION OF WORK: INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND WATER CLOSETS SHALL HAVE A er-,OOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF (4) Ipl FINISH FLOOR PLAN AND SCHEDULE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. WALL STOPS, ETC.. 186A. GALv. FLAT METAL MAY BE USED IN LOCATIONS APPROVED BY ARCHITECT. FEBC - EXISTING BUILDING, SECTION 305 ALTERATION LEVEL 5 FOUR FEET ABO ✓E THE FINISHED FLOOR MINiMUM. THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYFE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT - NI ACHITECTURAL. SPECIFICATIONS R MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE 6. ALL RATED PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR TO THE CEILING AND BE SECURELY x CONTRACTOR AFTER COMPLETION OF THE PROJECT. ATTACHED THERETO. WHERE SAID CEILING IS NOT PART OF AN ASSEMBLY HAVING A FIRE RESISTANCE xx DETAIL OTECTION ROTECTION DETAILS t NOTES Ff I PR RATING AT LEAST EQUAL TO THAT REQUIRED FOR THE PARTITION, THE PARTITION SHALL BE SYMBOL HEl&-IT AND Bi.IILOM AREAS EXISTING FACILITY Ft�2 FIRE PROTECTION FLOOR PLAN F. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR DISFIGUREMENT EXCEPT FOR CONSTRUCTED TIGHT AGAINST THE FLOOR OR THE ROOF DECK ABOVE. N/A SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED PI PLUMBING SCHEDULE t SPECIFICATIONS TRUE, IN LINE, AND PLUMB. ALL NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE 1. PENETRATION OF FIRE RATED WALL ASSEMBLIES FOR ELECTRICA_, GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER TELEPHONE, PLUMBING, H.VA.C. DUCTS, COMMUNICATION SYSTEMS OR SIMILAR FACILITIES SHALL BE CONSTRUCTION TYPE: EXISTING FACILITY P2 PLUr iVW-% DEMOLITION FLOOR PLAN PERMITTED BY NON-COMBUSTIBLE PIPE OR CONDUIT WHEN ALL OPENINGS AROUND THE PIPE OR 0'-0�� ELEVATION MARK 1=3 PLUh't31NG RENOVATION FLOOR PLAN G. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. CONDUIT ARE FIRESTOPPED WITH APPROVED NON-COMBUSTIBLE MATERIALS OR WHEN THE TOP OF SLAB N/A P4 PLLXmt31NG DETAILS PENETRATION IS PROTECTED WITH A SYSTEM WHICH HAS AN V1 RATING EQUAL TO OR GREATER THAN H. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. COMPLETE SETS OF THE ASSEMBLY IN WHICH THE PENETRATION OCCURS. FIRE RESISTANCE EXISTING FACILITY MI MECHANICAL SCHEDULE t SPECIFICATIONS DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES, SUCH ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WOR< TO BE PERFORMED. 8. WALL ASSEMBLIES NOTED AS UL., GA, OR OTHER APPROVED TESTING AGENCIES x/A INTERIOR ELEVATION N/A M2 MECHANICAL DEMOLITION FLOOR PLAN ARE CONSIDERED PROPRIETARY. PROPRIETARY ASSEMBLIES MUST BE BUILT UTILIZING THE COMPONENTS, MAC M3 MECHANICAL RENOVATION FLOOR PLAN I. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD INSPECT THE PROJECT SITE MEANS, AND METHODS SPECIFIED BY THE TESTING AGENCY, M4 MECHANICAL DETAILS PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTION IS REQUIRED SO THAT THE KEYED DRAWING NOTES ~O MEANS OF EC*RSS: CONTRACTOR SHALL BE TOTALLY FAMILIAR WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW 9. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS El LEGEND t LIGHTING FIXTURE SCHEDULE CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS. OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. FBC - BUILDING, CHAPTER 10 E2 DETAILS t SPECIFICATIONS OOO DOOR NUMBER MAXIMUM FLOOR AREA PER OCCUPANT E3 DEMOLITION 2ND FLOOR PLAN - L*14TINCs, J. UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A PERIOD OF ONE (I) YEAR FROM THE DATE 10.6IGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (2001 EDITION) AND SHALL COMPLY WITH CHAPTER II SECTION 430 SIGNAGE. SYMBOL TABLE 1004.1.1: 1 PER 100 SF -p� G 7 0JEC POWER < COMMUNICATIONS 6,831 SF 69 PERSONS I V�E E4 RENOVATION 2ND FLOOR PLAN -LIGHTING OF SUBSTANTIAL COMPLETION, WITH ALL APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER 000 ROOM NUMBER SYMBOL E5 RENOVATION 2ND FLOOR PLAN - POWER « K.EGRESS IT SHALL BE THE RESPONSIBILITY OF THE G.C. AND/OR CONTRACTORS TO COMPLY WITH ALL THE WIDTH PER OCCUPANT - TABLE 1005.1 69 x 0.2 = 13.8" INTERIOR BUILD -OUT FOR A MEDICAL OFFICE SUITE COr✓iMLiNIGATIONS Eb PANEL SCHEDULES 1 LOAD CALCULATIONS REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY THE U.S. DEPARTMENT OF LABOR, WINDOW WITHIN THE SECOND FLOOR OF AN EXISTINGI'1ULT,-STORY E1 POWER DISTRIBUTION RISER DIAGRAM t AND REQUIRE ALL ITS SUBCONTRACTORS AND EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED STATE xO SYMBOL A OW. PROVIDED MEDICAL OFFICE BUILDING. LIGHTING MANACiEMENT RISER DIAGRAM OR LOCAL LAWS. MIN. CLEAR DOOR OPENING - 1000.1.1 32" 2 32" L. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. THEIR ABSOLUTE ACCURACY MIN. CLEAR STAIR WIDTH - 100101 10 2 10 COMMON PATH OF TRAVEL 10143 100 FT < 100 FT IS NOT GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT /y /�1�I Q� BID ALLOWANCES X EXIT ACCESS TRAVEL DIST. - TABLE 101ro.1 300 FT < 300 FT 44" REVISION MIN. CORRIDOR WIDTH - 101-12 44" 2 SCALE PRINTS. VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK DEAD END CORRIDOR - 10113 50 FT <50 FT MIN. NUMBER OF EXITS - 1015.1 / 1015.2 / 1 2 _ _ f-�F<OJEGT TEAM LOCATION Mf/�p M. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN ANYWAY BY 1019.1 / 10I92 'il— THE CONTRACTOR OR THE OWNER ALTERATIONS SHALL BE MADE ONLY BY THE ARCHITECT OF RECORD. ALLOWANCE 01 INCLUDE IN THE BASE BID A $1500.00 ALLOWANCE FOR UPGRADES TO THE EXISTING ELEVATOR CAB NUMBER AND SIZE OF EXITS REQUIRED PROVIDED N. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE SPRINKLER SYSTEM, ANY AND ALL INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM NECESSITATED ALLOWANCE "2 INCLUDE IN THE BASE BID A s5000.00 ALLOWANCE FOR UPGRADES MIN. NUMBER OF EXISTS 2 2 SINGLE ENTRENCE/EXIT DOOR 34 X 2 68" AR�NITECT PLUMBING BY THE WORK IN THIS PERMIT SHALL BE DONE AS PER NFPA-13 2002 EDITION, BY A LICENSED FIRE SPRINKLER TO FINISHES TO THE EXISTING STAIR TOWERS OLIVERI ARCHITECTS 1 3210U.S. HWY.19 DVANCED S`'STEMS ENGINEERING, INC. 13555 AUTOMOBILE BLVD. SUITE 330 ca CONTRACTOR WITH SEPARATE PERMIT AND PLANS. /\3 PALM HARBOR, FLORIDA 34684 CLEARWATER, FLORIDA 33T 62 - • Sourq � ' _: Tents A,.e WALL TYPES 121-181-1525 121-540-9396 1 c%gx' D, a r� r.: s i MECHANICAL ,dI ELECTRICAL ADVANCED SYSTEMS ENGINEERING, INC. APG ELECTRIC, INC, t` t'' I' Gaccsr.ars? 3555 AUTOMOBILE BLVD. SUITE 330 4025 140TH AVENUE NORTH, SUITE K KEY PLAN CLEARWATER, FLORIDA 33162 CLEARWATER, FLORIDA 33'162 SECTION SYMBOL 121-540-9396 121-530-0011 +y PROJECT 41 SITE Calumet AA �nl,n FkJ C? He nr•y v, tiros- hra . � REVISIONS BY .f E u Lz r • d- y oe �? cn CdJ U r r-� - -y0 C � N O r-� U • . Q U r Y C � �CY, � - N 3 ti ti E y O N r v ti r— ✓ r_ w�h-ME. FE- E-0 zcn vC '��' ZOR+U oz 0 N Q tb cli r� > c o z � U r S O 1 U_ Z �- O _J 0 U LL. °' O L D v- Z 0 J N 'L I O O a) LL- I U C) C m LL.I �• O ` O L O O t •L -*- ,n cL O Q O N QE 00 N _ ►,0 N O Of LA.. Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet T1 H:APro.iects\Projects 2010A1065 - FMC ZH Rheunuuology SuiteACDACD.A\ArchitecturalAT1-TITLE.dwg, 2/14/2011 3:05:18 PM, DC I1.+L.i_-.•.ILI. ALYl�r.11:ll:.su_IIW.L y..1_.,tl�l1.�,.illddWW.u:.4w�.L,.J.1.�. .>.II,l- -- -- Y�L�._.���,1 L,lilal� JL� I � . _ y 1 _.._ _ �j.�tan�•.�,s;ui1►ww �•'•" •�' •a�i�ifldl�i . �t:,.. ,e.�ii� — I I II I I I I I I O STAIR 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. GENERAL CONTRACTOR TO COORDINATE ANY WORK AFFECTING THE FIRST FLOOR WITH THE BUILDING MANAGER 3. REMOVE ALL EXISTING CARPETING AND ANY OTHER EXISTING FLOOR FINISHES AND BASEBOARDS THROUGHOUT. 4. REMOVE ALL EXISTING CEILING LIGHTING, REMOVE ALL EXISTING CONDUIT AND WIRING AS REQUIRED. S. REMOVE ALL EXISITNG DUPLEX RECEPTICLES AND SWITCHES IN WALLS AS REQUIRED. REMOVE ALL CONDUIT AND WIRING AS REQUIRED. 6. SEE SHEET M2 FOR MECHANICAL DEMOLITION SCOPE OF WORK. 1. SEE SHEET P2 FOR PLUMBING DEMOLITION. 8. SEE FP DRAWINGS FOR FIRE SPRINKLER DEMOLITION. 9. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. 10. GENERAL CONTRACTOR TO MAINTAIN INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS AND FIRE RATED WALLS DURING CONSTRUCTION AS REQUIRED. 10. REMOVE ALL EXISTING CEILING SYSTEMS AS REQUIRED. Y=0NOTEKES OEXISTING STRUCTURAL COLUMN - MAINTAIN INTEGRITY DURING CONSTRUCTION. O2 EXISTING EXTERIOR WALL SYSTEM OEXISTING ELEVATOR ONO WOR< IN TH15 AREA 5O EXISTING PLUMBING FIXTURE TO BE REMOVED - SEE PLUMBING DRAWINGS OEXISTING BASE CABINETRY / MILLWORK TO BE REMOVED. Ol REMOVE ALL EXISTING CEILING < INSULATION ABOVE THROUGHOUT OEXISTING ELECTRICAL PANEL TO BE RELOCATED - SEE ELECTRICAL DRAWINGS. OEXISTING FIRE EXTINGUISHER TO BE REMOVED. 10 EXISTING FLOORING AND BASEBOARD TO BE REMOVED II EXISTING ONE HOUR FIRE RATED WALL, MAINTAIN INTEGRITY DURING CONSTRUCTION. 12 EXISTING TOILET PARTITION TO BE REMOVED. UJr4LL LEGEND _I EXISTING DOOR SYSTEM EXISTING WALL PARTITION -- — EXISTING ONE HOUR RATED WALL PARTITION EXISTING EXTERIOR WALL SYSTEM ,r'r\ -= EXISTING DOOR SYSTEM TO BE REMOVED -- w r—� w _ I I wJ �HJ I I Li rJ I I I r----------�— o—,r-----------� r--------� rT T------- , y I Ir-- l r I I I I L� I I I I I I r---y I I I L------- J I I j I If I I I I I II I I Ir-------�--------- I I 1 1 IL I I I I I II I FL\ I I 1 1 I I I 1 1% ��� ( I----,'1ll 5 J yA 12 10 i i %� ^ i l0 � LJ � I JJ `-' �� i % 1 12 O I I F �— % 1 1 11 �i I ---------- ------------------- 4 `1-'I T II II II f----�-T------------------------- LiI I I I II I I I I I I I I I Ir11 I I 10 �\ 1 I II I I r— -----J J I I I I I 6 IIj jl I I I r — rl 1-02 I I I II L4t I I r---1---J II O II O I t I I I I 1 I I I t--------- I II I I % I I % I I IIII II r— ----------------J -------------------------tL-------------- - - - - - - - - - - - - - - - - - - - - - - - - - 4 \\qJL------------� IIII II 10 L---- - L------------- --r ---------------------- II II II II II LJ_ II 11 II �� 9 II II 11 A II II II � i II II II / IIII o. 11-------- rt---------------------------------------- r EXISTING WALL PARTITION TO BE REMOVED O Irk\ r-------------------------r-----------------------I /h r-------------------------- r------------1 ----------U L------------------------------L------------------ ( �\.rj I I I \�\\ --------------------------------- �r� J --------------------------- L_ EXISTING 10 STAIR WNO � 4 II II I� �I �\ II 10 jj 10 �I 10 II J1.----------- 1 r------------------------------------� r------------------------- II II II �I — — % -----------------------------------�\% %/----------- II II lot, II I i n ii ii \\\ %i1 \Y Y/ Iti r----------------------- _ II 1 II II II II II 10 II II II II II II II II II 0 EXISTINds / DEMOLITION FLOOR PLAN SCALE: 3/16" = V-0" II OII II II I 10 II I II II II , REVISIONS. BY E u Y U i u • 4. ' U- E cz C v cc E U T vS E w u CQ co U N E � ._ Q, � C — r, 3 3 ti 3 X ^/ : Lc E O N N ti M tb t— ti N \ 1 U a x Q Q - N C tz. S � Cl a� 0 0 � U Z_ O J O U L_ (D O ``- >a z 3 -p 3 J N .� U N O o ILL m Lu c L O '. 0 0 s E c N C O M � N O s J Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet D 1 H:\Projects\Projects 2010U065 - FMC ZH Rhewnatology Suite\CD\CD.A\Architectural\DI-DEMO FLPL.dwg, 2/14/2011 3:29:00 PM, DC KEY PLAN GENERAL NOTES KEYED NOTES WALL LEGEND SAWCUT CONCRETE SLAB MIN. EXISTING CONCRETE 11/2" DEEP AND BREAK OUT NORTH I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND SLAB EXISTING CONCRETE LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER, THE I SAW GUT AND REMOVE PORTION OF EXISTING FLOOR SLAB FOR OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY CONNECTION OF NEW 4" SANITARY PIPING TO EXISTING 4" SANITARY 3000 PSI CONCRETE INFILL (t EQUIPMENT, FIXTURES OR MATERIAL. PIPING. PATCH AND REPAIR EXISTING SLAB WHEN COMPLETE, NEW FLOOR FINISH TO MATCH AND ALIGN WITH EXISTING FINISH. SEE - EXISTING DOOR SYSTEM 2. GENERAL CONTRACTOR TO COORDINATE ANY WORK AFFECTING THE DETAIL A/D2. FIRST FLOOR WITH THE BUILDING MANAGER - EXISTING WALL PARTITION a O REMOVE PORTION OF EXISTING WALL AS REQUIRED FOR a 3. PATCH AND REPAIR ALL AFFECTED EXISTING FINISHES TO MATCH AND ALIGN WITH EXISTING ADJACENT FINISHES. INSTALLATION OF NEW SANITARY LINE. PATCH AND REPAIR WALL AS REQUIRED WHEN WORK 15 COMPLETE. FINISH TO MATCH AND - - -- - - EXISTING ONE HOUR RATED WALL PARTITION ' EXISTING FIRST FLOOR ALIGN WITH ADJACENT EXISTING FINISH. EXISTING EXTERIOR WALL SYSTEM a 4. GENERAL CONTRACTOR TO MAINTAIN INTEGRITY OF ALL EXISTING CONSTRUCTION ASSTRUCTURAL ENTS AND REQUIIRED. IRE RATED WALLS DURING O NEW 4" SANITARY TO EXISTING 4" SANITARY NG FROM PIPIINGG.. SEE SECOND UM51 G DRAWINGS. /16 a %/ 5. GENERAL CONTRACTOR TO INSPECT THE SITE AND NOTIFY ARCHITECT 4 BOX OUT AS REQUIRED WITH 1/2 G.W.B. OVER METAL STUD FRAMING. / 4 \/ \ \ a OF ANYDISCREPANCIESUPON DISCOVERY PRIOR TO COMMENCING KEEP 51ZE TO A MINIMUM. FINISH TO MATCH ADJACENT WALLS. ° CEMENT p� « 6. PROVIDE DUST PARTITION BEFORE AND DEMOLITION WORK. \ PROVIDE A MIN. STABALIZED /\ \\ 1. TAKE ADEQUATE PROTECTION TO INHIBIT DUST INFILTRATION TO VAPOR BARRIER / SAND EQUIVALENT TO �' /\ a \ �/ STEGOWRAP BELOW MAN 02 EXISTING MECHANICAL SYSTEM (I.E. FILTERS OVER GRILLES. ETC.) 8. COORDINATE HOURS OF CONSTRUCTION WORK WITH EXISTING SUITE NEW CONCRETE -TAPE / NEW PLUMBING NEW VAPOR BARRIER �// PIPING OR BUSINESS HOURS, COORDINATE WITH TENANT AND BUILDING MANAGER TO EXISTING. CONDUIT AS REQUIRED PROVIDE CLEAN COMPACTED TERMITE TREATED FILL AS REQUIRED O SAW CUT / SLR PATCH DETAIL SCALE: 1 1/2" I'-0" EXISTING PASSAGE IE003 EX15TING EXISTING EXISTING RECEPTION 04 TOILET FILES IE0113 EXISTING IE015 1E018 LED PASSAGE EXISTING EX15TING IE004 EXISTING TREAT TREAT EXAM 11 EXISTING ROOM 01 ROOM 02 18024 TOILET � IE009 1E010 EXISTING 18025 EXISTING o PASSAGE ® PASSAGE EXISTING 1503ro IE005 CORRIDOR IA004 EXISTING EXISTING MENS TOILET r v /,� ,�J 2 3 EXISTING PASSAGE EXISTING PASSAGE XISTING EXISTING 18028 ,',�,;i NG ° r �' //A 4 3 1 1B00�J S AIR5 15001 1E002 DRESS TOILET � `' EXAMEXIST0 EXISTING EXISTING PASSAGE d LOCKERS 1E022 a� TOILET 1E020C� 1 1B023 �•�•� IE014 EXISTING 3 2 1M-1 DRESS E LOCKERS ; ' '' 'J �''%� EXISTING EXISTING EX15TING EXISTING IE011:o �' ,�1 ��, EXISTING EXISTING DOCTOR'5 TOILET OFFICE l IB003 PROCEDURE ROOM TREAT �/ TOILET EXAM 10 IB004 ROOM 04 I502-1 I5022 i 15002 IE012 LJ EXISTING HYDRO -THERAPY — IE024 OPARTIAL FIRST FLOOR PLAN z O PARTIAL FIRST FLOOR PLAN 3 O PARTIAL FIRST FLOOR PLAN SCALE: 3/16" = I'-0" SCALE: 3/16" = I'-0" REVISIONS BY �. E � U N U � L Go - U tD O 'a-' co @J s- Lc. cN I� ��.� E N ca U U1 U C" N — d N U CD r- �ti CDO '0 4. Q E .- 00 3 ti I�r ► ` E O N M ti a0 ti ti N \ 1 Y .. 003 a Q Q 00 N co a� > 0 C> ;O of �J to O o -� U_ Z o J o V 0 L j J N 0 N o `` — 0 N vi m LLJ — :E L ` 0 0 0 -C CL C 0 E 0 N :3 M � N Os J LA - Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet D2 H:\Projects\Projects 2010\1065 - FMC ZH Rheumatology Suite\CD\CD.A\Architectural\D2-DEMO FLPL.dwg, 2/14/2011 3:04:57 PM, DC CABINET IN NON RATED WALL MODEL NO. 1021F12 AS MANUFACTURED BY J.L. INDUSTRIES. CABINET IN RATED WALL MODEL NO. 1021FI2 FX AS MANUFACTURED BY J.L. INDUSTRIES AT 6" WALLS MODEL NO. 1022FI2 FX AS MANUFACTURED BY J.L. INDUSTRIES AT 4" WALLS GYPSUM WALLBOARD PER WALL TYPE FIRE EXTINGUISHER SEE SPECS. BOTTOM OF CABINET TOP OF WALL 4" METAL STUDS AT 16" O.C. FLOOR SLAB 101 FIRE EXTWsU1%*2Lr=T&=R SCALE: 1 1/2" = I'-0" 20 GA. STEEL CHANNEL FASTEN TO STRUCTURE ABOVE 3 5/8" 25 GA. GALV. STEEL STUDS AT 6'-0" ofTYPICAL PA►WITION SCALE: 1 1/2" 2 I'-0" LAY -IN ACOUSTICAL OR GYPSUM BOARD CE IL INC. 1/2" x 48" WIDE G.W.B. APPLIED HORIZONTALLY OR VERTICALLY, CORNER JOINTS OVER STUDS, STAGGER I6" O.G. OPPOSITE SIDES. ATTACH TO STUDS AND RUNNERS WITH I" LONG TYPE "S" SCREWS AT THE JOINTS 4 RUNNER CHANNELS 1/2" TO 3/4" FROM EDGES OF G.W.B. SCREWS SHALL BE SPACED 8" O.G. ALONG EDGES OF BOARD AND 12" O.G. IN THE FIELD, COVER JOINTS WITH TAPE AND JOINT COMPOUND PER GA - WP - 1200. INCREASE METAL STUD THICKNESS AS REQUIRED FOR PLUMBING AND ELECTRICAL. 3 5/8" OR 6" (SEE FLOOR PLAN) GALV. STEEL STUDS AT 16" O.C, 20 GA.STUDS AT WALL MOUNTED EQUIPMENT R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS ONLY. 25 GA. GALV. STEEL CHANNEL FASTEN TO SLAB AT 24" O.C. FLOOR SLAB DOOR o40 14ARDWARE SCNE_DULE V-0" X 1'-0" X 1 3/4" S.C. WOOD DOOR IN H.M. FRAME WITH PASSAGE HARDWARE SET AND AUTO CLOSER SEE DETAIL 5/Alb. V-0" X 1'-0" X 1 3/4" S.C. WOOD DOOR IN H.M. FRAME WITH STOREROOM HARDWARE SET. SEE DETAIL B/Alb. © V-0" X 1'-0" X 1 3/4" S.C. WOOD DOOR IN H.M. FRAME WITH PRIVACY HARDWARE SET. SEE DETAIL B/Alb. V-0" X 1'-0" X 1 3/4" S.C. WOOD DOOR IN H.M. FRAME WITH OFFICE HARDWARE SET. SEE DETAIL B/Alb. 0 V-0" X 1'-0" X 1 3/4" S.C. WOOD DOOR IN H.M. FRAME WITH OFFIC ENTRANCE DOOR SET AND AUTOCLOSER. SEE DETAIL 5/Alb. 0 EXISTING DOOR SYSTEM TO REMAIN. VERIFY WORKING CONDITION. REPLACE HARDWARE AS REQUIRED HINGES : CAL -ROYAL - U6260 - 5B31xUS26,TBH31xUS26 CLOSER LCN - US260 - 1460/1441 WALL STOP : CAL -ROYAL - U926D - CONW542 FLOOR STOP : CAL -ROYAL - U8260 - DSHPIS PASSAGE SET : SCHLAGE - U8260 - SATURN AL10S PRIVACY SET SCHLAGE - U9260 - SATURN AL40S LOCK SET : SCHLAGE - U9260 - SATURN AL50PO SINGLE DUMMY TRIM : SCHLAGE - U5260 - SATURN AL110 STOREROOM LOCK : SCHLAGE - U9260 - SATURN AL80PO CLASSROOM LOCK : SCHLAGE - U9260 - SATURN AL10P0 THRESHOLD : PEMKO - ALUM - 210A or 110A DOOR SWEEP : PEMKO - ALUM - 315CN PULL HANDLE : DON-JO - US26D - 1114 KICK PLATE : DON-JO - ALUM - J102 PANIC DEVICE : MONARCH - MAL - ISIOLDANE KEYED NOTES CONT. 32 EXISTING STAIR - NO WORK THIS AREA. 33 LIGHTING MANAGER PANEL - SEE ELECTRICAL. 34 EYE WASH SYSTEM - SEE PLUMBING. 35 3 5/8" METAL STUDS FRAMED PLUMBING WALL. 36 THIS DOOR SHALL BE A WOOD/GLASS PANEL DOOR 31 PROVIDE NEW DOOR SKIN/VENEER ON OFFICE SIDE OF EXISTING DOOR FINISH TO MATCH ALL NEW DOORS. 38 GARBAGE DISPOSAL THIS SINK - SEE PLUMBING. DOOR CSENEI"L NOTES I. ALL DOORS/DOOR OPENINGS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE 2001 EDITION / NFPA 101 LIFE SAFETY CODE 12.1.2 WIDTH 12.1.4 SWING AND FORCE TO OPEN 12.1B LOCKS AND LATCHES AND ALARM DEVICES 12.116 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 A.D.A. 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 NEW INTERIOR DOORS SHALL BE BIRCH VENEER 6. 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 1. THE MAXIMUM FORCE FOR PUSHING OR PULLING AN INTERIOR DOOR SHALL BE 51bf (222N). S. PROVIDE EITHER WALL OR FLOOR STOPS FOR ALL DOORS AS REQUIRED. S. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO PLACING ORDER (3 COPIES) O FLOOR PLAN SCALE: 3/16" = I'-0" KEYED NOTES OEXISTING STRUCTURAL COLUMN - MAINTAIN INTEGRITY DURING CONSTRUCTION O2 EXISTING EXTERIOR WALL SYSTEM OEXISTING ELEVATOR O4 PATCH AND REPAIR EXISTING WALL TO MATCH AND ALIGN WITH ADJACENT EXISTING WALL OWATER HEATER - SEE PLUMBING OBASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS OWALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS O42" HIGH COUNTER - SEE INTERIOR ELEVATIONS OSTAINLESS STEEL SINK - SEE PLUMBING ID U.C. REFRIGERATOR - SELECTED BY OWNER - VERIFY HEIGHT II ALIGN NEW WALL WITH EXISTING WALL 12 LINE OF KNEE WALL BELOW 13 BUILT-IN SHELVING - SEE DETAIL II/A4a. 14 FIRE EXTINGUISHER - SEE DETAIL B/Ala. 15 36" HIGH WRITING SURFACE - SEE INTERIOR ELEVATIONS 16 NEW ELECTRICAL PANEL - SEE ELECTRICAL DRAWINGS 11 NEW PHONE50ARD - SEE ELECTRICAL DRAWINGS 18 REFRIGERATOR BY TENANT 19 CUBICAL CURTAIN SYSTEM BY EMPERIAL FASTENER COMPANY OR EQUAL, IFC-98 TRACK WITH IFC-100 CARRIERS. 20 4'-0" W. x V-8" H. INTERIOR WINDOWS SYSTEM IN HOLLOW METAL FRAME - SEE DETAIL D/Alb - WINDOW HEAD TO MATCH DOOR HEADS. 21 SLIDING SATIN ANODIZED ALUMINUM CRL WINDOW X-OR-X FORMAT WITH 1/4" TEMPERED CLEAR GLASS AND FIXED GLASS PANELS 22 FLAT PANEL TV - PROVIDED BY OWNER - INSTALLED BY G.C. - PROVIDE BLOCKING AS REQUIRED. 23 HI-LO DRINKING FOUNTAIN - SEE PLUMBING DRAWINGS 24 30" WRITING SURFACE - SEE INTERIOR ELEVATION 25 UNDER COUNTER DISHWASHER BY TENANT 26 36" GRAB BARS. COORDINATE EXACT LOCATION WITH TENANT. 0 21 BOX OUT EXISTING COLUMN WITH 1/2" G.W.B. OVER METAL STUD FRAMING AS REQUIRED. KEEP SIZE TO MINIMUM. 28 FREEZER UNIT BY TENANT. 29 WOOD CASED OPENING - SEE DETAIL C/Alb. 30 EQUIPMENT BY TENANT. 31 EXISTING FIRE RATED WALL, MAINTAIN INTEGRITY DURING CONSTRUCTION. UJ�I L LEGEND —� EXISTING DOOR SYSTEM —. — EXISTING WALL PARTITION —_ — EXISTING ONE HOUR RATED WALL PARTITION TO REMAIN EXISTING EXTERIOR WALL SYSTEM 4" DOOR SYSTEM - REFER TO DOOR SCHEDULE METAL STUD PARTITION - REFER TO TYPICAL NON-RA1 WALL PARTITION DETAIL A/Ala METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL A/Ala GENERAL NOTES I. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS DONE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS. 2. ALL BIDDERS ARE REQUIRED TO VERIFY EXISTING CONDITIONS PRIOR TO ANY BIDDING. NOTIFY ARCHITECT FOR ANY DISCREPANCY. 3, ALL NEW GWB TO RECEIVE SMOOTH LEVEL (4) FINISH. 4. PREP FLOOR SLAB FOR INSTALLATION OF NEW FLOOR FINISHES AS REQUIRED. PROVIDE COMPLETE OVERLAY IF REQUIRED. 5. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS. ANY PROPOSED DESIGN AS SHOWN ON THESE PLANS WHICH ARE IN CONFLICT WITH EXISTING CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER OF RECORD PRIOR TO ANY DEMOLITION OR CONSTRUCTION COMMENCES. 6, SEE IDI SHEET FOR FINISH SCHEDULES. 1, GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. g, GENERAL CONTRACTOR TO MAINTAIN INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS AND FIRE RATED WALLS DURING CONSTRUCTION AS REQUIRED. S. PATCH AND REPAIR EXISTING GWB TO LOOK LIKE NEW. VENEER OVER EXISTING IF REQUIRED. 10. SEE DOOR CLEARANCES DETAIL A/Ald 11. GENERAL CONTRACTOR TO COORDINATE WITH BUILDING MANAGER FOR ALL NEW PLUMBING AND ELECTRICAL WORK REQUIRED BELOW THE FLOOR SLAB ABOVE CEILING IN THE SUITE BELOW. REVISIONS BY � o `-_" oo - Z o M U b0 '- �. 0 v A U E = - E 1i] U r�r • 00 U . �I ¢Q�ti o Y > ti 3 3 ._� o z X '_■ I E ~o r N C ✓ ti r- ti a .F Q Q00 N ^ ) 'C7 � O O ^ ly CC Q ?O o U U (n 61 U a� 0 0 I U_ Z L 0 J 0 v z 3 J CV .L N 0 1 V } LL_ N i mLLJ 0 ;.L 0 _ t Lo N = Q E 0 D M 0 L QC J Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet Ala H:\Projects\Projects 2010\1065 - FMC ZH Rheuinatology Suite\CD\CD.A\Architectunl\A]a-FLPL.dwg, 2/14/2011 3:04:41 PM, DC d K METAL STUDS AT 16" O.C. SEE WALLTYPES. 1/2" GYPSUM WALLBOARD 2x BUCK HOLLOW METAL FRAME HOLLOW METAL FRAME 1/2" G.W.B. BASEBOARD - SEE FINISH SCHEDULE 1/2" GYPSUM WALLBOARD DOOR METAL STUDS AT III O.C. ---------- --- r- -, I I I -------------- Ll I I I � I 1 I 1 I � I I ri I I JAMB ANCHOR L J \ ` 2 x 4 WOOD BUCK �� SEALANT HOLLOW METAL DOOR FRAME o INTERIOR HEAD / JAM DETAIL SCALE: 3" a I'-0" METAL STUDS AT 16" O.C. SEE WALLTYPES. 1/2" GYPSUM WALLBOARD Ix POPLAR TRIM TO MATCH METAL DOOR FRAME PROFILE J(DI IN"MRIOR W NDOW SILL t SAD/JAMB SIM. o WOOD CASED OPENINCX SCALE: 3" 111 I'-0" SCALE: 3" a I'-0" r s 7� ENLA D DIMENSIONED FLOOR PLAN SCALE: 3/8" = I'-0" DIMENSION PLAN NOTES I. THIS PLAN IS 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 6" 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 IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. SEE SHEETS Alc AND Ald FOR ENLARGED TOILET PLANS. FLOOR PLAN KEYED NOTES OFIXED PANEL - SATIN ANODIZED ALUMINUM CRL WINDOW X-OR-X FORMAT WITH 1/4" TEMPERED CLEAR GLASS AND FIXED GLASS PANELS OSLIDING PANEL - SATIN ANODIZED ALUMINUM CRL WINDOW X-OR-X FORMAT WITH 1/4" TEMPERED CLEAR GLASS AND FIXED GLASS PANELS H, H H H - a I° a °I — ------- 9' a °� °I °I °I a °I +/- CLOSET I I I I I I I I I I 1 I I I I I I I 0 a EXAM 12 I EXAM EXAM I WORK121 4 I _ I EXAM I EXAM I I t OFFICE 1 EXAM I EXAM I - 128 126 125 124 j 0 123 122 121 119 IIS 111 I 116 115 J — - I I _ BIOMED / 1 CORRIDOR HAZARD I — — — — � = N 114 6,t Ib 113 1 EXAM 5'-4" 9'-6" 2'-4" 24'-0" �'-10" 5' 2" 6'-4" 5'-10" �'-0" 5 11" 6'-5" 5'-0" 6'-5" 5'-4" - 12S dam I 7 COI- WOW AREA — - I - =�I v�� � MIXING ROOfi'1 Ll 143 W tI --TOILET110 0 , 112N EXA 1 I ME I�i� I I _ t0 w fvA 141 ��-��133 0 --- 145 \ r -------------------------- � 5_6_5_63_ 5 _01t °INFUSIONE>c,4T�1 J '^ I --------------------------------------- ---- , 1m5 CENTER ;t13 - i I /--� \\r-------� \ TOILET I I a 16 OFFICE I r I - I r 1 12" I I 11 v - s'-e" 6'-2" i I 1�F2 i i I I SUPPl.lEB = -I RECEPTION - 7 — - - - 1— 102 _ r —. - L------- J I---'---- I I ° --------- ---- — --- � EXISTING 1- EXISTING CORRIDOR - i I � r - -� -- 1 ` STAIR OWN STAIR STAIR 139 16" 16 — TOILET _ � ----� I r r � t 10� , IS c+l MIN. A I r I - � Alb \ / 'T' I T ----------- I I 9'-II" - I- EXAM EXAM 8H,4RED OFFICE L ` I 15REAKROOM If _ � J 136 131 138 lip r TOILETOFFICE 109 I ' --------,r-�-r, r------- 1u41_---�� DRUG s-1m— 134 TOIL I I' i 101 lip 135 I I I u 106 I nF- -i o I ° - ----- 911 L1L_--J II 9'-2" W-4" 10'-4"+/- k O DIMENSIONED FLOOR PLAN SCALE: 3/16" = I'-0" REVISIONS BY -f E o N v u �0_ M aU �$ o a� a E cJ z � � E u m it ¢ r - Q rn 4 -' ti 3 y > ti 3 tnu- / E r- N LO cn w ti ti �1 a a- Q Q00 N O O �O o v o U Z L O J O L U ILL. °' O 4- L Q Z 3 � N o � � t N vi m LLJ � v O � L L � s 'O N Q -� LO a. O O N C Q 0 N _ � M O s LA - Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet A 1 b H:\Projects\Projects 20I0\1065 - FMC ZH Rheumatology Suite\CD\CD.A\Architectural\A 1 b-DIM-FLPL.dwg, 2/14/2011 3:04:31 PM, DC K'YE0 NOTES LAVATORY IN APRON TYPE VANITY - SEE DETAIL B/Ald SIGN�I A TO MEET 6Et 411 DA � ADAAND FLORIDA ACCESSIBILITY CODE 1'-5" CLEAR a2 WALL HUNG LAVATORY - SEE PLUMBING FOR BUILDING ; H.C. WATER CLOSET - SEE PLUMBING CONSTRUCTION ' STANDARD WATER CLOSET - SEE PLUMBING �4 �5 URINAL - SEE PLUMBING a36" GRAB BAR 5/Alc \ II u ❑1 42" GRAB BAR \ Q v COUNTER MOUNTED SOAP DISPENSER El MOUNT ROOM SIGNS ADJACENT TO LATCH SIDE OF DOOR j _ 3/Aic _ _ _ _ _ \/ _ _ _ _ 31 9 WALL MOUNTED SOAP DISPENSER I0 SEMI -RECESSED PAPER TOWEL DISPENSER EDCLEAR .A9 / °i �- II SURFACE MOUNTED PAPER TOWEL DISPENSER 12 SEMI -RECESSED TOILET TISSUE DISPENSER / --- -- - J---- - -,I \ - 13 SURFACE MOUNTED TOILET TISSUE DISPENSER 6/Alc 1a 1 18 n TOILET 101 14 WALL MIRROR FROM TOP OF SPLASH TO 6'-8" AFF. - of II 6 3 13 1 l 19 a MATCH WIOF VANITY 15 WALL MOUNTED CHANNEL FRAMED MIRROR ' 8/Alc �i 16 PIPE INSULATION KIT \ ----, - -- -- --- -- o i I1 60" DIAMETER TURN AROUND IS 30" x 46" CLEAR FLOOR SPACE o H:C. SIGN MOUNTIi� DETAIL SCALE: N.T.S. 14 1 18 I1 l - Ily 31 W 1 �_ - -- - 19 60�t tE x 60 CLEAR FLOOR SPACE 6 3 13 1 19 / (320 TOILET PARTITION RECESSED FEMININE NAPKIN DISPENSER �' 22 SURFACE MOUNTED FEMININE NAPKIN DISPENSER AS PER WALL TYPE w \ l a TOILET / 23 ELECTRIC NAND DRYER 145 6 3 13 1 19 24 PASS-THRU SPECIMEN COVER PLATE 1/4" x 2" ESCUTCHEON 14 I IS 11 TOILET _ 10 31 25 PRE-FAB SHOWER STALL - SEE PLUMBING 26 MOP SINK/ FLOOR SINK LAG BOLTS -, I I/2" DIAMETER i --- -- - -�\ --- - - h �� 21 WATER HEATER S.S. GRAB BAR \ \ 28 TOWEL BAR SOLID BLOCKING � 29 TRASH RECEPTACLE BETWEEN METAL STUDS AS REQUIRED , } _ _ _ _ _ _ I 30 6" m HOLE WITH TRIM RING 3/Alc u MIRK 31 HG SIGN I I/2" ' I I/2" ` • II Q MIRR 32 RECESSED DISPENSER TOILET -SEAT -COVER DIA. 5`lc 33 RECESSED FACIAL TISSUE DISPENSER NOTE: 34 STANDARD ELECTRIC WATER COOLER ALL GRAB BARS INCLUDING THOSE MOUNTED AT TUBS, SHOWERS, AND 35 H.C. ELECTRIC WATER COOLER TOILETS AND TOILET MOUNTED GRAB BARS SHALL BE DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 POUNDS APPLIED AT ANY POINT DOWNWARD OR HORIZONTALLY AS REQUIRED BY 36 PROVIDE BLOCKING AS REQUIRED -SEE DETAIL "B" THIS SHEET THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 31 CURTAIN BAR (PROVIDE SUFFICIENT BLOCKING BEHIND EACH GRAB BAR INSTALLATION) 38 CLEAR PLASTIC SHOWER CURTAIN WITH RINGS 0 e 6dRA5 5AR ACHORINIGUS DETAIL. O ENLARGED TOILET PLAN SCALE: 1'-0 o ErLAMCED TOILET PLAN SCALE: 3/8 ■ I -0 TOILET ACCESSORIES SCALE: 3 = 1'-0 3/8 HIGHEST OPERABLE EDGE OF WALL PART OF ACCESSORY ACCESSORY SPECIFICATION SEMI -RECESSED TOILET TISSUE DISPENSER 50BRICK B-bbT O.. TRASH RECEPTACLE 3 SURFACE MOUNTED TOILET TISSUE DISPENSER 50BRICK 8-685 W OC \. SEMI -RECESSED PAPER TOWEL DISPENSER BOBRICK 8-359 Q F 14 14 X Q X q Q _9 Q B 1 B 1 B II II SURFACE MOUNTED PAPER TOWEL DISPENSER B05RICK 8-262 T %Q Alc Alc Ald FINISH 15" N N r FLOOR .r ____ ......_ 36 3 3 _ ............................. 3 36" GRAB BAR BOBRIGK 8-6806 X 36 SATIN FIN15H WITH SNAP FLANGE CLR_ MIN. - - 13 — 13 36 1 _� _- 42 GRAB BAR BOBRICK 8-6806 X 42 SATIN FINISH WITH SNAP FLANGE WALL HUNG SINK ELECTRICAL WATER COOLER PAPER TOWEL DISPENSER � 16 16 --- - WALL MOUNTED SOAP DISPENSER 50BRICK B-155 EDGE OF WALL LT14 A4a COUNTER MOUNTED SOAP DISPENSER 50BRICK 8-8221 WALL MOUNTED MIRROR 50BRICK B-165 1830 O INTERIOR ELEVATION O INt RI%Worm LION g INTERIOR ELEVATION SCALE: 3/8" ■ 1'-0" SCALE: 3/9" 1'-0" SCALE: 3/8" 1'-0" T11111 Z 0 OPEN F _1 _ __ _X SURFACE MOUNTED TOUCH BUTTON HAND DRYER BOBRICK 8-1811 "900 15" CLEAR MIN N N FINISH Q FFLOOR F RECESSED FEMININE NAPKIN DISPENSER 50BRICK 8-353 COUNTER MOUNTED SINK N.G. URINAL SURFACE MOUNTED FEMININE NAPKIN DISPENSER 50BRICK 8-210 EDGE OF WALL EDGE OF WALL 12" 42" 9,111,36" RECESSED DISPENSER TOILET -SEAT -COVER BOBRICK 8-3013 2411 GRAB; BARS GRAB BARS 14 14 RECESSED SPECIMEN PASS B OBRICK 8-505 --- II g B Alc 1 '41d II B Alb 1 THRU 1 6 �� 36 ... 6 CsNOTES - _ . _ 3 L 13 -- - 3 FINISH U i 18 FINISH FFLOOR CLR FLOOR ---- 36 I 1 I 1. FOR TYPICAL H.C. SIGN MOUNTING DETAIL, SEE DETAIL "A" THIS SHEET r-l1 - �U 1 _ "- ib 2. FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL "B" THIS I6 SHEET N.G. WATER CLOSET N.C. WATER CLOSET k 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL "C" THIS SHEET NOTE: 1. TYPICAL MOUNTING HEIGHTS UNLESS OTHERWISE NOTED 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 2. THE FLUSH VALVE MUST BE LOCATED ON THE APPROACH SIDE 5. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS OF ANY ACCESSIBLE WATER CLOSET REFERENCED IN THIS PROJECT O TYPICAL MOUNTINC-S HIEC-44tS O INTERIOR ELEVATION O INTERIOR ELEVATION O INTERIOR ELEVATION SCALE: 3/8" = 1'-0" SCALE: 3/8" = I'-0" SCALE: 3/6" = i'-0" REVISIONS 81Y J � ._. E � o �Go._ • O M Q' ` N .� o E u \� N �. • 00 U � cC it ¢ E - 3 ti 3 C ./ :rs C) to c N to 00 «w ti ' a W a Q Q00 - N ^ ro O 7- O O o ,-j o ,0 U Z L O J O U °' 0 � J (V •L N O :3 LJJ m c O L '. O 0 i C) N N O s Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: GT Job: 10-65 Sheet Alc H:\Projects\Projects 2010\1065 - FMC ZH Rheumatology Suite\CD\CD.A\ArchitecturalW lc-TOILET.dwg, 2/14/2011 3:04:15 PM, DC KEYED NOTES ❑I LAVATORY IN APRON TYPE VANITY - SEE DETAIL B/Ald ❑2 WALL HUNG LAVATORY - SEE PLUMBING H.G. WATER CLOSET - SEE PLUMBING PULL SIDE 77/' �4 STANDARD WATER CLOSET - SEE PLUMBING j 7 CLEAR FLOOR ❑5 URINAL - SEE PLUMBING SPACE claall: A �6 36" GRAB BAR 42" GRAB BAR COUNTER MOUNTED SOAP DISPENSER WALL MOUNTED SOAP DISPENSER 10 SEMI -RECESSED PAPER TOWEL DISPENSER ED PUSHSIDE .............................. II SURFACE MOUNTED PAPER TOWEL DISPENSER NOTE: X = 12" MIN. IF THE DOOR HAS '�/ \\� TOILET 19 �` 143 P 12 SEMI-RECESSED TOILET TISSUE DISPENSER BOTH A CLOSER AND A LATCH _ _ _ \ r----- - ------ \\---- 13 SURFACE MOUNTED TOILET TISSUE DISPEN5ER D14 �a H WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 6' FRONT APPROC44 _ 1 Q ��MIRRf. �' 1 3/Ald 18 13 31 'll MATCH WIDTH OF VANITY 15 WALL MOUNTED CHANNEL FRAMED MIRROR vi U ^ 11 1 3 , 16 PIPE INSULATION KIT " 31 14 rp ----- TOILET ,, Q , c , 135 19 I _ _ _ _ _ _ _ _ 11 60" DIAMETER TURN AROUND IS 30" x 48" CLEAR FLOOR SPACE NOTE: - _ o - -----�- -� _ „ „ : X 36 MIN. IF YI = 60 0 11 � ��/A1d \ � i 19 60 x 60 CLEAR FLOOR SPACE X = 42" MIN. IF YI 54" .. � _.............. _.. / 1 � �� 1 1 25 31 IS 38 �, Vn 20 TOILET PARTITION PULL SIDE _ p %0 13 IS i „ 21 RECESSED FEMININE NAPKIN DISPENSER r TjT - rE/ CLEAR -- -- - W U `� 3 1 it 22 SURFACE MOUNTED FEMININE NAPKIN DISPENSER FLOOR f; SPACE 31 �� �� `� (0 14 _ 23 ELECTRIC HAND DRYER 14 6 r �'-----` - o 24 PASS-THRU SPECIMEN Q I 25 PRE-FAB SHOWER STALL - SEE PLUMBING N 1128'� U 3/Ald I 26 MOP SINK/ FLOOR SINK ' a L 6 I I �-_ �-� ---- _ 21 WATER HEATER PUSH SIDE ,~---- � 19 TOILET ' 28 TOWEL BAR NOTE: ,� I \\� 14 TRASH RECEPTACLE = 42" MIN.: CLEAR 4" 30 6" -0 HOLE WITH TRIM RING Y2 = 48" MIN. IF THE DOOR HAS BOTH A CLOSER AND A LATCH 31 HG SIGN HINGE SIDE APPROCH 32 RECESSED DISPENSER TOILET -SEAT -COVER R ElCLEAR RECESSED FACIAL TISSUE DISPENSER ' 34 STANDARD ELECTRIC WATER COOLER 35 N.C. ELECTRIC WATER COOLER 36 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL "B" THIS SHEET NOTE: 31 CURTAIN BAR YI a 54 MIN. IF THE DOOR HAS A CLOSER 38 CLEAR PLASTIC SHOWER CURTAIN WITH RINGS PULL SIDE - ;------- -- CLEAR � ENLARGED TOILET PLAN z �� �� O�� 1'-0 "D TOILET PLAN TOILET ACCESSORIES i FLOOR SCALE: 3/8 ■ SPACE % ACCESSORY SPECIFICATION SEMI -RECESSED TOILET TISSUE DISPENSER BOBRICK 8-661 C+—�i` i PUSH SIDE SURFACE MOUNTED TTOILET TISSUE DISPENSER BOBRICK 8-685 NOTE: Y2 = 48" MIN. IF THE DOOR HAS A CLOSER if PER BOBRICK 8-359 TOWEL DISPENSER LATCH SIDE APPROCI-I 14 i �� 14 B SURFACE MOUNTED PAPER BOBRICK 8-262 B I B 11 1 Alc TOWEL DISPENSER Il Ald Alc 1 ; 1 6 ....... ...., 3 3 _ ___ � 36 36" GRAB BAR 1505RICK 8-6806 X 3rc SATIN FINISH WITH SNAP FLANGE 13 t_f 6 � 13 � 42 GRAB BAR 8-6806 X 42 SATIN BOSH WITH FINISH WITH SNAP FLANGE A O DOOR CLEARANCES `/w`/1` SCALE: N.T.S. � 16 16 ` - — - WALL MOUNTED SOAP DISPENSER BOBRICK 8-155 COUNTER MOUNTED SOAP BOBRICK B-8221 DISPENSER 4" BACKSPLASH 2'-0" 3/4" PLYWOOD WITH LAMINATE WALL MOUNTED MIRROR BOBRICK 8-165 1830 t INTERIOR ELEVATION O �/ INTERIOR ELEVATION ATION O /� ( A' INTERIOR ELEVATION SPLASTIC URFACE SURFACE MOUNT 3 O SCALE: 3/8" = I'-0" SCALE: 3/8" I'-0" SCALE: 3/8" 1'-0" LAVATORY. SEE PLUMBING - SURFACE MOUNTED TOUCH BUTTON HAND DRYER BOBRICK 8-1811 0500 RECE55ED FEMININE NAPKIN BOBRICK 8-353 DISPENSER - ---------------- I I (oil L. SURFACE MOUNTED FEMININE NAPKIN DISPENSER BOBRICK B- 0 RECESSED DISPENSER TOILET -SEAT -COVER BOBRICK 8-3013 i----- _1 3/4" PLYWOOD /0 SUPPORT LEG WITH PLASTIC LAMINATE 14 -- SURFACE - 3„ 14 II RECESSEDSPECIMEN PA BOBRICK 8-505 --__ _-- --- --- it 25 3-1 B B THRU � II 1 Alc 1 Alc � 38 / 1 36 / -"- GENERAL NOTES 3 Q� _ 13 ` - 36 13 MOUNTING SEE "A" THIS SHEET INSULATION KIT I j j 1. FOR TYPICAL H.C. SIGN DETAIL, DETAIL - - t 6 2. FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL "B" THIS B 16 SHEET FINISHED FLOOR — - — 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL "C" THIS SHEET 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 5. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS REFERENCED IN THIS PROJECT 0 VANITY DETAIL b 0 INTERIOR ELEVATION LE 3O INTERIOR ELEVATION 3 O INTERIOR ELEVATION 3- SCALE. 1 1/2 = 1 0 REVISIONS BY E � V r i m - u C-0 o M u �n �--. Q u o�.ro o _ F LLJ u T .� o N u .� .E � d � o 3 75 3 ti 3 '---■ o X E o� N N LO ✓ 00 ti ti �--. ti a S Q Q� N ^ � O a� 45 > 3 C'FT O- Q k J �a iZ J N a O U_ Z L O J 0 �° _ J N Q •L VN O LL_ -o - D _y = p cn U) m L ` i_ 0 p t •L N Q .,- LO a E 00 IV — � N Ot I=` Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: GT Job: 10-65 Sheet Ald H:\Projects\Projects 2010\ 1065 - FMC ZH Rheumatology Suite\CD\CD.A\ArchitecturalW Id-TOILET.dwg, 2/14/2011 3:04:00 PM, DC CEILING SUSPENDED ACOUSTICAL CEILING SYSTEM (4) 010 TEK SCREWS AT EACH CONNECTION CEILING DETAIL SCALE: 1 1/2" = 1'-0" 101CEILING DETAIL SCALE: 1 1/2" = 1'-0" 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. SECURE TO STRUCTURE ABOVE. - LIGHT FIXTURE. SEE ELECTRICAL-7 EQ 3 5/6" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. SECURE TO STRUCTURE ABOVE. - LIGHT FIXTURE. SEE ELECTRICAL -- I VARIES SEE PLAN �_I/2" G.W.B. �r CEILING SUSPENDED ACOUSTICAL CEILING SYSTEM (4) 010 TEK SCREWS AT EACH CONNECTION Z 2 x 2 x20GACLIP AT EACH OUTER COMER CEILING LAY -IN ACOUSTICAL TILE CEILING CEILING (4) *10 TEK SCREWS AT • • EACH CONNECTION • • VARIES (SEE PLAN) CEILING EQ Z 2 x 2 x 20 GA CLIP AT EACH OUTER CORNER 1/2" G.W.B. SUSPENDED ACO CEILING SYSTEM CEILING KEYED NOTES �f=Lr=CTED CE IL INN LEGEND OOUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' USTICAL 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT Iro" O.C. SECURE TO STRUCTURE ABOVE. LAY -IN ACOUSTICAL CEILING TILES O2 C.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING DETAILS OCEILING MOUNTED FLAT PANEL T.V. - SEE ELECTRICAL DRAWINGS. CORROINATE EXACT LOCATION WITH TENANT. G.W.B CEILING (SMOOTH FINISH) CEILING � 2' x 4' FLUORESCENT LIGHT FIXTURE LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL WAITING I� FOR MORE INFORMATION 2 x 2 x 20 GA 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN (4) 010 TEK SCREWS AT • • • • CLIP AT EACH AT SUSPENDED CEILING GRID SYSTEM - SEE EACH CONNECTION OUTER CORNER � � • • _ __ ELECTRICAL FOR MORE INFORMATION LIGHT FIXTURE. SEE l'-6" ELECTRICAL CEILING G=NrI`'�L NOTES �� 2' x 2' FLUORESCENT LIGHT FIXTURE, LAY IN E SUSPENDED CEILING GRID SYSTEM -SEE ELECTRICAL • • • 1/2" GYPSUM FOR MORE INFORMATION - WALLBOARD (4) CIO TEK SCREWS • '• • • AT EACH CONNECTION 2' x 2' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN I. ALL CEILING HEIGHTS TO BE V-0 UNLESS OTHERWISE NOTED AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION CEILING 2. GENERAL CONTRACTOR SHALL PROVIDE ALL GYP. BD. FURRDOWNS / RECEPTION BULKHEADS AS REQUIRED. ��� I' x 4' FLUORESCENT FIXTURE WITH WRAP AROUND �--J LENS, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE RECESS TRACK LEADING d 3. G.C. RESPONSIBLE FOR PROVIDING LIGHTING VENDOR COUNTS BY INFORMATION EDGE OF TRACK TO ALIGN TYPE REQUIRED TO PERFORM ALL WORK ACCORDING TO PLANS. WITH LEADING EDGE OF RECESSED CAN DOWN LIGHT FIXTURE - SEE G.W.B. 4. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 0 ELECTRICAL FOR MORE INFORMATION OICEILINCH DETAIL SCALE: 1 1/2" = 1'-O" LAY -IN ACOUSTICAL TILE CEILING OIL � pp L� CEILING 1/2" GYPSUM WALLBOARD 4 5/8" OCEILING DETAIL SCALE: 1 1/2" 1'-0" GAUGE - 3 5/8 INCH WITH MINIMUM 3" 10 SHEET METAL SCREWS PER VARIES CONNECTION. ® EXHAUST FAN - SEE MECHANICAL FOR MORE SEE PLAN INFORMATION 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK ®I MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION ro. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS. '1. MTL. STUDS SHALL BE CONNECTED TO STRUCTURAL STL. W/ (3) 0.145"0 MECHANICAL RETURN REGISTER - SEE MECHANICAL RAMSET POWDER DRIVEN FASTENERS. 101 FOR MORE INFORMATION 6. MTL. STUDS/CLIP ANGLE SHALL BE CONNECTED TO MTL. STUDS w/ MIN (4) 012-14 TEK SCREWS. 3 5/8" 25 GA. IMINJ 9. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STL. w/ (2) SUSPENDED METAL STUD FRAMING 0,145",p RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. ACOUSTICAL AT 16" O.G. SECURE TO CEILING SYSTEM 10. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO STRUCTURE ABOVE. CONC./CMU w/ (2) 1/4"0 x 1 1/4" TAPCON FASTENERS AT 24" O.C. 3 5/6" 25 GA. (MIN.) METAL STUD FRAMING `r AT 16" O.C. SECURE TO 8'-0" II, CONNECT SHEATHING TO MTL. STUDS w/ 012-I4 TEK SCREWS AT 6" O.C. STRUCTURE ABOVE. CEILING L� CEILING 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK w/ (2) 010 TEK SCREWS AT 24" O.C. LAY -IN 1/2" G.W.B. SUSPENDED ACOUSTICAL ACOUSTICAL 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR TILE CEILING CEILING SYSTEM ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. -0 SEE WOOD CASED 14. SEE FIRE PROTECTION PLAN FOR ALL FIRE SPRINKLER HEAD HEADER I- - - - J OPENING DETAIL LOCATION. SHEET C/Alb. SEE 15. SEE MECHANICAL DRAWINGS FOR ALL SUPPLIES AND RETURNS VARIES PLAN FOR LOCATIONS r 16. 0 SEE IDI SHEET FOR FINISH SCHEDULES. OCEILING DETAIL SCALE: 1 1/2" = 1'-0" IM EFG"ua Mogan 11152 ON MIM I MR, ON 0 M_ NE FF, 510 0 0 ON MEN no 0 MEN ELWWjmm On F-9 IT I ITT 0 In 1 11, ED MEN 0 0 no EMENE MUME! 114 ON immm L ME MIN now NEEF6 0 �:�—,_,._.art101mw ONION toll 1110W 09 2m IMN o ° � O s NEESE NONNI A 11 I sREM PI 139 MOW, t=1 1 MEN al I IEEE 0 EMEN 0 1 Iowa 1 ME [0311 6800 ENEVANEM11 %.�■O�rloommi o MENEM■ o =• P■■ INN El a P1 a P3 0 UJAIF7 1 T +� 0 i�FLECTED CEILING �'l..AN SAS + 0 ONE REVISIONS BY '—� E v y r � U L 00 = u c C � va rs �: Q a v u o E u �x 4 E li7 u icn N Cl �� • 00 U . � :'J Q it ¢ E - Q N 3 E ti O N i N M ti ✓ ti N ' a wdH>s.U2 E1,J' z M..0 v Z W 9 I tr-! 1 : p=a ik E; (� J( Q00 N � O C �Q t of a 1yv 1 J rJ C: u , V �y � o t, U Z L 0 J O L U D L. C3 y- 0 -0 J N D _ N L. — m W O : L Q — -C 'L t Lr) 0- a> Q C3 O N � 0 0 t J Of Date: 02.09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet A2 KTrojects\Projects 2010\1065 - FMC ZH Rheumatoloby Suite\CD\CD.A\Architectural\A02-RCP.dwg, 2/14/2011 3:03:43 PM, DC LAY -IN ACOUSTICAL CEILING TILES O2 C.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING DETAILS OCEILING MOUNTED FLAT PANEL T.V. - SEE ELECTRICAL DRAWINGS. CORROINATE EXACT LOCATION WITH TENANT. G.W.B CEILING (SMOOTH FINISH) CEILING � 2' x 4' FLUORESCENT LIGHT FIXTURE LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL WAITING I� FOR MORE INFORMATION 2 x 2 x 20 GA 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN (4) 010 TEK SCREWS AT • • • • CLIP AT EACH AT SUSPENDED CEILING GRID SYSTEM - SEE EACH CONNECTION OUTER CORNER � � • • _ __ ELECTRICAL FOR MORE INFORMATION LIGHT FIXTURE. SEE l'-6" ELECTRICAL CEILING G=NrI`'�L NOTES �� 2' x 2' FLUORESCENT LIGHT FIXTURE, LAY IN E SUSPENDED CEILING GRID SYSTEM -SEE ELECTRICAL • • • 1/2" GYPSUM FOR MORE INFORMATION - WALLBOARD (4) CIO TEK SCREWS • '• • • AT EACH CONNECTION 2' x 2' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN I. ALL CEILING HEIGHTS TO BE V-0 UNLESS OTHERWISE NOTED AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION CEILING 2. GENERAL CONTRACTOR SHALL PROVIDE ALL GYP. BD. FURRDOWNS / RECEPTION BULKHEADS AS REQUIRED. ��� I' x 4' FLUORESCENT FIXTURE WITH WRAP AROUND �--J LENS, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE RECESS TRACK LEADING d 3. G.C. RESPONSIBLE FOR PROVIDING LIGHTING VENDOR COUNTS BY INFORMATION EDGE OF TRACK TO ALIGN TYPE REQUIRED TO PERFORM ALL WORK ACCORDING TO PLANS. WITH LEADING EDGE OF RECESSED CAN DOWN LIGHT FIXTURE - SEE G.W.B. 4. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 0 ELECTRICAL FOR MORE INFORMATION OICEILINCH DETAIL SCALE: 1 1/2" = 1'-O" LAY -IN ACOUSTICAL TILE CEILING OIL � pp L� CEILING 1/2" GYPSUM WALLBOARD 4 5/8" OCEILING DETAIL SCALE: 1 1/2" 1'-0" GAUGE - 3 5/8 INCH WITH MINIMUM 3" 10 SHEET METAL SCREWS PER VARIES CONNECTION. ® EXHAUST FAN - SEE MECHANICAL FOR MORE SEE PLAN INFORMATION 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK ®I MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION ro. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS. '1. MTL. STUDS SHALL BE CONNECTED TO STRUCTURAL STL. W/ (3) 0.145"0 MECHANICAL RETURN REGISTER - SEE MECHANICAL RAMSET POWDER DRIVEN FASTENERS. 101 FOR MORE INFORMATION 6. MTL. STUDS/CLIP ANGLE SHALL BE CONNECTED TO MTL. STUDS w/ MIN (4) 012-14 TEK SCREWS. 3 5/8" 25 GA. IMINJ 9. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STL. w/ (2) SUSPENDED METAL STUD FRAMING 0,145",p RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. ACOUSTICAL AT 16" O.G. SECURE TO CEILING SYSTEM 10. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO STRUCTURE ABOVE. CONC./CMU w/ (2) 1/4"0 x 1 1/4" TAPCON FASTENERS AT 24" O.C. 3 5/6" 25 GA. (MIN.) METAL STUD FRAMING `r AT 16" O.C. SECURE TO 8'-0" II, CONNECT SHEATHING TO MTL. STUDS w/ 012-I4 TEK SCREWS AT 6" O.C. STRUCTURE ABOVE. CEILING L� CEILING 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK w/ (2) 010 TEK SCREWS AT 24" O.C. LAY -IN 1/2" G.W.B. SUSPENDED ACOUSTICAL ACOUSTICAL 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR TILE CEILING CEILING SYSTEM ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. -0 SEE WOOD CASED 14. SEE FIRE PROTECTION PLAN FOR ALL FIRE SPRINKLER HEAD HEADER I- - - - J OPENING DETAIL LOCATION. SHEET C/Alb. SEE 15. SEE MECHANICAL DRAWINGS FOR ALL SUPPLIES AND RETURNS VARIES PLAN FOR LOCATIONS r 16. 0 SEE IDI SHEET FOR FINISH SCHEDULES. OCEILING DETAIL SCALE: 1 1/2" = 1'-0" IM EFG"ua Mogan 11152 ON MIM I MR, ON 0 M_ NE FF, 510 0 0 ON MEN no 0 MEN ELWWjmm On F-9 IT I ITT 0 In 1 11, ED MEN 0 0 no EMENE MUME! 114 ON immm L ME MIN now NEEF6 0 �:�—,_,._.art101mw ONION toll 1110W 09 2m IMN o ° � O s NEESE NONNI A 11 I sREM PI 139 MOW, t=1 1 MEN al I IEEE 0 EMEN 0 1 Iowa 1 ME [0311 6800 ENEVANEM11 %.�■O�rloommi o MENEM■ o =• P■■ INN El a P1 a P3 0 UJAIF7 1 T +� 0 i�FLECTED CEILING �'l..AN SAS + 0 ONE REVISIONS BY '—� E v y r � U L 00 = u c C � va rs �: Q a v u o E u �x 4 E li7 u icn N Cl �� • 00 U . � :'J Q it ¢ E - Q N 3 E ti O N i N M ti ✓ ti N ' a wdH>s.U2 E1,J' z M..0 v Z W 9 I tr-! 1 : p=a ik E; (� J( Q00 N � O C �Q t of a 1yv 1 J rJ C: u , V �y � o t, U Z L 0 J O L U D L. C3 y- 0 -0 J N D _ N L. — m W O : L Q — -C 'L t Lr) 0- a> Q C3 O N � 0 0 t J Of Date: 02.09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet A2 KTrojects\Projects 2010\1065 - FMC ZH Rheumatoloby Suite\CD\CD.A\Architectural\A02-RCP.dwg, 2/14/2011 3:03:43 PM, DC OICEILINCH DETAIL SCALE: 1 1/2" = 1'-O" LAY -IN ACOUSTICAL TILE CEILING OIL � pp L� CEILING 1/2" GYPSUM WALLBOARD 4 5/8" OCEILING DETAIL SCALE: 1 1/2" 1'-0" GAUGE - 3 5/8 INCH WITH MINIMUM 3" 10 SHEET METAL SCREWS PER VARIES CONNECTION. ® EXHAUST FAN - SEE MECHANICAL FOR MORE SEE PLAN INFORMATION 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK ®I MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION ro. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS. '1. MTL. STUDS SHALL BE CONNECTED TO STRUCTURAL STL. W/ (3) 0.145"0 MECHANICAL RETURN REGISTER - SEE MECHANICAL RAMSET POWDER DRIVEN FASTENERS. 101 FOR MORE INFORMATION 6. MTL. STUDS/CLIP ANGLE SHALL BE CONNECTED TO MTL. STUDS w/ MIN (4) 012-14 TEK SCREWS. 3 5/8" 25 GA. IMINJ 9. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STL. w/ (2) SUSPENDED METAL STUD FRAMING 0,145",p RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. ACOUSTICAL AT 16" O.G. SECURE TO CEILING SYSTEM 10. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO STRUCTURE ABOVE. CONC./CMU w/ (2) 1/4"0 x 1 1/4" TAPCON FASTENERS AT 24" O.C. 3 5/6" 25 GA. (MIN.) METAL STUD FRAMING `r AT 16" O.C. SECURE TO 8'-0" II, CONNECT SHEATHING TO MTL. STUDS w/ 012-I4 TEK SCREWS AT 6" O.C. STRUCTURE ABOVE. CEILING L� CEILING 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK w/ (2) 010 TEK SCREWS AT 24" O.C. LAY -IN 1/2" G.W.B. SUSPENDED ACOUSTICAL ACOUSTICAL 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR TILE CEILING CEILING SYSTEM ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. -0 SEE WOOD CASED 14. SEE FIRE PROTECTION PLAN FOR ALL FIRE SPRINKLER HEAD HEADER I- - - - J OPENING DETAIL LOCATION. SHEET C/Alb. SEE 15. SEE MECHANICAL DRAWINGS FOR ALL SUPPLIES AND RETURNS VARIES PLAN FOR LOCATIONS r 16. 0 SEE IDI SHEET FOR FINISH SCHEDULES. OCEILING DETAIL SCALE: 1 1/2" = 1'-0" IM EFG"ua Mogan 11152 ON MIM I MR, ON 0 M_ NE FF, 510 0 0 ON MEN no 0 MEN ELWWjmm On F-9 IT I ITT 0 In 1 11, ED MEN 0 0 no EMENE MUME! 114 ON immm L ME MIN now NEEF6 0 �:�—,_,._.art101mw ONION toll 1110W 09 2m IMN o ° � O s NEESE NONNI A 11 I sREM PI 139 MOW, t=1 1 MEN al I IEEE 0 EMEN 0 1 Iowa 1 ME [0311 6800 ENEVANEM11 %.�■O�rloommi o MENEM■ o =• P■■ INN El a P1 a P3 0 UJAIF7 1 T +� 0 i�FLECTED CEILING �'l..AN SAS + 0 ONE REVISIONS BY '—� E v y r � U L 00 = u c C � va rs �: Q a v u o E u �x 4 E li7 u icn N Cl �� • 00 U . � :'J Q it ¢ E - Q N 3 E ti O N i N M ti ✓ ti N ' a wdH>s.U2 E1,J' z M..0 v Z W 9 I tr-! 1 : p=a ik E; (� J( Q00 N � O C �Q t of a 1yv 1 J rJ C: u , V �y � o t, U Z L 0 J O L U D L. C3 y- 0 -0 J N D _ N L. — m W O : L Q — -C 'L t Lr) 0- a> Q C3 O N � 0 0 t J Of Date: 02.09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet A2 KTrojects\Projects 2010\1065 - FMC ZH Rheumatoloby Suite\CD\CD.A\Architectural\A02-RCP.dwg, 2/14/2011 3:03:43 PM, DC NEESE NONNI A 11 I sREM PI 139 MOW, t=1 1 MEN al I IEEE 0 EMEN 0 1 Iowa 1 ME [0311 6800 ENEVANEM11 %.�■O�rloommi o MENEM■ o =• P■■ INN El a P1 a P3 0 UJAIF7 1 T +� 0 i�FLECTED CEILING �'l..AN SAS + 0 ONE REVISIONS BY '—� E v y r � U L 00 = u c C � va rs �: Q a v u o E u �x 4 E li7 u icn N Cl �� • 00 U . � :'J Q it ¢ E - Q N 3 E ti O N i N M ti ✓ ti N ' a wdH>s.U2 E1,J' z M..0 v Z W 9 I tr-! 1 : p=a ik E; (� J( Q00 N � O C �Q t of a 1yv 1 J rJ C: u , V �y � o t, U Z L 0 J O L U D L. C3 y- 0 -0 J N D _ N L. — m W O : L Q — -C 'L t Lr) 0- a> Q C3 O N � 0 0 t J Of Date: 02.09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet A2 KTrojects\Projects 2010\1065 - FMC ZH Rheumatoloby Suite\CD\CD.A\Architectural\A02-RCP.dwg, 2/14/2011 3:03:43 PM, DC t=1 1 MEN al I IEEE 0 EMEN 0 1 Iowa 1 ME [0311 6800 ENEVANEM11 %.�■O�rloommi o MENEM■ o =• P■■ INN El a P1 a P3 0 UJAIF7 1 T +� 0 i�FLECTED CEILING �'l..AN SAS + 0 ONE REVISIONS BY '—� E v y r � U L 00 = u c C � va rs �: Q a v u o E u �x 4 E li7 u icn N Cl �� • 00 U . � :'J Q it ¢ E - Q N 3 E ti O N i N M ti ✓ ti N ' a wdH>s.U2 E1,J' z M..0 v Z W 9 I tr-! 1 : p=a ik E; (� J( Q00 N � O C �Q t of a 1yv 1 J rJ C: u , V �y � o t, U Z L 0 J O L U D L. C3 y- 0 -0 J N D _ N L. — m W O : L Q — -C 'L t Lr) 0- a> Q C3 O N � 0 0 t J Of Date: 02.09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet A2 KTrojects\Projects 2010\1065 - FMC ZH Rheumatoloby Suite\CD\CD.A\Architectural\A02-RCP.dwg, 2/14/2011 3:03:43 PM, DC KTrojects\Projects 2010\1065 - FMC ZH Rheumatoloby Suite\CD\CD.A\Architectural\A02-RCP.dwg, 2/14/2011 3:03:43 PM, DC J v O O OWAIT[Wriv ROOM SCALE: 3/8" RM " 101 O WAITINC6 R00h'� SCALE: 3/8" a I'-0" RM " 101 n3i RECEPTION SCALE: 3/6" ■ I'-0" RM " 102 101 RECEPTION SCALE: 3/8" a I'-0" N A N n 0 RECEPTION SCALE: 3/8" a I'-0" _I N 1 N N RIM " 102 101 aaC=0T10 RM OCORRIDOR " 102 1 SCALE: 3/5" a 1'-0" KEYED NOTES ODOOR SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULES. OBASE BOARD - SEE FINISH SCHEDULE. OOPEN SPACE / KNEE SPACE BELOW COUNTER O4 OPEN BEYOND. OKEYBOARD DRAWER OSLIDING SATIN ANODIZED ALUMINUM CRL WINDOW X-OR-X FORMAT WITH 1/4" TEMPERED CLEAR GLASS AND FIXED GLASS PANELS OLAMINATE BACKSPLASH. OS FIXED GLA55 PANEL. OEYE WASH SYSTEM - SEE PLUMBING. 10 S.S. SINK - SEE PLUMBING. II TV PROVIDED BY TENANT INSTALLED BY G.G. 12 UNDER COUNTER DISHWASHER BY TENANT. 13 REFRIGERATOR BY TENANT. 14 UNDER COUNTER REFRIGERATOR BY TENANT. 15 FREEZER BY TENANT. 16 MICROWAVE BY TENANT. Il LAMINATED END PANEL. IS FREEZER UNIT BY TENANT. 19 FALSE PANEL 20 CABINET LOCK RM " 102 GENERAL N01E8 I. GENERAL CONTRACTOR TO FEILD VERIFY ALL MEASURMENTS PRIOR TO FABRICATION. 2. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS. 3. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY. 4. SEE SHEET A4a 4 A41v FOR CABINET DETAILS. REVISIONS BY �+ C u a u � � U 4 co M � �. Q a� ° .� o E u E U N it Q � — o, o N 3 ti 3 o S c ::D E ~o Cr-j N C~\I r— a0 ti ti N c 0 0. a' .. „y R 94 ix 44 0 I--n 00 N C O Ct. Q O C# C 0 o� U_ Z L O J O 0 v J 04 � •L N O U } � } : a� m LAJ L ` O _ O O r i •� .•- LO a O Q 000 N E 0 � J LL- Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet A3a H:\Projects\Projects 2010\1065 - FMC ZH Rheumatology Suite\CD\CD.A\Architectural\A3abc-IELEV.dwg, 2/14/2011 3:03:31 PM, DC filpf i Ill ll�l" �- I r I u e � ire } 4 I �R �iF 1't'�'� tir ii own I -I r "I I r w v I iii � '` I' II' �4 N 04 101 WOW AREA SCALE: 3/8" = 1'-0" RM " 103 A 0 D21 UX*K AREA SCALE: 3/8" = I'-0" RM " 103 �0 N I 0 CA �I 81REAKROOM SCALE: 3/8" = I'-0" RM " Iola KEYED NOTES OI DOOR SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULES. OBASE BOARD - SEE FINISH SCHEDULE. OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND. OKEYBOARD DRAIUER. GSLIDING SATIN ANODIZED ALUMINUM CRL WINDOW X-OR-X FORMAT WITH 1/4" TEMPERED CLEAR GLASS AND FIXED GLASS PANELS OLAMINATE BACKSPLASH. OS FIXED GLASS PANEL. OEYE WASH SYSTEM - SEE PLUMBING. 10 S.S. SINK - SEE PLUMBING. II TV PROVIDED BY TENANT INSTALLED BY G.C. 12 UNDER COUNTER DISHWASHER BY TENANT. 13 REFRIGERATOR BY TENANT. 14 UNDER COUNTER REFRIGERATOR BY TENANT. 15 FREEZER BY TENANT. 16 MICROWAVE BY TENANT. GLAMINATED END PANEL. IS FREEZER UNIT BY TENANT. 19 FALSE PANEL 20 CABINET LOCK O151;MAKR00M O INFUSION CENTER O INFUSION CENTER GENERAL NOTES SCALE: 3/8" 1'-0" RM: 109 1 SCALE: 3/8" = I'-0" RM " 111 SCALE: 3/8" = I'-0" RM " Ill 1. GENERAL CONTRACTOR TO FEILD VERIFY ALL MEASUR'1ENTS PRIOR TO FABRICATION. 2. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS. 3. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY. 4. SEE SHEET A4a 4 A4b FOR CABINET DETAILS. O I"=USION CENTER 8 O Im"ION CENTER 9 O MIXINC- ROOM SCALE: 3/8" = I'-0" RM " III SCALE: 3/8" = 1'-0" RI"i • 111 SCALE: 3/8" = 1'-0" RM " 112 REVISIONS BY E o U u C 4 0 +�_ M % w r = E o w v U v _ v tl Q E °h° .o Q m ti 3 � E o Lo y CV ► v M ti ti t— N t_ a a 00 N ro O C O Q 1 O p # � U a. a� o p U Z L 0 J 0 0 L J N-L N 0 U 4- � -0 m W 0 �. L 0 0 t i- �n a Q C N C M N O J Li - Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet A3b H:\Projects\Projects 2010\1065 - FMC ZH Rheumatology Suite\CD\CD.A\Architectural\A3abc-IELEV.dwg, 2/14/2011 3:03:22 PM, DC !rn�llrl!rR'tl �r�R�niw�1■■��■!n �I�'�' �I�� t f� 1111I. "Fr11�� �111�!h'�m1eI _ h!1 . ' ' 1 1 1 1(01 MIXING-* ROOM SCALE: 3/8" a I'-0" N J(DIWOW STATION SCALE: 3/8" a 1'-0" RM " 112 A RM M 124 D21 TYPICAL EXAM ROOM SCALE: 3/8" a I'-0" N 19 �1 EXAM ROOM SCALE: 3/8" a 1'-0" 1 8 B` 101 U01 K STATION RM • 115, 116, 118, 119, 121, 122, 123, 125, 126, 128, 129, 131, 136, 13i SCALE: 3/8" a I'-0" 1(ro)l MEDICAL ICAL ASSISTANT R'1 • 133 SCALE: 3/6" a I'-0" m1 N N KEYED NOTES ODOOR SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULES. OBASE BOARD - SEE FINISH SCHEDULE. OOPEN SPACE / KNEE SPACE BELOW COUNTER QOPEN BEYOND. OKEYBOARD DRAWER OSLIDING SATIN ANODIZED ALUMINUM CRL WINDOW X-OR-X FORMAT WITH 1/4" TEMPERED CLEAR GLASS AND FIXED GLASS PANELS OLAMINATE BACKSPLASN. OFIXED GLASS PANEL. OEYE WASH SYSTEM - SEE PLUMBING. 10 S.S. SINK - SEE PLUMBING. II TV PROVIDED BY TENANT INSTALLED BY G.C. 12 UNDER COUNTER DISHWASHER BY TENANT. 13 REFRIGERATOR BY TENANT. 14 UNDER COUNTER REFRIGERATOR BY TENANT. 15 FREEZER BY TENANT. 16 MICROWAVE BY TENANT. Il LAMINATED END PANEL. IS FREEZER UNIT BY TENANT. 19 FALSE PANEL 20 CABINET LOCK RM 0 124 mqu RM " 141 113-1 NOTES I. GENERAL CONTRACTOR TO FEILD VERIFY ALL MEASURMENTS PRIOR TO FABRICATION. 2. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS. 3. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY. 4. SEE SHEET A4a 4 44b FOR CABINET DETAILS. 0 ov O MED I CAL. ASSISTANT O 8 MED I CAL ASSISTANT 9 O MED I CAL ASSISTANT U� >W STATION SCALE: 3/8" = I'-0" RM 0 141 SCALE: 3/8" a I'-0" RM 0 141 SCALE: 3/8" a I'-0" RM P 141 REVISIONS BY E o M w E u1 u N 2 N U 0 I-� � U • � cd ¢ iv w — it ¢ E�°ti° q ¢ — 3 ti Y 3 ti 3 N / N M 00 ti ti N NJ i d d 00 N ro O 'V, t7 CD J O O ,O C 1 y y C Q.. J o 1 U_ Z L O J O LL. °' O L v "- z v J N a� '►. O N o `` - N i CO) .3 m LLJ c O j. O � s �- In a .� Q v o 0 C £ 00 N _ � M s 0 J L LL. Date: 02. 09. 11 Scale: AS NOTED gr: AAY —65 r 3c H:\Projects\Projects 201 0\1 065 - FMC ZH Rheumatology Suite\CD\CD.A\Architectural\A3abc-IELEV.dwg, 2/14/2011 3:03:12 PM, DC 11 KEYED NOTES Ol 3/4" PLYWOOD WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION 1/2" SOLID SURFACE MATERIAL WITH FULL 1 1/2" BULLNOSE - SEE FINISH SCHEDULE FOR MORE INFORMATION 4 21 I 21 21_II 21_I11 5 5 O3 GRANITE SURFACE MATERIAL WITH FULL 1 1/2" BULLNOSE - SEE FINISH SCHEDULE FOR MORE INFORMATION -7 2. .7 15 5 515: • . 4 BAGKSPLASH FINISH TO MATCH COUNTERTOP FINISH - 3" HIGH AT b COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - 4 21 I 21 4 21 I 21 SEE FINISH SCHEDULE FOR MORE INFORMATION - - ° ° o 05/8" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION 21 1 ° 5/8" THICK MELAMINE INTERIORS (BOXES) -- o o o g ° ° ° l 1/2" THICK MELAMINE DRAWER STOCK 21 33 21 o ° IL OS 5/8" THICK MELAMINE DRAWER STOCK b„ ........._............. .................. ° ° 9 ° 5/8" THICK ADJUSTABLE MELAMINE SHELVES O = II (�-----""""""-"""----""""""- ""-i .4 o a N9 10 LINE BORING FOR ADJUSTABLE SHELVES 0 ? ', N N o ° II 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE SURFACE AT Q tu > 1 I Z W LOCATIONS INDICATED ON INTERIOR ELEVATIONS E a U W (4I MICROWAVE F w ° 12 5/6" MELAMINE FIXED SHELVING - SHELVING DEPTH SHALL BE AS 3" ' ZW I BY OWNER Iu ° SHOWN UNLESS NOTED OTHERWISE ON FLOOR PLAN Q N I ; ° ° b 13 "ZARGON" 6036 / 6026 SLIDE SYSTEM (OR EQUAL) > o 14 "ZARGON" 6236 SLIDE SYSTEM (OR EQUAL) L--------- ----- ---� ° 15 "ZARGON" 6436 SLIDE SYSTEM (OR EQUAL) Ib "GRASS" FILE RAILING SYSTEM (OR EQUAL) � 3 I� 5/8" x 4" MELAMINE 5 11_411 ! 5 IS I/2" PLYWOOD 19 (2) LAYERS OF 1/2" PLYWOOD 2'-011 i L 21-0" 21-011 20 3/4" PLYWOOD 21 3/4" x 4" PLYWOOD 22 3/4" x 4" OR 3" PLYWOOD BASE IZ 0 CA51NET DETAIL � 0 /+ t t �/�'� 1 DETAIL AIL 1 o C,4 I T DETAIL � 1� � � O CA51NET DETAIL O CA51NET 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" SCALE: 1 1/2" I'-0" 23 2x BLOCKING AS REQUIRED 2'-1" 24 INSULATION KIT ��_-----_----_�� 25 SINK - SEE PLUMBING " 26 WIRE CHASE AS REQUIRED 4 21 I 21 EpGE OF SHELF I UNDER CABINET LIGHT FIXTURE - SEE ELECTRICAL 2l i I 28 GLASS PANEL tm I I 2-4I 29 SLIDING SATIN ANODIZED ALUMINUM WINDOW SYSTEM 'CRL SLIDING O SERVICE WINDOW X-OR-X FORMAT' WITH 1/4" TEMPERED CLEAR I I GLASS. 21 i VERTICAL SUPPORT i 30 1/2" G.W.B. pI II I I 4 21 I 21 "V-0 I 21 4 21 I 21 - 31 3 5/8" METAL STUD KNEE WALL. MAN VIEW 32 FINISHED BASEBOARD - SEE ID SHEET. 311 12 lei 13 li _ 5 li 13 rI - 5 �p Il I(o — 33 KEYBOARD DRAWER SYSTEM. 34 LAMINATE SPLASH FROM WORK SURFACE TO UNDERSIDE OF HIGH O TOP. ........................._-..__-...._..... „ ... 8 13 I� 5 0 ° 8 10 I� ° 8 13 Il 5 GENERAL NOTES g A ° o 12 - - ° b o 9 5 `Q C it 6 Ib `� 6 16 %0 N 1. ALL MELAMINE SURFACE TO BE WHITE U.N.O. N — 2. GROMMET LOCATIONS NOT SHOWN ON CABINET DETAILS - REFER TO 1 o o __ GROMMET DETAIL BELOW FOR TYPICAL REQUIREMENTS o 0 o o 0 o '- 8 13 I'1 C 5 A I 8 — 13 I� 5 w 3. REFER TO COUNTER PLAN BELOW FOR TYPICAL COUNTER LAYOUT 12 22 b I 22 b I :t 22 6 E I ... ........ ......... II.211.4 L ..... .......... f Wit, 2 -0 All 2''0" L / 12 e -� NOTE: -FIELD CUT CABLE HOLES IN / CABINETS AFTER EQUIPMENT 1 HAS BEEN PLACED IN 13 0 CA15INET DETAIL SCALE: 1 1/2" I'-0" 8 O C,48IN1=T DETAIL II I II SCALE: 1 1/2 I -0 g CA51NET 1� TAIL 11 I II SCALE: 1 1/2 = 1 -0 2 C,4�3INET DET�41L � _ �� SCALE: 1 1/2' - 1'-0 DESIRED LOCATION BY \ OFFICE STAFF 3" O.D. GROMMET WITH I� 21_III RETRACTABLE, SELF STORING 9 9 0 SLOT COVER 2'-0" If FLOOR PLAN 2'-1" 2'-I" 12 4 21 I 2 _ - 21 I -0 21 I 2 4 214 I 2 -5- ---2-14 ---- C I ° ° ----------- ------------ TYPICAL GROMMET 1 V1 DETAIL g SCALE: N.T.S. o 8 n o o BACKSPLASH SEE NOTE "2 5 0 0 I, ° ° ° o 9 i I Z p Q ►= �� �� i j 10 _ o ° - ° _ M _ FOR HEIGHTS. ° , ' o b 9 � b 9 5 i v U� o o o o ° ° o o o — o o ° o o o ° ° ° o ° ° Q 1 12 VARIES - SEE PLAN 22 b I 23 9 22 b I 22 b I sr 22 6 1 3" RADIUS ON _._____. ALL CORNERS. i� 0 CA15 NET DETAIL II 0 CA5INET DETAIL SCALE: 1 1/2" 1'-0" 9 O CA51NET DETAIL SCALE: 1 1/2" I'-0" b 0 CA5 NET DETAIL SCALE: 1 1/2" = II-0" 3 O CA51NET DETAIL SCALE: 1 1/2" = I'-0" O TYPICAL COUNTER PLAN SCALE: N.T.S. SCALE: 1 1/2" = I'-0" = = REVISIONS BY o y 8 - a co •o ~• v $ E u vi _ s E U D - 0. N U C0 u " `° ° Tti 3 3 c • EoN I N r— M ti ti N 0 .� Q Q00 - N — C) > O _O C.r.. Q �O o� m r J' J Clti O U Z_ L O J ° O 0 0 i 0 -p J cv � •L U u- a •:3— m 0 L O s ° ° U-)E a co N C Q :3W) OL LJ- Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet A4a H:\Projects\Projects 2010\1065 - FMC ZH Rheumatology Suite\CD\('D.A\Architectural\A4ab-CAB DTLS.dwg, 2/14/2011 3:02:57 PM, DC KEYED Nogg 1 03/4" PLYWOOD WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION ..�..... O In" SOLID SURFACE MATERIAL WITH FULL 1 1/2" BULLNOSE - SEE -- FINISH SCHEDULE FOR MORE INFORMATION - O3 GRANITE SURFACE MATERIAL WITH FULL 1 1/2" BULLNOSE - SEE FINISH SCHEDULE FOR MORE INFORMATION 23 O4 BACKSPLASH FINISH TO MATCH COUNTERTOP FINISH - 3" HIGH AT COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - 15 I 15 � I \01 SEE FINISH SCHEDULE FOR MORE INFORMATION r 2" O5 5/6" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION M — — — -� O 5/8" THICK MELAMINE INTERIORS (BOXES) `r �— O1/2" THICK MELAMINE DRAWER STOCK 4" 15 33 OS 5/8" THICK MELAMINE DRAWER STOCK 30 30 0 5/8" THICK ADJUSTABLE MELAMINE SHELVES 31 � 10 LINE BORING FOR ADJUSTABLE SHELVES 26 - 03/4" PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE SURFACE AT �q LOCATIONS INDICATED ON INTERIOR ELEVATIONS 5/8" MELAMINE FIXED SHELVING - SHELVING DEPTH SHALL BE AS SHOWN UNLESS NOTED OTHERWISE ON FLOOR PLAN 6„ 13 "ZARGON" 6036 / 6026 SLIDE SYSTEM (OR EQUAL) 14 "ZARGON" 6236 SLIDE SYSTEM (OR EQUAL) 15 "ZARGON" 6436 SLIDE SYSTEM (OR EQUAL) 16 GRASS" FILE RAILING SYSTEM (OR EQUAL) G5/6" `t 1 20--------------- - - iG� x 4" MELAMINE 32 IS 1/2" PLYWOOD G 19 (2) LAYERS OF 1/2" PLYWOOD r 20 3/4" PLYWOOD 21 3/4" x 4" PLYWOOD 22 3/4" x 4" OR 3" PLYWOOD BASE x OCABINET DETAIL O C�INET DETAIL SCALE: 1 I/2" 1'-®" SCALE: i I/Z" = I'-0" 23 2x BLOCKING AS REQUIRED I'-0" 24 INSULATION KIT _fir I'-0" V-0" 25 SINK - SEE PLUMBING S 26 WIRE CHASE AS REQUIRED - 1 29 GUNDER CABINET LIGHT FIXTURE - SEE ELECTRICAL 28 GLASS PANEL ' , I 29 SLIDING SATIN ANODIZED ALUMINUM WINDOW SYSTEM 'CRL SLIDING SERVICE WINDOW X-OR-X FORMAT' WITH 1/4" TEMPERED CLEAR -_ GLASS. I I _. 30 1/2" G.W.B. 15 I 15 31 3 5/8" METAL STUD KNEE WALL. 1 21 C 32 FINISHED BASEBOARD - SEE ID SHEET. 4 '`� - - 33 KEYBOARD DRAWER SYSTEM. iv 13 i� 5 23 211 LAMINATE SPLASH FROM WORK SURFACE TO UNDERSIDE OF HIGH 4 TOP. .9 ---- ----------- - Cx RAL. NOTES NO _ 33 I� 5 21 N `v 26 I. ALL MELAMINE SURFACE TO BE WHITE U.N.C. I iv 20 - 30 2. GROMMET LOCATIONS NOT SHOWN ON CABINET DETAILS - REFER TO GROMMET DETAIL BELOW FOR TYPICAL REQUIREMENTS t_V 6g 13 Il 5 A N N 3. REFER TO COUNTER PLAN BELOW FOR TYPICAL COUNTER LAYOUT 31 32 :. ; ..... 1 32 I 20 6 I t 2u _ 2-01 ��-► NOTE: — — FIELD CUT CABLE HOLES IN 5 O CA5INET DETAIL O CA5INET DETAIL SCALE: 1 1/2 1 -0 _ SCALE: 1 1/2 V-011 CABINETS AFTER EQUIPMENT I HAS BEEN PLACED IN DESIRED LOCATION BY \ OFFICE STAFF 3" O.D. GROMMET WITH 1 RETRACTABLE, SELF STORING 1_\ SLOT COVER. 34 34 21 I 15 23 Ilk 3 _ t1'PIC,4L COMMT Dt,41L _ L -- - ----------- - O SCALE: N.T.S. `fl 21 33 V m 30 30 I - BACKSPLASHSEE 31 NOTE 02 FOR HEIGHTS, 26 `9 3/4" 20 N 6„ I " I VARIES - SEE PLAN I I — --- — — — — — — — — — —— ----—--------- 3 RADIUS ON 32 32 ALL CORNERS. OCA5INET DETAIL 3 O CAINET DETAIL O TYPICAL COUNTER PLAN SCALE: 1 1/2" - 1'-0" SCALE: 1 1/2" = I'-0" SCALE: N.T.S. REVISIONS BY E � o I L cz oo — U- ° & E v E u r L 1�� • OO Q — it ¢ E E � °ti° a ¢ " r-3 N o x 3 .� ►—■ E a to I \ c N LO L M �r r— ✓ ti N ti CL I F �u E� Q Q00 - N O O O �O O � y � w� �4 C ry N U L) C1. 0 o U_ Z L 0 J 0 O L 0 7 J N •L N 0 U } `` � � N N � L m LLJ 0 L 0 s 0LO 00 C 3 M N Os J LL - Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet A4b H:\Projects\Projects 2010\1065 - FMC ZH Rheumatology Suite\CD\CI).A\Architectural\A4ab-CAB DTLS.dwg, 2/14/2011 3:02:52 PM, DC Material Floors -Carpet (Field) Porcelain Tile Tile FINISH MATERIAL LEGEND Abb Mk MAIM f t a I eo e a , nu ac urer NO. ROOM .... .___...... __............__..f_.- - CPT PT1 PT2 PT3 _......_. u VCT ..................__.�.........._ CB FTBw.._ -- VB „ P1 ea :, Provided and Installed by Ow ner (same carpet as FMC LOL) Provided and Installed by Ow ner (same tile as FMC LOL) Lightest Tile 18" x 18" Provided and Installed by Ow ner (same tile as FMC LOL) 18" x 18" ��. Provided and Installed by Ow ner (same tile as FMC LOL) Darkest Tile 18" x 18" wmm. �.__ Tarkett "Oatmeal" 1366, 12" x 12" x 1/8"thick ��. — __ _ __ __................_.._ Provided and Installed by Ow ner (same carpet as FMC LOL) .._� Provided and Installed by Owner (same the as FMC LOL) ----« Johnsonite "Sandalwood" 45; 4" Cove ICC 21 "Baked Scone"; Eggshell Finish on Walls - Flat Finish on Ceilings; Epoxy Finish on Walls and Ceilings in Toilets 126 EXAM 127 CLOSET 128 EXAM 129 EXAM 130 NOT USED 131 EXAM 132 CORRIDOR 133 EXAM 134 OFFICE 135 TOILET 136 EXAM 137 EXAM 13138 SHARED OFFICE CORRIDOR 140 NOT USED 141 MEDICAL ASSISTA 142 TOILET143 TOILET 144 DRUG SAMPLE 145 TOILET 146 OFFICE SUPPLIES 147 CORRIDOR P2 ICI "Brown Bag" 10YY 35/196; Eggshell Finish v P3 Sherw in Williams "Nomadic Desert" SW 6107; Eggshell Finish on Walls - Flat Finish on Ceilings; Epoxy Finish on Walls and Ceilings in Toilets Doors & Trim _ Doors, Stained Algoma Natural Birch; Finish: RA-1052 Or stain to match Wilsonart "Shaker Cherry" 7935-07 Door Trim, Painted DTP ICI "Brow n Bag" 10YY 35/196; Semi Gloss Oil Based Enamel Finish Cabinetry Counters (All except High Transaction PL1 Formica "Mineral Sepia" 3446-58; Matte Finish Counters at 101 and 147) Cabinets (All except 102) PL2 Wilsonart " Sand" D331-60 High Transaction Counters (101, 147) R-3 Formica "Mineral Sepia" 3446-RD; Radiance Finish Cabinets (102) _.._ ... ._. _,-PL4 Wilsonart "Shaker Cherry" 7935-07 Toilet Counters and Aprons PL1 ._ _ Formica "Mineral Sepia" 3446-58; Matte Finish 1��0000 III WIS. 1m 11110111111111110iiMM OFINISH FLOOR FLAN SCALE: 3/I6" a I'-m" REMARKS NO. NO. ROOM 126 101 WAITING 127 102 RECEPTION 128 103 WORKAREA 129 104 CORRIDOR 130 105 CORRIDOR 131 106 DRUG STORAGE/ SUPPLIES 132 133 107 TOILET 134 108 TOILET 135 109 BREAKROOM 136 110 ELECTRICAL 137 111 INFUSION CENTER 138 112 MIXING ROOM 139 113 BIOMED HAZARD STORAGE 140 141 114 CORRIDOR 142 115 EXAM 143 116 EXAM 144 117 OFFICE 145 118 EXAM 146 119 EXAM 147 120 NOT USED 121 EXAM 122 OFFICE 123 EXAM 24 425 WORK STATION SCAM ❑ PTl ® PT2 ❑ PT3 ROOM FINISH SCHEDULE BASE FLOORS WALLS REMARKS NO. N S E W PTB PT1 /2/3 P1 P1 P1 P1 101 PTB PT1 P3 P3 P3 P3 102 PTB PT1 P1 P1 P1 P1 103 PTB Fri P1 P1 P1 P1 104 PTB Fri P1 P1 P1 P1 105 PTB PT1 P1 P1 P1 P1 106 PTB PT1 P1 P1 P1 P3 107 PTB PT1 P1 P1 P1 P3 108 PTB PT1 P1 P1 P1 P1 109 VB VCT P1 Pi P1 P1 110 PTB PT1 P1 P1 P1 P1 111 PTB PT1 P1 P1 P1 P1 112 PTB PT1 P1 P1 P1 P1 113 PTB Fri P1 P1 P1 P1 114 PTB PT1 P2 P1 P1 P1 115 PTB Fri P2 P1 P1 Pi 116 CB CPT P2 P1 P1 P1 117 PTB PT1 P2 P1 P1 P1 118 PTB PT1 P2 P1 P1 P1 119 120 PTB Fri P2 P1 P1 P1 121 CB CPT P2 P1 P1 P1 122 PTB Fri P2 P1 P1 P1 123 PTB PT1 P1 P1 P1 P1 124 PTB PT1 P2 P1 P1 P1 125 REVISIONS BY F � o � 00 I o r a, u E w U N ^ C3 N U �� U • O .1z it d dQ��.o ti 3 I F o to N M r- • ro ti N �w ,f x d00 N _O O \O ` # a � U cd r 61 Q, 3, to 8 "7 Z_ L FU_ 0 J 0 '— U U- 0 0 J 1 •L o U (A o I •} `` v 0 � V) —Y vi m LLJ c O L ;. 0 O t Q Lo t E 0000 N O� fY J LA - Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet I D 1 H:\Frojects\Projects 2010\1065 - FMC ZH Rheumatology Suite\CD\CD.A\Architectura1\1DI-FINISH FLPL.dwg, 2/14/2011 3:02:37 PM, DC DIVISION 1 GENERAL NOTES DIVISION 4 MASONRY SECTION 08110 FINISH HARDWARE B. ADHESIVES. I. PROVIDE WHITE LATEX CARPET ADHESIVE SUCH AS W.W. HENRY COMPANY NO 356, ROBERTS I PART I GENERAL 324 CLEANING A. CLEAN ALL GLASS AT THE CONCLUSION OF THE INTERIOR WORK, OR WHEN DIRECTED BY THE ARCHITECT. COMPANY NO.41-0504, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE BY THE MANUFACTURER OF THE SELECTED CARPET. NONE SPECIFIED 1.01 ORAL CLEAN ALL GLASS WITH CLEANER, CLEANING MATERIALS, AND METHODS RECOMMENED BY THE MANUFACTURER 2. PROVIDE SEAM ADHESIVE SUCH AS W.W. HENRY COMPANY NO.246, ROBERTS COMPANY NO. SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES A OBTAIN EACH TYPE OF AS SPECIFIED IN THE DOOR/HARDWARE SCHEDULE HARDWARE FROM A SINGLE CLEAN ALL GLASS COMPLETLY CLEAR OF STREAKS OR SPOT 41-0502, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE MAI I FACTURER ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPLYING WITH THE B. ANY GLASS THAT IS SCRATCHED OR DAMAGED DURING CLEANING WILL BE REPLACED AT THE CONTRACTOR'S BY THE MANUFACTURER OF THE SELECTED CARPET. PART I GENERAL /y t DIVISION S IME 1 ALS B. REQUIREMENTS. FURNISH ALL HARDWARE, IN THEIR ORIGINAL PACKAGING, COMPLETE WITH ACCESORIES OF PROPER SIZE AND EXPENSE. C. PROVIDE OWNER WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING. C. AT INTERSECTION OF CARPET AND FLOOR TILE, PROVIDE ROPPE COMPANY, INC. VINYL TILE CARPET JOINER 1.01 REQUIREMENTS NCLUDED DESIGN REQUIRED FOR THE PURPOSE FOR WHICH THEY ARE TO BE USED AND WITH ALL SCREWS, SHIELDS, AND "188 OR EQUIVALENT. D. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND A. SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR AS NONE SPECIFIED � OTHER ANCHORAGE DEVICES NECESSARY FOR A COMPLETE INSTALLATION. HARDWARE SCHEDULE SHOWN 3�5 REPAIR AND REPLACEMENT PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF THE NECESSARY WHERE NOT INDICATED, SO ARCHITECT CAN REVIEW, SELECT, CHECK FOR CONFORMANCE, oN THE DRAWINGS. A. REMOVE AND REPLACE ANY DAMAGE GLASS AND GLAZING. INSTALL, PROTECT, AND CLEAN REPLACEMENT ARCHITECT. ETC AS REQUIRED. C. INSTALL EACH HARDWARE ITEM N COMPLIANCE WITH THE NATIONAL BUILDERS HARDWARE ASSOCIATION AND GLASS AS SPECIFIED ABOVE. " DIVISION (p WOOD and PLASTICS THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WHEREVER CUTTING AND FITTING IS REQUIRED TO SURFACES WHICH ARE LATER TO OR FINISHED IN ANOTHER E. ALLOW THE OWNER TO INSPECT AND SELECT FROM SCRAP CARPET REMAINING AFTER THE INSTALLATION. BUNDLE, WRAP IN BURLAP, AND DELIVER TO THE OWNER THE CARPET SCRAPS So SELECTED. 1.02 RELATED REQUIREMENTS INSTALL HARDWARE ONTO OR INTO BE PANTED END OF SECTION 08800 A. DESIGNATED IN THE CONSTRUCTION SCHEDULE, OR IN A SEPARATE COORDINATE SCHEDULE, THE DATES FOR WAY, COORDINATED REMOVAL, STORAGE, AND REINSTALLATION OR APPLICATION OF SURFACE PROTECTIONS END OF SECTION 095(oO SECTION 06410 CUSTOM CASMLIOW SUBMISSION AND THE DATES THAT REVIEWED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES WILL BE NEEDED. ALLOW SUFFICIENT TIME IN THE SCHEDULE FOR ARCHITECT REVIEW AND POSSIBLE RESUBMITTALS IF REQUIRED. WITH FINISHING WORK D. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT Q' ' Q DIVISION 9 FINISHES SECTION 09WO PAINTING SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COUNTERSINK UNITS NOT PART 1 GENERAL 1.03 SHOP DRAWINGS PART I CABINETS FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANCHORS IN ACCORDANCE WITH A. DRAWINGS SHALL BE PRESENTED IN A CLEAR AND THOROUGH MANNER 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 INDUSTRY STANDARDS. SET THRESHOLDS FOR EXTERIOR DOORS IN FULL BED OF BUTYL -RUBBER OF POLYIOSBUTYLENE MASTIC SEALANT. SECTION 01111110 METAL SYSTEMS 121 GENERAL A. IT IS THE INTENT OF THIS SPECIFICATION TO PRODUCE A PREMIUM JOB, WHICH WILL PROVIDE THE MAXIMUM I. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NUMBERS SHOWN ON CONTRACT DRAWINGS. DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACE AND EDGES. E. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION. METAL STUDS DURABILITY, WHICH CAN REASONABLY BE EXPECTED FROM A PAINTED SURFACE. "PAINT" 2. SHEET SHALL BE LABELED WITH CORRECT JOB NAME, LOCATION, ARCHITECT'S PROJECT NUMBER, AND B. DOOR FRONTS, DRAWER FRONTS AND CABINET BODIES SHALL BE 5/8" WHITE MELAMINE WITH HIGH REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE B. INCLUDES COATING SYSTEMS MATERIALS, PRIMERS, EMULSIONS, ENAMELS, STAINS, SEALERS, AND FILLERS, AND OTHER APPLIED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FINISH COAT. SUBCONTRACTOR'S COMPANY NAME, ADDRESS, PHONE NUMBER AND NAME OF RESPONSIBLE PRESSURE DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACES AND EDGES. APPLICATION MADE. INSTRUCT OWNERS IN PROPER ADJUSTMENT AND MAINTENANCE OF HARDWARE DURING A AT INTERIOR METAL STUD PARTITIONS, UNLESS OTHERWISE SHOILN ON THE DRAWINGS, PROVIDE C. SPECIFIED PRODUCTS BELOW ARE MANUFACTURED BY SHERWIN WILLIAMS, EXCEPT WHERE OTHER REPRESENTATIVE OF COMPANY. C. STYLE SHALL BE FLUSH OVERLAY WITH SQUARE EDGES. FINAL ADJUSTMENT. STANDARD PUNCH STEEL STUDS OF THE SIZES SHOWN ON THE DRAWINGS, EITHER HOT -DIP MANUFACTURERS ARE INDICATED, AND ESTABLISH A STANDARD OF QUALITY. EQUIVALENT PRODUCTS OF 3. DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AND ADJACENT COMPONENTS GALVANIZED OR FACTORY PRE -PAINT: 25 GA. UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 20 OTHER ACCEPTABLE MANUFACTURERS MAY NOT BE USED UNLESS APPROVED BY ARCHITECT. OF THE WORK. 102 CABINET BACKS A. 5/8" UNITE MELAMINE BOXES ON BASE AND UPPERS. FINISH INTERIOR FACE TO MATCH CABINET INTERIOR. 1.02 KEYING A KEYING SHALL BE PER THE OWNERS REQUIREMENTS. TAG KEYS AND PROVIDE TO OWNER AT SUBSTANTIAL GA. AT ALL DOOR OPENINGS. B. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, D. PROVIDE BEST GRADE AND QUALITY MATERIALS AND PRODUCTS MANUFACTURED BY SHERWIN WILLIAMS. MATCH COLORS AS INDICATED ON THE DRAWINGS, USE PREMIXED PAINTS INSOFAR AS POSSIBLE. THIN ONLY 1.04 PRODUCT DATA COMPLETION. TRACKS, CLIPS, ANCHORS, FASTENING DEVICES, SOUND ATTENUATION PENCIL RODS AND AS PERMITTED ANY MANUFACTURER'S LABEL INSTRUCTIONS, AND AVOID UNNECESSARY THINNING. A. PREPARATION: 1.03 DRAWERS RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER E. PROTECT FINISHED SURFACES, WORK OF OTHER TRADES, AND PROPERTY OF THE OWNER FROM DAMAGE AND 1. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS WHICH ARE SPECIFICALLY A. DRAWER FRAMES SHALL BE GRASS ZARGEN DRAWER SLIDE SYSTEM OR EQUIVALENT. ALL EXPOSED 1.03 GUARANTEE INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER OF THE STEEL STUDS USED. DEFACEMENT. COVER FLOORS AND FIXED EQUIPMENT WITH DROP CLOTHS. COVERED BY THE SUBMITTAL. REFERENCE ALL NUMBERS TO CORRESPOND TO THOSE IN CONTRACT VIEW PORTIONS SHALL BE FINISHED TO MATCH INTERIOR OF CABINET BODIES. A PROVIDE ONE-YEAR GUARANTEE FOR ALL HARDWARE. PERIOD OF GUARANTEE SHALL BEGIN FROM DATE OF C. MEET OR EXCEED MIN" REQUIREMENTS OF FEDERAL SPEC. QQ-546 5 AND FEDERAL SPEC. F. PREPARE SURFACES ACCORDING TO PAINT MANUFACTURER'S INSTRUCTIONS. EXAMINE FACTORY FINISHED D= MENTS. OWNER'S ACCEPTANCE. QQ-5-115D, CLASS D. AND PRIMED SURFACES TO BE PAINTED, AND VERIFY COMPATIBILITY OF EXISTING MATERIAL WITH PAINT TO 2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. 104 SHELVES, DIVIDERS, AND BOTTOMS BE APPLIED. APPLY PAINT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS 3. SHOW DIMENSIONS AND CLEARANCES REQUIRED. A SHELVES ON THE INTERIOR OF CARNETS (BEHIND DOORS), BOTTOM IN CABINET, AND VERTICAL DIVIDERS END OF SECTION 08110 END OF SECTION 09110 ONLY TO SURFACES WHICH ARE THOROUGHLY DRY, SMOOTH, EVEN, CLEAN, FREE OF DUST AND PROPERLY 4. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS, SHALL BE 5/8" WHITE MELAMINE. EXPOSED FACES SHALL MATCH CABINET BODY INTERIOR FINISH, ALL PREPARED TO RECEIVE THE INTENDED FINISH. 5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE SUBMITTAL. EXPOSED FRONT EDGES, INCLUDING SHELF EDGES, SHALL BE FINISHED WITH ONE (I) TAPED FRONT EDGE. SECTION 08800 GLASS 4 GLAZING B. MANUFACTURER'S STANDARD SCHEMATIC DRAWINGS AND DIAGRAMS: SECTION OW50 GYPSUM WALLBOARD I 122 PAINTING 1. MODIFY DRAWINGS AND DIAGRAMS TO DELETE INFORMATION WHICH IS NOT APPLICABLE TO THE WORK 105 PLASTIC LAMINATE - PART I GENERAL A. ACCEPTABLE MATERIALS 2. SUPPLEMENT STANDARD INFORMATION TO PROVIDE INFORMATION SPECIFICALLY APPLICABLE A. 1/16" THICK MATERIAL ON HORIZONTAL SURFACES AND 1/32" ON VERTICAL SURFACES. PART I GENERAL 1. ALL PAINTING TO BE SCHEDULED IN THE FINISH SCHEDULE. TO THE WORK (GENERAL NOTE: ALL EXTERIOR CORNERS OF COUNTER TOPS TO NAVE A RADIUS OF 1 1/2"). 1.01 SUMMARY 2. EQUIVALENT PRODUCTS OF THE FOLLOWING ARE ALSO ACCEPTABLE: PART 2 PRODUCTS A PROVIDE AND INSTALL GLAZING AND ACCESSORIES WHERE SHOWN ON THE DRAWINGS AND AS SPECIFIED 1.01 GENERAL PRATT t LANBERTT 1.05 SAMPLES . HEREIN. GLAZING TYPES AND SIZES SHALL BE AS PER THE DRAWINGS AND WINDOW SCHEDULE. A. GYPSUM WALLBOARD WORK SHALL CONFORM TO THE GYPSUM ASSOCIATION "RECOMMENDED GLIDDEN A. OFFICE SAMPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY TO CLEARLY 2.01 HARDWARE SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD." PORTER ILLUSTRATE : A HINGES : "GRASS 120 DEGREE SNAP -ON 3000 SERIES" FULL OVERLAY SELF CLOSING 1.02 QUALITY STANDARDS B. EXAMINE SUBSTRATES TO WHICH DRY WALL CONSTRUCTION ATTACHES OR ABUTTS, PRESET HOLLOW METAL BENJAMINE MOORE 1. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT B. FULLS: 3" BRUSHED ALUMINUM FINISH BY STANLEY OR EQUAL FINAL SELECTION TBD A GLAZING STANDARDS: COMPLY WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION (FGMA) FRAMES, CAST-IN-ANCORS, AND STRUCTURAL FRAMING FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCE AND OTHER CONDITIONS AFFECTING PERFORMANCE OF DRY WALL B. UNDERCOATS AND THINNERS DEVICES AND TECHNIQUES. C. DRAWER GLIDES : SEE SPECIFICATION ABOVE "GLAZNG MANUAL" AND "SEALANT MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. CONSTRUCTION. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN 1. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER 2. FULL RANGE OF COLOR, TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT NO ADDITIONAL COST. D. LOCK : NATIONAL LOCK "C8113-26D (DOOR), "C8-8138-16D (DRAWER). REFER TO THOSE PUBLICATIONS FOR DEFINITIONS OF GLASS AND GLAZING TERMS NOT OTHERWISE DEFINED CORRECTED. OF FINISH COAT. SUBMIT ONLY SPECIFIED COLOR RANGE IF DIFFERENT FROM MANUFACTURER'S STANDARD RANGE. E. KEYBOARD DRAWER: ACCURIDE CBERGO - TRAY 200 KEYBOARD SYSTEM BY ACCURIDE IN THIS SECTION OR OHTER REFERENCED STANDARDS. C. DO NOT TAPE AND FINISH GYPSUM BOARD WHEN THE TEMPERATURE IS BELOW 60 DEGREES FAHRENHEIT. 2. USE ONLY THINNERS RECOMMENDED BY THE PAINT MANUFACTURER AND USE ONLY B. ALL SAMPLES OF A PARTICULAR PRODUCT, ASSEMBLY, UNIT, ETC" SHALL BE SUBMITTED AT THE SAME PART 3 INSTALLATION B. SAFTEY GLAZING PRODUCT: WHERE SAFTEY GLASS IS INDICATED OR REQUIRED BY AUTHORITIES HAVING THE TEMPERATURE OF THE ROOMS SHALL BE HELD AT 60 DEGREES FAHRENHEIT FOR 48 HOURS BEFORE THE RECOMMENDED LIMITS. C. COLOR SCHEDULES TIME TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN SAMPLES. 3.01 INSTALLATION JURISDICTION, PROVIDE TYPE OF PRODUCTS INDICATED WHICH COMPLY WITH ANSI Z91.1 AND TESTING REQUIREMENTS OF CPSC 16 CFR PART 1201 FOR CATEGORY 11 MATERIALS. TAPING AND FINISHING IS TO BEGINMAINTAIN 60 DEGREES FAHRENHEIT DURING AND AFTER INSTALLATION. . 1. PROVIDE PAINTING AS SCHEDULED IN THE FINISH MATERIALS SCHEDULE. 1.06 SUBMITTALS A. PROVIDE WOOD BACK BLOCKING AT PROPER LOCATIONS IN PARTITIONS FOR CASEWORK ATTACHMENT. C. FIRE -RESISTANCE -RATED WIRE GLASS: PROVIDE WIRE GLASS PRODUCTS THAT ARE IDENTICAL TO THOSE VENTILATES AS REQUIRED TO REMOVE EXCESS HUMIDITY. a. ON GYPSUM DRYWALL, USE: A PERMITS, LICENSES, AND CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES OF PERMITS, END OF SECTION 06410 TESTED PER ASTM E 163 (UL S) AND ARE LABELED AND LISTED BY UL OR OTHER TESTING AND INSKCTNG 102 GYPSUM WALLBOARD 1. FIRST COAT - PIGMENTED PRIMER/SEALER LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES, RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICATION. D. SINGLE SOURCE RESPONSIBILTY : PROVIDE MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE OF %GYPSUM WALLBOARD SHALL BE MANUFACTURED BY U.S. GYPSUM. WALLBOARD IS TO MEET. ASTM C36-84A AND SS-L-30d 1/2 INCHES THICK, 48 INCHES WIDE WITH TAPERED EDGES. 2. SECOND COAT -ACRYLIC LATEX ENAMEL 3. THIRD COAT -ACRYLIC LATEX ENAMEL //��,�'��� Q THERMAL AND MOISTURE ESTABLISHED IN CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON Q DIVISION 1 GLAZING PRODUCT IDICATED. b. ON FERROUS METAL, USE: PERFORMANCE OF THE WOW, ml� T CTION E. PROVIDE GLASS AND GLAZING THAT WAS BEEN PRODUCED, FABRICATED AND INSTALLED TO WITHSTAND B. AT FIRE RATED PARTITIONS INSTALL WALLBOARD To MEET SEPARATE REQUIREMENTS, USE TYPE 111, GRADE 1. FIRST COAT - RUST INHIBITIVE ALKYD METAL PRIMER NORMAL TEMPERATURE CHANGES, WIND LOADING, LOADING, WITHOUT FAILURE INCLUDING LOSS OR S, LO DI G ,GASKETS X CLASS 1, 5/8 INCHES THICK FIRE RETARDANT WALLBOARD. C. INSTALL GYPSUM BOARD WITH TRUE, EVEN SURFACES AND STRAIGHT, SHARP CORNERS. USE FULL LENGTH 2. SECOND COAT - SEMI -GLOSS ALKYD ENAMEL 3. THIRD COAT - SEMI -GLOSS ALKYD ENAMEL 101 CONTRACTOR RESPONSIBILITIES A. REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION. SECTION 0 1210 BUILDING INSULATION SND BREAKAGE OF GLASS, FAILURE TO REMAIN WATERTIGHT AND AIRTIGHT, DETERIORATION L GLASS AND GLAZING MATERIALS, GANDASKETS OTHER DEFECTS E THE WORK BOARDS WHERE POSSIBLE. END JOINTS ON THE SAME SIDE OF A WALL SHALL BE STAGGERED AND JOINTS c. ON WOOD DOORS, USE: B. DETERMINE AND VERIFY: PART I GENERAL F. FIELD MEASURE ALL OPENIGS OR AREAS TO RECEIVE GLASS AND GLAZING TO ASCERTAIN CORRECT FIT. ON OPPOSITE SIDE SHALL NOT OCCUR OVER THE SAME SUPPORT. DO NOT LOCATE NORMAL END JOINTS AT OPENINGS. FORM TAINTS NEATLY. BUTT BOARDS TOGETHER BUT DO NOT FORCE INTO PLACE. DO 1. FIRST COAT - STAIN (SEE FINISH SCHEDULE) I. FIELD MEASUREMENTS. IMPROPERLY SIZED GLASS OR GLAZING SHALL BE REPLACED AT NO ADDITIONAL COST TO OINER NOT BUTT EDGES AGAINST TAPERED EDGES. NO JOINT SHALL NAVE A GAP GREATER THAN I/4 INCH. NOT T 2. SECOND COAT - STAIN (SEE FINISH SCHEDULE) 3. THIRD COAT - VARNISH LOW SHEEN "RUBBED EFFECT" 2. FIELD CONSTRUCTION CRITERIA 3. CATALOG NUMBERS AND SIMILAR DATA. 101 GENERAL 103 8UBMITALS D. IN GENERAL, INSTALL GYPSUM BOARD ON CEILING BEFORE WALLS. CONSTRUCT CEILINGS WITH LONG C 4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS. A COAT INSULATION EXPOSED TO VIEW IN FINISH WORK WITH CEMENTITIOUS COATING. INSTALL COATING STRICTLY A PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL DATA FOR EACH GLAZING MATERIAL, FABRICATED DIMENSION OF GYPSUM BOARD APPLIED AT RIGHT ANGLES TO SUPPORT. END OF SECTION 09900 C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. IN ACCORDANCE WITH COATING.MAN1lFACTURER'S INSTRUCTION. APPLY COATING APPROXIMATELY 3/I6" GLASS PRODUCT REQUIRED AND SEALANT INCLUDED INSTALLATION AND MAINTENANCE INSTRUCTIONS, E. SCREW GYPSUM BOARD TO FRAMING WITH SCREWS NOT OVER 8 INCHES ON CENTER SUM FASTEN GYP DO NOT SUBMIT NONCONFORMING PRODUCTS. SUBMITTALS FROM THICK TEXTURE SURFACE WITH A PANT ROLLER PERFORMANCE CRITERIA, ETC_ BOARD BEGINNING AT THE CENTER AND WORK TOWARDS OUTER EDGES. HOLD BOARD FIRMLY HE EDT WOOD FRAMING WHILE FASTENING. FASTENERS AT EDGES OF BOARDS SHALL BE I/2 INCH FROM THE EDGE. Qp /� Q DIVISION 1O S E.- I I D NOTIFY THE ARCHITECT IN WRITING, AT THE TIME OF SUBMISSION, OF ANY DEVIATIONS IN THE B. SAMPLES: SUBMIT, FOR VERIFICATION PURPOSES, 12" SQUARE SAMPLE OF EACH TYPE OF GLASS I�iLT �7 REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS. 1.02 GENERAL BUILDING INSULATION INDICATED, INCLUDING MIRRORS, MOUNTING HARDWARE AND MATERIALS. F. OPENINGS FOR ELECTRICAL DEVICES, PIPING, GRILLS, AND REGISTERS SHALL BE ACCURATELY LOCATED E. BEGIN NO FABRICATION OR WORK WHICH REQUIRES SUBMITTALS UNTIL RETURN OF SUBMITTALS WITH A BLANKET INSULATION TO BE UN -FACED, MINERAL FIBER WITH THERMOSETTING RESINS, TYPE I. MINERAL FIBER C. CERTIFICATE: SUBMIT CERTIFICATES FROM RESPECTIVE MANUFACTURERS ATTESTING THAT GLASS AND AND NEATLY MADE TO CLOSELY FIT THE DEVICES AND BE COMPLETELY COVERED BY PLATES AND ARCHITECT'S CONFORMANCE REVIEW. SHALL BE MANUFACTURED FROM GLASS. B. APPLY INSULATION UNITS COMPLYING WITH MANUFACTURER'S RECOMMENDATIONS, INSTALL BLANKET GLAZING MATERIALS FURNUSHED FOR PROJECT COMPANY WITH REQUIREMENTS, INCLUDE ALL REQUIRED ESCUTCHEONS. SECTION I ZZ FIRE EXTINGUISHERS F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS WARRANTIES. SHALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR ACCEPTANCE. INSULATION N STUD WALLS. BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE 1. GLASS MANUFACTURER SHALL SUBMIT A CERTIFIED LETTER STATING THAT ALL GLASS SIZE AND 1.03 TRIM PIECES PART I GENERAL TO PROVIDE PERMANENT PLACEMENT. THICKNESS FOR ALL GLAZING OPENINGS MEET OR EXCEED THE WIND LOAD REQUIREMENTS AS A. PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE WALLBOARD APPLICATION AS 108 SUBMISSION REQUIREMENTS SPECIFIED IN SECTION 08410, ALUMINUM ENTRANCES AND STORFRONTS, AND SECTION 08521, MANUFACTURED BY U.S. GYPSUM. PROVIDE DUR-A-BEAD CORNER BEAD AT EXTERNAL CORNERS AND NO. 1.01 SUBMITTALS A. MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN SUCH SEQUENCE 1.03 LOOSE INSULATION ALUMINUM WINDOWS, 200-A METAL CASING BEAD WHERE WALLBOARD ABUTTS OTHER MATERIALS. A. PRODUCT DATA: REQUIRED AS TO CAUSE NO DELAY IN THE WORK OR IN THE WORK OF ANY OTHER CONTRACTOR A SAME AS GENERAL BUILDING INSULATION. FILL CRACKS AND VOIDS AROUND FRAMES AND BLOCKING AND B. SHOP DRAWINGS: NOT REQUIRED B. NUMBER OF SUBMITTALS REQUIRED: OTHER VOIDS IN EXTERIOR WALL AND VOIDS AROUND CANTS, CURBS, AND BLOCKING N AND ABOUT THE 1.04 DELIVERY, STORAGE AND HANDLING 104 FASTENERS C. SAMPLES: NOT REQUIRED 1. SHOP DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH THE CONTRACTOR REQUIRES, ROOF WITH LOOSE INSULATION. WEDGE IN PLACE CORNERS AND INTERSECTIONS BEFORE SHEETING A PROTECT GLASS AND GLAZING MATERIALS DURING DELIVERY, STORAGE AND HANDLING TO COMPLY WITH A. PROVIDE SCREWS, NAILS, CLIPS, TIES, AND OTHER FASTENERS AS RECOMMENDED BY THE GYPSUM PART 2 PRODUCTS PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE OF EXTERIOR, COMPLETELY FILLING VOIDS. MANUFACTURER'S DIRECTIONS AND AS REQUIRED TO PREVENT EDGE DAMAGE TO GLASS AND GLAZING MANUFACTURER SIZE 15 24" x 36" FOR ANY ONE SHEET. MATERIALS FROM EFFECTS OF MOISTURE INCLUDING CONDENSATION, OF TEMPERATURE CHANGES, OF DIRECT 201 MANUFACTURERS/PRODUCTS 2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3) 1.04 SOUND ATTENUATING INSULATION EXPOSURE TO BUN, AND FROM OTHER CAUSES. 125 JOINT TREATMENT SYSTEMS A. COORDINATE WITH LOCAL MUNICIPALITIES AND PROVIDE FIRE EXTINGUISHERS. WHICH WILL BE RETAINED BY THE ARCHITECT. A SOUND INSULATION SHALL BE INSTALLED IN STUD WALLS AND CEILINGS W14ERE INDICATED ON B. STORE IN LOCATION TO PREVENT ANY DAMAGE. REPLACE GLASS OR GLAZING MATERIALS AT ANY POINT A. SYSTEM SHALL BE PERFORATED TAPE AND CEMENT RECOMMENDED THE GYPSUM MANUFACTURER B. FIRE EXTINGUISHERS: SEE DRAWINGS FOR SPECIFICATIONS. 3, SAMPLES: SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NO NUMBER IS GIVEN, THE DRAWINGS. FIT INSULATION TIGHTLY BETWEEN STUD MEMBERS. DURING THE CONTRACT PERIOD AT NO COST TO OWNER B. APPLY MATERIALS IN STRICT ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS. FILL JOINTS WITH VERIFY CORRECT NUMBER WITH ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF TWO (2) SAMPLES. JOINT COMPOUND, EMBED PERFORATED TAPE AND APPLY A SKIM COAT OF JOINT COMPOUND OVER TAPE. PART 3 EXECUTION 4. PROVIDE SUBMITTALS AS REQUIRED BY THE INDIVIDUAL SECTION, BUT NO LESS THAN THAT STATED ABOVE. 1.05 RELATED WORK 105 GUARANTEE APPLY TWO ADDITIONAL COATS OF JOINT COMPOUND ALLOWING AT LEAST 24 HOURS BETWEEN EACH COAT. 3.01 SCHEDULES C. SUBMITTALS SHALL CONTAIN: A RIGID FOAM INSULATION SHALL BE INSTALLED ON INSIDE FACE OF ALL C.M.U. WALLS CONTINUES TO SLAB TO A PROVIDE MINIMUM TEN (10) YEAR GUARANTEE FOR ALL GLASS PRODUCTS, INCLUDING GUARANTEE AGAINST SAND EACH COAT. FINISH SURFACES SHALL BE UNIFORMLY SMOOTH, TRUE AND IN SATISFACTORY CONDITION A. INSTALL AS REQUIRED. 1. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS. 4" ABOVE FINISHED CEILING. SILVER SPOILAGE OF ALL MIRRORS, PERFORMANCE OF GLAZING SEALANTS, TEG. TO RECEIVE PAINT. 2. THE PROJECT TITLE AND NUMBER I�6 RELATED WORK END OF SECTION 10522 3. CONTRACT IDENTIFICATION. A SPECIFIED ELSEWHERE, INCLUDES, BUT NOT LIMITED TO, FURNISHING AND INSTALLING SUCH ITEMS AS ROOF PART 2 PRODUCTS END OF SECTION 09250 4. THE NAMES OF: a. CONTRACTOR MEMBRANE SYSTEM, NAILERS, MECHANICAL FASTENERS, FLASHING, ETC - SECTION "11 ACOUSTIC PANEL CEILINGS SECTION ICBM TOILET ACCESSORIES 2.01 GLASS b. SUBCONTRACTOR c. SUPPLIER PART 2 PRODUCTS . ' A PROVIDE GLASS TYPES AND THICKNESS AS PER DRAWINGS AND WINDOW SHCEDULE: PART I GENERAL PART I GENERAL FLOAT (OR PLATE } COMPLY WITH FEDERAL SPECIFICATION DD-G-451. FLOAT d. MANUFACTURER 5. IDENTIFICATION OF THE PRODUCT, WITH THE SPECIFICATION SECTION NUMBER 2.01 MATERIAL DESCRIPTION WIRE GLASS: COMPLY WITH FEDERAL SPECIFICATION DD-G-451. FIGURED AND PATTERN GLASS: COMPLY WITH FEDERAL SPECIFICATION DD-G-451. 1.01 GENERAL ICI SUBMITTALS A. PRODUCT DATA: NOT -REQUIRED 6. FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH. A AT CMU WALLS 1. INSTALL OVENS CORNING PINK FOAMULAR RIDGED FOAM INSULATION I" THICK - R-5 B. SUBJECT TO COMPLIANCE WITH ALL REQUIREMENTS, THE FOLLOWING MANUFACTUERERS OFFER PRODUCT WHICH A. COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL CEILING UNITS AND SUSPENSION SYSTEM B. SHOP DRAWINGS: NOT -REQUIRED 1. RELATION TO ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS. MAY BE INCORPOATED IN THE WORK COMPPONENTS WITH OTHER CONSTRUCTION THAT PENETRATES CEILINGS OR IS SUPPORTED BY THEM, C. SAMPLES: NOT -REQUIRED S. APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO ASTM OR FEDERAL SPECIFICATION NUMBERS. B. AT WALL CAVITIES ' 1. TINTED GLASS: INCLUDING LIGHT FIXTURES AND HVAC EQUIPMENT. S. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS. I. 4" WALLS: INSTALL OVENS CORNING KRAFT FACED R-11 INSULATION 2. 6" WALLS: INSTALL OWENS CORNING KRAFT FACED R-IS INSULATION a. PPG-INDUSTIES, INC. SOLARGRAY COMMERCIAL INSULATING GLASS I -INCH UNITS WITH 1/2-INCH AIRSPACE PART 2 PRODUCTS IO. IDENTIFICATION OF OPTIONS AVAILABLE, BUT NOT INDICATED IN THE SPECIFICATIONS, SUCH AS AND 1/4-INCH LUTES, INTERIOR LUTE CLEAR 1.02 MINERAL -FIBER ACOUSTICAL PANELS 201 MANUFACTURERS/PRODUCTS COLOR, FINISH, TEXTURE, ETC. WITH COMPLETE SAMPLES OR LISTING INCLUDED IN THE SUBMITTAL FOR C. AT CEILINGS 1. INSTALL OVENS CORNING KkAFT FACED R-IS OR R-30 INSULATION AS SPECIFIED IN DRAWINGS 2. WIRE GLASS' A PROVIDE ACOUSTICAL PANELS AS MANUFACTURED BY ARMSTRONG CIRRUS ANGLED TEGULAR A. ACCESSORIES SHALL BE AS MANUFACTURED BY "BRADLEY" OR "BOBRIGK" OR EQUAL SEE DRAWINGS ARCHITECT'S SELECTION. a. FIRELITE. 24 INCHES BY 24 INCHES 3/4 INCHES THICK WHITE. REFER TO DRAWINGS FOR LIMITS OF TILE FOR SPECIFICATIONS. 11. INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOWN ON THE SHOP DRAWINGS SHALL BE D. AT SOUND PARTITIONS 3. CLEAR FLOAT GLASS: INSTALLATION. DIMENSIONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUSION. I. INSTALL OWENS CORNING QUIET ZONE NOISE CONTROL. BATTS a. PPG INDUSTRIES, NC. B. INSTALL IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. ARRANGE PART 3 EXECUTION 12. IDENTIFICATION OF REVISIONS ON SUBMITTALS. b. FORD GLASS DIVISION. ACOUSTICAL UNITS AND ORIENT DIRECTIONAL PATTERN OF TILES FOR A UNIFORM APPEARANCE. REST 301 HEDULES 13. AN 8" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS. PART 3 EXECUTIONS LIBBEY-OVENS-FORD CO. PANELS ON FLANGES OR INVERTED TEES WITH TILE UNITS FITTING NEATLY AGAINST BUTTING SURFACE A. COORDINATE WITH DRAWINGS. 14. CONTRACTOR'S STAMPS, INITIALED OR SIGN, CERTIFYING THE REVIEW OF SUBMITTAL, VERIFICATION OF PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF 3.01 INSULATION APPLICATION c. C. OTHER MANUFACTURERS WHO PROVIDE SIMILAR PRODUCTS, SUBJECT TO COMPLIANCE WITH ALL REQUIREMENTS, AND SUPPORT BY WALL ANGLES. END OF SECTION 10800 THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS. A INSTALL THE FLAT AND TAPERED INSULATION LOOSELY OVER THE SUBSTRATE IN STRICT ACCORDANCE MAY BE APPROVED WITH COMPLETE DATA SUBMITTAL. AND ARCHITECT APPROVAL PRIOR TO BIDDING IN 1.03 METAL SUSPENSION SYSTEM Q �y� �y DIVISION 11 EC>�UIPMENT 109 RESUBMISSION REQUIREMENTS WITH THE MANUFACTURER'S SPECIFICATIONS. B. START THE BOARDS FROM THE ROOF DRAINS AND WORK TOWARD THE HIGH POINT. INSTALL TAPERED ACCORDANCE WITH DIVISION I. D. INSULATING GLASS: COMPLY WITH ASTM E-113, ASTM E-114. SEALED INSULATING UNITS FABRICATED FROM TWO A PROVIDE SYSTEM AS MANUFACTURED BY ARMSTRONG SUSPENSION SYSTEM SHALL BE EXPOSED TEE -GRID, DOUBLE WEB, INTERMEDIATE DUTY (ASTM C635), ELECTROGALVANIZED, COLD -ROLLED STEEL, A. MAKE ANY CORRECTIONS OR CHANGES IN THE SUBMITTALS REQUIRED BY THE ARCHITECT AND RESUBMIT BOARDS ACCORDING TO LETTERS STENCILED ON THE BOARD. DIRECTION IS ALSO STENCILED ON ALL STENCILED PANES OF GLASS WITH AIR SPACE BETWEEN. GLASS THICKNESS AND HEAT STRENGTHENING TO BE DETERMINED BY MANUFACTURER FOR WIND LOADING CONDITION. INSULATING GLASS WARRANTY: I0 YEARS. 15/16 INCHES WIDE, CAPPED BOTTOM FLANGE. WHITE IN COLOR SYSTEM TO INCLUDE ALL CROSS TEES, UNTIL ACCEPTED. BOARDS. STAGGER JOINTS OF UNS BOARDS FROM TAPER BOARDS. BRIDGING TREES, INTERSECTION CLIPS, SPLICES, COMPLETE EXPOSED GRID SYSTEM. B. SHOP DRAWINGS AND PRODUCT DATA: END OF SECTION 01210 2.02 MAMFACTURERS / PRODUCTS B. LAY OUT PATTERN IN ACCORDANCE WITH THE DRAWINGS, LEVEL, TRUE TO PLANE, AND AT THE REQUIRED NONE SPECIFIED 1. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL. A FLOAT GLASS (TYPE FG-Ah CLEAR,1/4 INCH THICK, MINIMUM. ELEVATION. FRAME AROUND ALL OPENINGS IN CEILING LIGHTS AND GRILLES WITH MAIN RUNNERS. HANGERS 1. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED BY THE ARCHITECT. SAFTEY GLASS (TYPE FG-Bk CLEAR FULLY TEMPERED 1/4 INCH THICK, MNIMUM. ARE TO BE SPACED AT 4'-O" ON CENTER MAXIMUM. PROVIDE ADDITIONAL HANGERS AS REQUIRED TO C. SAMPLES: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL. may' M DIVISION S DOORS AND WINDOWS LOW E GLASS (TYPE FG-F} FLOAT TYPE, TEMPERED, CLEAR COATING ON INNER SURFACE. SUPPORT LIGHT FIXTURES AND HVAC REGISTERS AND GRILLES AND INTERFERENCES OF DUCT WORK 1.10 DISTRIBUTION MIRROR GLASS (TYPE FG-Wh CLEAR TEMPERED SAFTEY TYPE WITH COPPER AND SILVER COATING, SQUARE C. SECURES WIRES BY LOOPING AND WIRE -TYING, EITHER DIRECTLY TO STRUCTURES OR To INSERTS, EYE FOR SCREW ATTACH MOLDINGS TO yQ' DIVISION 12 !=URN I5�-IIr�CaIS EDGES. SCREWS, OR OTHER DEVICES APPROPRIATE SUBSTRATE. EDGE A. DISTRIBUTE REPRODUCTION OF SHOP DRAWINGS AND COPIES OF PRODUCT DATA UHICN CARRY THE INTERVALSSUBSTRATE AT I INCHES CENTER AND NOT MORE THAN 3 INCHES FROM ENDS. ARCHITECT'S STAMP OF CONFORMANCE TO: SECTION 08211 FLUSH WOOD DOORS PART 3 EXECUTION TOLERANCE OF 1/8"N2 FEET. LEVEL GGRID TO ATOLE 1. JOB SITE FILE. NONE SPECIFIED 1. RECORD DOCUMENTS FILE. PART I GENERAL 3.01 PRECONSTRUCTION END OF SECTION 09511 3. SUBCONTRACTORS. 4. SUPPLIER OR FABRICATOR 1.01 GENERAL, A EXAMINE JOB CONDITIONS AND VERIFY TWAT ALL ARE SATISFACTORY FOR SPEEDY AND ACCEPTABLE WORK 5. OWNER (TO BE DISTRIBUTED BY THE ARCHITECT). A DO NOT DELIVER DOORS OR INSTALL UNTIL CONDITIONS FOR TEMPERATURE AND RELATIVE HUMIDITY HAVE B. CLEAN AND PREPARE GLAZING SUPPORT MATERIALS ACCORDING MANUFACTURER'S INSTRUCTIONS AND SECTION 09650 VINYL COMPOSITION TILE DIVISION 13 SPECIAL CONSTRUCTION BEEN STABILIZED AND WILL BE MAINTAINED IN STORAGE AND INSTALLATION AREAS DURING: REMAINDER OF IN STANDARDS OF THE GLASS ASSOCIATION OF NORTH AMERICA GLAZING: MANUAL. 1.11 ARCHITECT'S DUTIES CONSTRUCTION PERIOD. C. INSPECTION AND CLEANING SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING: CLEAN DIRT OR PART I GENERAL A. REVIEW SUBMITTALS WITH REASONABLE PROMPTNESS AND IN ACCORD WITH SCHEDULE. ALLOW A MINIMUM I FOREIGN MATERIALS FROM CHANNELS, STOPS, RABBETS, SETTING BLOCKS, SPACERS, ECT_ REMOVE NON - NONE SPECIFIED OF TEN (10) WORKING DAYS FOR REVIEW, UNLESS SPECIAL HANDLING IS ARRANGED IN ADVANCE. 102 INTERIOR FLUSH WOOD SOLID CORE DOORS PERMANENT PROTECTIVE COATINGS. WIPE SURFACES CLEAN IMMEDIATELY PRIOR TO ADDING PRIMER TAPES 1.01 SUMMARY B. AFFIX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQUIREMENTS FOR RESUBMITTAL OR A PROVIDE DOORS 13/4", 5 OR 1 PLY, PARTICLE BOARD CORE, CONFOFB'11NG TO AWI SECTION 1300 OR GLAZING COMPOUNDS. APPLY PRIMER TO SURFACES AS REQUIRED TO RECEIVE GLAZING COMPOUNDS. A. DIMENSION: 12" X 2" X 18". CONFORMANCE OF SUBMITTAL. ACCEPTANCE IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND 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. SPECIES 3.02 INSTALLATION B. PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FINISH MATERIAL SCHEDULE. C. ADHESIVES: DIVISION 14 CONVEYING: SYSTEMS STILE EDGE SHALL NOT BE LESS THAN 2 3/8" THICK EDGE BEFORE TRIMMING AND SHALL BE WILL NOT BE REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS COMPATIBLE WITH FADE VENEER TOP AND BOTTOM AND BOTTOM EDGE SHALL NOT BE LESS THAN I I/8" A INSPECT FRAMING BEFORE INSTALLATION AND PROVIDE WRITTEN REPORT OF ANY CONDITIONS THAT MIGHT I. PROVIDE WATERPROOF STABILIZED TYPE ADHESIVE AS RECOMMENDED BY THE MANUFACTURER OF THE OF THE CONTRACT DOCUMENTS. BEFORE TRIMMING. INTERFERE WITH SATISFACTORY INSTALLATION. MATERIAL BEING INSTALLED, C. RETURN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RESUBMISSION. B. INSPECT ALL GLASS IMMEDIATELY BEFOER INSTALLATION. REJECT ANY UNLABELED, EDGE -DAMAGED, 2. ASPHALT EMULSION AND OTHER NON -WATERPROOF ADHESIVES WILL NOT BE ACCEPTABLE. NOW SPECIFIED 103 INTERIOR FIRE RATED WOOD DOORS SCRATCHED, OR MIS -SIZED PIECES. LEAVE MANUFACTURER'S LABELS ATTACHED UNTIL THE ARCHITEC D. CONCRETE SLAB PRIMER: IN NECESSARY, PROVIDE NON -STAINING TYPE AS REQUIRED AND AS END OF SECTION 01340 A 20 MINUTE - PROVIDE DOORS'I 3/4", 5 OR 1 PLY, PARTICLE BOARD CORE, CONFORMING TO AWI DIRECTS THAT THEY CAN BE REMOVED. RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL BEING INSTALLED. � /+' I A *' /+ /� � MECHANICAL DIVISION 15 1 II=VT'Tf�U�IIVtiJ.. SECTION 1300, FACE VENEER SHALL BE PREMIUM GRADE, BIRCH. EDGE STRIPS SHALL BE HARDWOOD, STILE EDGE SHALL NOT BE LESS THAN 2 3/8" THICK EDGE BEFORE TRIMMING AND SHALL BE C. INSTALL AS PER MA�FACTURER'S INSTRUCTIONS AND THE STANDARDS OF THE FLAT GLASS MARKETING ASSOCIATION. E. CONTRACTOR TO BE RESPONSIBLE TO GIVE NEW FLOORING AN INITIAL WAXING PRIOR TO SPACE BEING OCCUPIED. �y� Qt WORK DIVISION /IQ,IVI� Z D SPECIES COMPATIBLE WITH FACE VENEER TOP AND BOTTOM AND BOTTOM EDGE SHALL NOT BE LESS D. MAINTAIN THE HIGHEST STANDARDS OF INSTALLATION AND CONSISTENCY IN APPLICATION AND APPEARANCE. INSTALL SETTING BLOCKS AND SPACERS, GASKETS, AND FELTS EXACTLY AS DIRECTED BY MANUFACTURER Y �+ �7I THAN I I/8" BEFORE TRIMMING. APPROPRIATE FIRE DOOR LABEL TO BE ATTACHED. 1.02 VINYL COVE BASE B. 45 THRU SO MINUTE - PROVIDE DOORS 1 3/4", 5 OR 1 PLY, NONCOMBUSTIBLE, NON -ASBESTOS MINERAL SUPPORT GLASS FIRMLY AND EVENLY WITH SETTING BLOCKS. KEEP GLASS COMPLETELY SEPARATED FROM ANY MATERIAL OTHER THAN CUSHIONING STOPS, SPACERS, GASKETS, ETC. INSTALL GLASS TO MAINTAIN A DIMENSION: 41NCH. SEE MECHANICAL CORE, ENGINEERED TO MEET LABELING REQUIREMENTS. CONFORMING TO NFPA 80 AND AWI SECTION 1300 B. PROVIDE TYPE AND STYLE AS OCHEDULED IN THE FINISH MATERIAL SCHEDULE. NOW SPECIFIED FACE VENEER SHALL BE PREMIUM GRADE, STAIN GRADE RED OAK EDGE STRIPS SHALL BE 1 1/1" WITH 58" UNIFORM APPEARANCE IN SURFACES. DO NOT VARY GLAZING MATERIALS EXCEPT AS APPROVED OR MATCHING HARDWOOD EDGE AND 1/8" COMPOSITE BACKING. APPROPRIATE FIRE DOOR LABEL TO BE ATTACHED. 1�4 HARDWARE DIRECTED BY THE ARCHITECT. E. INSTALL SEALANTS TO PROVIDE COMPLETE BOND AND TO ASSURE WATER WILL WASH AWAY FROM GLASS. PROVIDE PRECISE MITER CUTS OR OTHER DIRECT JOINTS WHERE DETAILED. SEAL MITER JOINTS AND OTHER END OF SECTION 09650 �.y� t �+ RICAL DIVISION 16 ELECTRICAL Q �y � DIVISION 3 CONCi�TE A PREPARE DOOR TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND JOINTS SO THEY ARE COMPLETELY AIRAND WATER TIGHT. SECTION 0%80 CARPETING TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER B. PREPARATION OF FIRE DOORS TO BE DONE AT THE FACTORY OR AN APPROVED "UL" OR 3.03 PROTECTION AFTER INSTALLATION PART I GENERAL SEE ELECMCAL "WARNOCK HERSEY" SHOP, A PROTECT GLASS AFTER INSTALLATION WITH SAFTEY STRIPS AND WARNING MARKERS. KEEP SAFTEY STRIPS AND SEE STRUCTURAL I WARNING MARKERS OFF THE GLASS SURFACE TO AVOID STAINING OR MARRING THE SURFACE. PROTECT METAL 1.01 CARPETING END OF SPEC IF I Cot I ONS . END OF SECTION 08211 PARTS FROM DAMAGE AFTER INSTALLATION. A. PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FINISH MATERIAL SCHEDULE. REVISIONS BY __. E u y .0 u Lu . "I, v V ._ ��. U ' c Y C"; L au Lc �. Q .10 -� c � .c o v E w u C> _ 4 co u o �1z v it ¢ E I_ - Q m o ti 3 f 3 3 --■ c 2 X ^/ �CnLL. . 6E! CDN 2Nti Cn . ti •� ti cli �1 L a ; I .., - a11 11 0 Q N , O D F) > o I O O 4 ( - a .E a) \ _J 0 C ) a) r- y CL -J N O o n U Z L_ O J O L U U_ O L. v Z 3 -o J 04 Cr-'' N O U LL. o -0 N V� - Q W!1 _y - m LLJ;. m O :2 L. O O ,V-- -C.0 N o C Q 000 E N)N N O -C Date: 02. 09. 11 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 10-65 Sheet N1 L THE BUILDING IS DESIGNED TO BE 100 PERCENT SPRINKLED (INCLUDING MECHANICAL EQUIPMENT, TELEPHONE EQUIPMENT, ELECTRICAL EQUIPMENT ROOMS, CLOSETS AND OTHER CONCEALED SPACES. SPRINKLERS THROUGHOUT THE BUILDING OR OTHER APPROVED FIRE EXTINGUISHING SYSTEM(S) MUST BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS: NFPA-13 (2002) STANDARD FOR INSTALLATION OF SPRINKLER SYSTEM, NFPA-101A (2001) LIFE SAFETY CODE, NFPA-241 STANDARD FOR SAFEGUARDMG BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS (2000), FLORIDA BUILDING CODE 2004—BUILDING WITH ALL CURRENT REVISIONS, OR OTHER LOCAL BUILDING OR FIRE CODES, UL AND FM RECUIREMENTS SHALL TAKE PRECEDENCE FOR THE FIRE PROTECTION SYSTEM NSTALLATION. 2. THESE 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 NOTIFY THE ARCHITECT 4 ENGINEER IMMEDIATELY OF INCONSISTENCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. 3. 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. 4. THE SUCCESSFUL FIRE PROTECTION CONTRACTOR SHALL PREPARE FABRICATION DRAWINGS, AND SHALL PROVIDE ALL MATERIAL 4 AND EQUIPMENT DATA USED FOR THE CONSTRUCTION FOR ARCHITECT/E -%INFER APPROVAL. 5. THIS CONTRACTOR SHALL INCLUDE COST OF INSTALLATION FOR ADDITIONAL 3 (THREE) SPRINKLER HEADS WITH PIPING t HANGERS AS A RESULT OF EXISTING CONDITIONS AND COORDINATION WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. 1 OR 2 HOUR FIRE RATED GYM M WALLBOARD ASSEMBL 3M FIRE BARRIER© Cr MW+ C4UL.K © WALLBOARD GYPSIM • CONSULT CURRENT UNDERWRITERS LABORATORIES, INC. 'FIRE RESISTANCE DIRECTORY" FOR DETAILS. UL SYSTEM WLIVIS F RATINGS -I AND 2 HR (SEE KEY NOTES ITEM 15) T RATING - 0 HR L RATMG AT AMBIENT - LESS THAN 1 CR" I/SQ FT L RATING AT 400 F - LESS THAN I CFM/SQ FT 1=1RE Ph'�OTECTION NOTES 6. PIPE t FITTING A STEEL PIPE: ASTM A53, ANSI/ASTM A135, BLACK, WEIGHT, SCHEDULE 40. B. STEEL FITTINGS: (ABOVE GRADE), ANSI/ASME B 1625, BUTTWELD ENDS. ASTM A234, WROUGHT CARBON STEEL AND ALLOY STEEL. ANSI/ASME 8165, STEEL FLANGES AND FITTINGS. ANSI/ASME B WPM, FORCsED STEEL. SOCKET WELDED AND THREADED. C. CAST IRON FITTINGS: (ABOVE GRADE)1-1/2" AND SMALLER ANSI/ASME 816.4, SCREWED FITTINGS. D. GROOVED PIPING PRODUCTS: 250 PSI CUT AND ROLL GROOVED PIPING CONNECTIONS 2" AND LARGER (UL t FM). I. HANGERS AND SUPPORTS A PIPING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE N ACCORDANCE WITH NFPA PAMPHLET NO. 13. HANGERS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF PIPE LINES. HANGERS SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. B. WHERE PIPING IS REQUIRED TO BE HUNG FROM OTHER THAN POURED CONCRETE OR METAL STRUCTURE, SUBMIT PROPOSED METHOD OF SUPPORT TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. C. DISTANCE OF HANGERS FROM HEADS INSTALLED AT THE END OF BRANCH LINE SHALL BE A MAXIMUM OF 2' (TWO FEET) 8. THIS CONTRACTOR SMALL PROVIDE ALL MATERIAL, EQUIPMENT AND OPTIONS REQUIRED FOR COMPLETION OF THE SPRINKLERS INSTALLATION, FINAL TESTING AND APPROVALS. S, FINAL APPROVAL OF THE ENTIRE SYSTEM IS REQUIRED FROM THE AUTHORITY HAVING JURISDICTION. 2O. THROUGH PENETRAN ' T - ONE METALLIC PIPE OR CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPES OR CONDUITS AND PERIPHERY OF OPENING SHALL BE MIN. 1/4 IN. TO MAX. 2 IN. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR CONDUITS MAY BE USED: OA 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 DUCTILE IRON PIPE. CO. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL TUBING. D. COPPER PIPE - NOM 4 N. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. OCOPPER TUBE - NOM 4 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE. 1�3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: AA TALLIC SLEEVE -CYLINDRICAL SLEEVE FABRICATED FROM 0.0165 IN. THICK (28 GAUGE) GALV SHEET STEEL AND HAVING A MIN 2 IN. LAP ALONG THE LONGITUDINAL SEAM. LENGTH OF STEEL SLEEVE TO BE 1 IN. GREATER THAN THE THICKNESS OF NOTES WALL. SLEEVE INSTALLED BY COILING THE SHEET STEEL TO KEYlO. WALL ASSEMBLY - THE I OR 2 MR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERI S WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A.STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN. 3-5/8 IN. WIDE AND SPACED MAX. 24 N. OC. OB. WALLBOARD, GYPSUM' - 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED N THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX. DIAM OF OPENING IS 13 IN. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. A DIAM SMALLER THAN THE THROUGH OPENING, INSERTING THE COIL THROUGH THE OPENINGS AND RELEASING THE COIL TO LET IT UNCOIL AGAINST THE CIRCULAR CUTOUTS N THE GYPSUM WALLBOARD LAYERS. THE ENDS OF THE STEEL SLEEVE SHALL EXTEND MIN. 1/2 IN. BEYOND EACH SURFACE OF THE WALL. B.B. PACKING MATERIAL - IN 2 HR FIRE RATED ASSEMBLIES, MIN. 6-1/8 IN. THICKNESS OF 4 PCF MINERAL WOOL FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. IN 1 HR FIRE RATED ASSEMBLIES MIN. 4-1/8 IN. THICKNESS OF 4 PCF MINERAL WOOL FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. CO. FILL, VOID OR CAVITY MATERIAL• - SEALANT - MIN. 1/2 IN. THICKNESS OF FILL MATERIAL WITHIN ANNULUS, FLUSH WITH ENDS OF STEEL SLEEVE. A MIN. 1/4 IN. BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE STEEL SLEEVE/GYPSUM WALLBOARD INTERFACE ON BOTH SURFACES OF WALL. SPECIFIED TECHNOLOGIES INC. - SRECSEAL 100, 101 OR 105 SEALANT • BEARING THE UL CLASSIFICATION MARKING 0 1 t 2 NR RATED G5 WALL PIPE PENETRATION DETAIL SCALE: N.T.S. LILSYSTEM LUL 1079 - METAL PIPE 10. IN AREA WHERE CEILING MOUNTED EQUIPMENT TO BE INSTALLED ALL SPRINKLER HEADS SHALL BE CONCEALED. 11. ALL NEW BRANCH PIPING SHALL BE IN UNLESS OTHERWISE NOTED. 12. SPRINKLERS 155OF 'TEMPERATURE RATING SHALL BE AS PER PLANS SPECIFICATION AS NOTED ON THE DRAWINGS t NFPA-13 (2002). UNLESS OTHERWISE NOTED ON PLAN. 13. INSTALL NEW PENDENT SPRINKLER HEADS IN THE CENTERS OF CEILING TILES WHERE POSSIBLE. 14. PROVIDE SET OF SPARE SPRINKLER HEADS, WRENCH IN CABINET. INSTALL WITH SPARE HEADS CABINET IN FIRE CONTROL ROOM. 15. NEW HEADS LOCATIONS AND DISTANCE FROM WALLS FOR SMALL t LARGE ROOMS SHALL COMPLY WITH NFPA-13 (2002) STANDARDS. 16. COORDINATE DOWNTIME FOR EACH WORK PHASE WITH THE OWNER 11. THE CONTRACTOR DOING THE SHEET METAL SHOP DRAWINGS AND THE PLUMBING, FIRE PROTECTION, HVAC FOREMAN, t GENERAL CONTRACTOR SHALL INSPECT t REVIEW THE CONDITIONS AND SHALL COORDINATE THEIR WORK SO AS TO PROVIDE ADEQUATE SPACE ALLOWANCE ABOVE CEILING FOR ALL TRADES. THE FIRE PROTECTION CONTRACTOR SHALL INCLUDE IN HIS BID PACKAGE RELOCATION OF BRANCH PIPING AS PER NOTE 5 FROM THE AREA REQUIRED FOR DUCTWORK OR HVAC EQUIPMENT. ROP- IN ANCHOR • D ROD C0UPL ATR IVEL RING OPCL� 00 10 10 00 00 00 00 00 I -BEAM A.T.R SWIVEL R TOP OF TRUSSES C-CLAMP STEEL TRUSSE JIL AT.R SWIVEL HAW. -ER 4 10IPE SI, FrORTS o ASSE1" IDLY DETAIL SCALE: N.T.S. SCREWED ELBOW EXISTING SCREWED ELBOW OR TEE —\ LINE (TYPICAL) CEILING ICI PENANT W'ER 14EAD DETAIL OCALE: N.Tb. FIRE PROTECTION SI-IEET INDEX FPl FIRE PROTECTION NOTES t DETAILS FP2 FIRE PROTECTION FLOOR PLAN t DESIGN CRITERIA 101 FIRE PROTECTION DETAILS t NOTES SCALE: N.T.S. hR�jN REVISIONS BY 0 U ui U U �00> 0Y ce oS_ x E .r 5 EIJ N 0. M o O CO U O ¢ E Q�ti 3 ti o� cc ti� C)LO N ti CO 00 ti ✓ ti N ti a _ 1 s a C 0 Ci Z m C3 C m c w �8 V' CD C c > ¢ m co w uS Lb U_ Z L 0 J 0 O L C J 04 �•'' V) 0 ._ N _y W m LLJ L L 0 0 0 L r E M � m 0 J Li. Date: 02. 09. 11 Scale: AS NOTED Project Mgr: RT Drawn: VK Job: 10-65 Sheet FP1 LL 0 d 7 V Y U C FIRE PROTECTION DESIGN CRITERIA PROJECT: FLORIDA MEDICAL CLINIC- PHEUMATOLOGY SUITE 2ND FLOOR 38051 MARKET SQUARE ZEPHYRHILLS, FLORIDA AUTHORITY HAVING JURISDICTION: ZEPHYRHILLS SPACE SIZE DEFINITIONS: TOTAL SPRINKLER AREA 6,830 SQ FT. AUTOMATIC SPRINKLER TYPE: WET PIPE REFERENCE STANDARDS: NFPA 013 INSTALLATIONS OF SPRINKLER SYSTEMS (2002). NFPA 024 (2002) INSTALLATION OF PRIVATE FIRE SERVICE MANS. 2004 FLORIDA FIRE PREVENTION CODE. SEE FIRE PROTECTION DRAWING SHEET 4F'P2 FOR ADDITIONAL REFERENCES. AUTOMATIC SPRINKLER TYPE: WET PIPE SYSTEM 6Ks1532203 (1) (2) (5).. (1) SCOPE OF WOW, - SEE ARCHITECTURAL COVER SHEET FOR ADDITIONAL NOTES. (2)ACCEPTANCE TEST CRITERIA: THE ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND COMPONENTS SHALL CONSIST OF ALL APPLICABLE ITEMS SHOWN ON THESE TWO FORMS: NFPA 13, 2002 ED, CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING, FIGURE 10.10.1 AND CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND PIPING, FIGURE 16.1 THE ACCEPTANCE TEST CRITERIA SHALL ALSO INCLUDE THE APPLICABLE TEST REQUIREMENTS OF NFPA 24, 2002 ED. AND NFPA 25, 2002 ED. (3)STRUCTURAL SUPPORT AND STRUCTURAL OPENNGS: THE SUPPORT SYSTEMS FOR THIS BUILDING ARE TO HAVE ADEQUATE LOAD CARRYING CAPACITY FOR THE SPRINKLER SYSTEM. SEE STRUCTURAL SHEETS FOR ADDITIONAL INFORMATION. 6*15-32.004OXA-J). (A) POINT OF SERVICE: THE POINT OF SERVICE IS A EXISTING 6" FIRE FEED MAIN. (B) APPLICABLE NFPA STANDARDS TO BE APPLIED: NFPA 13, 2002 EDITION, INSTALLATION OF SPRINKLER SYSTEMS NFPA 24, 2002 EDITION, STANDARDS FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES. NFPA 25, 2002 EDITION, INSPECTION, TESTING AND MAINTENACE OF WATER -BASED FIRE PROTECTION SYSTEMS. (D) DESIGN APPROACH: I. LIGHT HAZARD: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPED AUTOMATIC SPRINKLER USING STEEL SUPPLY PIPING LOCATED ABOVE THE CEILING, WITH PIPE DROPS TO STANDARD COVERAGE HEADS APPROPRIATE FOR CEILING TYPE. DENSITY: 0.10 GPM/SQFT. FOR A 1,500 SQ. FT. AREA OF SPRINKLER OPERATION. THE AREA OF OPERATION MAY BE REDUCED FOR LISTED QUICK RESPONSE SPRINKLERS PER NFPA 13, 2002 EDITION, SECTION 112323.1. SPRINKLER HEADS: QUICK RESPONSE, 155 DEGREE F. SPACING: MAXIMUM HEAD SPACING IS TO BE 15 FT. WITH A MAXIMUM PROTECTION AREA OF 225 S.F. PER HEAD. THE SMALL ROOM EXCEPTION OF NFPA 13, 2002 EDITION, SECTION 8.632A MAY BE USED. 2. ORDINARY HAZARD GROUP 1: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPE AUTOMATIC SPRINKLER USING STEEL SUPPLY PIPING LOCATED ABOVE THE CEILING, WITH PIPE DROPS TO STANDARD COVERAGE DADS APPROPRIATE FOR CEILING TYPE. DENSITY: 0.15 GPM/SQFT. FOR A 1,500 SQ. FT. AREA OF SPRINKLER OPERATION. THE AREA OF OPERATION MAY BE REDUCED FOR LISTED QUICK RESPONSE SPRINKLERS PER NFPA 13, 2002 EDITION, SECTION 112323.1. SPRINKLER HEADS: QUICK RESPONSE, 155 DEGREE F. SPACING: MAXIMUM HEAD SPACING IS TO BE 15 FT. WITH A MAXIMUM PROTECTION AREA OF 225 S.F. PER HEAD. THE SMALL ROOM EXCEPTION OF NFPA 13, 2002 EDITION, SECTION 8b32.4 MAY BE USED. FIRE STOP, FOR STEEL PIPE PENETRATING A CONCERETE FLOOR OR A CONCRETE BLOCK WALL: UL SYSTEM NO. C-AJ-1001, USE 3M TYPE CP 25WB+ CAULK, F RATING 3 HR (A) CHARACTERISTICS OF THE WATER SUPPLY TO BE USED: THE SITE IS SERVED BY AN EXISTING 6" WATER MAIN. FLOW IS GOOD BASED ON THE DATA IN (F). FLOW TEST DATA: WATER SUPPLY FIRE HY• R_W FLOWTEST: CONTRACTOR • PROVIDE FL• PI;ESSURS TEST IF REQUIRED. (G) VALVNG AND ALARM REQUIREMENTS T THE EXISTING FIRE SPRINKLER RISER FOR THE BUILDING HAS A WATER FLOW SWITCH WITH A LOCAL AUDIBLE ALARM AND OFF -SITE MONITORING. THE SPRINKLER RISER MAN CONTROL SHUT-OFF VALVE FOR THIS SPRINKLER SYSTEM HAS A TAMPER SWITCH WITH OFF -SITE MONITORING. (H)-. MICROBIAL INDUCED CORROSION (MICA THE LOCAL WATER PURVEYOR IS REQUESTED TO ADVISE THE ENGINEER -OF -RECORD IF CONDITIONS EXIST N THEIR WATER SUPPLY THAT COULD LEAD TO MIC, SO THAT THE ENGINEER CAN SPECIFY OR DESIGN CORRECTIVE MEASURES. (I). BACKFLOW PREVENTION AND METERING SPECIFICATIONS: THE METERING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE LOCAL WATER PURVEYOR THE EXITING BACKFLOW PREVENTION DEVICE IS AN DOUBLE DETECTOR CHECK VALVE ASSEMBLY WITH GATE VALVES AND LOCK'S KHANS THE DOUBLE DETECTOR CHECK VALVE ASSEMBLY IS TO HAVE A MAXIMUM ALLOWABLE PRESSURE DROP OF 10 PSI. SEE CIVIL PLANS. (J)- QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE ALL YARD AND INTERIOR FIRE PROTECTION EQUIPMENT SHALL BE UL OR FM LISTED. THE YARD UNDERGROUND SERVICE LINE SHALL BE TYPE DR-14 C-900, PVC PIPE. INTERIOR MAIN PIPING, 2-1/2" AND LARGER SHALL BE SCHEDULE 10 BLACK STEEL, WITH GROOVED END FITTINGS AND WELDED BRANCH LINE OUTLETS. BRANCH LINE PIPING, 2" AND SMALLER SHALL BE SCHEDULE 40 BLACK STEEL WITH GROOVED END FITTINGS AND WELDED OUTLETS. SPRIGS, ARM-OVERS AND DROPS SHALL BE SCHEDULE 40 BLACK STEEL WITH THREADED ENDS. USE FLEXIBLE STAINLESS STEEL SPRINKLER DROPS WILL ALSO BE ALLOWED. SEE ELECTRICAL DRAWINGS FOR FIRE ALARM REQUIREMENTS. FIRE PROTECTION CONTRACTOR SHALL PREPARE ALL REQUIRED PLANS AND CALCULATIONS WITH REQUIRED SEAL AND OBTAIN ALL NECESSARY PERMITS AT HIS EXPENSE.FIRE PROTECTION CONTRACTOR SHALL ARRANGE FOR CURRENT FLOW 4 PRESSURE TEST AT HIS EXPENSE. FIRE PROTECTION KEY NOTES 10 EXISTING 6" SPRINKLER RISER, FDC, 4 TAMPER SWITCH. (VERIFY EXACT LOCATION). Q EXISTING INSPECTORS TEST 4 DRAIN LOCATED ON FIRST FLOOR THRU EXTERIOR WALL. (VERIFY EXACT LOCATION). KEY PLAN EXISTING FIRST FLOOR SECOND FLOOR RENOVATION ♦♦ Ali .• .4b •W1 �i .. • OI W 101 r- IRE PROTECT ION FLOOR PLAN , . SCALE: 3/I6 = 1 -0 0A * 5,♦♦ REVISIONS BY 0 � U U U Cz Y 0 I 0 S3 z E Ew CO cQ'.iSa� o -: ¢�ti N Y 3 ti ox W Uw ti� LO ti N ti M ti ti N ti o o.. 1 1 �— —�Id. a N r m) ci ° ta ppR @ c C C� W c00o Zni U) m yy 1 a ` A. GoIS W !A � r8 a W boas a U_ Z L O J 0 Z v v t J N N O U 4 _ � m W >' ° r 0 0 0 -C i- N Q un a N C 0 E 0 3 M � m O� J Date: 02. 09. 11 Scale: AS NOTED Project Mgr: RT Drawn: VK Job: 10-65 Sheet FP2 PART 1 - GENERAL 1.01 GENERAL DOCUMENTS A. THE REQUIREMENTS OF THE GENERAL CONDITIONS i 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 PLUMBING 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 (fo) COPIES OF SHOP DRAWING OF EQUIPMENT AND FIXTURES FOR APPROVAL PRIOR TO PURCHASING. 1.05 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 201 MATERIAL PLUM15ING SPECIFICATIONS G. ESCUTCHEONS AND SLEEVES. WHERE PIPES PIERCE EXPOSED PARTITIONS, FLOORS, WALL, OR CEILINGS, PROVIDE CHROME PLATED ESCUTCHEONS TO THE A SOIL, WASTE, i VENT PIPING DRAINAGE PIPING: COVER THE RAW EDGE. ABOVE SLAB SHALL BE SERVICE WEIGHT CAST IRON, NO HUB, WITH STAINLESS STEEL CLAMPS AND SHIELDS WITH H. SLEEVES SHALL BE PROVIDED A ALL PIPE NEOPRENE SEALING SLEEVES. BELOW SLAB SHALL BE PENETRATIONS OF MASONRY AND CONCRETE WALLS PVC-DWV SCHEDULE 40 PIPE AND FITTINGS WITH AND FLOORS, SOLVENT WELD JOINTS AND DRAINAGE PATTERN FITTINGS. 1. PROVIDE UL LISTED FIRE STOPPING PIPE PENETRATION ASSEMBLIES AT ALL PIPING THROUGH B. DOMESTIC WATER PIPING: RATED WALLS AND ASSEMBLIES. INTERIOR COLD, i HOT WATER PIPING ABOVE SLAB: SHALL BE TYPE L COPPER TUBING WITH LEAD FREE SOLDER PART 3 - EXECUTION C. PIPE INSULATIONS: 3.01 INSTALLATION HOT WATER SUPPLY PIPING SHALL BE INSULATED WITH 1" THICK FIBERGLASS OR EQUAL INSULATION WITH VAPOR A INSTALL PIPE ABOVE GROUND PLUMB AND SQUARE JACKET, IN COMPLIANCE WITH APPLICABLE ENERGY WITH BUILDING LINES, ADEQUATELY SUPPORTED CODES. WITHOUT SAGS OR HIGH POINTS. CONCEAL PIPING IN OCCUPIED AREAS AND MAINTAIN HEAD ROOM AND 2-02 VALVES ACCESS SPACE IN UNFINISHED AREAS. SLEEVE PIPING THROUGH ALL WALLS, SLABS, OR PARTITIONS WITH EQUAL TO NIBCO, CRANE, OR WALWORTH. ALL BRONZE ESCUTCHEONS AT ALL FINISHED SURFACE. PROVIDE 150 LB. BALL VALVES. UNIONS AT ALL FINAL CONNECTIONS AND STOPS ON ALL SUPPLIES. ALL PIPE OPENINGS SHALL BE 2.03 SPECIALTIES PLUGGED DURING INSTALLATION. A PIPE PROTECTIVE COATING: FOR STEEL OR COPPER B. SANITARY DRAINAGE PIPING 4" i LARGER SHALL BE PIPE, PERMACEL OR SCOTHWRAP VINYL TAPE APPLIED INSTALLED WITH A MINIMUM 1/8"PER FOOT SLOPE OVER PIPE TO A TOTAL MINIMUM THICKNESS OF 20 MLS. UNLESS NOTED OTHERWISE. ALL DRAINAGE PIPING 3" APPLY TO ALL WATER PIPE IN CONTACT WITH MASONRY AND SMALLER SHALL BE INSTALLED WITH A MINIMUM OR CONCRETE. OF 1/4" PITCH PER FOOT. B. PIPE HANGERS: HANGERS FOR BARE COPPER PIPE C. ALL FIXTURES AND TRIM FOR HANDICAPPED SHALL THROUGH 4 INCH (4") DIAMETER OR SMALLER SHALL BE BE INSTALLED IN COMPLIANCE WITH ADA CODE. ADJUSTABLE RING TYPE, PLASTIC COATED EQUAL TO MICHIGAN 102a, FOR STEEL PIPE MICHIGAN 100. D. INSTALL ALL PIPING TO ALLOW FOR EXPANSION. C. DRAINS AND CLEANOUTS: SEE SCHEDULE ON DRAWINGS. E. SEE RISER DIAGRAMS FOR ALL DRAINAGE i VENT PIPE SIZING FOR THE PLUMBING SYSTEMS. REFER t0 D. DIELECTRIC UNIONS: EBCO OR CAPITOL At ALL POINTS PLUMBING FLOOR PLAN (WATER SYSTEM) i OF CONNECTION BETWEEN DISSIMILAR PIPE METALS. SCHEDULES FOR ALL WATER PIPING SYSTEM SIZING. E. FLASHING AND VENT STACKS: ALL VENTS EXTENDING F. ALL EXPOSED TO VIEW PIPING AND FITTINGS SHALL THROUGH THE ROOF SHALL BE PROVIDED WITH FOUR BE POLISHED CHROME FINISH. POUND SHEET LEAD FLASHING EXTENDING UPWARD AROUND THE PIPE AND TURNED DOWN INSIDE THE PIPE G. ALL WORK ASSOCIATED WITH HANDICAPPED TOILETS OR AS OTHERWISE SHOWN ON THE DRAWINGS. THE ROOF SHALL COMPLY WITH ADA REQUIREMENTS AND FLASHING SHALL BE INSTALLED BY LICENSED ROOFING FLORIDA BUILDING CODE - CHAPTER 11 FLORIDA CONTRACTOR. ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. F. WATER HAMMER ARRESTORS: AT EACH FIXTURE, A H. FINAL CONNECTIONS TO DRAINAGE AND WATER GROUP PROVIDES `SA"AS SPECIFIED IN SPECIALTIES SERVICE LINES TO EXISTING OR NEW AT 5-0"FROM THE SCHEDULE AND ELSEWHERE AS REQUIRED, AND IN ALL BUILDING WALLS SHALL BE BY THE PLUMBING CONNECTIONS TO EQUIPMENT WITH SOLENOID VALVE CONTRACTOR INSTALLED ON WATER SUPPLY LINE. WATER HAMMER ARRESTORS SHALL BE SIZED AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS FOR PREVENTION OF WATER HAMMER MUM81N13 FIXTURE SCOlEDULE MARK FIXTURE WASTEVENT COLD WATER 440T WATER MODEL TUREW DESCRIPTION L_IH LAVATORY WALL 2" 2" 1/2" 1/2" AMERICAN -20" X 18" VITREOUS CH114A, WALL MOUNTED, W/CONCEALED ARMS MOUNTED FOR H/C STANDARD SUPPORTED FROM FLOOR (WITHSTANDING 25V OF LOAD APPLIED ON THE • 486SO04 FRONT OF THE FIXTURE), W)FAUCET HOLES ON 4" CENTERS 4 FRONT OVERFLOW. AMERICAN -FAUCET W/LEVER HANDLE, 05 GPM, VANDAL RESISTANT FLOW STANDARD DEVICES FOR 4" FAUCET HOLES, ADJUSTABLE HOT LIMIT SAFETY STOP. 0 1385A700 ZURN • Z-1231 -LAVATORY SUPPORT SYSTEM WITH CONCEALED ARMS. COMPLETE WITH DURA-COATED RECTANGLER STEEL UPRIGHTS WITH WELDED FEET, ADJUSTABLE SUPPORT PLATE, AND MOUNTING FASTENERS. DRAIN 4 SUPPLIES: -(SEE NOTES 01, 2, 3 4 4) W1_IH WATER CLOSET FLOOR 4" 2" 1" - AMERICAN -FLUSH VALVE TOILET, VITREOUS CHINA, CONVENTIONAL GLAZE, 1b GPF, ION MOUNTED FLUSH VALVE STANDARD ROUGH-N, 16-1/2" RIM FIGHT, ELONGATED BOIL, DIRECT FED SIPHON JET FOR H/C 0 3461.128 ACTION, FULLY GLAZED 2-1/8" TRAPWAY, I-V2" TOP SPUD, EVERCLEAN SURFACE. SLOAN ROYAL -I" FLUSH VALVE, SCREWDRIVER ANGLE CHECK STOP VALVE, WALL AND TOP FLUSH VALVE 0111 SPUD FLANGES, ALL CHROME PLATED FNISH. OLSONITE -WHITE OPEN FRONT SEAT LESS COVER • 95SS SEAT EWC-IHI ELECTRIC WATER 2" 2" 1/1' - ELKAY -ELKAY, BAMER4 REE COOLER WAIL MOUNTED TWO LEVEL WHEELCHAIR COOLER FOR H/C EZSTLSC ACCESS, ONE PIECE STAINLESS STEEL BASIN EACH COOLER WITH INTEGRAL. DRAIN GRID, t BUBBLER HEAVY-DUTY STEEL FRAME, LED -FREE WATTS • 5-YR -N LINE WATER FILTER ZURN Z-1225-51- -WATER COOLER SUPPORT SYSTEM WITH TOP AND BOTTOM PLATES. COMPLETE WITH DURA-COATED RECTANGL-ER STEEL UPRIGHTS WITH WELDED FEET, ADJUSTABLE SUPPORT, PLATES, AND MOUNTNG FASTENERS. SNGLE BOWL SINK 2" 2" 1/2' ON ELKAY -13" X 16' SINK, COUNTERTOP, SNGLE COMPARTMENT, SELF RIM, • LR1316 03M STAINLESS STEEL UVROP LEDGE THREE HOLE PUNCH 2" DRAIN OPENING. MOEN -LEVER STYLE HANDLE, PULL-ONARM-OFF, AERATOR IS LIMITED TO 22 GPM MAX, • 4901 CARTRIDGE NONB''ETALLICNONFERROUS AND STAINLESS STEEL MATERIAL. DRAIN ! SUPPLIES: -(SEE NOTES M, 2, t 3) $� SINGLE BOWI_ SINK 2" 2" 1/2' 1/1' ELKAY -22" X 19" SINK COUNTERTOP, SINGLE COMPARTMENT • LR2219 "302 STAINLESS STEEL WITH DROP LEDGE. THREE HOLE PINCH. MOEN -SNGLE LEVER DECK MOUNTED FAUCET. 01305 -POLISHED CH QaS PLATED GRID STRAINER, STAMPED BRASS DRAIN,1-IR" TAILPIECE, DRAM t SUPPLIES: -(SEE NOTES 01, 2, < 3) DOUBLE BOWL SNK 2" 2" 1/2' 1/2' ELKAY • LR-3321 - 33 X 21" SINK COUNTERTOP, DOUBLE BOWL, WLF PJM, 43M STAINLESS STEEL W/DROP LEDGE. THREE HOLE PUNCH. AMERICAN STANDARD - SINGLE LEVER DECK MOUNTED FAUCET WITH SWIVEL SPOUT AND FLOW • 420SAW RESTRICTOR, LESS HAND SPRAY. DRAIN t SUPPLIES: -(SEE NOTES M, 2 4 3) SH-IH SHOVER FOR WC 2�" 2' 1/2" 1/2' LASCO -ADA SHOWER 36"W X 36-D X 15"H INTERIOR DIMENSION(, 38-W X 38-V4"D X 11"H BATHWARE EXTERIOR DIMENSION, 3/4" SKIRT, NO INTERIOR THRESHOLD, GELCOAT MATERIAL, 0 3635FSC BARRIER -FREE DESIGN, CENTER ORAN LOCATION, SLIP RESISTANT, TEXTURED BOTTOM, L-SHAPED FOLD -UP SEAT, L-SHAPED GRAB BAR PRESSURE BALANCING MIXING VALVE, HAND-HELD SHOWER HEAD, 24" SLIDE BAR SOAP DISH, 1" CURTAIN ROD, 3 YEAR WARRANTY. 1CI1 ICE MAKER VALVE BOX - - 3/8" - SPECIALTY -HIGH IMPACT A56 PLASTIC BOX SIZE 5 1/4" X 5 1/4" X 2 1/2', PROVIDE PRODUCTS REMOVABLE 3/8" SHANK VALVE, MOUNTING BRACKET t FACE PLATE. • OB-S00 WATTS • 5-YR -N LINE WATER FILTER DW_I DISHWASHER F.L.S. - - In" FURNISHED -DISHWASHER FURNISHED BY OWNER CONTRACTOR TO ROUGH-N FOR t MAKE BY OWNER FINAL CONNECTIONS. EWU-1 EYE WASH UNIT DECK 1-1/2" 1-1/2" W 11 - BRADLEY -DECK-MOUNTED EYEWASH UNIT, 10-3/4" DU4. BOWL CORROSION RESISTANT MOUNTED 4IS19-2300T STAINLESS STEEL, CHROMIE-PLATED BRASS SPRAYHEAD ASSEMBLY W/ SOFT FLOW EYEWASH HEADS AND PROTECTIVE SPRAYHEAD COVERS, CHROME -PLATED BRASS 1/2" STAY -OPEN BALL VALVE, GALVANIZED STEEL PROTECTED W/ BRADTECT SAFETY YELLOW COATING. MAN DRAIN FITTING FURNISHED. I NINE 1. LAVATORY, SINKS t WATER COOLERS SUPPLY SHALL BE BRASS W/ BRASS ANGLE STOPS FOR Vi" WATER SUPPLY LINES, W/ LOOSE KEY (W/CAP), AND WALL FLANGE. ALL COM�NITS SHALL BE POLISHED CHROME FINISH. MANUFACTURER E$.C, INC. OR APPROVED Ea1AL. 2. CAST BODY "P" TRAP 1-1/2" x 1-1/2" WITH HEAVY CAST J-BEND t FLAT CLEANOUT PLUG, SLIP NUTS AND WALL FLANGE ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER E.B.C, INC. OR APPROVED Ea1AL. 3. STRAINERS SHALL BE FURNISHED UMIXTURES. FOR H/C FIXTURES PROVIDE OFFSET TAILPIECE 4. PROVIDE TRUEBRO MODEL 103 (WHITE), ANTIMICROBAL HAND( LAV-GUARDS INSTALLATION KIT FOR ALL WHEELCHAIR LAVATORY i SINKS FOR WATER SUPPLIES t WASTE LINE. 5. ALL PLUMBING FIXTURES t TRIM SHALL BE APPROVED BY THE OWNER BEFORE FINAL ORDER IS MADE 3.02 DISINFECTING OF POTABLE WATER SYSTEM F. 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 303 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. 3Z4 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. 305 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 AIRE INTENDED t0 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 WORK, BUT It SHALL BE UNDERSTOOD THAT SUCH DETAILS WILL BE 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 FROM THE ORIGINAL DRAWINGS. THESE DRAWINGS SHALL INDICATE DIMENSION OF BURIED UTILITY LINES FROM BUILDING WALLS. F. ALL DOCUMENTS, TEST (REPORTS, i AS -BUILT DRAWINGS SHALL BE ATTACHED TO THE CLOSING DOCUMENTS OF THE PROJECT. 306 WARRANTY A THE PLUMBING CONTRACTOR SHALL WARRANT HIS WORK TO BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE OF ALL WORW, 301 COORDINATION A GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWING COORDINATING ALL TRADES AND EXISTING OBSTACLES PRIOR TO STARTING CONSTRUCTION. 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 C. PLUMBING CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AT HIS EXPENSE. D. 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. E. 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. PLuWaING SKEET INDEX PI PLUMBING SPECIFICATIONS, SCHEDULES, i LEGEND P2 PLUMBING DEMOLITION FLOOR PLAN P3 PLUMBING RENOVATION FLOOR PLAN i SANITARY RISER P4 PLUMBING DETAILS MU'0I6ING LEGEND NEW SANITARY WASTE ABOVE SLAB EXISTING SANITARY WASTE TO REMAIN EXISTING SANITARY WASTE TO BE REMOVED NEW VENT EXISTING VENT TO REMAIN EXISTING VENT TO BE REMOVED NEW COLD WATER PIPING EXISTING COLD WATER PIPING TO REMAIN EXISTING COLD WATER PIPING TO BE REMOVED NEW HOT WATER RETURN PIPING NEW HOT WATER PIPING EXISTING HOT WATER PIPING TO REMAIN EXISTING HOT WATER PIPING TO BE REMOVED TRAP PRIMER PIPING TRAP PRIMER BACK WATER VALVE EXISTING SHUT-OFF VALVE NEW SHUT-OFF VALVE EXISTING PLUMBING FIXTURES TO REMAIN EXISTING PLUMBING FIXTURES TO BE REMOVED F. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE SANITARY AND DOMESTIC WATER PIPING SYSTEMS: POINT OF CONNECTION TO EXISTING SYSTEM INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT, CONTROLS, AND CONNECTIONS TO EXISTING SERVICES, SUPPORTS, AND EX. 2 HR FIRE SMOKE WALL HARDWARE REQUIRED FOR THE SATISFACTORY OPERATION OF EX. 1 HR FIRE WALL THE SYSTEMS. G. PLUMBING CONTRACTOR SHALL PROVIDE ROUTING AND OFFSETS NECESSARY TO AVOID CONFLICT WITH STRUCTURE, FINISHES, AND WORK OF OTHER TRADES. H. 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. I. COORDINATE EXACT LOCATION, SIZE, AND ELEVATIONS OF PIPE SLEEVES IN EXISTING STRUCTURE WITH STRUCTURAL ENGINEER J. 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. ABBREVIATIONS COLD WATER SYSTEM HOT WATER SYSTEM (120'F) INDIRECT DRAIN PIPING EXISTING FINISHED FLOOR ELEVATION. BELOW FLOOR ABOVE CEILING TEMPERATURE i PRESSURE RELIEF VALVE UNLESS OTHERWISE NOTED CIVIL ENGINEER PLUMBING CONTRACTOR GENERAL CONTRACTOR SPECIALTIES SCR-IEDULE MARK DESCRIPTION/LOCATION MANUF. CAT. NUMBER GENERAL NOTES U= WALL CLEANOUT ZURRN ZN-1446 ROUND ACCESS COVER ,gg W. HAMMER ARRESTOR ZURN Z-1100 SHOKTROL SIZE FOR 3/4" i IN PIPE. VIR VACUUM RELIEF VALVE WATTS N36-MI ALL BRASS BODY INSTALL A MINIMUM OF 6" ABOVE WATER HEATER). !22 GARBAGE DISPOSER N-SINK-ERATOR BADGER 5 1/2 HP, PLASTIC GRIND CHAMBER CONTINUOUS FEED, GALVANIZED STEEL GRINDING ELEMENTS WITH TWO STAINLESS SWIVEL LUGS, SELF-SERVICE WRENC14,120/1/60. FDF FLOOR DRAIN W FII NEL ZUIRN Z-415-ZN-E 8-3/8" DIAMETER WITH 3" x 3-3/4"1 FUNNEL, POLISHED NICKEL BRONZE TRAP PRIMER I PRECISION P-2 BRASS BODY WITH PRESSURE ADJUSTMENT R NEATER SCI-IEDULE 0 EWH MAKE 4 MODEL TYPE STORAGE DIM REC (GPH INPUT FLUE ELECTRICAL LOCATION NOTES DETAIL GALLONS (INCHES) A T (BTUH) (WCHES KW V PH H2 -1 AA. SMITH TANK-ELE. 66 H■60-3/4" rr1 - (2) 6 208 1 60 SEE PLANS I, 2, 3, 4, i 5 rWI1M;M DEN-66 W"21-3/4" 50 IDE FACTORY INSTALLED CONTROLS INCLUDING T-STATS SET ON 120' F IDE ALL REGlUIRED OPTIONS t0 COMPLETE THE INSTALLATION. L EWH-1 IN ACCORDANCE TO FLORIDA BUILDING CODE - PLU MIXNG, MECHANICAL i NATIONAL ELECTRIC CODES, APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. OR NON -SIMULTANEOUS ELEMENT OPERATION. IDE A 3 YEAR WARRANTY. XP�4NSION TAWSCHEDULE MAKE 4 MODEL TYPE MAX. PRESS. PSI MAX. OPERATING TEMP 'F TANK VOLUME GAL (TOTAL) TANK ACCEPTANCE GAL AIR PRE-04ARC�D PSI CONNECTION SIZE TALC SIZE NOTES DIAMETER - IN LENGTH - N EXi_1 WATTS MODEL DET-5-Ml POTABLE WATER 200 2.1 .85 40 3/4" MALE 11-1/2" 14 2 NOTES I. PROVIDE BRACKETS FOR TANK SUPPORT. 2. TANK SHALL BE LISTED FOR POTABLE WATER INSTALLATION. CJLATOR PUMP SCHEDULE I MAKE 4 MODEL G.PM. HEAD HORSEPOWER ELECTRICAL TACO 0 006-84-4 2 9' 1/40 115VAP116014z x_x_x_x x CW HW ID EX. FFE BFL ACL TtP UDX G.E. P.C. G.C. b 101 PLYING SPECIFICATIONS, SCHEDULES, LEGEND, E INDEX ,.,;'"FE��;"•. SCALE: NTS REVISIONS BY � U � U Y0 Q� 0 '6 7=E Ew C a N p co E v CN N ox X . / �D ti I N ti co ti N ti G a ' _c-' a -I N a� M o •r x CD c w to $ C m Q ` 00 wU) L? I'L Lu a0a �E U_ Z L- O J O u- 0 O i j '0 J N •L (v O -v ,� Qi w C)V ao 0 �. 0 m Q N E 0 M m OL J 1.` Date: 02. 09. 11 Scale: AS NOTED Project Mgr: RT Drawn: VK , Job: 10-65 , Sheet p 1 PLL IMBING KEY NOTES Ol EXISTING* WATERCLOSET TO BE REMOVED. PLUG SANITARY PIPING BELOW FLOOR. REMOVE COLD WATER PIPINGS t VENT PIPING IN WALL s ABOVE CEILING. PATCH FLOOR TO MATCH EXISTING. O2 EXISTING LAVATORY TO BE REMOVED. PLUG WASTE PIPING BELOW FLOOR. REMOVE COLD 4 HOT WATER PIPING t VENT PIPING IN WALL < ABOVE CEILING. PATCH FLOOR TO MATCH EXISTING. O3 EXISTING URINAL TO BE REMOVED. PLUG WASTE PIPING BELOW FLOOR. REMOVE COLD WATER PIPING IN WALL 4 ABOVE CEILING. PATCH FLOOR TO MATCH EXISTING. ® EXISTING SINK TO BE REMOVED. PLUG WASTE PIPING, BELOW FLOOR REMOVE COLD t HOT WATER PIPING t VENT PIPING IN WALL t ABOVE CEILING. PATCH FLOOR TO MATCH EXISTING. O5 EXISTING ELECTRIC WATER COOLER TO BE REMOVED. PLUG WASTE PIPING BELOW FLOOR REMOVE COLD WATER PIPING t VENT PIPING IN WALL t ABOVE CEILING. PATCH FLOOR TO MATCH EXISTING. O6 CAP 1-1/2" COLD 4 3/4" HOT WATER PIPING ABOVE FIRST FLOOR CEILING. O CAP EXISTING 4" VENT PIPING ABOVE FIRST FLOOR CEILING. SEE RENOVATION PLAN FOR NEW CONNECTION t ROUTE. OS CAP EXISTING 2" VENT PIPING ABOVE FIRST FLOOR CEILING. SEE RENOVATION PLAN FOR NEW CONNECTION t ROUTE. 90 EXISTING 2" VENT PIPING FROM FIRST FLOOR t 2" VENT THRU ROOF TO REMAIN. EXISTING FLOOR DRAIN TO BE REMOVED. PLUG WASTE PIPING BELOW FLOOR It EXISTING 2" VENT THRLI ROOF TO REMAIN. 12 EXISTING 4" VENT THRU ROOF TO REMAIN. 101 PLWSIN* DEMOLITION PLAN SCALE: 3/1&" - P-0" p FE_�'. % REVISIONS BY 8 Y ro 400> a YC� u web N Ew y O CO cD O • CD Q To E 4— _ O N� y 3 ~ o z co tiL; CJN ti C ti N ti 1 c 1 °- �1 1 a $�> a$ O s � E U Z ca�o C W Cep }•� � r E Cn c Q A C 1!J LO $ W a F .E 0 _V Z — O J o �° _ 7 J N •L N O U _ LL. L O E O p L •� .+- Un a Q N � DoN C �_ 3 M � m O� O: J Li Date: 02. 09. 11 Scale: AS NOTED Project Mgr: RT Drawn: VK ob: 10-65 Sheet �' P 2 KEY PLAN PLUM15ING KEY NOTES O1 CONNECT NEW 2" VENT PIPING TO EXISTING 2" VENT PIPING ABOVE FIRST FLOOR CEILING. (VERIFY EXACT LOCATION). O2 NEW 2" VENT PIPING UP IN NEW WALL FROM FIRST FLOOR EXISTING FIRST FLOOR CEILING. 3Q CONNECT NEW 2" VENT PIPING TO EXISTING 2" VENT \ AN 01 PIPING A50VE SECOND FLOOR CEILING. (VERIFY EXACT AN 02 LOCATION). -- \\\ -- r--- CONNECT NEW 4" VENT PIPING TO EXISTING 4" VENT PIPINCs A50VE FIRST FLOOR CEILING. (VERIFY EXACT MANLOCATION). 03 E X I ST I NG - - - - -- --- - - - - ---- - - --- -, --- - - - _-- O5 NEW 4 VENT PIPING UP IN NEW WALL FROM FIRST FLOOR _ --- -- -- - CEILING. C, T i IEDIg I II ! _- I I _-J ' bO CONNECT NEW 4" VENT PIPING t0 EXISTING 4" VENT 1 _G1 I I j �X15TiNCz ! LOCATION). PIPING ABOVE SECOND FLOOR CEILING. (VERIFY EXACT I +EXAM 11 V I! 1S024 � 11 ! I EX15TIN O COI�IECT NEW 2" VENT PIPING TO EXISTING 4" VENT �_- �, PIPING CEILING. ABOVE SECOND FLOOR (VERIFY EXACT \ LOCATION). Iz EXISTING ! II /' I �� 1503(0 I �� EXISTMG 2 VENT PIPING UP IN EXISTING WALL FROM EXISTING GDRRIGO� / / I I FIRST FLOOR iA004 EX1S F,� Gi IN ! 3" Q o I ;XILE NG I O9 NEW 4" SANITARY PIPING DOWN TO FIRST FLOOR. SEE TOILE -- TG (�- - I i PARTIAL FIRST FLOOR PLAN. -- _ - -- --- - - T 5 I -- -� ---- -- - -- - 1 _ I - - EX 15i INS I 15025 j f --- 15028 S--T� , cY, A' 10 ! ! Q NEW 3" WASTE PIPING DOWN TO FIRST FLOOR. SEE 1 Y. \ -- r / I IE3023 04' PARTIAL FIRST FLOOR PLAN. NG J, _ 'I Il 2" DOMESTIC WATER PIPING FROM FIRST FLOOR. SEE n�- ---- --- ------ - - -- --- ----- - - -- -- -- X .TING T v ILr ^\ PARTIAL FIRST FLOOR PLAN. A _-I 1E022 I. _✓ - - ` `N S" E X I &T I G r- - 12 V COLD, V HOT, 1/2" I40T WATER RETURN WATER PIPING DrzE�S I Pam. e4A�- STAIRS iE01-f I \ I I /� ! I (1' ��J� \ it l i r ^ G r=� TO t FROM ELECTRIC WATER HEATER j iNG I 1=02':� I I i I! I ic3�0a T1 0©1 B 13 NEW 2" VENT PIPING A50VE FIRST FLOOR CEILING. ! / L OCKE�S I i 4" /' /��, EXISTING EXISTING,-- _..__._.—_.—� 21 O n 1 I r — - 14 NEW 4 VENT PIPING ABOVE FIRST FLOOR CEILING. TOILE EXAM 10 I I I \ =_ - - - -- - - --- - - - ----- I- 1802 -� I 1022 O11/2 COLD WATER t0 TRAP PRIMERTHEN DOWN IN WALL, `j' ` THEN t0 FLOOR DRAIN FUNNEL. 2 _ j 16 1-1/4" COLD WATER t 3/4" HOT WATER PIPING DOWN IN ESTINC ^ j µ - �\� D C 0r_1 5 TO �r -NG WALL. SHUT-OFF VALVES ABOVE CEILING. L; EXISTING EXIST!NG I- i OFFiGE 1I5003'�OCED:JRE 1/2" COLD t HOt WATER PIPING DOWN IN WALL t0 1 �00�? r20GM FIXTURES. SHUT-OFF VALVES A50VE CEILING. ---- --- - - - - IE024 I � � , ' 15002 i 18 SHUT-OFF VALVES ABOVE CEILING. — _.____ �_ 19 CONNECT NEW 2" COLD WATER TO EXISTING 2" COLD -----__ __-- F'WATER A50VE FIRST FLOOR CEILING. (VERIFY EXACT LOCATION) ® NEW 2" DOMESTIC WATER PIPING UP TO SECOND FLOOR 21 CONNECT NEW 4" SANITARY PIPING TO EXISTING 4" SANITARY PIPING BELOW SLAB. (VERIFY EXACT LOCATION). CUT t PATCH FLOOR AS REQUIRED. Q NEW 4" SANITARY PIPING FROM SECOND FLOOR W/ 4" WALL CLEANOUT w BASE OF STACK O PLI, MIND PARTIAL FIRST FLOOR PLM 01 O PLU 15M PARTIAL r-I"T FLOOR MAN +�2 O PL M PARTIAL FIRST FLOOR MAN 03 1 -0 SCALE: 3/16 1 0 3 REPAIR EXISTING 2" VENT THRU ROOF. Z SCALE: 3/16" = I'-0" SCALE: 3/16 " ® CONNECT NEW 3" WASTE PIPING t0 EXISTING 4" SANITARY PIPING 5ELOW SLAB. lVE IFY EXACT LOCATION). CUT t PATCH FLOOR A QUIRED. TMP" 17 NEW 3" WASTE PIPING FROM SECONp I LOOK W/ 3" WALL 2"I 1" '�- I" 2" _ _ 1" I-1/2u °ate- i" 1-1/2"I „ 4 2u $_] 1" 1-1/2" 1/2n - 2��i�� CLEANOUT • BASE Or- STACK 2- - - - - -- --- -- ---- - ------ -------------- -- - --- 1-i/4° I if t ------- -I- j 2" I I �a t2l' I - 1I I ! I_ 44 I II n 2!�_ 3 uIIrX. 4" VR ; , 2 �OFFICE EXAM EXAM,OFFICE `- STATIC I 2 EXAM 3124 EXAMEXAM EXAMEXAM 128 126 125 123 121 LI 11e EXAM If in 116 lib u I -� ! \ 1 I 3 2"FDF I" l 1 1 I I -- --- 12 �p --- - n ! ..X.4 VTR - - ( I I 3 Ir \ LEI -__� i --_ _�_J ' i-2" \� 11 _ ) I CORRIDOR I 13 „ 0ME I „ \\ , , 114 I I 2 HAZARD p1 9 1-1/2 \DRUCs2° �\ \\ ih---OI 1-1/2' ST C�ACxE I EXAM ! ! p 3/4' SAMPLE If 1213 144 rf U ---__- ib ! ( 4 r -TOE , �\ r1/4" _ I IDOR 0 WORK AREA \ E-1 - - 1IX11 RaOF� ---- ' N \ �.P j ! 143r /2" OI_ ��\ I / t-i d i l 103 1 ! 2 I -112-- i 11/4� I XELEC. - 211 1/2AM IL_ I u 31/2Ile 33 I ; „ 2" + - - - - - - ME I AL I - - - _ - \ � 4-2 14-211 EXAM ` 2�� f -� -- I , ._I I ------------- --------I( 1 -- INFUSION it 131 T4�'1 I 1{ , I 141 4 _ L �L-- -- I' I ------------------------ � ' , CORRIDOR 1/2" 13 1 CENTER j I I I � � TOILET I ( I S.ICLIES -- -- - e2 y II 1/2 i�ECEPTI� L 142 i_ l n TOILE\ 22"Q —Tn - ° 1 11 \ \ l 4 -nor- _..� _ - • \f �f (- i I I I 2��2�� I 1r1/4" CORRIDOR139 V/ A\ I I I 9 2"! v { - I III �2, III i u I i � I - 3/4" ' 1' ' WAITIW_s 3! EX. 2� 13 li 2 ;I 1 !I/4° l � I EXAM ! j EXAM SNARED OFFICE I lel -I I . -I_ �n 136 \- 131 138 i II ft i --= �•r - - - - - - - OFFICE j I SET- I II: , -- I - - - I + — I - — -JL DRUG I 3/ t 134 I �I n \ n \ � 79� STORAGE / ! - - 1 2 f�2 / ��� _ _ _I BREAKROOM n n N •. _ I I „ SUPPLIES ) • ......... . i II �� „ i il, 109 I H/ 10 2 0- I 2�� 2 °zl ! I _- - �u teb L _T01 lt'1-1� . -- -- -- -- -- -- -- li- - -- -- - -- -- -- -- -- -- -- III I ,•p ••p: 1 I �• --- i I ti_ ! 3 W. — --- --- - ------ - -- - -- ------ -- - - W in 'c b; Z - --- - ----- -- -------- - - ---- — _ p� /2" 2" Wep— tYP. - -- --- -- il9r • I �� ' PLLp" 51Ws SECOND FLOOR RENOVATION PLAN SCALE: 3/I6" = 1'-0" •..•• REVISIONS BY U vi Y Y00 > m cej ¢ u o - _ Y E N �s 0 5 a p CO p U p Q C � Q � N 3 � ox tiL2 �n N r` ti N ti o a 1 .-•1 I a� 0 s a c �@ rn B W U) U� dco U C Lin Lh 2 U Z L — o J o �UIL°' o L v ° N t J 3 (/) o 1 _ v ._ Q V) i N 00 Ld o i. L s p pLO C 0 M � m O= LL_ Date: 02. 09. 11 Scale: AS NOTED Project Mgr: RT Drawn: VK Job: 10-65 Sheet P3 i LL 0 n a; c.� Y V C CL a Ln CD N N N 3 a 0 M 0 a E a Co fM 0 0 w 0 0 r, WASTE OR VENT RISER TOP -OF PIPING TO LAVATORY OR SINK — TOP -BEAM TRUSSES C-CLAMP G-CLAMP METAL OR WOOD SCUDAS GOM�IEGt TO TEES FIRE -RETARDANT INSERT GALVANIZED BRACKET PI..UMBING PIPING(t WITH FIRE RETARDANT REQUIRED R FOR 1/2" COPPER PIPE INSERT, ATTACHED TO 1-1/2" NPT INSIDE ® STRUT STEEL THREADS ® ATTACH t0 STUDS ALVANIZED BRACKETW/OPENIW-%5 ON ® AND 8" CENTERS 11 o /2" A.T.R. TO STRUCTURE LOCKING NUT I -BEAM TRUSSES A.T.R. A.T.R TAILPIECE— OD CUBING SLIP JOINT STAINLESS STEEL BAND ® ®e �--+ -- ------ ----- ----- --+--+ I I I ( CHANNEL TO SUPPORT ATTACHED TO WASTE RISER (EQUAL TO HOLDRITE 0110) SERVICES FLUSH VALVE AT WATER DOUBLE SUPPORT SWIVEL RING SWIVEL RING SLIDE JOINT CLOSETS NUT WITH WASHER SOLDER PIPE TO BRACKET COPPER -PLATED BRACKET + W/3/4" t 1" OPENINGS (EQUAL t0 14OLDRITE M02) NOTES: .O. 1. ALL HANGERS t0 COMPLY WITH 2O04 FLORIDA PLUMBING CODE. 2. DISTANCE BETWEEN HANGERS SHALL BE AS PER 2004 FPC TABLE 30SB 3. PIPE SCHEDULE AS PER SPECIFICATION. WATER 10110ING &Ji PORTS DETAIL(DWANGER DETAIL W 4N R DETAIL P—TRAP DETAIL NOTES: L EWH-1 - ELECTRIC WATER — HEATER IEEE SCHEDULE). — I Et SCREWS SEE PLAN �D� ON T,4NYC CHECK FOR SIZES 2. (SEE SCHEDULE). VALVE NOTES 3. RCP -I -RECIRCULATING I. ALL VENTS THROUGH ROOF SHALL BE A A EXTEND � — PUMP (SEE SCHEDULE). MIN. OF 10'-0" FROM OUTSIDE AIR INTAKES. AS A T — 4. Y$ VACUUM RELIEF 2. ALL VENTS THROUC44 ROOF FLASHING WASVENTE OR —� ELE. CW VALVE (SEE SCHEDULE). SHALL BE BY METAL ROOF MANUFACTURER COVER D TEST TEE —,,,,,,,,FRAME I I TUBULAR LOCKING STEEL PIPE VARIES DEVICE UPRIGHTS SEE APPED —�— HWR�� EX7 1 HEAT TRAP CLOCK TIMER THERMOMETER r � _ TURN FLASHNG DOltJrl INTO PIPE WALL COVER ALL ARCH. LEVELING SCREWS I TACO No.4PC95 ION STRAINER 6" MIN. VENT SLACK (VTR) PLUGGED CAL CIS. _ — � g�C1 LB. LEAD FLASHING THREADED CLEANOUt • INISHED TEE WITHREFER PRESSURE GAUGE —�— DOCK IUQ TO YIURAL PLUG WALL CLEANOUT FINISHED WALL T SCREWS A , I TEMP. UQASTAt — — — — ARCHITEC S DRAWING . I SURFACE TIE RODS TACO No. 4PC96 ! I . ,.: • ` .:.:�.r..:'.. :• ., .••..; .. FOR TYPE AND SPECIFIC INSTALLATION DETAILS BALANCING CHECK LL SIZE TtP RELIEF I ;•• ,.....;:.. .. BALANCE FINISHED FLOOR VALVE VALVE VALVE DISCHARCsE I (— 0 0 �� r R JOIST - SEE NO -HUB WITH ACCESS COVER OF PIPING SAME AS ° " BALL VALVE (TYPJ 1�� I AT CRAP ION I STRUCTURAL DWG'S. RISER CLAMP. PER SPECIFICATION NOTE. CARRIER WITH CONCEALED ARMCJ TO 5E DRAIN PIPES 1/211 � ATTACH TO BUILDING STRUCTURE RATED FOR 250 L55. OF LOAD APPLIED TO —�— — —� WH BASE 2" � �Io _ _ � FLOOR THE FRONT EDGE OF THE FIXTURE. O WALL CLEANOUT DETAIL O LAVATORY CARRIER DETAIL O ELECTRIC WATER 14E,4TE R DETAIL O VENT THRU ROOF DETAIL SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 1/2" Cb. FROM WATER SUPPLY SHUT -OFFS VALVE TRAP PRIMER O 1 UNION FLOOR PENETRATION 1/2" C.U. PIPING BELOW SLAB TO FLOOR DRAIN. (TYPICAL) p:V A\ O TRAP PRIMER CONNECTION DETAIL ''-- ''•• co F :� O NOT TO SCALE DETAILS 16,11' see It OPLUMING SCALE: NONE REVISIONS BY 0 U Y 0 U � pip M off_ N Y E� C N ►—_. a to U to ¢ E °„° E 3 � ox ro cq I� N ti CO 00 ti ti N ti C 1 .j w -a Y yN Y Wy �G CD o ^ $ C z @ i U C CD CD 8 y Qco U 1r c� C y Q m� E� wmLoLb Sm a 2 m IL V Z — O J O 0 i L o 7 7 J N Cr U N O _ � N 13) -x ai m O '. 0 0 L } .0 Lr) a- ma�0 C 00 E M � m Or -J LL- Date: 02. 09. 11 Scale: AS NOTED Project Mgr: RT ,Drawn: VK lob: 10-65 `Sheet P4 9 �1 / 1211 L. / 1 / / / I / I EX. 4" VTR / 11211 1 I 11 2,� I JIL I I 1 / 211i+�G4G 6 i 1 EX. 2" VTR —\11 JIL I 3 I I \ I 21 I 1211 / f 1 ' \ I ' /' I 12" /' 1211 11 211 / I . / 1 t0 - U 2 i " 2" X. 2" VTR I 12 I I EX. 2" VTR < � 1 JIL JjL / \ 411 \1- -•• I 1 \\ I 3„ I 1211 \\\ I EWU-Ill \ \ 211 I / 1 1 211 I 1211 \ / 211 1 \\v/<� 1 I I :2 1 11 11 1L � 11 \\\� 211 ' 3„ L / 3" WCo- IG-1H Y� PLUMBING KEY NOTES Ol CONNECT NEW 2" VENT PIPING TO EXISTING 2" VENT PIPING ABOVE FIRST FLOOR CEILING. (VERIFY EXACT LOCATION). O2 NEW 2" VENT PIPING UP IN NEW WALL FROM FIRST FLOOR CEILING. O3 CONNECT NEW 2" VENT PIPING TO EXISTING 2" VENT PIPING ABOVE SECOND FLOOR CEILING. (VERIFY EXACT LOCATION). ® CONNECT NEW 4" VENT PIPING TO EXISTING 4" VENT PIPING ABOVE FIRST FLOOR CEILING. (VERIFY EXACT LOCATION). O5 NEW 4" VENT PIPING UP IN NEW WALL FROM FIRST FLOOR CEILING. O6 CONNECT NEW 4" VENT PIPING TO EXISTING 4" VENT PIPING ABOVE SECOND FLOOR CEILING. (VERIFY EXACT LOCATION). O CONNECT NEW 2" VENT PIPING TO EXISTING 4" VENT PIPING ABOVE SECOND FLOOR CEILING. (VERIFY EXACT LOCATION). ® EXISTING 2" VENT PIPING UP IN EXISTING WALL FROM FIRST FLOOR O9 NEW 4" SANITARY PIPING DOWN TO FIRST FLOOR SEE PARTIAL FIRST FLOOR PLAN. NEW 3" WASTE PIPING DOWN TO FIRST FLOOR SEE PARTIAL FIRST FLOOR PLAN. 11 NEW 2" VENT PIPING ABOVE FIRST FLOOR CEILING. 12 NEW 4" VENT PIPING ABOVE FIRST FLOOR CEILING. 13 CONNECT NEW 4" SANITARY PIPING TO EXISTING 4" SANITARY PIPING BELOW BLAB. (VERIFY EXACT LOCATION). CUT t PATCH FLOOR AS REQUIRED. 14 CONNECT NEW 311 WASTE PIPING TO EXISTING 4" SANITARY PIPING BELOW SLAB. (VERIFY EXACT LOCATION). CUT t PATCH FLOOR AS REQUIRED. 15 REPAIR EXISTING 2" VENT THRU ROOF. JGI PLUMBING SMITAW RISER - -,ado •........•••'�. SCALE: NONE '���i..__ REVISIONS 9Y E o U � U Y to Y co a �w �x E Ew CQ 1� o C Q V -0 Q E ti Q m 3N " o x X Cn tiN N t` r• ✓ ti N 1 - a Lu V F Y `Lu o O A C Z 0� C �R� C � W co E" �5 �a U C W >p dm Q ampc g'� .E Q ii R U_ Z L _ 0 J O L v Z 3 J N � N O U 4 _ LL. Q c '?LJJ L v m M 0 �. 0 m C Q E 0000 N M O= J Li Date: 02. 09. 11 Scale: AS NOTED Project Mgr: RT Drawn: VK %Job: 10-65 sheet P5 THE MECHANICAL CONTRACTOR SHALL PROVIDE THE LABOR, MATERIALS, AND EQUIPMENT REQUIRED FOR THE HEATING, VENTILATION, AND AIR CONDITIONING SYSTEM(S) AS DESCRIBED IN THE COMPLETE SET OF CONSTRUCTION DOCUMENTS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 200i FLORIDA BUILDING CODE AND 2001 FLORIDA ENERGY CODE (INCLUDING THE 200E SUPPLEMENTS), 2005 NATIONAL ELECTRIC CODE, NFPA NATIONAL FIRE CODES, AND ALL OTHER STATE AND LOCAL CODES. THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY PORTION OF THE SCOPE OF WORK UNLESS SPECIFICALLY NOTED IN 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. 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 DRAWINGS MAY BE SUBMITTED AS HAND -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 CONTRACTOR(S) 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 MANUFACTURER'S' RECOMMENDED CLEARANCES. 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 U10RK 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 DUCTWORK, PIPING, ELECTRICAL AND STRUCTURAL TO IMPLEMENT THE SUBSTITUTED ITEM(S). 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 IN PLASTER OR GYPSUM CEILINGS, THE MECHANICAL CONTRACTOR SHALL PROVIDE TITUS MODEL TRM PLASTER FRAMES. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE FINISH OF ALL DIFFUSERS AND GRILLES, EXPOSED DUCTWORK, GRAVITY VENTILATORS, LOUVERS, AND WALL CAPS WITH THE -%ARCHITECT/OWNEFft. ALL VISIBLE EXTERIOR COMPONENTS (SUCH AS EXPOSED DUCTWORK AND LOUVERS) SHALL BE PROVIDED WITH A PAINT -GRIP MECHANICAL LEGEND 4 SPECIFICATIONS SCALE: NONE 1" IEC44ANICAL SPECIFICATIONS AND SCHEDULES FINISH. 3. MECHANICAL EQUIPMENT INSTALLATION ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER'S' INSTALLATION AND MAINTENANCE MANUALS. THOSE MANUALS WILL TYPICALLY PROVIDE MORE DETAIL THAN THE CONSTRUCTION DOCUMENTS. IF THERE IS A CONFLICT BETWEEN THE INSTALLATION AND MAINTENANCE MANUALS AND THE CONSTRUCTION DOCUMENTS, THEN THE MECHANICAL CONTRACTOR SHALL SUBMIT A REQUEST -FOR -INFORMATION TO THE MECHANICAL ENGINEER ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT SUFFICIENT CLEARANCES ARE PROVIDED FOR MAINTENANCE. THE GENERAL AND MECHANICAL CONTRACTORS SHALL PROVIDE A 4" HIGI4 CONCRETE HOUSEKEEPING PAD UNDER ALL MECHANICAL EQUIPMENT, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS. THE HOUSEKEEPING PAD SHALL EXTEND 8" BEYOND THE MECHANICAL EQUIPMENT ON ALL SIDES. THE MECHANICAL CONTRACTOR SHALL PROVIDE VIBRATION ISOLATION AS RECOMMENDED BY THE MANUFACTURER(S) aND1OJaL REQUIRED BY THE MECHANICAL ENGINE(* 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 ALL STARTERS, CONTACTORS, RELAYS, CONTROLS, AND ACCESSORIES NECESSARY TO PROVIDE A COMPLETE AND WORKING POWER AND CONTROL SYSTEM FOR THE MECHANICAL EQUIPMENT 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 THE OWNER ALL MECHANICAL EQUIPMENT IN THE SCOPE OF WORK SHALL BE COVERED FOR THE DURATION OF THE MANUFACTURER'S' GUARANTEE(S) OR WARRANTY(IES) AND THE CONTRACTOR SHALL PROVIDE THE OWNER WITH ORIGINALS OF ALL MANUFACTURER'S' GUARANTEES AND WARRANTIES. ALL COMPRESSORS SHALL BE PROVIDED WITH A MINIMUM FIVE (5) YEAR WARRANTY. THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT VOLTAGE REQUIREMENTS WITH THE VOLTAGE AVAILABLE AT THE PROJECT SITE PRIOR TO ORDERING ANY MECHANICAL EQUIPMENT. 4. DUCTWORK CONSTRUCTION THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION'S "HVAC DUCT CONSTRUCTION STANDARDS" SHALL BE CONSIDERED PART OF THE SPECIFICATIONS FOR THIS PROJECT. ANY WORK THAT DOES NOT COMPLY WITH THESE STANDARDS MAY BE REJECTED AT ANY TIME DURING THE PROJECT. ALL EXHAUST 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, DUCTWORC, 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 (W) DEGREE ELBOWS SHALL HAVE A ONE AND ONE-HALF (IB) 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'-0". FLEXIBLE RETURN DUCT SHALL :6 BE LIMITED TO THE VERTICAL PLANEb/a. FLEXIBLE DUCT 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 (1B) DUCT DIAMETERS. SAGS SHALL NOT EXCEED ONE-HALF (OB) INCH PER LINEAR FOOT OF FLEXIBLE DUCT. HANGERS, SADDLES, AND OTHER SUPPORTS SHALL HAVE A MINIMUM WIDTH OF ONE AND ONE-HALF (IB) INCHES. THE MECHANICAL CONTRACTOR SHALL PROVIDE SUPPORT FOR EXISTING FLEXIBLE DUCTWORK WITH A MAXIMUM SPACING OF 5'-07, 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 -HARDENING, NON -MIGRATING MASTIC OR LIQUID ELASTIC SEALANT AS REQUIRED TO MEET THE 2001 FLORIDA ENERGY CODE (INCLUDING THE 20M 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 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 INSULATION, 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 WA. 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 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. 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 GAUGES HEAVIER 5. DUCT LEAKAGE PERFORMANCE DUCT CONSTRUCTION AND SEALING SYSTEMS SHALL MEET THE REQUIREMENTS OF THE 2001 FLORIDA ENERGY CODE (INCLUDING THE 200E SUPPLEMENTS) AND SMACNA'S "14VAC 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 (IBA) 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 CONSTRUCTION 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-SEALING 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 'FUNDAMENTALS HANDBOOK': 6. ACCESS PANELS, FIRE DAMPERS, AND FIRE/SMOKE DAMPERS THE 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 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 12" 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 AR= 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. 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 PROVIDE A PROGRAMMABLE THERMOSTAT FOR EACH EXISTING AIR CONDITIONING SYSTEM. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE INITIAL OCCUPANCY SCHEDULE(S) AND PROGRAMMING WITH THE OWNER AND PROVIDE TRAINING AS REQUIRED. ALL PROGRAMMING SHALL BE COMPLETED USING HONEYWELL'S THERMOSTAT PROGRAMMING SOFTWARE. EACH THERMOSTAT SHALL BE INSTALLED AT 4'-0" 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 120-VOLT RESTROOM EXHAUST FANS WITH ELECTRICAL REQUIREMENTS OF UP TO 800 WATTS SHALL BE CONTROLLED BY AN OCCUPANCY SENSOR WITH A TIME DELAY. THE INITIAL TIME DELAY SHALL BE SET AT TWENTY (20) MINUTES. THE LASER ROOMS SHALL HAVE A 24 HOUR TIMER SWITCH. THE MECHANICAL CONTRACTOR SHALL PROVIDE A TIME CLOCK FOR ALL EXHAUST AND OUTSIDE AIR FANS. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE INITIAL OCCUPANCY SCHEDULE(S) AND SETTINGS WITH THE OWNER AND PROVIDE TRAINING AS REQUIRED. B.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 NEBB 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 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. S.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 AND HEATING 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, MANUFACTURER'S' 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. MEC 4ANICAL SHEET INDEX M0 MECHANICAL LEGEND 4 SPECIFICATIONS MI MECHANICAL DEMOLITION PLAN M2 MECHANICAL FLOOR PLAN t SCHEDULES M3 MECHANICAL DETAILS MEC14AHICAL LEC-a 10 SO RG EG ® z ® NEW CEILING DFRZERAGRILLE (LAY -IN) SO Firs EG ® z ® EXISTING CEILING DIFFUSER/GRILLE (LAY -IN) ® SUPPLY DIFFUSER BLANKING 0 RETURN GRILLE SOLND ATTENUATION NEW WW PRESSURE DUCTWORK EXISTING HIGH PRESSURE DUCTWORK FLEXIBLE DUCTWORK EXISTING FLEXIBLE DUCT CONNECTION BD BACKDRAFT DAMPER FIRE DAMPER I VOLUME DAMPER TO TEMPERATURE SENSOR / THERMOSTAT W x D RECTANGULAR DUCt WIDTH x DEPTH (IQES) ROUND DUCT DIAMETER (MQES) EQ X>( EQUIPMENT TAG (E) EXISTING (R) RELOCATED (N) NEW NEW POINT OF CONNECtION 2 CO = SENSOR BASIS OF DESIGN " 1. THERE ARE NO WINDOWS IN THIS SPACE. 2. WALL INSULATION IS R43S). 3. ROOF INSULATION IS R45). 4. DESIGN TEMPERATURE IN ALL ROOMS IS 14 DEGREES. BASIS " LOAD CALCULATIONS NI�NBEI AND NAME NUMBER OF PEOPLE MISC. HEAT LOADCS) , V OF HEAT LOAD(S) 101 WAITING 23 -100 WATTS (2) WATER COOLER EXAM ROOM (TYPICAL) 1 200 WATTS 1 PC 102 RECEPTION • 2 1200 WATTS 2 PC-S, 1 PRINTER IM 5REAKROOM 12 1000 WATTS FRIDGE, COFFEE MAKER MICROWAVE OFFICE (TYPICAL) 2 200 WATTS 1 PC 141 MEDICAL ASSISTANTS a 1600 WATTS 8 PCS III INFUSION CENTER IS 1200 WATTS 5 PCB, I FRIDGE 138 SHARED OFFICE 2 400 WATTS 2 PCS 144 DRUG SAMPLE ROOM 0 200 WATTS FRIDGE 124 WORK STATION 1 200 WATTS PC 103 WORK AREA 3 1200 WATTS 3 PC, FREEZER 110 ELECTRICAL 0 500 WATTS EQUIPMENT NOTE: ROOM W11BERS OMITTED FROM THIS LIST INCLUDE STAIRWELLS AND SMALL SPACES INCORPORATED INTO LARGER SPACES FOR SIMPLICITY. THE MECHANICAL CONTRACTOR SHALL COORDINATE TIE LOCATIONS OF ALL THERMOSTATS, AND OTHER CONTROLS WITH THE ARCHITECT AND OWNER AND SUBMIT THOSE LOCATIONS TO THE MECHANICAL ENGINEER FOR REVIEW. ��•► L1CF••. B •` a : • 'Vo �' .0 0: LN % /y•'• D A•••••• •A,, .,��q ,ENE, Nti���• REVISIONS BY E � UU N u �00, U 4�D O .0 M E. ¢fib E E L� R . / a � �--. 1.0 o tD U , ¢ y 70 ¢ E °O Y 3 � oxco —� E `j N ` CO 00 ti N ti a 1 �x w oUU o n m c Z c 0 0 � e w �LL E Cn s a � Z > '6�� 2 V_ Z L O J O V LL. m v `'- z 7 � J N � •0 N 0 V `` ._ V) y vi m LO rn s L 0 0 0 -C C) N M a` 0 s J LA. Date: 02. 09. 11 Scale: AS NOTED Project Mgr: CWS Drawn: CWS Job: 10-65 Sheet m 1 MECHANICAL KEY NOTES CONTRACTOR SHALL REMOVE AND DEMO VOLUME DAMPER 2. CONTRACTOR SHALL DEMO ALL EXI6TIW3 EXHAUST DUCTWORK. GENE i.4L ME CHAN I CAL, NOTES 1. THE OWNER MAY WISH TO SALVAGE CERTAIN ITEMS REMOVED DURING DEMOLITION. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH THE OWNER WITH ITEMS BEING REMOVED. ALL ITEMS NOT RETAINED BY THE OWNER SHALL BE REMOVED FROM THE JOBSITE AND DISPOSED OF BY THE CONTRACTOR 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGED SURFACES DURING DEMOLITION AND REPAIR SURFACES AS TO MATCH PRIOR CONDITION. 3. CONTRACTOR SHALL DEMO DUCTWORK AS INDICATED ON PLAN. REFER TO SHEET M2 FOR RENOVATION PLAN FOR MORE COORD INAT ION. 4. CONTRACTOR SHALL REMOVE ALL FLEX DUCTWORK DIFFUSERS, ! THERMOSTATS. 5. CONTRACTOR SHALL REMOVE ALL VOLUME DAMPERS UPSTREAM ON HIGH PRESSURE SIDE OF DUCTWORK. 6. CONTRACTOR SHALL DEMO ALL EXISTING EXHAUST DUCTWORK H - - �' ZH� Hf -------------------------------------------- -- _------- _-----____-- �-------------��---------/ /— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------------------—————————————————— — — — — —— \ ®VAV/---------------------- Z------------ ------ -------------------�—r—T� 3----------------- ------ -------- ���t--------- ----------,-- Z J�� - , �1LZLLZZ VAV I--1 I / / VAV J 1 � r (D; ® -- ------A �.�/ 7 7 7 7 I TTTT IV sk-l� TTT �.���/1I �7 11 �,- ///////// / ------ ..... II ' / / k VAV / L' ` _}- — 1I I/ V �,� 1 1 a-3-10 1 1 1LLL / /' / / / / / / / / / / i,i I L------�-------------------------� -� � DUCTWORK - - - - - - - - - - - - - - - - - - - 1 f f f /1 I /,-/ Z Z13-344 5�� 7 7 T TTTTT 14� IL -- -IZ- - - - - - - - - - - - \ I / —------------WVAV I VAV - - - -� K/y i 3- 4F % I I I (E)N 7-1-1 W/ i — - . ; -74 74-1 /I I' r -77 7 7 T T T T7-7-/7 ;f6i ,�r, XH (DIMECHANICAL DEMOLITION PLAN SCALE: 3/1r0" = V-m" ///k �0 EER REVISIONS BY f, ►—� E � o U U L U ' �0 o c i—� u c i E ,ao �~ Q ov°' E E rj N U • �I Q E o0 Q t TN . / ZD (� ~"~ E o N / N Cvi ti ti N C ' O tip' s a za w �orrP. o�m a 0 0 o cN2 Zs . g(0U) 4 o SU U o - U z a .0 o C �? m oa w �n E <0-I c mr oz U �o � Nd > N C Q CO °r m d Lu Cn U � a N > E a � U U_ Z a J O 0 v Z j J N •'' O Q N O I U = 0 V) � cn .D m Lj L O O O , .� .� Q O 0 E oo N — :3 M � N 0 _! LL. Date: 02. 09. 11 Scale: AS NOTED Project Mgr: CWS Drawn: CWS :Job: 10-65 Sheet M2 =__ VAV UNIT 3CA-IEDULEG. , VITY VENTILATOR 3C - EULE AIR QUANTITY (CFM) ELEC. NON MARK GRV-1;,3,4 COOLING MODE HEATING MANUFACTURER GREENHECK MARK HEATING OCCUPIED OCCUPIE (kW) (HOURS) (HOURS) In MAX. SET. MIN. SET. CFM MODEL SIZE 8 15-3-1 wo 50 350 35 SAM-5PM 6AM-8AM VOLE (CFM) 0-200 5-3-2 430 20 200 2.0 SAM-5PM 6AM-SAM WEIGHT (LBS) 10 15-3-3 550 30 350 35 8AM-5PM 6AM-SAM DISCHAF*E (INCHES) 1/2 5-3-4 510 30 350 35 SAM-5PM 6AM-SAM SHUT-OFF HEAD (FEET) 50 5-3-5 1;30 60 350 35 SAM-5PM 6AM-8AM WEIGHT 13 5-3-6 615 60 450 45 SAM-5PM foAM-SAM 1. INSTALL 12xl2x18" DEEP PLENUM UNDERNEATH Z GRAVITY VENTILATOR AND TRANSITION TO ROOF OPENING AS REQUIRED. 2. ALL PLENUM DUCTWORK SHALL BE SEAL CLASS "A". AND INSULATED FOR CONDENSATION CONTROL. 5-3-1 915 50 350 35 SAM-5PM 6AM-SAM 5-3-8 11505 80 350 35 SAM-5PM 6AM-8AM 8-3-9 SOD 40 350 35 8AM-5PM 6AM-SAM OCCUPIED MODE: MODULATE AIWLOW BETWEEN MAX AND MIN SETPOINTS TO MAINTAIN ZONE COOLING SETPOINT. CYCLE HEAT AS REQUIRED TO MAINTAIN HEATING SETPOINT AND DELIVER THE SPECIFIED HEATING AIRFLOW (MIN 5F DEADBAND). NON -OCCUPIED MODE: VAV BOX SHALL CLOSE OFF AND UNIT SHALL SHUT DOWN. ALL EXISTING DATA WAS RECEIVED FROM SET OF PLANS DATED 10-5-01 SHEET MI2.1. DEMO CONTROL VENTILATION CO 2 1 JOUT51DE AIR OUTSIDE AIR VAV-B-3-5 MAX MIN 100 PPM I RTU-3 6 IOW CFM OO CFI IF THE CO 2 LIMIT IS EXCEEDED IN THE TABLE, THEN PROVIDE MAX VENTILATION. IF ALL OF CO 2 LEVELS ARE BELOW THE SET POINTS THEN PROVIDE MIN VENTILATION. EXNAU3T FAN SCHEDULE MARK EF-I EF-2,3,4,5f6,1 AREA SERVED TOILET ROOM RR/BIO-MED MANUFACTURER GREENHECK GREENHECK MODEL NUMBER SP-5110 SP-580 MAX CFM 100 50 DESIGN CFM 100 50 Q EXTERNAL STATIC PRESS. (IWG) 5 .5 0 DRIVE DIRECT DIRECT DESIGN DRIVE LOSS - - U- FAN RPM 950 861 MOTOR ((WATTS/HORSEPOWER)) 80 WATTS 54 WATTS ELECTRICAL SERVICE 11DA160 115/1/60 BONES 20 3.0 ROOF OPENING REQUIRED SEE M2 SEE M2 UNIT WEIGHT (LBS.) 10 9 w AUTOMATIC BELT TENSIONER - - BACKDRAFT DAMPER YES YES FACTORY -WIRED DISCONNECT YES YES FACTORY -SPEED CONTROL YES - CONTINUOUS OPERATION - - INTERLOCK WITH LIGHT YES (3) YES (3) MOTOR STARTER (Div. 16) - - Z L COOK AND TWIN CITIES ARE APPROVED EQUALS. 2. DASH (-) DENOTES NOT REQUIRED. 3. CONTRACTOR SHALL ENSURE THAT ALL EXHAUST FAN ARE INTERLOCKED WITH LIGHT THAT ARE CONTROLLED BY AN OCCUPANCY SENSOR AND SHALL HAVE A MINIMUM 20 MIN. TIME WORK EXAM CLOSET EXAM EXAM STATION 128 121 126 125 124 RG-1 I SD-2' VAV 50 CFM ! j --- - T - - - 180 CFM - _ - - - - - -3- So1 i OD-21I - = I - 125 125 CFM 17�:I � I I I vav _..__. _ 1 - -- - - - 3- I- : 1 �'� 1-ll ii i I I: � r� Ae_l � I! EXAM 129 SO-2 115 CA D2("i 100 CFM 10m AIR D ISTRIi3UTION SCI- EDULE MARK CFM NECK FACE DESCRIPTION SIZE SIZE SO-1 100-200 8114 1211X1211 SUPPLY DIFFUSER SD-2 0-100 6"4 24"x24° BASIS OF DESIGN: TITUS TMS MATERIAL.- STEEL 101-200 8"4 2411x2411 COLOR: WHITE 201-325 10114 24"44" 326-410 12114 24"44" 411-640 14114 24"44" R3-1 0-350 10"A0" 12"A2" RETU "XHAUST GRILLE BASIS OF DESIGN: TITUS 350E R3-2 0-1880 22"x22" 24"x24" MATERIAL: STEEL -COLOR WHITE NOTES: 1. NOISE CRITERIA SHALL NOT EXCEED 25. 2. PROVIDE VOLUME DAMPERS. 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/EXHAUST GRILLE SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS). CFM DUCT DIAMETER 0-100 6"4 101-220 8"4 221-350 104 351-480 12114 481-600 14114 601-1200 22x10 1201-1880 22x14 PROVIDE SQUARE TO ROUND TRANSITIONS AS REQUIRED. 5. PROVIDE MINIMUM OF J" FIBERGLASS WITH FOIL/SCRIM VAPOR BARRIER 6. METAL -AIRS AND PRICE ARE APPROVED EQUALS. MECHANICAL KEY NOTES 1. CONTRACTOR SHALL CONNECT NEW FLEX DUCTWORK TO EXISTING DUCTWORK FLEX DUCT SHALL BE SAME SIZE AS EXISTING SIZE. PROVIDE TRANSITION AT DIFFUSER NECK IF NEEDED. 2. CONTRACTOR SHALL CONNECT NEW HARD ROUND DUCTWORK TO EXISTING DUCTWORK SEAL AND INSULATE AROUND ALL NEW AND EXISTING DUCTWORK 3. CONTRACTOR SHALL CONNECT NEW DUCTWORK TO EXISTING VAV. PROVIDE TRANSITION FROM EXISTING VAV TO NEW DUCTWORK AS INDICATED. 4. CONTRACTOR SHALL CONNECT NEW ROUND DUCT TO EXISTING AND ROUTE TO ENSURE THAT OPENING OF NEW DUCT IS DIRECTLY IN FRONT OF RETURN DUCTWORK. 5. CONTRACTOR SHALL REPLACE EXISTING RETURN DROP WITH LINED DUCT, FULL SIZE OF UNIT RETURN OPENING WITH SIDE INLET OPENING OF 6040 FACING AWAY FROM SUPPLY. 6. PROVIDE TWO LAYERS OF 2" THICK POLYISOCYANURATE BOARD INSULATION IN ALTERNATING DIRECTIONS TIGHT TO DUCTWORK INSIDE ROOFTOP CURB. PROVIDE SPRAY -FOAM INSULATION TO FILL GAPS AROUND DUCTS, PIPING AND CONDUITS PROVIDE SHEET METAL CAP BELOW INSULATION UNDER ENTIRE UNIT CURB. 1. CONTRACTOR SHALL CONNECT EXHAUST DUCT TO NEW 12x12 18" DEEP PLENUM BOX CONNECTING TO NEW GRV ON ROOF. PROVIDE TRANSITION FROM 12x12 PLENUM BOX TO GRV OPENING AS REQUIRED. PLENUM SHALL BE SEAL CLASS"A". GENERAL MEC 4ANICAL NOTES I. ALL EXISTING DATA WAS RECEIVED FROM PLANS DATED 10-5-01 SHEETS M52 t MI2.1. REFER TO THESES PLANS FOR MORE DETAIL INFORMATION IF NEEDED. 2. CONTRACTOR TO COORDINATE ROUTING OF ALL NEW DUCTWORK AND PIPING WITH EXISTING CONDITIONS. 3. ALL DUCTWORK SHALL BE ROUTED THR Lr-vl4 JOIST OPENINGS. 4. ALL EXHAUST DUCTWORK SHALL BE SEAL CLASS "A. 11 5. CONTRACTOR SHALL ENSURE THAT ALL VOLUME /•1 DAMPERS ARE ACCESSIBLE. 6. CONTRACTOR SHALL INSPECT ALL EXISTING DUCTWORK AND RE -INSULATE ANY DUCTWORK THAT HAS INSULATION DAMAGED OR MISSING. 1. ALL RETURN GRILLES SHALL BE LOCATED IN BETWEEN JOIST SPACE TO SO THAT SOUND ATTENUATORS ARE INSTALLED. RELOCATE IN ROOM AS NEEDED. 8. CONTRACTOR SHALL REPLACE ALL THERMOSTATS WITH NEW UPDATED THERMOSTATS. 9, CONTRACTOR SHALL BALANCE ALL DIFIRZERS TO CFMS INDICATED ON PLANS. EXAM OFFICE EXAM EXAM EXAM OFFICE EXAM EXAM 123 122 121 119 118 11'1 116 115 H -------------- -- --- -- ------ ---- ---- - - - - - - - -------------------------------------------------t- --- - \ - --r- i '; I I i I� I` f it -2 II 5Q-2 $D-2 II I; SQ-2 1' $p-2 125 240 CFM VAV SD-) 1 i I ! li ! l 125: CR"i 125j CFI 12 CFM 125 CFM 1251I CFM - - VIVI ,T 1 I B -�: _ l �_ I ! i S2 125 125 CFM ' I; _I�,r� li (EA2I I I D4 li1RC��1IIIRG-I \ / I Ts RG-I IV _�-_ - I �_ _ _-_ _8-3-4 --- __ _ _ �,--_:_-_, i STORACxEw 10"4 I n I 1 1 4 2 I I ! n3 ! CORRIDOR 1 I___ � RIG -I I _-- -124 _ �; VAV -/ I EXAM 30 cat _ _ 1 - -- 1 B-3-m RG-1 SD-2 - _-- _ 4 INFUS ON li 1 I iI ( i 1 II ro �� I; 11 u j I I I GFMI; ORi�-�RE� SD 2 - 133 12"4 r 14"41' - VAV ! 320 CFM - - - 1.0.0 CENTER Iw - I�i �i IIm - - I -- --_ - - -- - - - - - --- _ - - -- -- EXAM: T ! MIXIN6 ROOM } i, I I, - - TO I 2 ---I I, LE 110 - TI 131 SD-2'I _ ! 142 - I! iIEF - --_' - -.- _ (EJ12"4 - -- _ -- RG 11 I I - _--•- _ I ' If f 14 i.::__. _� M ----- .. - - I i- .- -- - _. _ _ _. - _ -- - - - - - - --- --- r l _ ?•• i t � � SD 2 � - 7 SD 2 -1T5� ! SD-2' RG-1;1 i' - -- - 11 16 k� it - (EA4 4-_ ( - ---- - - - - I' --' ]--� 1 12 -PIRG-1 ----� RG-1 I Q p - gp 2= CONDOR B-3 9 1 - _ 240 CFM h - - T ItK I MEDICAL - -- -DROP - - - - - , - - I S -2 I - CEPTION 1� 50-2 I , 265 CF 'I :, , S I®2 � ,I (�,I I � I 115 CFM ASSISTANTS 50-2 B 3 6 - �i > .I SD- rr _ _ _ _. 2B CFM 1 _ - - 1` SD-2 !' - -1-'i w i OFFICE -- - - - �1 265 CFM 4 7 S IES 100 CFM - ! �- - U DRC1Cx -- 215 CFM -3-1 I `� �B ' I � I 3 N Fi RG - . ----6-3-r -2 144 - I 1 1wI I: - I --- CONDOR / - _---------f�E).2----- / vAv I =I, RICs-1 - ---- - -- - --- -- _ R1 - -_- -__- _ -- -- - -- - SD 2 - - - - I � , I vav � I i� �, 139 ; , --- - -- - ! - - - - ! -3- j TOILETj ; 30 CFM ; _ - ---- - - - - - - I J-,, RISE I . I' I li - - _ D_7= _ - _ SD 2 I g - vav I � ,' uP ;"�• I' � I = IaG-lI � 61141i I f � VAV 2 � i I i RG- I I 2 � 3- I I I Q .,r es ,;,' � II ! ! 200 CFM -- - - - 50 . Q - - - - - - -- - - - - r-Z - - X _ - -- --- -- ----_ - ----------- - --- li - --- I -r- Tr _ r - j -- -3 2 _ _ _ --- - - - /�� �� I �, -, - i 5 '? DI00P l I T B I -- rt-�\.L�----�"'+r---- --- II - /r w it-- W pglM; - - �i I L-- _ --�; - - - � � I�-_- � 2 � ' 1 � w --J�- - - - � ILi 1 I i - - 2 L SD-2 - - 2 - -- - . - - 60-2 60-2 SD-2 6" 4I BRE\- -- -!I - - I LL Ili - 200 CFM I 2i) 1 3-81 i; 265 CFM 265 CFM 65 CFM 3 �00 - -- --_ __ ' 1 � _ S 2 !I i I � II i 1 I�-- I Ill �W 50-2 �. -- D S 2 SNA DOFF( E SD2 D 1 :I _- - - - 115 GFM 180 GFM 180 CFM + w - - I SDI 56-2 40 CFM _ „ I, l 6 I !� it :I .. I I. � -f1 i -- - 215 CAL J �15_C'FM 1 OFFICEO TOILET = �XAM�EXA1 -f I; _ _-_...; - - I I ! 136 13i ! - -- - 1 - -- 1 -, 12 60-2 1 %SD-2 _ I I O I IIH � I I I' i B 3-5 CO GRV RCs 30 CFM fir)2 RIG-fir)290 -1 CFM RG =, i I i I DRUCx TOILET EF 1 WAITINCx STORAGE SUPPLIES 106 D MECHMICAL CLANVb SCALE: 3116" = 1'-0" "'IM1111000 REVISIONS 8Y 0 � U E L 400> ¢fib 0 E Y _ - E c� N en m C a M p o C N 1.0 ¢ E 3ti o� CC / C/) `: M 00 ti N ti 1 C r a W C .�a i �w MUU o A� m U Z l0 c m C c 8L W �e y E Q LL rn S U c m Q a � a " 'U'2dj 2 §E U Z O J O '- U i m Z v v .v } J 04 Q- of U v) O mL -0 .- 0 V) to mLu O ;. O O s _ .L - m Q Lr) 0 C 0 E°0N M � m O s J Date: 02. 09. 11 Scale: AS NOTED Project Mgr: CWS Drawn: CWS Slob: 10-65 pheet 1 M 3 HANGER STRAPS r-- GRAVITY VENTILATOR CONSTRUCT DUCTBOARD BOX ABOVE RETURN (poll MAX. UNLESS FOOT OF FLASHING GRILLE A8 DIMENSIONED. SUPPORT AS STRAP IS PLACED NECESSARY FROM STRUCTURE ABOVE. PAINT HANGER UNDER A BOTTOM MEMBRANE INTERIOR OF BOX BLACK IF DIRECTED TO DO SAPS REINFORCEMENT EXTEND SO BY ARCHITECT. ROOFING LOAD -RATED >< MEMBRANE TO TOP OF (p" MIN. FASTENERS CANT STRIP SECURE WIRE --I I MIN. SCREWS MAY STRAP OR ANGLE ROOF MIN. FULL FACE SIZE PLAN VIEW BE OMITTED ALL- METAL (p„ OF RETURN GRILLE IF HANGER THREAD STRAP LOOPS ROD DECK MIN. 1o"oMAX O MAX. 24"0 MA 50110 MAX t-BAR RETURN CEILING BAND OF SAME SIZE NUT CTY UT SUPPORT GRILLE TILE AS HANGER STRAP T JOIST a NOTES: ANGLES 1. MAXIMUM AIRFLOW IS 300 CFM FOR 12"x12" GRILLE. 2. MAXIMUM AIRFLOW IS 100 CFM FOR 24"x24" GRILLE. 3. OPENING SHALL FACE IN THE DIRECTION INDICATED BY THE ARROW ON THE PLANS. NOTE: HANGER MUST NOT DEFORM DUCT SHAPE. EXHAUST DUCTWORK SIZE INDICATE ON PLANS ALTERNATE LOCATION (VERIFY UPPER TRAPEZE INSULATED PLENUM BOX LOAD CAPACITY) SIZE INDICATED ON PLANS OROUND DUCT HANGERS DETAIL 0 RECTANGULAR DUCT W*4ARS DETAIL 0 G:RAVITY RELIES �aLE: NONE VENTILATOR DETAIL ® RETURN GRILLE SOUND ATTENUATION DETAIL NOT TO SCALE NOT t0 SCALE NOT TO SCALE HAW- P 1"SWEET — VF 2" MINIMUM THICKNESS 222 GIAUGE ME THREADED ROD HANGERS MAXIMUM FLEXIBLE FIBERCsLA88 INSULATION, ASTMC553, WITH VIBRATION ISOLATORS (TYP.) 150 TRANSITION TYPE 1, CLASS 5-4 ROUND "SNAPLOCK" SHEET INSULATED FLEXIBLE INTEGRAL BACKDRAFT (MINIMUM R-VALUE■(p) CUT INSULATION TO METAL RUN -OUTS WITH DUCT, MAXIMUM DAMPER PROPER LENGTH TO AVOID 2" WRAP INSULATION LENGTH V-0", DO I / 0Z511 RECTANGULAR DUCT COMPRESSION OF INSULATION NOT SAG OR KINK FACTORY -WIRED INSIDE RADIUS DISCONNECT p EQUAL TO THE FLEX DUCT FACTORY -WIRED O AIRFLOW DIAMETER SPEED CONTROLLER D SUPPLY •. (FANS OVER loo CFM ONLY) IZSD DUCT a STAPLE 2" FLANGE THEN TAPE OVER -.:: _ - WRAP INSULATION CEILING FAN SE THE JOINT AND ABOVE DIFFUSERS VOLUME DAMPER STAPLE TO PROVIDE SPIN -IN FITTING, VAPOR -TIGHT SEAL SHEET METAL DUCT WITH DAMPER SEAL ALL SEAMS WITH HARDCASt 3 SHEET METAL SCREWS SUPPORT WIRES OF FLEXIBLE FOR CEILING; GRILLE T GeBAAND CEILING GRILLE NOTES: CIX DUCT, LAMPED AND TAPED HIM FROM STRUCTURE NOTE: 1) SECURE INSULATION WITH WELDED STICK PINS ON DUCTWORK 18" AND LARGER NOTE: ALL DAMPERS ARE NOT SHOWN ON FLOOR PLANS. HOWEVER DAMPERS ARE 2) USE FIBROUS DUCTBOARD (MINIMUM R-VALUE _ (p) IN LIEU OF FLEXIBLE FIBERGLASS PROVIDE A VOLUME DAMPER WITH A 2" STANDOFF WITH A REQUIRED ON ALL BRANCH TAKE -OFFS (EXCEPT TAKE -OFFS OVER HARD INSULATION FOR ALL LOCATIONS WHERE DUCTWORK IS EXPOSED TO VIEW. LOCKING QUADRANT THAT IS 24 GUAGES OR 2 GUAGES CEILINGS AND FOR VAV BOXES). SOME DAMPERS WILL BE REQUIRED AFTER HEAVIER TRANSITIONS. PROVIE A VOLUME DAMPER WITH A 2" STANDOFF WITH A LOCKING QUADRANT THAT IS 24 MIN. OR 2 GUAGES HEAVIER O DUCT WRAP DETAIL 0 FLEXIBLE DUCT ill (SUPPLY) DETAIL @ICE IL ING FAN DETAIL 0 DUCTUVOW DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE % - a ri - • \ O :.� a :, *: �� .: •�♦,♦ A•••••gF %,DO� REVISIONS er E U L no 0 E �'d Lil / tC R a o-) cli O U • CD ¢Q�,°° Y 3 ti o co cn L. EC>IC04 ti M 00 ti mill N o t r a -- _ x N 4 w G r m Z c� C 0 U c g� W Uc) C Q J1 W s A gs s� 'us"' QQa A U_ Z L — o J o 0 U �- m 0 } J N 'L N o U - o m V) L o ;. p p t E 000 N C � M O J Li Date: 02. 09. 11 Scale: AS NOTED Project Mgr: CWS Drawn: CWS ' Job: 10-65 Sheet - M4 T c CD ch x N_ t Q vi X U Q O LL Cu N LL. - t 3 O LL. Cll v N U) a XA N CD x 0 X 00 a s U N U a N 0 0 N N «i Q iT 3 a W XV ti 0- N U W J W N 0 N W LIGHTING FIXTURE SCHEDULE FIXTURE FIXTURE FIXTURE APPROVED MANUFACTURERS TYPE MANUFACTURER CATALOG NO. VOLTAGE LAMPS WATTAGE MOUNTING DESCRIPTION (SUBJECT TO 10 BUSINESS NOTES DAY PRIOR APPROVAL) A LIGHTOLIER H1352GsLR232 120 2-F28T8 46 RECESSED IN 2'x4' DIRECTANDIRECT COLUM51A SUPER SAVER 26 WATT UNV-HI 3500' K GRID CEILING TROFFER W/LINEAR METALUX LAMPS AND NORMAL PRISMATIC LENS POWER FACTOR ELECTRONIC BALLAST AE LIGHTOLIER HS82GLR232 120 2-F28T8 48 RECESSED IN 2'x4' DIRECTANDIRECT COLUMBIA BATTERY SHALL PROVIDE UNV-HIEM 3500' K GRID CEILING TROFFER W/LINEAR METALUX FOR 1400 LUMEN OUTPUT PRISMATIC LENS AND SELF CONTAINED BATTERY PACK B LIGHTOLIER HS52GLR211 120 2-F11T8 44 RECESSED IN 2'x2' DIRECTANDIRECT COLUM51A UNV HI 3500' K GRID CEILING TROFFER W/LINEAR METALUX PRISMATIC LENS BE LIGHTOLIER H1352GLR211 120 2-F11T8 44 RECESSED IN 2'x2' DIRECTANDIRECT COLUMBIA UNV HI EM 3500' K GRID CEILING TROFFER W/LINEAR METALUX PRISMATIC LENS AND SELF CONTAINED BATTERY PACK C LIGHTOLIER CFS2GPF332- 120 3-F32T8 93 RECESSED IN 2'x4' DIRECT/INDIRECT COLUM51A PROVIDE W/ 2 BALLASTS UNV HI 3500' K GRID CEILING TROFFER W/LINEAR METALUX MULTI -LEVEL PRISMATIC LENS SWITCHING D LIGHTOLIER XP2GVA232 120 2-F28T8 48 RECESSED IN 2'x4' STATIC TROFFER COLUMBIA SUPER SAVER 26 WATT UNV HI 3500' K GRID CEILING W/ ACRYLIC PRISMATIC METALUX LAMPS AND NORMAL LENS POWER FACTOR ELECTRONIC BALLAST F LIGHTOLIER H9S2GLR132 120 1-F32T8 21 RECESSED IN 2'x4' DIRECTANDIRECT COLUMBIA UNV HI 3500' K GRID CEILING TROFFER W/LINEAR METALUX PRISMATIC LENS FE LIGHTOLIER H9S2GLR132 120 1-F32T8 21 RECESSED IN 2'x4' DIRECTANDIRECT COLUMBIA UNV HI EM 3500' K GRID CEILING TROFFER W/LINEAR METALUX PRISMATIC LENS AND A SELF CONTAINED BATTERY PACK G LIGHTOLIER SWS 120 1-F11T8 20 SURFACE 24" LONG STRIP COLUM51A SURFACE MOUNT TO WALL SW2511114PF 3500' K FLUORESCENT METALUX ABOVE DOOR UNV HI H LIGHTOLIER 8011CCLW 120 1-18 WATT 21 RECESSED 4" DIA. DOWNLIGHT PRESCOLITE 4116VU TRIPLE TUBE HALO 35(00' K K LIGHTOLIER 8021CCLW- 120 1-26 WATT 28 RECESSED 6" DIA. DOWNLIGHT PRESCOLITE S61325U TRIPLE TUBE HALO 35(00' K L LIGHTOLIER 8098DVWH- 120 2-26 WATT 56 RECESSED 8" DIA. DOWNLIGHT PRESCOLITE WET LOCATION 6242H-UV TRIPLE TUBE HALO 350(0' K M LIGHTOLIER XPIGVA232 120 2-F28T8 48 RECESSED IN I'x4' STATIC TROFFER COLUMBIA SUPER SAVER 28 WATT UNV HI 3500' K GRID CEILING W/ ACRYLIC PRISMATIC METALUX LAMPS AND NORMAL LENS POWER FACTOR ELECTRONIC BALLAST X1 LIGHTOLIER LLNURW 120 LED FURNISHED 2 SURFACE EXIT SIGN, LED, SINGLE LIGHTGUARD WALL / CEILING MOUNT W/ UNIT FACE UNIVERSAL MOUNT SURELITES AS PLANS INDICATE X2 LIGHTOLIER LLNURW 120 LED FURNISHED 2 SURFACE EXIT SIGN, LED, DOUBLE LIGHTGUARD WALL / CEILING MOUNT W/ UNIT FACE UNIVERSAL MOUNT SURELITES AS PLANS INDICATE , , 0 0 ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING FLUORESCENT LIGHT FD(1URE SEE FIXTURE SCHEDULE FLUORESCENT LIGHT FIXTURE WITH A SELF- SEE FIXTURE SCHEDULE CONTAINED EMERGENCY BATTERY PACK O FLUORESCENT, INCANDESCENT OR SEE FIXTURE SCHEDULE HID L*WT FIXTURE FLUORESCENT, INCANDESCENT OR HID SEE FIXTURE SCHEDULE O LIGHT FIXTURE WITH A SELF-CONTAINED EMERGENCY BATTERY PACK FLUORESCENT, INCANDESCENT OR SEE FIXTURE SCHEDULE HID LIGHT FIXTURE FLUORESCENT, INCANDESCENT OR HID SEE FIXTURE SCHEDULE Lr44T FDCTURE WITH A SELF-CONTAINED OMEMENCY BATTERY PACK 11_� FLUORESCENT STRIP LIGHT FIXTURE SEE FIXTURE SCHEDULE FLUORESCENT STRIP LIGHT FIXTURE WITH A SEE FIXTURE SCHEDULE 1_� SELF-CONTAINED EMERGENCY BATTERY PACK ® EXIT LIGHT FIXTURE. (SHADED SEE FIXTURE SCHEDULE QUADRANT) INDICATES FACES) OF FIXTURES EXIT LIGHT FIXTURE. (SHADED SEE FIXTURE SCHEDULE QUADRANT) INDICATES FACE(S) OF FIXTURES LIGHT TRACK WITH L*HT FIXTURES SEE FIXTURE SCHEDULE I 01 CHANDELIER INCANDESCENT SEE FIXTURE SCHEDULE h EMERGENCY BATTERY PACK LIGHT SEE FIXTURE SCHEDULE FIXTURE q REMOTE EMERGENCY LIGHT HEAD SEE FIXTI RE SCHEDULE PARKING LOT OR ROADWAY LIGHT SEE FIXTURE SCHEDULE FIXTURE Q SIDEWALK BOLLARD LIGHT FIXTURE SEE FIXTURE SCHEDULE f� RJJORESCENT, INCANDESCENT OR HID SEE FIXTURE SCHEDULE ADJUSTABLE LIGHT FIXTURE PADDLE TYPE CEILING FAN SEE FIXTURE SCHEDULE ® EXHAUST FAN ICAL DRAWINGS SWITCH, SINGLE POLE (SUBSCRIPT 46' AFF TO CA. S a INDICATES CONTROLLING SWITCH) S 2 SWITCH, DOUBLE POLE 46' AFF TO GL S 3 SWITCH, THREE-UUAY 46' AFF TO C/L S 4 SWITCH, FOUR-WAY 46" ,AFF TO C/L S L SWITCH, LOW VOLTAGE 46" AFF TO C/L S D SWITCH, DIMMER 46' AFF TO C/L S F SWITCH, PAN 46' AFF TO C/L S K SWITCH, KEY OPERATED 46' AFF TO CA. S P SWITCH, WITH PILOT LK;HT 46" AFF TO CA. S T SWITCH, WITH TIMER 46, AFF TO C/L S IU SWITCH, MOTOR RATED 46" AFF TO C/L SS &AEEP CONTROL SWITCH, SEE DETAIL AND 46' AFF TO C/L SPECIFICATIONS FOR ADDITIONAL IFMUT04 20 AMP SINGLE RECEPTACLE 18" AFF TO C/L 20 AMP SINGLE RECEPTACLE FOR COORDINATE WITH EWC 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 6M1ADPLEX RECEPTACLE 10' AFF TO C/L 20 AMP GFCI DUPLEX RECEPTACLE 18' AFF TO CA. WP sly 20 AMP GFCI DUPLEX RECEPTACLE 18' AFF TO C/L WITH WEATHERPROOF COVER 20 AMP DUPLEX RECEPTACLE 18' AFF TO CA. (TOP HALF SWITCHED) IG 20 AMP ISOLATED GROUND DUPLEX 18" AFF TO CA. RECEPTACLE (ORANGE DEVICE) IG 0-- 20 AMP ISOLATED GROUND DUPLEX 44" AFF TO C/L OR RECEPTACLE (ORANGE DEVICE) AS NOTED IG 20 AMP ISOLATED GROUND DUPLEX 18" AFF TO C/L H RECEPTACLE (ORANGE DEVICE) AND 20 AMP. DUPLEX RECEPTACLE 20 AMP GFCI DUPLEX RECEPTACLE 44" AFF TO C/L OR AS NOTED 04 30 AMP, I PHASE, I25/15OV, 3P, 46' AFF TO C/L OR 3W (DRYER) AS NOTED ®0 COMBINATION MANIC 60' AFF TO TOP MOTOR STARTER TARTER SITE m0 MANUAL MOTOR STARTER TARTER SIZE 60" AFF TO TOP MOTOR CONNECTION AS NOTED Q S SHUNT -TRIP BUTTON N A KEYED 46' AFF TO C/L- OR LOCI( ENCLOSURE AS NOTED ® ELECTRIC DUCT HEATER SEE MECHANICAL DRAWINGS ® DOOR C14M 84" AFF TO C/L Ell DOORBELL PUSHBUTTON 46' AFF TO C/L Q THERMOSTAT SEE MECHANICAL DRAWINGS ❑M MOTORIZED DAMPER SEE MECHANICAL DRAWINGS TO TO KEYED NOTES PATELBOARD UNDER 250 VOLTS 12" AFF TO TOP ® PA A BOARD OVER 250 VOLTS 12' AFF TO TOP Q DRY TYPE TRANSFORMER SEE TRANSFORMER SCHEDULE 8 AUTOMATIC TRANSFER SWITCH 12' AFF TO TOP m GENERATOR REMOTE ANNUNCIATOR 60" AFF TO TOP GRAD PANEL GENERATOR SECURE TO CONCRETE SLAB USING SPRING; VIBRATION ISOLATORS q3 TIME SWITCH WALL MOUNTED ® CONTACTOR WALL MOUNTED ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTNG ---N� 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 SHOW. TWO CONDUCTORS PLUS GROUND REQUIRED (UNLESS OTHERWISE NOTED OR MARKED). BRANCH CIRCUIT WITH ISOLATED GROUND HOME RUN TO PAt ELBOARD --- BRANCH CIRCUIT CONDUIT CONCEALED N SLAB OR INDERGR01ND ---- BRANCH CIRCUIT CONDUIT EXPOSED —W— SURFACE MOUNTED DECORATIVE RACEWAY (Ea : WIREMOLD) —LV— LOW VOLTAGE WIRING INSTATED N CONDUIT —LS— LIFE SAFETY BRANCH CIRCUIT _C_ CRITICAL BRANCH CIRCUIT —EQ— EQUIPMENT BRANCH CIRCUIT —O CONDUIT RUN UP —� CONDUIT RUN DOWN �-� EQUIPMENT COMECTION USING FLEXIBLE CONDUIT SP PAGNGAMJSIC SPEAKER CEILING RECESSED SP PAGINGAIUSIC SPEAKER WALL MOUNTED, COORDINATE WITH ARCH. DUGS. QV VOLUME CONTROL SWITCH 46" AFF TO CA. C= COW CAMERA AS INDICATED ON DRAWINGS M❑ CCTV MONITOR SITTING ON COUNTER a DOOR CONTROL KEY PAD 46' AFF TO C/L SPECIAL PURPOSE RECEPTACLE AS INDICATED ON DRAWINGS O 20 AMP DUPLEX RECEPTACLE FLUSH WITH FINISHED INSTALLED IN FLOOR BOX FLOOR 20 AMP DUPLEX RECEPTACLE MOUNTED TO UNDER FLOOR DUCT 20 AMP DUPLEX RECEPTACLE MOUNTED FLUS14 WITH FOISTED GE LI F AMP CLOCK RECEPTACLE 6'-8" AFF TO C/L ® PLUGMOLD STRIP WITH RECEPTACLES SEE ARCHITECTURAL SPACED 12" ON CENTER (NORMAL INTERIOR ELEVATIONS AND EMERGENCY CIRCUITS ARE TO BE ALTERNATED UNLESS OTHERWISE NOTED ON DRAWINGS QJ OUTLET, JUNCTION OR PULL BOX AS NOTED SITE 3 DISCONNECT SWITCH 30 60" AFF TO TOP SITE 0i MAGNETIC MOTOR STARTER 60' AFF TO TOP STARTER SIZE FURNITURE SYSTEM POWER/ SUPPORTED TO BUILDING P C COMMUNICATION POLE FURNISHED STRUCTURE AT CEILING BY OTHERS AND FURNITURE SYSTEM ® OCCUPANCY SENSOR SEMI -FLUSH MOUNTED N THE CEILING TELEPHONE, TELEVISION AND COMPUTER LEGEND SYMBOL DESCRIPTION MOUNTING D 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 D TELEPHONE OUTLET FOR DESK MOUNTED TELEPHICNE IBM AFF TO C/L W TELEPHONE OUTLET FOR WALL MOUNTED TELEPHONE 46" AFF TO C/L C TELEPHONE OUTLET FOR COUNTER TOP SEE ARCHITECTURAL TELEPHONE INTERIOR ELEVATIONS ' P TELEPHONE OUTLET FOR PUBLIC PAY TELEPHONE 46" AFF TO C/L ® TELEPHONE OUTLET INSTALLED N FLUSH WITH FINISHED FLOOR BOX FLOOR ® COMPUTER OUTLET INSTALLED N FLUSH WITH FNISHED FLOOR BOX FLOOR ® TELEPHONE/DATA OUTLET INSTALLED N RUSH WITH FINISHED FLOOR BOX FLOOR TELEVISION OUTLET 10' AFF TO C/L UNLESS OTHERWISE INDICATED a D COMPUTER OUTLET FOR DESK MOUNTED 18' AFF TO CA. COMPUTER EQUIPMENT Q C COMPUTER OUTLET FOR COUNTER TOP SEE ARCHITECTURAL COMPUTER EQUIPMENT INTERIOR ELEVATIONS ® TELEPHONE TERMINAL BOARD 'TUB" WAIL MOUNTED T.T.B. m TELEPHONE TERMINAL CABINET 'TTO' 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 ELECTRICAL INDEX I El LEGEND AND LIGHTING FIXTURE SCHEDULE E2 DETAILS AND SPECIFICATIONS E3 DEMOLITION SECOND FLOOR PLAN - La4TING, POUTER AND COMM NICATICNS E4 RENOVATION SECOND FLOOR PLAN - LIGHTING E5 RENOVATION SECOND FLOOR FLAN - POWER AND COMMUNICATIONS E6 PANEL SCHEDULES AND LOAD CALCULATIONS E1 POWER DISTRIBUTION RISER DIAGRAM AND LIGHTING MANAGEMENT RISER DIAGRAM FIRE ALARM LEGEND SYMBOL DESCRIPTION MOUNTING Q MANUAL FULL STATION 46" AFF: TO C/L WORN C/L OF BOX SHALL MATCH VISUAL DEVICE BOX C/L FOR CONSISTENCY COMBINATION WORN/STROBE MOUNTED SUCH THAT THE Ir=i1V� SIGNALING DEVICE ENTIRE LENS 18 NOT LESS THAN SO" 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 ©o VISUAL SIGNALING DEVICE MOUNTED SUCH THAT THE ENTIRE LENS 18 NOT LESS THAN SO" AFF AND NO CLOSER THAN (p" 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 SPEAKER/STROBE MOUNTED SUCH THAT THE SIGNALING; DEVICE ENTIRE LENS 18 NOT LESS THAN 80" AFF AND NO CLOSER THAN 6" FROM THE FINISHED CEILING ���� oil MINI SPEAKER C/L OF BOX SHALL MATCH V VISUAL DEVICE BOX C/L FOR CONSISTENCY oil CHIME C/L OF BOX SHALL MATCH VISUAL DEVICE BOX C/L FOR CONSISTENCY COMBINATION CHIME/STROBE MOUNTED SUCH THAT THE LJV� SIGNALNG DEVICE ENTIRE LENS 18 NOT LESS; THAN 80" AFF AND NO CLOSER THAN 6" FROM THE FINISHED CEILING O DETECTOR PHOTOELECTRIC CEILING CEILING P TYPE 01 SMOKE DETECTOR IONIZATION TYPE CEILING OR SMOKE DETECTOR WITH AUXILIARY CEILING RELAY QOO D DUCT Y,R-RETURN MOUNTED O MECH. 8-SUPPL.Y DUCTWORC ® REMOTE ALARMGG INDICATMLIGHT AND CEILING TEST SWITCH FOR DUCT SMOKE DETECTOR C)R/F HEAT DETECTOR COMBINATION RATE- CEILING OF -RISE AND FIXED TEMPERATURE ©R/C HEAT DETECTOR RATE COMPENSATION CEILING C)F HEAT DETECTOR FIXED TEMPERATURE CEILING OR HEAT DETECTOR RATE OF RISE ONLY CEILING FIRE FIGHTERS TELEPHONE JACK 46" AFF TO C/L b ELECTROMAGNETIC DOOR HOLD 18" AFF TO TOP OPEN DEVICE ELEVATOR EMERGENCY LIGHT 46" AFF TO CIL FCP FIRE ALARM CONTROL PANEL 12" AFF TO TOP FSA FIRE SYSTEM ANNUNCIATOR 60" AFF TO TOP ® FIRE ALARM TRANSPONDER 12" AFF TO TOP OR TRANSMITTER ESR ELEVATOR STATUS/RECALL 12" AFF TO TOP FAC FIRE ALARM COMMUNICATOR 12" AFF TO TOP FIRE ALARM COMMUNICATOR 12" AFF TO TOP AC REMOTE ANNUNCIATOR HCP TALON CONTROL PANEL 12" AFF TO TOP ATC FIRE ALARM TERMINAL CABINET 12" AFF TO TOP NPS EE NOTIFICATION POWER SUPPLY AS INDICATED ON THE DRAWINGS FIRE ALARM SYSTEM CONDUIT REFER TO DRAWINGS — F — AND SPECIFICATIONS. ® SINGLE STATION SMOKE DETECTOR CEILING (RESIDENTIAL TYPE) 120 VAC WITH BATTERY BACKUP SINGLE STATION SMOKE DETECTOR WALL MOUNTED AT (RESIDENTIAL TYPE) 120 VAC WITH 10" BELOW FINISHED BATTERY BACKUP CEILING OR AS NOTED ® COMBINATICN SMOKE/HEAT DETECTOR CEILING FIRE SPRINKLER SYSTEM WATER MOUNT J8. ADJACENT v FLOW SWITCH TO SWITCH. FIRE SPRMKL.ER SYSTEM MOUNT J.B. ADJACENT -- --� PRESSURE SWITCH TO SWITCH. FIR: SPRINKLER SYSTEM MOUNT J.B. ADJACENT t--- --q TAMPER SWITCH TO SWITCH. ® AUXILIARY RELAY FOR FAN SHUTDOWN, WITHIN 3'-0" OF THE DAMPERS, ETC. STARTER GENERAL NOTES L AN EQUIPMENT GROUNDING; CONDUCTOR SHALL BE INSTATED N ALL ELECTRICAL RACEWAYS AND SHALL BE SIZED N ACCORDANCE WITH NEW. 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. 4. LEGEND SYMBOLS SHOWN WITH AN 'R' NEXT TO THE SYMBOL INDICATES EXISTING DEVICE RELOCATED. REVISIONS BY U U U C a� Y 00 .> C. b .� E W qu .� N Q CM S O C N 'u U • d O 00 o 3 Y 3 ti 3 o x x ti Lo N O� N c L, 00 N ti X. a ' oho � 0 z`� 0 �a O 0^Oi/� O 01 I C40 0 CAI ©14 0 ran E�ao .8 v n oo t,h-00 OO oo'S<'nm U W W v, a. a. N N OA �w 3 33 a m F • W W .�+ N N 01, o fal Z a m ti¢'fi � 0 U W o0 N L W QIN vUwFFC7 U_ Z_ L O J O L r , Ly QJ v L O �- _ J 04 •� U ILL. 'D V) i N •� 0 m LLJ :E L O s` 0 O L r Q E 0000 N C � M m Os J Date: 01. 19. 11 Scale: AS NOTED Project Mgr: SAT Drawn: W.G.H. Job: 10-65 Sheet E 1 Of 7 Sheets 0 N N a U o� 3 a N W N N U W J W N P O �s DETAILS LAY -IN -CEILING HANGER WIRE SUPPORTS FOR FRAMNG MEMBERS TO BUILDING STRUCTURE SHALL BE FURNISHED AND r - NSTALLED BY THE CEILNG STUB -OUT CONDUIT ABOVE CONTRACTOR LAY -IN CEILING. PROVIDE AN INSULATED THROAT TYPICAL FLUORESCENT CONNECTOR AT END OF CONDUIT. LAYN FIXTURE I 1" EMT EMPTY VOICE/ DATA CONDUIT. WALL 1 • • 4"X4"X1-1/2" DEEP JUNCTION BOX WITH PLASTER RING. O CROW TEES MAIN TEE FLOOR NOTES: 1. FIXTURE SUPPORTS SHALL BE IN ACCORDANCE WITH NEC ART. 410-16(c) AND AUTHORITY OF LOCAL JURISDICTION. (INCLUDING A.H.CA. IF APPLICABLE) LIGHT FIXTURES IN NON -RATED CEILINGS VOICE/DATA RACEWAY DETAIL N.T.B. N.T.B. I OR 2 HR FIRE OR SMOKE WALL. ACOUSTICAL SEALANT AROUND BOX PENETRATION. 4" SQUARE BOX NOTE: STUD MUST BE CONTINUOUS FROM 3" MINIMUM GYPBOARD TO GYPBOARD IF V-0" NOT OUTLET BOX SHALL BE FIVE - SIDED. METAL STUD RECEPTACLES, LIGHT FIXTURE, 00 3" MINIMUM TELEPHONE OR DATA JUNCTION BOX -• AS INDICATED ON FLOOR PLANS. ;�-•i , , THE METALLIC OUTLET BOX IS NOT REQUIRED TO BE 0000 FIVE-SIDED WITH 5/8" GYPBOARD PROVIDED THE FOLLOWING IS COMPLIED WITH: SEE ARCHITECTURAL EMT CONDUIT CONNECT PLANS FOR WALL I. ONE INDIVIDUAL OPENING DOES NOT EXCEED I6 GROUNDING LUGS OF CONSTRUCTION. RECEPTACLES 012 WIRE. SQUARE INCHES. PLAN VIEW 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 50XES DETAIL SACK TO 5AC:K ELECTRICAL OUTLETS DETAIL Nt.B. (FOR I OR 2-HOUR RATED PARTITIONS) N.TB. (FOR NON -RATED PARTITIONS) t ELECTRICAL SPECIFICATIONS 1 GENERAL 1.1 THE WORK REQUIRED IN THIS SECTION SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE N.E.C., NFPA 101, LOCAL AND STATE CODES AND REGULATIONS. 2 SCOPE 2.1 THE WORK UNDER THIS DIVISION SHALL INCLUDE THE FURNISHING OF ALL LABOR AND THE FURNISHINGS OF ALL CONDUCTORS, CONDUITS, WIRING, LIGHTING FIXTURES, AND ALL OTHER APPARATUS AND ACCESSORIES INDICATED, SPECIFIED OR REQUIRED FOR A COMPLETE POWER AND LIGHTING SYSTEM. 3 GENERAL REQUIREMENTS 3.1 THIS CONTRACTOR PRIOR TO SUBMITTING HIS BID, WILL BE HELD TO HAVE VISITED THE SITE OF THE WORK, TO HAVE EXAMINED THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS RELATIVE TO THE ENTIRE WORKt TO HAVE FAMILIARIZED HIMSELF WITH THE EXISTING CONDITIONS AND THE MANNER IS WHICH THEY WILL AFFECT HIS WORK, AS WELL AS THE RELATION OF HIS WORK TO THAT OF ALL OTHER TRADES. 4 MATERIALS AND WORKMANSHIP 4.1 ALL MATERIALS SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF I.E.E.E., NEMA AND THE UNDERWRITER'S LABORATORIES, INC., WHERE SUCH STANDARD HAS BEEN ESTABLISHED FOR THE PARTICULAR TYPE OF MATERIAL IN QUESTION. 42 ALL WORK SHALL BE DONE IN A WORKMANLIKE MANNER AND SHALL PRESENT A NEAT AND MECHANICAL APPEARANCE WHEN COMPLETED. 5 CODES, PERMITS, AND INSPECTIONS 5.1 THE INSTALLATION SHALL COMPLY WITH ALL LAWS IN EFFECT APPLYING TO ELECTRICAL INSTALLATIONS, THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND THE FLORIDA BUILDING CODE WITH AMENDMENTS. 52 ANY PERMITS REQUIRED SHALL BE OBTAINED. AFTER COMPLETION OF THE WORK, THE OWNER SHALL BE FURNISHED A CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES. 53 ALL PERMITS FOR INSTALLATION, INSPECTION, CONNECTIONS, ETC., SHALL BE TAKEN OUT AND PAID FOR BY THE ELECTRICAL CONTRACTOR AS A PART OF THE WORK UNDER THIS DIVISION OF THE SPECIFICATIONS. 6 DRAWINGS AND SCHEDULES 6.1 DRAWINGS: THE ELECTRICAL DRAWINGS AIRS PARTLY DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT AND EXTENT OF THE ELECTRICAL WORK, BUT EXACT LOCATION AND ARRANGEMENT OF PARTS SHALL BE DETERMINED AS THE WORK PROGRESSES t0 CONFORM IN THE BEST POSSIBLE MANNER, WITH THE SURROUNDINGS. 62 THE DRAWINGS ARE DESIGNED AS PER THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADVISE THE THE ARCHITECT OF ANY CONFLICTS BETWEEN THE NATIONAL ELECTRICAL CODE AND LOCAL CODES. FAILURE TO DO SO DOES NOT RELIEVE THE CONTRACTOR'S OBLIGATION UNDER THIS CONTRACT AND WORK REQUIRED TO COMPLY WITH THE APPLICABLE CODES SHALL BE INSTALLED AT NO ADDITIONAL COST. 1 DISCREPANCIES IN CASE OF ANY DIFFERENCE BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WHERE THE DRAWINGS AND SPECIFICATIONS ARE NOT CLEAR OR DEFINITE, THE SUBJECT SHALL BE REFERRED TO THE PROJECT ENGINEER FOR DECISION AND WRITTEN INSTRUCTIONS. 8 CONDUITS &I RIGID GALVANIZED STEEL CONDUIT SHALL BE USED FOR ALL EXPOSED AREAS WHERE SUBJECT TO SEVERE MECHANICAL INJURY AND ALL WIRING EXPOSED TO THE ELEMENTS. 82 ALL EXPOSED CONDUIT SHALL BE RUN PARALLEL WITH WALLS OR CEILINGS. 83 ALL CONDUITS CUT SHALL 15E REAMED TO REMOVE ANY SHARP EDGES THAT MAY DAMAGE THE WIRES TO BE PULLED IN. 8.4 BRANCH CIRCUIT WIRING RAN CONCEALED IN WALLS AND CEILINGS SHALL BE EMT CONDUIT OR MC CABLE. 85 BRANCH CIRCUIT WIRING IN PATIENT CARE AREAS (EXAM, AND INFUSION CENTER ROOMS) SHALL BE INSTALLED IN EMT CONDUIT OR HCF CABLE. 8.6 ALL WIRING UNDERGROUND OR IN THE SLAB SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT EXCEPT FOR PATIENT CARE AREAS SUCH AS EXAM ROOMS. 9 WIRE 9.1 ALL CONDUCTORS LOCATED IN CONDUIT SHALL BE COPPER WITH THHN OR THWN INSULATION. 10 OUTLET BOXES CEILING OUTLET BOXES SHALL BE FOUR INCH OCTAGON TYPE OF GALVANIZED STEEL WITH A MINIMUM DEPTH OF I - 1/2". OUTLET BOXES FOR SWITCHES OR WALL RECEPTACLE SHALL BE 4" SQUARE, OF GALVANIZED STEEL, WITH A MINIMUM DEPTH OF 1 1/2". TELEPHONE AND CABLE TELEVISION OUTLET BOXES SHALL BE 4 - 11/16" SQUARE. WALL SWITCHES SHALL GENERALLY BE MOUNTED 48" ABOVE THE FLOOR UNLESS OTHERWISE INDICATED ON DRAWINGS. OUTLET BOXES FOR EXPOSED WALL MOUNTING SHALL BE CAST METAL TYPE. 11 WIRING DEVICES 11.1 SWITCHES - 20 AMP, 120/211 VOLT RATING, SPECIFICATION GRADE, IVORY SWITCHES SHALL BE FLUSH QUIET TOGGLE TYPE. 112 WALL RECEPTACLES: DUPLEX RECEPTACLES SHALL BE FLUSH TYPE, 15 AMPERES, 125 VOLTS RATING, WITH PARALLEL SLOTS AND DOUBLE SIDE CONTACTS. RECEPTACLES SHALL BE SPECIFICATION GRADE, GROUNDING TYPE, AND IVORY IN COLOR 113 WALL PLATES SHALL BE IVORY BRAKELITE. 11.4 FLOOR BOXES: 1. FLOOR BOX - HUBBELL CATALOG NO. 54233 2. DUPLEX FLAP - HUBBELL CATALOG NO. S3825-8 3. COMMUNICATION COVER - HUBBELL CATALOG NO. 52425-8 IIAJ COORDINATE THE EXACT LOCATION OF FLOOR BOXES WITH THE ARCHITECT PRIOR TO ROUGH -IN. 12 SAFETY SWITCHES SAFETY SWITCHES SHALL BE GENERAL DUTY FUSIBLE TYPE OR NON -FUSIBLE TYPE AS INDICATED ON DRAWINGS. 13 LIGHTING FIXTURES LIGHTING FIXTURES SHALL BE FURNISHED AND INSTALLED COMPLETED IN ALL RESPECTS, INCLUDING LAMPS AS LISTED IN THE FIXTURE SCHEDULE ON THE DRAWINGS. ALL FIXTURES SHALL BE PROPERLY AND CAREFULLY SUPPORTED AND ALIGNED THIS CONTRACTOR SHALL FURNISH ALL NECESSARY SUPPORTS FOR FIXTURES. 14 MISCELLANEOUS EQUIPMENT WIRING THE ELECTRICAL CONTRACTOR SHALL CONNECT ALL EQUIPMENT FURNISHED BY OTHERS, AS INDICATED ON THE DRAWINGS. 15 TELEPHONE AND DATA RACEWAYS FURNISH AND INSTALL THE OUTLET BOXES FOR TELEPHONES, TELEVISIONS AND DATA LOCATIONS AS INDICATED ON THE DRAWINGS. 16 FIRE ALARM SYSTEM 16.1 THE FIRE ALARM SYSTEM IS EXISTING AND IS SPECKED AS MANUFACTURED BY EDWARDS SYSTEMS TECHNOLOGY FIELD VERIFY FIRE ALARM SYSTEM MANUFACTURER AND MODEL PRIOR TO BID. 162 THE EXISTING CONTROL PANEL IS LOCATED IN THE EXISTING MAIN ELECTRICAL ROOM. 163 INITIATION DEVICES (RELOCATE EXISTING DEVICES AS INDICATED ON DRAWINGS). 163.1 SMOKE DETECTORS - NEW DEVICES SHALL MATCH EXISTING BUILDING STANDARD. 1632 DUCT SMOKE DETECTORS - NEW DEVICES SHALL MATCH EXISTING BUILDING STANDARD. SMOKE DETECTOR NEW DEVICES SHALL MATCH EXISTING BUILDING STANDARD. INDICATOR LIGHT: NEW DEVICES SHALL MATCH EXISTING BUILDING STANDARD. LENGTHS AS REQUIRED. 1633 MANUAL PULL STATIONS - NEW DEVICES SHALL MATCH EXISTING BUILDING STANDARD. IrPA SIGNALING DEVICES (RELOCATE EXISTING DEVICES AS INDICATED ON DRAWINGS). 16.4.1 HORN/STROBE COMBINATION DEVICES - NEW DEVICES SHALL MATCH EXISTING BUILDING STANDARD. 16.42 STROBE DEVICES - NEW DEVICES SHALL MATCH EXISTING BUILDING STANDARD. 16.43 SYNCRONIZED MODULES - NEW DEVICES SHALL MATCH EXISTING BUILDING STANDARD. 165 FAN SHUTDOWN RELAYS 16B.1 FAN RELAY - NEW DEVICES SHALL MATCH EXISTING BUILDING STANDARD. 16.6 SIGNAL EXPANDERS - NEW DEVICES SHALL MATCH EXISTING BUILDING STANDARD. 16.1 THE FIRE ALARM INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-12 (NATIONAL FIRE ALARM CODE), NFPA 101 (SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES), STATE AND LOCAL CODES. 16.8 THE FIRE ALARM SYSTEM WIRING SHALL BE INSTALLED IN EMT CONDUIT. 16.S THE FIRE ALARM SYSTEM WIRING SHALL BE TYPE"FM" PER THE NEC ARTICLE 160. 16.10 ALL NEW AIR HANDLING SYSTEMS SHALL SHUTDOWN UPON ACTIVATION OF THE FIRE ALARM SYSTEM (GENERAL ALARM CONDITION). 11 TESTING AND DRAWINGS 11.1 ALL WIRING AND EQUIPMENT FURNISHED AND INSTALLED BY THIS CONTRACTOR SHALL BE COMPLETELY TESTED AND LEFT IN PERFECT WORKING ORDER 112 TYPEWRITTEN BRANCH CIRCUIT INDEXES SHALL BE INSTALLED IN ALL ELECTRICAL PANELS. 113 IDENTIFYING NAME PLATES WITH WHITE LETTERS ON A BLACK BACKGROUND SHALL BE INSTALLED ON ALL PANELBOARDS. 11.4 CHANGES IN THE LOCATIONS OF CONDUITS, CONNECTION OF CIRCUITS AND ANY OTHER DATA DIFFERENT FROM THE CONTRACT DRAWINGS SHALL BE NOTED BY THE CONTRACTOR ON A SET OF PRINTS TO BE FURNISHED BY AND RETURNED TO TIME PROJECT ENGINEER AFTER COMPLETION OF THE INSTALLATION. 18 GUARANTEE 18.1 ALL ELECTRICAL WORK DONE UNDER THIS CONTRACT SHALL BE GUARANTEED IN WRITING FOR ONE YEAR BY THE ELECTRICAL CONTRACTOR IS FINAL REVIEW IS.1 AT A TIME DESIGNATED BY THE ARCHITECT/ENGINEER, THE ENTIRE SYSTEM SHALL BE REVIEWED. THE CONTRACTOR SHALL BE PRESENT AT THIS REVIEW. k� REVISIONS BY 0 v y C L La Cu m . N Cl ch g �I Q E 00 o Y 3 ti 3 o z N � co ti ti N ti � o � a C W z,.Of>~ as C 0 W m O O 0 coo CQ �v W)00 8 p V D\ 00 D 00 oo��U W W n n d �w E~ C4 • w W � N O u •3 N W 0or M [il zM a H W ¢00U W FFC7 U Z O J O L U LL 0 y- Z L. o v .F. J N 3 CTO :3 N 4- LL_ V m 0 �. 0 0 s m Q N E 0 :3 1`0 � N O� rY J Date: 01. 19. 11 Scale: AS NOTED Project Mgr: SAT Drawn: W.G.H. Job: 10-65 Sheet E2 Of 7 Sheets GENERAL D E1 IOL I T I ON NOTE: KEYED NOTES I. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING O EXISTING ELECTRICAL PANEL "N" SHALL BE RELOCATED. REFER TO ALL ELECTRICAL DEVICES THAT ARE PART OF THE RENOVATION THE POWER RENOVATION FLOOR PLAN FOR NEW LOCATION. ALL CONTRACT, INCLUDING LIGHTING FIXTURES, RECEPTACLES, VOICE/DATA EXISTING BRANCH CIRCUITS FED FROM PANEL "N" THAT ARE TO OUTLETS AND ALL ASSOCIATED WIRING AND CONDUIT BACK TO POINT OF REMAIN SHALL BE INTERCEPTED ABOVE CEILING, SPLICED AND CONNECTION. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE EXTENDED TO NEW PANEL LOCATION. INSTALL SPLICE BOX ABOVE FOR DETERMINING THAT ALL EXISTING ELECTRICAL DEVICES THAT ARE ACCESSIBLE CEILING. SIZE PER N.E.G. ARTICLE 314. ELECTRICAL TO REMAIN SHALL BE FIELD INSPECTED AND REPLACED WITH A NEW IF CONTRACTOR SHALL BE RESPONSIBLE FOR TRACING AND IDENTIFYING ELECTRICAL DEVICE DOES NOT MEET ELECTRICAL CODE. REFER TO ALL EXISTING CIRCUITS THAT ARE TO REMAIN AND LABEL ON PANEL INDEX. POVIDE A NEW ENGRAVED LABEL FOR PANEL "N". (MATCH ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING BUILDING STANDARD). O EXISTING ELECTRICAL PANEL "M" SHALL BE RELOCATED. REFER TO THE POWER RENOVATION FLOOR PLAN FOR NEW LOCATION. ALL EXISTING BRANCH CIRCUITS FED FROM PANEL "M" THAT ARE TO REMAIN SHALL BE INTERCEPTED ABOVE CEILING, SPLICED AND EXTENDED TO NEW PANEL LOCATION. INSTALL SPLICE BOX ABOVE ACCESSIBLE CEILING. SIZE PER NE.C. ARTICLE 314. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR TRACING AND IDENTIFYING ALL EXISTING CIRCUITS THAT ARE TO REMAIN AND LABEL ON PANEL INDEX. O EXISTING WALL MOUNTED EMERGENCY LIGHT FIXTURE SHALL REMAIN. ® EXISTING FIRE ALARM MANUAL PULL STATION SHALL REMAIN. O EXISTING FIRE ALARM COMBINATION HORN/STROBE AND MANUAL PULL STATION SHALL REMAIN. O EXISTING FIRE ALARM COMBINATION HORN/STROBE SHALL BE RELOCATED. EXTEND ALL WIRING AND CONDUIT TO NEW LOCATION AS REQUIRED. REFER TO THE POWER AND COMMUNICATIONS FLOOR PLAN FOR NEW LOCATION. O EXISTING FIRE ALARM SMOKE DETECTOR SHALL REMAIN. ® EXISTING FIRE ALARM SMOKE DETECTOR SHALL BE REMOVED. REMOVE ALL ASSOCIATED WIRING AND CONDUIT AS REQUIRED. I EXIST. PANEL "N" L 2 EXIST. PANEL L Li 'M• ---0 e 4 • 3 C) L 3 i I i i 101 EXISTINn i DEMOLITION FLOOR PLAN - LIGHTING, POWER AND COMMUNICATIONS SCALE: 3/16" = 1'-0" REVISIONS BY i �--� E � c U vi V ► ` L U �� ro 00 c Cn U ro U 7 x E N E U Cn u CDa N ro CDV •QO Q s > N 3 o Z ►---� r v Cl LO U3 ti N ti 1 U U 1 0 0. A U W x Q E- 0 E- L) W z W U x 4" C 0 0 0 iz: i:�� 3 J �i W "tiY W z .V. N x � L N U � u ¢ W s s N _y 'U U_ Z_ O J O u- Q) O L v v Z v J cv v •� � v o (/) 0 p � L` I U -o - D ( = p V) -y V) m W rn -C L O 0 0�-� .� Q o c p E m IV — : M � O O .J LL- Date: 01. 19. 11 Scale: AS NOTED Project Mgr: SAT Drawn: W.G.H. Job: 10-65 Sheet E3 Of 7 Sheets 0 0 e GENERAL NOTES KEYED NOTES I. COORDINATE FINAL LOCATION OF ALL CEILMCs MOUNTED LIGHT 0 AUTOMATIC LIC-ITING CONTROL SWITCH PERMITS LOCAL CONTROL FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLANS. AND OVERRIDE OF LIGHTING MANAGEMENT SYSTEM DURING AFTER HOURS. REFER TO LIGHTING MANAGEMENT RISER DIAGRAM FOR 2. ALL LIGHT FIXTURES LOCATED IN NEW TENANT SPACE TO BE SYSTEM REQUIREMENTS. CONTROLLED THROUGH COMBINATION OF LIGHTING MANAGEMENT PANEL "LM-I" AND OCCUPANCY SENSORS. O2 TYPICAL EXAM ROOM LIGHTING CONTROL TO INCLUDE TWO (2) LIGHTING MANAGEMENT SYSTEM AUTOMATIC CONTROL SWITCHES. ONE 3. CONTRACTOR SHALL PROVIDE AN UNSWITCHED CIRCUIT CONDUCTOR SWITCH SHALL SERVE AS CONTROL FOR GENERAL ROOM ILLUMI- TO ALL LIGHT FIXTURES DESIGNATED WITH BATTERY BACK-UP AND NATION. THE REMAINING SWITCH SHALL SERVE AS CONTROL FOR ALL EXIT SIGNS. EXAM ROOM "EXAM" LEVEL ILLUMINATION. FURNISH EAC 4 SWITCH WITH ENGRAVED COVERPLATES. ONE SHALL READ GENERAL THE OTHER TO BEAD "EXAM". REFER TO LIGHTING MANAGEMENT RISER DIAGRAM. O3 LIGHTING MANAGEMENT PANEL "LM-I" REFER TO LIGHTING MANAGEMENT RISER DIAGRAM. ® OCCUPANCY SENSOR, WALLMOUNTED. REFER TO LIGHTING MANAGEMENT RISER DIAGRAM. 01 FLOOR PLAN - LIGHTING SCALE: 3/I6" ■ V-0" ,k REVISIONS BY E • U vi U O U L L 00 > t.0 V • V Y U W I Q O p L N co � U N N E LJ O N 0. c a U L N Q E, Q rn;0- o ' 3 Y 3 ti 3 x ocd w La- A ti N N c ti ti ti N ti O O 1 � O�O�+a G raa� � a Av�r� o�� o o o WO CQ r-W) E�cy,o U 8 ° °n 00 U Q f+l f�1 oo�UWW eq eq d eq eq to �w a F- • W 2 w N o m Gcl zM a O c !zl c ct a C �� p LL V > ti Q W � O ~ d214 W o0 w Nny W QvUWE-�C7 U_ Z 0 — J o L v } J cv •� v- N O � � m ._ V) i m LJJ .0 L O j. O p T t N .m Q � C 3 M � m O= m J L L_ Date: 01. 19. 11 Scale: AS NOTED Project Mgr: SAT Drawn: W.G.H. Job: 10-65 Sheet E4 Of 7 Sheets ' I 'i �I CLOSET -- 21 -211 121 - v EXAM 21 RCP-1 i 128 2 L lu - 15/75cd ©o j -WP a -29 - � 29 15/75cd ©o J p� 29ii' O EXAM 129 ---29 29 C� D 15/75cd RH 9 15/75cd 0° I I' 131 I � I I - D �- EXISTI DSTAIR I I i i I OFFICE -' 134 �----------- , II I I I 15 j 9 `D - �J u t t 5 I /EXAM yv EXAM 21' �' nb �- v125 125 y�3 v> STATI tit I 25 D 1124 - �,i -. -J 15/75cd - 15/75cd 2�I D F�15/75 25� -�I 25 NI-1,9 % l 15/75cd N-25 2� 29 i C J L-/' 6 oo 4 t5/75cd, - J EXAM 6 ) 133 q -- 6 I E I 15/75cd J 4 2 D D� qD _ 2 I i VD� 4'4 Dd11QD 2 MEDICAL ASSISTANTS - — 141 I I I % l JI - I 15/75cd r CORRIDOR 139 ------ -- 26 1 2411 22 ia'� H 22 cI F -_- j OFFICE F -- --- OFFICE \ EXAM` EXA1�T \\ EXAM \\ XAM\ I 8 ' 24 122 v`l21 v vV19 A 122 `118 v 117 v EXAM v< 2fa > 221 > 161 116 2m _ t , I I .\ 2020� ! - 15/75cd 15/75cd - 15/75cd - - 15/75cd - - 15/75cd 24 -- - - --- - — I ----- - J _-- , L� - T- J GORRID 01 N-16,18,20 N-31�3,35 BIOMED r 114 N-22,24,26 15/75cd /' SHAZARD 8 -, 10 15/75cd 31 I - - I A ELEi - - _ EXIST. 3 331 I 35 - 5/75cd - - - - - - PANEL 15/75cd ; .,I F .M. 31 WORK AREA I TOILET _ _ �" _ - - — - \ EXIST. i 31 _ 103 _ `,._ j D� _ MIXING ROOM DRUG PANEL 39 III 112 /8 \\ 143 / SAMPLE I 15/75c o n 'N' T.T.B. I L -REF.- \\ TOILET' 32 i PANEL NEW -------- b ----- - ------ I- Ili ` % L- r r---� I \ J o - - \ 14g / - w w w w to 35 -- -2,4�o-- i \\`-!R u I 'Ni- AL II D 33 33 - I - --- - --r- 5/75cd 32 31 DD 3'1 ` N-8,10,12,14 !� 10 �-�--------1�1� -15---15------- - - --- 3i CORRIDOR �,-- / 41 R 1m5 ,36 -- - - - --- 32,349,21,2 15/75cd N 1 OFFICE' µSUPP OILET \i i i LIES D - \` COPIER _I H \ I I P 45%7�scd T-- i 14ta 102 CEPTION 41 r - --- -- r= - 8 I I i0 `y i0 I I I l i l I INFUSION 2 CENTER III , 14 14 0 30cd QE REF. v _— ------ FAX ��� O I I i19-,12"It2 \15/75cd $ T3 s a 1 o i r f c 3 3��==� 1 % _A. _ _�, 15/75cd EXAM - -{ / 0 15/75cd D� ,X' 3 D� li -- -, - ram- 1 3 nT -�D =;i �- Dpf .- TOILET �ti jl 1 +wv+ SHAD OFFICE LSD -------------- ---- -- 0 0 EXISTING— , , 1 o I � I �r i STAIR � Ewc Evrc I � o 15/75cd 34 34 L--- TOILET 34 I N1-810 � V -28,30 I � --- — 1 I / T- I N-13,15,11 I_ _ 13� _ 15/75cd COFFEE 2 MAKER - ELEVATOR �� E WAITING BREAKROOM -I - J ) , \ \ l9 15/75cd I{IITOI ET ' R i v / I REF. ��-,�-�7Jy,' ' �` /( ( 'i---� L-__---_�---� �L--��.,j L-- -ir -,T \-\._ _._' / �W `t/�/�.= ��\ \i ;.! -� lip DRUG 15 5cd- o GAR II i I DI 0 REF. STORAfsE ^ \ SUPPLIES- ----- I I I RE I I I F. 132 32 --- - ----- 19��_- �, - - --- - ---- -NI 1- 1- J i J, t REVISIONS BY 0 � U vi U U � U t, cC U 00 >> 10 U_ M V LU., Lc. b0 Ao 'O O O U o U E W p., Ch U C) U • ro Q C > ¢ ¢ r- 'O °'c > N 3 ti o x Ca ti v � r_ Cn ao ti ti N t` N a 1 � 1 U, o w Aa o0m 0 0� o. o � 4� �vv�i 000 o ga,00�o en o M �vaaW nun • W 44 w RN U N o� W zM a 0 ? 00 o0 WaCa7, � ¢ v U W F-01 U Z L O J O LL. m O L J N •L (/1 O U }� T0I V � W w •_ N -Y to � L m L O O Q .- r Q a 0 } E co N m O s J L- Date: 01. 19. 11 Scale: AS NOTED Project Mgr: SAT Drawn: W.G.H. Job: 10-65 Sheet E 5 1 Of 7 Sheets NO. SERVING WIRE LOAD SRCR A B 1 C 15WR LOAD WIRE SERVING NO, 1 SPARE 20 • SPARE 2 20 3 SPARE 20 • 20 SPARE 4 5 SPARE 20 0 20 SPARE 6 1 SPARE 20 • 20 SPARE 8 9 SPARE 20 • 20 SPARE 10 11 SPARE 20 • 20 SPARE 12 13 SPARE 20 • 20 SPARE 14 15 SPARE 20 • 20 SPARE I(o 11 SPARE 20 • 13P 24.0 10 EXISTING VH-1,2,3 18 19 SPARE 20 • 30 24.0 10 20 21 SPARE 20 • 24.0 10 22 23 EX15TING TERMINAL BOXES 8 40.0 3P • 20 SPARE 24 25 8 40.0 50 • 3P 28.0 10 EXISTING TERMINAL BOXES 2(o 21 8 40.0 . 0 35 28.0 10 26 29 EXISTING TERMINAL BOXES 6 48.3 3P • 28.0 10 30 31 (0 453 ro0 • 20 SPARE 32 33 413.3 • 20 SPARE 34 35 SPARE 20 • 20 SPARE 3(0 31 SPARE 20 • 38 30 39 EX16TING FMC - SIGN 10 24.0 30 • 40 20 41 SPARE 30 • 30 SPARE 42 A (b B 0 G 0 EXISTING PANEL M MAIN: 225 AMPS ❑M.CB. ■MLA. ❑FUSIBLE SWITCH MANUF.: SQUARE D TYPE: E2 BUS: ■ COPPER ❑ ALUMINUM LOCATION: ELECTRICAL ROOM "110" NEMA: ENCLOSURE: ■ TYPE 1 ❑ TYPE 3R ❑ OTHER VOLTAGE: 120/208V , 3 PHASE. 4 WIRE TRIM: ❑ SURFACE ■ FLUSH FEED FROM: ❑ TOP ❑ BOTTOM AIC RATING 10000 ❑ (FULLY RATED) NOTE: PROVIDE CIRCUIT BREAKER HANDLE TIES TO SIMULTANEAOUSLY DISCONNECT ALL ASSOCIATED UNGROUNDED CONDUCTORS SUPPLYING MULTIWIRE (SHARED NEUTRAL) BRANCH CIRCUITS PER THE N.E.G. 210.4. EXISTING PANEL "i" I" LOAD CALCULATION LOAD DESCRIPTION DEMAND FACTOR TOTALS EXISTING LARGEST MOTOR 1,332 VA x 025 - 333 VA EXISTING MISC. EQUIPMENT (SIGN) 2080 VA x 125 ■ 31b00 VA EXISTING AIR CONDITIONING/ HEATING 50,508 VA x 1.00 : 50,508 VA GRAND TOTAL ■ 54,441 VA 1 54,441 VA 151 AMPS 360 BUILDING LOAD CALCULATIONS LOAD DESCRIPTION DEMAND FACTOR : TOTALS A. EXISTING LOADS: THE LARGEST LOAD RECORDED BY FLORIDA POWER CORPORATION IN THE LAST TWELVE MONTHS WAS 188 KW IN AUGUST 2010. 188000 VA x 125 (NEC ARTICLE 220 - 35) ■ 235A;00 VA B. NEW LOADS: LIGHTING 6,208 VA x.125 1,160 VA RECEPTACLES 31332 VA - IST 10,000 VA * 100% ■ 100W VA REM. 21332 VA • 50% . 10,666 VA FANS 404 VA x I.mm ■ 404 VA MISC. EQUIPMENT 8,232 VA x 1.00 ■ 8,232 VA LARGEST MOTOR (GARBAGE DISPOSAL) 1,152 VA x 025 - 266 VA WATER HEATER (6.0 KW) 6A�00 VA x 1.00 ■ 6000 VA GRAND TOTAL - 43328 VA C. TOTALS: EXISTING LOADS 235000 VA NEW LOADS 43328 VA GRAND TOTAL - 218328 VA I ■ 218328 VA a 113 AMPS 360 C) N N W d� 3 CD W CV r- N V 0 W J W N r- 0 N LL NO. SERVING WIRE LOAD 5RKR A 5 C 5RKR 13FD LOAD WIRE 5ERVING NO. 1 NEW LIGHTING - 115-126 12 144 20 • 40.0 8 EX15TING EAST AIR 2 3 NEW LKsI- Ws, EF-5,61 - IM-113 12 9.1 20 • 50 40.05 TERMINAL 4 5 NEW LICsHTNG, EF-23,4 - 101-103, IIOJ42-146 12 8.9 20 • 40.0 8 (o 1 NEW LIGHTNG - 104,105,114,132,139 12 8.9 20 • 20 SO 12 NEW RECEPTACLES - III 8 9 NEW LICsI-CiNG, -1 - 121-129,131, 133438 12 13.2 20 • 20 SO 12 NEW RECEPTACLES - 111 10 11 NEW LICvl4TING MANAGER "LMI" 12 10 20 • 20 1.0 12 NEW RECEPT'S., REF. - 111 12 13 NEW COFFEE MAKER - 109 12 12B 20 • 20 9.0 12 NEW RECEPTACLES - 111 14 15 NEW DISHWASHER - 109 12 10.0 20 • 20 9.0 12 NEW RECEPTACLES - 111,118,119 16 11 NEW MICROWAVE - 109 12 12Z 20 • 20 9.0 12 NEW RECEPTACLES - 116,111 18 19 NEW RECEPTACLES - 101 12 IS 20 10 20 50 12 NEW RECEPTACLES - 115,116 20 21 NEW RECEPTACLES - 108 12 15 20 01 20 9.0 12 NEW RECEPTACLES - 119,121 22 23 NEW RECEPT'S., REF. - 109 12 1.0 20 • 20 5LO 12 NEW RECEPTACLES - 121,122 24 25 NEW RECEPTACLES - 124-126 12 9.0 20 • 20 9.0 12 NEW RECEPTACLES - 123,124 26 21 NEW RECEPT'8„RCP-1 - 126-128 12 13.6 20 • 20 4.0 12 NEW REF. - 106 28 29 NEW RECEPTACLES - 128,129 12 9.O 20 • 20 4.0 12 NEW REF. - 106 30 31 NEW RECEPTACLES - 103,114 12 15 20 • 20 S.0 12 NEW RECEPT'S. - 101,102,141 32 33 NEW RECEPTACLES - 103 12 SO 20 • 20 1.5 12 NEW RECEPTACLES - 101,102 34 35 NEW RECEPTACLES - 112 12 45 20 • 20 15 12 NEW RECEPTACLES - 101,im2,106 36 31 NEW RECEPTACLES - 102, 110 12 1.5 20 • 3P 50.0 3 NEW PANEL "NI" 38 39 NEW T.T.B. - 110 12 6.0 20 • 100 50.03 40 41 NEW COPIER FAX - 102 12 =10.020 • . 50,013 1. 42 A (b B G 0 EXISTING PANEL N MAIN: 225 AMP$ ❑MCB. ■MLA. ❑FUSIBLE SWITCH MANUF.: SQUARE D TYPE: NO BUS: ■COPPER ❑ALUMINUM LOCATION: ELECTRICAL ROOM "110" NEMA: ENCLOSURE: ■ TYPE 1 ❑ TYPE 3R ❑ OTHER VOLTAGE: 120/208V.3 PHASE. 4 WIRE TRIM: ❑ SURFACE ■ FLUSH FEED FROM: ❑ TOP ❑ BOTTOM AIC RATING 10000 ❑ (FULLY RATED) NOTE: PROVIDE CIRCUIT BREAKER HANDLE TIES TO SIMULTANEAOUSLY DISCONNECT ALL ASSOCIATED UNGROUNDED CONDUCTORS SUPPLYING MULTIWIRE (SHARED NEUTRAL) BRANCH CIRCUITS PER THE N.E.C. 210.4. * PROVIDE A NEW 20 AMP., 1 POLE CIRCUIT BREAKER MATCH EXISTING TYPE. * �C PROVIDE A NEW 100 AMP., 3 POLE CIRCUIT BREAKER MATCH EXISTING TYPE. NOTE: PROVIDE AN ENGRAVED NAMEPLATE "N 120/208V FED FROM MOP". MATCH EXISTING BUILDING STANDARD. EXISTING PANEL "N" LOAD CALCULATION LOAD DESCRIPTION DEMAND FACTOR TOTALS NEW LIGHTNG 6,208 VA x 125 ■ 1,160 VA NEW RECEPTACLES 31,332 VA - IST 10000 VA 0 100% 10000 VA REM. 21332 VA * 50% ■ 10,666 VA NEW FANS 404 VA x 1D0 ■ 404 VA NEW WATER HEATER (6.0 KW) 61000 VA x 1.00 ■ 6000 VA NEW LARGEST MOTOR (GARBAGE DISPOSAL) 1,152 VA x 025 - 288 VA NEW MISC. EQUIPMENT 8,232 VA x I.W - 8,232 VA EXISTING AIR CONDITIONING/ HEATING 14,400 VA x 100 ■ 14,400 VA GRAND TOTAL ■ 51,150 VA 1 ■ 51,150 VA ■ 160 AMPS 360 NO. SERVING WIRE LOAD 5WR A 113 1 G IM<R LOAD I WIRE SERVING NO. 1 NEW RECEPTACLE - 131,135 12 SO 20 • 20 9.0 12 NEW RECEPTACLES - 141 2 3 NEW RECEPTACLE - 136,131,139 12 9.0 20 • 20 90 12 NEW RECEPTACLES - 141 4 5 NEW RECEPTACLE - 134,136 12 13.0 20 • 20 9.0 12 NEW RECEPTACLES - 133,141 6 1 NEW RSCEPTACLE - 136,1310S 12 1.5 20 • 20 4.0 12 NEW EWC'S - 101 8 9 NEW RECEPTACLE - 131 12 15 20 • 20 10 12 NEW RECEPT'S., REF.-114,139,144 10 11 SPARE - - 20 10,20 - - SPARE 12 13 NEW GARBAGE DISPOSAL - 109 12 9b 20 • 1 2P 28.8 8 NEW EWH-1 (6.0 KW) 14 15 NEW RECEPTACLES - 102 12 2.0 20 • 40 28B 8 16 11 NEW RECEPTACLES - 111 12 I5 20 • 20 - - SPARE 18 19 SPARE - - 20 • 20 - - SPARE 20 21 SPARE - - 20 01 120 - - SPARE 22 23 SPARE - - 20 • 20 - - SPARE 24 25 • 26 21 • 28 29 • 30 31 • 32 33 • 34 35 • 36 31 • 38 39 • 40 41 • 42 A 0 B NEW PANEL Ni MAIN:125AMPS ❑M.CB. SML.O. ❑FUSIBLE SWITCH MANUF.: � D TYPE: NaoD BUS: NcoPPER ❑ALUMNUM LOCATION: Ei ECIMCAL ROOM "110" NEMA: ENCLOSURE: ■TYPE 1 ❑ TYPE 3R ❑OTHER VOLTAGE: 120/208V 3 PHASE, 4 WINE TRIM: ❑ SURFACE 0 FLUSH FEED FROM: ❑ TOP ❑ BOTTOM AIC RATMG 109MO ■ (FULLY RATED) NOTE: PROVIDE CIRCUIT BREAKER HANDLE TIES TO SIMULTANEAOUSLY DISCONNECT ALL ASSOCIATED UNGROUNDED CONDUCTORS SUPPLYING MULTIWIRE (SHARED NEUTRAL) BRANCH CIRCUITS PER THE N.E.C. 210.4. NEW PANEL "Ni" LOAD CALCULATION LOAD DESCRIPTION DEMAND FACTOR TOTALS NEW RECEPTACLES 10060 VA - IST 10AWO vA ® 100% - 10000 VA REM. 860 VA a 50% ■ 430 VA NEW WATER HEATER (6.0 KW) 6000 VA x 1.00 ■ 6000 VA NEW LARGEST MOTOR (GARBAGE DISPOSAL) 1,152 VA x 025 ■ 288 VA NEW MISC. EQUIPMENT 1,152 VA x 100 ■ IJ52 VA GRAND TOTAL 11,810 VA 1 ■ VA ■ 50 AMPS 360 \k REVISIONS BY E � U U U I N 2 A U � W b 0 �xE� W u Eco > E 0 x 3 o Z A ti U N \ M ti ti N ti U L 1 a �Oa 0 ., UO dQ MA.� IMI 00Cn a� o O� o rn 0 CQ 0 r ^ EvW)000 o a �2 U m00C U < m m in U W W �g as �Cq a �w a F v� • W W � N N 00 �Cq c rn W z W ~ c a 0 0 �¢"Tu W 0 U_ Z O J O i %#- = v v 3 J N O N O U_ } ``' I O m N vi Wm W >; :E L. 0 >. s 0 0LO C 0 E 0000 N � � M m O J LL- Date: 01. 19. 11 Scale: AS NOTED Project Mgr: SAT Drawn: W.G.H. Job: 10-65 Sheet E6 Of 7 Sheets LICsI-ITIh1Cs MANAGEMENT RISER DIAGRAM KEYED NOTES: OI LIGHTING MANAGEMENT PANEL "LMl", 8 RELAY WITH INTEGRAL NETWORK cLocKm4RoGRAmmER, 120VAC. WATTSTOPPER CATALOG NO. LPSS-115 O2 INTELLIGENT AUTOMATIC CONTROL SWITCH, WATTSTOPPER CATALOG NO. AS-100-W. (TYPICAL). O3 OCCUPANCY WALL SWITCH SENSOR, PASSIVE INFRARED, WITH SWITCH OVERRIDE. WATTSTOPPER CATALOG NO. WS-200-W. (TYPICAL). FMC - RHEUMATOLOGY ELECTRICAL ROOM 110" TO PAl "N" CK SECOND FLOOR LIGHTING MANAGEMENT RISER DIAGRAM_ N.T.S. POWER 1DI5TRBUTION R15ER DIAGRAM KE*'ED NOTES: O EXISTING UNDERGROUND PRIMARY ELECTRICAL SERVICE BY PROGRESS ENERGY. O EXISTING PAD MOUNTED TRANSFORMER BY PROGRESS ENERGY. SECONDARY VOLTAGE IS 120/208V., 3 PHASE, 4 WIRE. 0 EXISTING CURRENT TRANSFORMER WIRING. ® EXISTING ELECTRIC METER O EXISTING 1,600 AMP., 3 PHASE SECONDARY SERVICE LATERAL. © EXISTING 1600 AMP., SECTION NO. 1 SWITCHBOARD, WITH A 1,600 AMP., 3 POLE, 240VAC MAN CIRCUIT BREAKER O EXISTING 1600 AMP., SECTION NO. 2 SWITCHBOARD (C/T SECTION). ® EXISTING SERVICE GROUNDING ELECTRODE CONDUCTOR O9 EXISTING SERVICE GROUNDING ELECTRODE SYSTEM (GROUND ROD). 10 EXISTING 100AMP., 3 POLE, 240VAC SQUARE D CIRCUIT BREAKER (POWERPACT fDA34100). SERVING EXISTING PANEL "M" LOCATED ON SECOND FLOOR SHALL BE REPLACED WITH A NEW 200AMP., 3 POLE CIRCUIT BREAKER MATCH EXISTING TYPE. 11 EXISTING 200AMP., 3 POLE, 240VAC SQUARE D CIRCUIT BREAKER (POWERPACT OJOA36200). SERVING EXISTING PANEL "N" LOCATED ON SECOND FLOOR PROVIDE NEW ENGRAVED NAME PLATE "M PANEL". MATCH EXISTING BUILDING STANDARD. 12 EXISTING 200AMP., 3 PHASE FEEDER 13 EXISTING 100AMP., 3 PHASE FEEDER - 401 THWN CU, AND 10 6 THWN CU. EQUIPMENT GROUND IN A 1-1/2" CONDUIT SHALL BE REMOVED. 14 EXISTING 200AMP., 3 PHASE FEEDER - 30 3/0 THWN CU, 1« 1/0 THWN CU. NEUTRAL AND I« 6 THWN CU. EQUIPMENT GROUND IN A 2" CONDUIT. 15 PROVIDE AND INSTALL NEW SPLICE BOX ABOVE ACCESSIBLE CEILING. SIZE PER N.E.C. ARTICLE 314. 16 PROVIDE A NEW 200AMP., 3 PHASE FEEDER - 40 3/0 THWN CU, AND 10 6 THWN CU. EQUIPMENT GROUND IN A NEW 2" CONDUIT. (APPROXIMATE LENGTH 216'-019 li NEW 200AMP., 3 PHASE FEEDER - 3" 3/0 THWN CU, 10 1/0 THIN CU. NEUTRAL AND IN 6 THM CU. EQUIPMENT GROUND IN A 2" CONDUIT. T ONE 04 THWN CU BUILDING CONDUCTOR N A 3/4" CONDUIT TO THE EXISTING SERVICE GROUNDING ELECTRODE SYSTEM (GROUND ROD). 19 4' X 4' X 3/4" FIRE RETARDANT PLYWOOD TELEPHONE TERMINAL BOARD. PAINT THE TERMINAL BOARD WITH ONE COAT OF PRIMER AND TWO COATS OF GRAY PAINT. ® PROVIDE A NEW 100 AMP., 3 PHASE FEEDER - 4 03 THWN CU. AND 1 08 THWN CU. EQUIPMENT GROUND IN A 1-1/4" CONDUIT. 21 PROVIDE A NEW 100 AMP., 3 PHASE FEEDER - 4 03 THWN CU. AND 1 08 THWN CU. EQUIPMENT GROUND IN A 1-1/4" 22 REMOVE EXISTING 200AMP., 3 PHASE FEEDER - 3" 3/0 THWN CU, 10 1/0 THWN CU. NEUTRAL AND 1- 6 THWN Cu. EQUIPMENT GROUND IN A 2" CONDUIT. EXISTING TENANT SPACE 0 FMC - RHEUMATOLOGY ELECTRICAL ROOM 910" POWER DISTRIBUTION RISER DIAGRAM. N.T.S. REVISIONS BY E O U U N > Y (V� E �---� o p m �= E U N G a C', �I ¢ ¢ C, o 3 3 ti 3 o z X ./ u tiLo N N LO M r` 00 ti N ti U 14Oria 6U07 pa 60 a 94 as 00v]r 0 Cq ©1M 0 t o�W)00 �a,�� O U O 'n m U Q M M 0 0 in 0 W W N N to rw a v Ln . w Q aU+ N N 00 L�0 o m W z ,,, a o �15 0 o a� �Qw � o 5 N a� WU 3 QvU W W FC7 V_ Z L — O J O U '� o v = 3 } J N v- o oU 4-LL. .— N v>t 3 m LLJ L O 0 0 -C •- t In a m Q 00 N C 0 E 00 � M m 0 J LA - Date: 01. 19. 11 Scale: AS NOTED Project Mgr: SAT Drawn: W.G.H. Job: 10-65 Sheet E7 Of 7 Sheets