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Home My WebLink About38021 Market Square (2)b, 38021 MARKET SQUARE 91 MAlk Pt U0 ALL W'oi,,K SHALL --- co�v'PLY lA71THALL PREVAILING CODES FL6RJDA BUILDING CODE, NATIONAL ELECTRIC CODEAND CITY OF zFPH YIN'HILLS ORDfNANCES REVIEW DATE 3--,3(513 CITY OF ZEPH— PLA'Ns YRHILI 1,3 REVISIONS By 00 C\1 Cn �.D IS) E C"J 'z cz CD U-� E C\] 00 C\J 7E, u L) 0 — Z F- CL Z x C3 LLI LLi V' T) -0 L) LL- m 4- LLJ a L) > 0 F- z LAJ 00 to 0 DOW :3 —1 D M LL. Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet T1 HAProjects\Projects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\D4-Architectural\TI - TITLE.dwg, 6/13/2012 1:59:54 PM, Adobe PDF.pc3 --1 IT- 1-7-7 MATERIAL LEGEND EARTH/ FILL BRICK CONCRETE STUCCO, CEMENT I -LASTER, LIGHTWEIGHT CONCRETE CMU- LARGE SCALE 1111 IT77M CMU- SMALL SCALE METAL -LARGE SCALE METAL OR SHEET METAL -SMALL SCALE WOOD FINISH WOOD BLOCKING CONTINUOUS WOOD BLOCKING INTERMITTENT PLYWOOD GYPSUM WALL50ARD RIGID INSULATION BATT INSULATION SYM50L LERS=END UILDING SECTION SYMBOL WALL SECTION SYM50L DETAIL 5YM50L DETAIL SYMBOL OIL 0'-0" F.F.E. ELEVATION MARK 'f TOP OF: SLAB Im EN A. INTERIOR ELEVATION MAW KEYED DRAWING NOTES DOOR NUMBER SYM50L ROOM NUMBER SYMBOL WINDOW SYM50L REVISION WALL TYPES KEY PLAN SECTION SYMBOL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE CODE "FLORIDA BUILDING CODE," "FLORIDA F-LUM51NG CODE," "FLORIDA MECHANICAL CODE," "NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION. ,2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201. 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS. 4. ALL SUBCONTRACTORS SHALL USE ONLY 'SKILLED CRAFTSMEN, EXPERIENCED IN THE WOR< OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE THE COST TO THE SUBCONTRACTOR. 5. IT 15 THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. TH15 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND ISHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. (o. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER -1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. S. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. COMPLETE SETS OF DOCUMENTS SHALL NOT BE 5ROKEN UP FOR 51D PURPOSES. SUCH ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK TO BE PEWORMED. e. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTION 18 REQUIRED 50 THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS. 10. 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 (1) YEAR FROM THE DATE OF 5U55TANTIAL COMPLETION, WITH ALL APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL C05T TO THE OUNER. 11. IT SHALL BE THE RESPONS151LITY OF THE G.C. AND/OR CONTRACTORS TO COMPLY WITH ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF ISIO BY THE U.S. DEPARTMENT OF: LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS. 112. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. THEIR A56OLUTE ACCURACY 18 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 SCALE PRINTS. VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK. 13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN ANYWAY BY THE CONTRACTOR OR THE OWNER. ALTERATIONS SHALL BE MADE ONLY BY THE ARCHITECT OF RECORD. CONSTRRIWICTION NOTES 1. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE WIT14 ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLASS "15" INTERIOR FINISH RATING IN EXIT AND EXIT ACCESS AREA. CLA-56 "C" ELSEWHERE. 2. ALL EXIT DOORS SHALL BE OPENA5LE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURF -ACE BOLTS SHALL NOT BE USED. 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE 50TTOM EDGE 18 LESS THAN 60 INCHES A50VE THE FLOOR AND GLASS BELOW IV' A.F.F. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER 1=15C-2406.1 4. 05JECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND W11 ABOVE THE FINISHED FLOOR $HALL PROTRUDE NO MORE THAN 4" INTO WALK$, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. 05JECTS MOUNTED AT OR BELOW 2-1" A50VE FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING 05JECTS MOUNTED ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESS15LE ROUTE OR MANEUVERING SPACE. 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT LIMITED TO, WALL MOUNTED CA51NETRY, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, GRAB BARS, WALL STOPS, ETC- I8GA. GALV. FLAT METAL MAY BE USED IN LOCATIONS APPROVED BY ARCHITECT. (b. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVING A FLAME SPREAD INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFTSTOPPED As FOLLOWS: ro.l. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE FIRESTOPPED AT EACH FLOOR LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF SUPPORT FOR ROOFS 6.2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE 5UB DIVIDED BY DRAFTSTOPS INTO AREAS NOT TO EXCEED 3,000 5QFT 63.ANY CONCEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR A50VE ROOF SHALL BE DRAFTSTOPPED FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF SUPPORT FOR THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF NECESSARY, AT OTHER LOCATIONS TO FORM AREAS NOT TO EXCEED 1,000 SOFT FOR ANY SPACE BETWEEN CEILING AND FLOOR, AND 3,000 SQFT FOR ANY SPACE BETWEEN CEILING AND ROOF &ADRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2" THICK GYPSUM BOARD, 15/32" PLYWOOD, OR OTHER APPROVED MATERIALS THAT ARE ADEQUATELY SUPPORTED &B.THE INTEGRITY OF ALL DRAFT5TOPS SHALL BE MAINTAINED -1. ALL RATED PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR TO THE CEILING AND BE SECURELY ATTAC14ED THERETO. WHERE SAID CEILING 15 NOT PART OF AN ASSEMBLY HAVING A FIRE RESISTANCE RATING AT LEAST EQUAL TO THAT REQUIRED FOR THE PARTITION, THE PARTITION SHALL BE CONSTRUCTED TIGHT AGAINST THE FLOOR OR THE ROOF DECK ABOVE. a. PENETRATION OF FIRE RATED WALLS, FLOORS, OR FLOOR/ CEI�ING ASSEMBLIES FOR ELECTRICAL, TELEPHONE, PLUMBING, H.VA.C. DUCT5, COMMUNICATION SYSTEMS OR SIMILAR FACILITIES SHALL BE PERMITTED BY NON-COM5UST15LE PIPE�OR CONDUIT UJ14EN ALL OPENINGS AROUND THE PIPE OR CONDUIT ARE FIRE5TOf=`PED'WITH APPROVED NON-COMBUST15LE MATERIALS OR WHEN THE PENETRATION 15'e,ROTECTED WITH A SYSTEM WHICH HAS AN "F" RATING EQUAL TO OR GREATER THAN THE ,�#5EM51_Y IN WHICH THE PENETRATION OCCURS. S. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS U.L., GA. OR OTHER APPROVED TESTING AGENCIES ARE CONSIDERED PROPRIETARY. PROPRIETARY AOEM5LIES MUST BE BUILT UTILIZING THE COMPONENTS, MEANS, AND METHODS SPECIFIED�� THE TESTING AGENCY. fy 10. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SH':"'WN IN THESE DOCUMENTS .Q OR AS OTHERLU15E DIRECTED BY THE LOCAL FIRE MARSHAL. 11. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE ACCE55151LITY CODE FOR BUILDING CONSTRUCTION (2004 EDITION) AND HAL� COMPLY WITH CHAPTER 11 SECTION 430 5IGNLQE. WILDING CODE INFCIRMATION APKICAME CODES 4 STANDARDS: THE FLORIDA BUILDING CODE, 2010 EDITION * BUILDING 0 EXISTING BUILDING * IOLUM51NG 0 ELECTRICAL * MECHANICAL * 2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION FLORIDA FIRE PREVENTION CODE 2010 EDITION NFPA 101 LIFE SAFETY CODE FLORIDA EDITION NATIONAL ELECTRICAL CODE 2008 EDITION 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN O=IOANr,Y CLASSIFIrSATION: F5C - BUILDING, CHARTER 3 SECTION 304: BUSINESS OCCUPANCY - GROUP 5 CLASSIFICATION OF WOW FE13C, - EXISTING BUILDING SECTION 405 - ALTERATION LEVEL 3 SECTION 40-1 - ADDITION$ MICI14T AND WILDING AREA: F5C - BUILDING, CHAPTER 5: TYPE V-5, UNSPRINKLERED AREA MODIFICATION FOR FRONTAGE INCREASE - 5062 0.009. AREA MODIFICATION FOR AUTOMATIC SPRINKLER 5Y5TEM - 50(03 0.00% ALLOWED PROVIDED TABLE 503: HEIGHT AND BUILDING AREA MAXIMUM BUILDING HEIGHT 40' 21' MAXIMUM STORIES 2 1 AREA PER FLOOR %000 ar- (0,605 5F CONSTIR=TION TYPE: F5C - BUILDING, CHAPTER ro TABLE 601 - FIRE RESISTANCE RATING FOR BUILDING ELEMENTS REQ'D PROVIDED STRUCTURAL FRAME INCLUDING BEAMS, COLUMNS, GIRDERS, TRUSSES 0 HR 0 HR BEARING WALLS, EXTERIOR 0 HR 0 HR BEARING WALLS, INTERIOR 0 HR 0 HR NONBEARING WALLS, INTERIOR 0 HR 0 HR FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS 4 JOISTS 0 HR 0 HR ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS 4 JOISTS 0 HR 0 HR TABLE 602 - FIRE RESISTANCE RATING FOR EXTERIOR WALLS BEARING AND NON 5EARIW-z BASED ON FIRE SEPARATION DISTANCE LESS THAN 5' 1 HR N/A r2' TO 10' 1 WR N/A 10 TO 20 0 HR N/A 20' TO 30' 0 PR N/A 30'AND OVER 0 HIR 0 HR FIRE RESISTANCE F5C - BUILDING, CPAPTERl R.EQ'D OPENING FIRE 5ARRIER ASSEMBLY PROTECTION (TABLE 115.4) FIRE WALL - 106.1 AND TABLE -106A N/A - SHAFT / EXIT ENCLOSURES - 108.4 1018.1 LESS THAN 4 STORIES N/A - OCCUPANCY SEPARATION-1013.8 50a N/A - TENANT SEPARATION - "10ci.1 N/A - EXIT PASSAGEWAY - -10-13.3 /1022.1 N/A - HORIZONTAL EXIT - 1013A / 1023.1 N/A - SINGLE OCCUPANCY FIRE AREA - -1011S N/A - CORRIDORS (OCCUPANT LOAD > 30) - 1018.1 (UNSPfRINKLERED) N/A - MEANS OF EGREft: F15C - BUILDING, CHAPTER 10 MAXIMUM FLOOR AREA PER OCCUPANT TABLE 100411: 100 -Sp TOTAL AREA (OA05 SF rol PER50NS EGRESS WIDTH PER OCCUPANT - TABLE 1005.1 6-1 x 0.2 = 13.411 ALLO PROVIDED MIN. CLEAR DOOR OPENING - 1009.1.1 3211 > 3411 MIN. CLEAR STAIR WIDTH - 100iJ.1 44" 45" COMMON PATH OF TRAVEL - 1014.3 1E-) FT �IE, r-T EXIT ACCESS TRAVEL DIST. - TABLE 1016.1 200 FT < 200 FT MIN. CORRIDOR WIDTH - 1018.2 44" � 44" DEAD END CORRIDOR - 1018A 20 FT <20 FT MIN. NUMBER OF EXITS - 1021.1 1021.2 2 4 NUM5ERAND SIZE OF EXITS ENTRANCE DOORS 36" x I z 36" TENANT EXIT DOORS 46" x I a 4&" TENANT EXIT DOOR$ 34" x 2 z 66" TOTAL EXIT WIDTH 1501, SPACES WITH SINGLE EXIT - TABLE 1015.1/1021.2 N/A - INTERIOR FINISWESs FBC - BUILDING, CHAPTER S BUSINESS GROUP 5 (UNSPRINKLERED) INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 803.S VERTICAL EXITSAND EXIT PASSAGEWAYS: CLASS A EXIT ACCESS CORRIDORS / EXITWAYS: CLAS55 ROOMS AND ENCLOSED SPACES: CLASS C INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84. SUSPENDED ACOUSTICAL CEILING SY5TEM5 SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND A5TM C 636. MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM SHALL HAVE A MINIMUM CLASS C FLAME SPREAD AND SMOKE -DEVELOPED INDEX WHEN TESTED IN ACCORDANCE WITH ASTM E 84. INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONA55OR5ENT SURFACE TO A HEIGHT OF (4) FOUR FEET A50VE THE FINISHED FLOOR MINIMUM. THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT 15 NOT ADVERSELY AFFECTED BY MOISTURE. SYSTEM MANW. PIRMUCT FL. NUMOER WINDOW6 YKK. YE5 4F7 FI FL #101':-6.1 DOCIRs 1 YK.K. 351)�4 MEDIUM 6TILE FL NOA DOOR *101-0403.OB SLIDING DOOR5 eTANLEY F-)URA-GLIDE FL NOA 2000/3000 5LIDING #12 - 012 &.08 I � NQ7 ; t-T&I 11 � �, Aro-64 V� ;; � � 5 CONSTRUCTION OF A SINGLE STORY EXPANSION TO AN EXISTING SINGLE STORY BUILDING, INTERIOR RENOVATION/5UILDOUTAND MINOR SITE MODIFICATIONS. FROJECT TEAM ARCHITECT OLIVERI ARCHITECTS 32101 U.S. kuy'le PALM HARBOR, FLORIDA 34684 121-1al-1525 LANDSCAPE ARCHITECT COPLEY DESIGN ASSOCIATES 1666 LANEY DRIVE PALM HARBOR, FLORIDA 34653 121.161.2840 STRUCNRAL CREATIVE STRUCTURES ENGINEERING, LLC 1'306 LAND 0 LA<ES BLVD - SUITE 4 LUTZ, FL 3354S 813. 356. 5648 PLOBIW-s Z ME04ANICAL ADVANCED SYSTEMS ENG, ING, 13555 AUTOM051LE BLVD. SUITE 330. CLEARWATER, FLORIDA 33162 121. 540. 1�3-lro ELECTRICAL ELECTRICAL CON5ULTING AND DESIGN, INC. 13225 ULMERTON ROAD - SUITE G LARGO, FLORIDA 33-1-11 121-501-4316 INDEX OF: PRAWINIGS TI TITLE SHEET T2 A55REVIATION SWEET ASI OVERALL ARC.441TECTURAL SITE PLAN A82a DEMOLITION ENLARGED ARCWITECTURAL SITE PLAN A6216 ENLARGED ARC441TECTURAL SITE PLAN A63 ARCHITECTURAL SITE DETAILS DI DEMOLITION FLOOR PLAN Ala FLOOR PLAN Alb DIMENSIoNEo FLOOR PLAN A2 ENLAW3ED TOILET PLAN 4 DETAILS A3d REFLECTED CEILM PLAN A -No CEILIW_% DETAILS AND WALL S DETAILS A4 ROOF: PLAN AS EXTERIOR ELEVATIONS A6a WALL SECTIONS A612 WALL SECTIONS A6c WALL SECTIONS Arp d WALL SECTICINS A6a WALL SECTIONS A&f WALL SECTIONS Afog WALL SECTIONS A&h WALL SECTICN6 Ala INTERIOR ELEVATIONS Alb INTERIOR ELEVATIONS Alc INTERIOR ELEVATIONS Ald INTERIOR ELEVATIONS Aba CAMINET DETAILS A6o CA51NET DETAILS ASa DOOR 5CHEDULE / DETAILS ASio WINDOW SCWEDULE / DETAILS 101 FINIS44 FLOOR PLAN AND SO4EDULE 102 REFLECTED CEILWx FINISH PLAN AND SCHEDULE NI ARCHiTECTURAL SPECIFICATIONS N2 ARCHITECTURAL SPECIFICATIONS old GENERAL NOTES 81k; STRUCTURAL DETAILS AND WIND PRESSURES S2a FOUNDATION PLAN AND SCHEDULES S21v ROOF FRAMING PLAN AND SCHEDULES 53d WALL SECTIONS S3b WALL SECTIONS S3c WALL SECTIONS 83d WALL SECTIONS 63ce WALL SECTIONS 83F WALL SECTIONS S3 WALL SECTIONS STRUCTURAL DETAILS S4b STRUCTURAL DETAILS S4c STRUCTURAL DETAILS MGI MEDICAL GAS NOTES, LEGEENDS AND EQUIPMENT SCHEDULE IwIG2 MEDICAL GAS FLOOR PLAN MG3 MEDICAL GAS DETAILS Pi PLUM5IWx SPECIFICATIONS AND SCHEDULE$ P2 PLUM51W3 DEMOLITION FLOOR PLAN P3 PLUM5ING RENOVATION FLOOR PLAN - WASTE AND VENT P4 PLUM5IW_% RENOVATION FLOOR PLAN - WATER PS FILUM5ING DETAILS P& SANITARY RISER DIAGRAM MI MECHANICAL SPECIFICATIONS AND LEGEND M2 MECHANICAL RENOVATION PLAN M3 MEC44ANICAL ROOF PLAN M4 MECHANICAL SCHEDULES MS MECHANICAL DETAILS M& MECHANICAL DETAILS ESI ELECTRICAL SITE LIGHTIWx PLAN El ELECTRICAL LIC-44TNG PLAN E2 ELECTRICAL POWER PLAN E3 ELECTRICAL LIG�-ITWG SCWEDULE AND DETAILS E4 ELECTRICAL PANEL SCHEDULES AND DETAILS ES ELECTRICAL SPECIFICATIONS AND DIAGRAMS Ery ELECTRICAL LEGEND AND SPECIFICATIONS LOCATION MAP pouo,lvve ,Ialencia Ave 41 Dlughteri Rd Lt w, A,v Bounvy, IM CL �OiFrFe Ln 9en"It"y %,jare 'PROJECT SITE Eifmd Blvd' it 301 s4 County Roi cl 54 V1 PiqeS Dr M Aare& Rd' H I REVISIONS I BY I C_J 00 CO C\) CO 0-0 t-- 0 C\J q r-- E x C\J C> S Cn E C'J co so: 00 C\J C:) > 6 C 0 .0 �i LL_ z r Ld F- x Z (D Li L. LL1 a _J L < < V) L) LL1 _#__ LL. 0 (D > LL1 0 L) m -C 0 C-4 <z 0 C� LLj co 1,4 0 C D M LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MY Drawn: AZP I Job: 10-61 1 Sheet T2 0 I ro 0;; 4 1k, 4 0 4\ 14 LJ / 12 m -ID Q13 1 L ------- -11,111 -1 ---------- i 4 0 EXISTINn / DEMOLITION Afmi"(00'40HITECTURAL SITE JOLAN SCALE: V - 10'�T 0— _J rp KEYED NOTES 0 EXISTING LANDSCAPE AREA - SEE ARCHITECTURAL SITE I -LAN AND CIVIL DRAWINGS 0 EXISTING HANDICAP SIGN TO 5E REMOVED (D EXISTING CONCRETE PAD TO IBE REMOVED GEXISTING CONCRETE CUR5 TO IBE REMOVED -,SEE CIVIL DRAWINC.36 (D EXISTING ASPHALT DRIVE TO IBE REMOVED - SEE CIVIL DRAWINGS GEXISTING PAWING TO IBE REMOVED - SEE CIVIL DRAWINGS 0 PROPERTY LINE - SEE CIVIL DRAWINGS EXISTING CONCRETE SIDEWALK TO 5E REMOVED SEE CIVIL DRAWINGS EXISTING ELECTRICAL SERVICE TO 5E REMOVED RELOCATED SEE ELECTRICAL DRAWINGS EXISTING WATER PUMP TO IBE REMOVED 0 EXISTING CLEAN -OUT TO IBE REMOVED RELOCATED - SEE FLUM51W-a DRAWINGS EXISTING TREE STUMP TO 5E REMOVED SEE LANDSCAPING DRAWINGS 0 EXISTING RETAINING WALL TO IBE REMOVED GEXISTING CONCRETE CUR5 - SEE CIVIL DRAWING$ (D EXISTING CONCRETE SPILLWAY GEXISTING ASPHALT DRIVE - SEE CIVIL DRAWINGS (D EXISTING IRRIGATION CONTROL VALVE TO IBE REMOVED/RELOCATED - SEE LANDSCAPING DRAWINGS GEXISTING FREE STANDING IBUILDING - SEE DEMOLITION FLOOR PLAN - SHEET DI FOR EXTENT OF DEMOLITION GEXISTING PARKING AREA (3 EXISTING CONCRETE DRIVE THRU PADS TO 5E REMOVED GPORTION OF EXISTING LANDSCAPING TO BE REMOVED FOR THE PROPOSED NEW ADDITION, SEE PROPOSED 61TE PLAN. GEM-EPLAL NOTES 1. GENERAL CONTRACTOR $HALL 5E RESPONS15LE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER, THE OWNER SHALL IBE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. 2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION 3. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE WORK INFORMATION - SUIBMIT UNDER SEPARATE PERMIT. 4. GENERAL CONTRACTOR TO INSPECT SITE AND NOTIFY ARCHITECT IN WRITING WITH ANY DISCREPANCIES UPON D15COVERY IBEFORE COMMENCING WITH ANY WORr- REVISIONS By 00 Q0 Cn 'I" C\1 00 C\1 C\1 x CD c- cf) U"� E - C\1 CIO C\1 CD L) > 0 Z Ed Z x Ld LJ 0 C-) LLI L_ LLJ 02 > 0 -C C,%_4 13- < Z C:) (D LLJ 00 OW 's _J D M LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet AS2a In H:\Prqjects\Projects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\AS2ab - ENLGD SITE PLAN,dwg, 6/13/2012 2:00:54 PM, Adobe PDF.pc3 --1 -7- I ii 1 FT__ KEYED NOTES 0 PROPERTY LINE - SEE CIVIL DRAWINGS (D EXISTING CONCRETE CUR5 PATCH AND REPAIR AS REQUIRED (D EXISTING ASPHALT DRIVE PARKING - SEE CIVIL DRAWINGS 0 EXISTING LANDSCAPE AREA (D NEW LANDSCAPEAREA - SEE LANDSCAPE PLAN GEXISTING STANDARD PARKING SPACE TYPICAL 5'x 5' RIVER ROCK 5ED WITH PALM TREE - SEE DETAIL '1/,453,4ND LANDSCAPE PLANS FOR MORE INFORMATION (D GENERATOR - SEE ELECTRICAL DRAWINGS GNEW STANDARD PARKING SPACE S'X 20'(TYP.) - SEE CIVIL DRAWINGS NEW HANDICAP PARKING SPACE 12'X 20'(TYP.) - SEE CIVIL DRAWINGS NEW CONCRETE WHEEL STOP (TYF.) - ISEE DETAIL 12/AS3 NEW CONCRETE CUR5 (TYP.) - SEE DETAIL 4/A53ANID I/AS3 NEW CONCRETE RAMP WITH 3'-0" WIDE DETECTABLE WARNING SURFACE - SEE DETAIL c3/,453 AND 5/AS3 GNEU) 4" CONCRETE SIDEWALK WITH TYPICAL 5'x 5'GRID PATTERN IN CONCRETE TO 5E FORMED USING HAND TOOLED CONTROL JOINTS IN SIDEWALK - SEE DETAIL 2/A63 (D ro" THICK CONCRETE PAD G5'-0" WIDE LOADING ZONE 0 HANDICAP SIGNAGE - SEE DETAIL II/AS3 GRETENTION POND - SEE CIVIL DRAWINGS GEXISTING CONCRETE SPILLWAY - SEE CIVIL DRAWINGS (a TRANSFORMER SEE ELECTRICAL DRAWINGS. (D PIPE 5OLLARD SEE DETAIL 13/AS3. LEGEND Addhk- IBUILDING ENTRANCE / EXIT G-EhIEERAL NOTES 1. ALL NEW CONCRETE WALKS SHALL 5E MINIMUM 4" 3000 P51 CONCRETE WITH (o x (b, 4 WIA x WIA W.W.F. UNLESS OTHERWISE NOTED. 2. ALL NEW CONCRETE CUR51NG SHALL 5E MINIMUM 3000 PSI CONCRETE. PROVIDE EXPANSION JOINTS AT 20'-0" O.C. MAX 3. SEE ELECTRICAL DRAWINGS FOR ALL 51TE LIGHTING AND ELECTRICAL SERVICES. 4. REFER TO CIVIL PLANS FOR ALL SIDEWALK / PARKING LOCATIONS AND DIMENSIONS. 5. REFER TO LANDSCAPE DRAWINGS FORALL IRRIGATION AND LANDSCAPE LOCATIONS. ro. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY eEFORE COMMENCING WITH ANY WORK — ENLARK3 P ARCHITECTURAL SITE PLAN r%%.;FE SCALE: I" 10'-V REVISIONS BY CN u) E I C\j 00 C\1 4D L) 0 LLJ F- Z (D x L- Ld Lj a c L) Lu LL- 0 LLJ > 0 F- c,4 Z 0 00 CF) LL1 CWO 16 OM D M Lj— Date: 06. 12. 12 Scale: AS NOTED Project M r: AAY Drawn: AZP Job: 10-61 Sheet AS2b I REVISIONS I BY I I IML�, I W I.-AAr- 0 STEEL PIPE 5OLLARD _LED WITH CONCRETE - �INT GLO55 WHITE :E CIVIL ENGINEERING 51TE -AN$ FOR GRADES AND .CPES. 0" SQUARE OR ROUND )NCRETE FOOTING PAVEMENT SURFACE - PAVEMENT SURFACE —7 SEE FLOOR PLAN 4" TkCK CONCRETE SIDEWALK WITH (oxro WIAxWI.4 W.WF. L IGHT 5ROOM F IN I 6H 1.75% MAX. SLOPE 4 4 1/2 ISOLATION JOINT 04 5AR CONTINUOUS F/ 4" THICK CONCRETE SIDEWALK WITH (ox(o WIAAUIA W.W.F. - LIGHT 5ROOM FINISH --\ ROUND EDGE FINISH GRADE Ny, 04 BAR CONTINUOUS 4" THICK CONdRETr= sir->EWALK WITH &xro WI.4xWI.4 W.WR #' LIGHT BROOM FINISIwii —\ III ROUND EDGE `04 BAR CONTINUOUS (oil RADIUS 50TH SIDES FINISH GRADE V, X, 71x X/1 777 \V1,x x, /I . . .. . .. .. . . v LAI PAVEMENT DIMENSIONS REFER TO THIS POINT PAVEMENT ELEVATIONS REFER TO THIS POINT PAVEMENT -SURFACE z v / x v", f A 0 RKING LOT SURFACE AS SPECIFIED X-2-04 BARS CONTINUOUS \ TOP 4 50TTOM ro" CONCRETE CUR15ING 3000 PROVIDE EXPANSION JOINTS AT 20'0,C. 101 C. U'rQ5. mE E T A I L SCALE: 11/2" a V-011 01 =gn5l� REP DETAIL SCALE. 11/2" a V-011 01 CUR13 DETAIL SCALE: 11/2" 111 V-011 STONE PEBBLES PROVIDE 3'-0" DEEP DETECTABLE WARNING SURFACE AS SHOWN ON PLANS - SEE DETAILS/A53 AND 15/AS3 4" THICK CONCRETE TROWELED JOINT PICTURE SIDEWALK WITH roxro FRAME EDGES - SEE PLAN WIAxWIA W.WF-. PAVEMENT SLOPE FOR LAYOUT / PATTERN 152MAX. I 7 1/4" PEWTT. —MAX. 4" THICK CONCRETE f SIDEWALK WITH &x& < WIAxWIA W.W.F. - LIGHT BROOM FINISH < I, ....................... <J 4 4 < 04 RE15AR CONT. F\ <4 - - - -------- ------- . . .... . x N FIFE BOLLAFMCW% SIDEWALK CR0="" SLO-FE DETAILS T,-...r= U.IE-mL.L. DETAIL IINTEGRAL MR5 4 SIDEWALK DETAIL TROWELED JOINT Dr=TAIL SCALE: 3/4" 1._011 SCALE: 3/4" V-0" SCALE. 3/4" V-011 01 SCALE: 11/2" - V-011 SCALE: 11/2" z V-011 BLUE BACKGROUND WHITE BORDER 4 leiNOT U5=*_D SCALE: X'-X" = X'-X" LINE OF SIDEWALK / CURIS DETECTABLE �--,OOOU CCU ,000 0 o 0 0 0 0 0 0 00 (DO 000001000oc)l WARNING ,,OCO C C 0 C 0 OCOOOO OOOC 0 C 0 0 0 OC 0 0 0 C 00 , 00 SURFACE COOOOO 000C 0 0 a 0 0 0,08 C, 0 a '00 C C 0 0 00 .1 000 0 C 0 O00CC COC 00 0000000000 COO ,)000 0 0,000 C 0 0 0 000000 0 OCOO( 00000 0 0 0 0 CONCRETE 0,00,00%%00 0,%0.0,000 0.0.0. 0000 HAND ICAP OCOOO 0 '000 000 - - RAMP - 5EE CIVIL DRAWINGS 0 CD 0 000 Co I'D 00,,O,O��p �,0000,000 0 0,0000 0 FOR DIMENSIONS 0 C 0.0.0,00 0 C 0 0 0 00000,0000 0 0 08, 0 C 0 0 0 0 0 OCI ) C 0 00,00000 0 C 0 0 0 1) 0 0 30 OCOOO 0 000 0 00 0 00 0 0 0 0 0 C 0 , 0 0- 000 L14i 1: F- 3: FDOT SIGN I.D. NO, PARKING BY -5 "c" 6ERIE FTP - 20-04 WHITE LETTERS BACKGROUND DISABLED VERIF'r FINE PERMIT BLACK AMOUNT WITH LOCAL BORDER 4 JURISDICTION ONLY LETTERS WHITE BACKGROUND $ xxx FINE I" 5ER�E5 "C" FDOT SIGN I.D. NO. F.S. 318.14 1" 5ER E5 "C" FTP - 22-04 BLACK BORDER 4 LETTERS EQUAL d) EQUAL SIGN POST CENTERED ON PARKING SPACE )7 PAVEMENT SURFACE 7— -7— NOTE: HC SIGN DETAIL/ REQUIREMENTS SHALL COMPLY WITH LOCAL JURISDICTION (DIHANDICAP ISIGN DIETAIL SCALE: 1 1/2" 111 1'-0" I 2'-0" MIN. TO E.O.P. &'-0" LONG PRECAST CONC TE WHEEL5TOP E.O.P. (2) #4 5ARS THRU WHEELSTOP AND PAVEMENT MIN 18" LONG - ON CONCRETE PAVEMENT USE EPDXY BONDING AGENT PAWING SURFACE AS APPLIED MAT Cc SEE J=OR LINE OF SIDEWALK RAMP CURB SEE PLANS FRI W., Sal a �:x - -0 X M (P A r -n f .-12>,. mil] VERIFY WITH 51TE 00 cz CIA t L2 Lr) C\1 C)o >1 C\1 E a) C\1 m 00 4 V C (.) 0 — Ix Z LLJ M CL (.) x z 4LD LLJ LLJ _J u 0 LAJ LL_ m .00 0- a > < = LLI :E L) 0 F— c,4 z o N 0 LLJ 00 0 OW *5 _J M LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP I Job: 10-61 1 9M A Dr=TECTA5LE WAMNING SUWAc:r= rLAN 01 WHEIELISTOF DIETAIL DETECTA5LE UJAWING SLIWACE DETAIL TYPICAL H.C. / STANDARD F-AAWIN114-3 DETAIL SCALE: 1/2" = 1'-0" SCALE: 1 1/2" z V-011 SCALE: 3" - V-0" SCALE: 311roll z V-Oil H:\Prqjects\Projects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\AS3 - SITE DTLS.dwg, 6/13/2012 2.01:05 PM, Adobe PDF.pc3 [i 7_ _F_ — — — — — — I __F Sheet AS3 /oo '/.1 4 4 -0 REVISIONS BY _n 00 C\J CO r-- C\J Cz Lr) ._z ) . -,A C 1121 < E CD I- C\1 00 C\1 C) 6 4'� .2 L.Li _J (-) Z x LLI LJ < 0 0 LLJ LL_ LLJ c; M > 0 C 'r- -C Q C-4 < z 0(1) 0 LLJ 00 CY) m Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet D1 H:\P,qJe,ts\Prqjects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\D1 - DEMO FLPL.dwg, 6/13/2012 2:01:09 PM, Adobe PDF.pc3 f-FUTT-o 24 1 21 r--------------- I I I L ----------- f- - - - - - - IF - - - - - - - - - - - - - - - - - - - i r C4 r------ ------ L\ ------- ------------------- 22 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- U T - - - - - - - - - - - - - - - - - rn L--- 14 L F: 1L r % L J I Lm_ J L r _E 0@09311 L------ -------- r- - - S " J2" r L ------ f-'t ------ --- r--- MIA F L 14 L J 14 L ------------ ,"(20, lie Or 20 \\ IN, r oae 20 -0 ------- ----- 00 (124 2 0 rr — — — — - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - _H - - - - - -- - - - - - - - - - \\'�' - - - - - - - - - - H— — — — — — - — — — — — -- -- — — — — - % 20 U__ 00 00 1> I L — — — — — — — — J L — — — — — — — — — — — — — — — — J I I— — — — — = — — — — Z — i r — — — — — — — — — — — — — — — — > \_0 rr U 4 (30 11 > rr- - - - - - - - - - - - - - - - 44 - - - - - - - - - - - - - - - - Ti J L % 11> uk r? J L - - - - - - - - - - - - - - - - - - - - - - - 'L J WE Vol,L I Pool rf 22 23 14 11 12 - - - - - - - - - - \ - - - - - - - - - --- ZNP �imm �2- �i- i- % IN N N (D 0 EXISTING / DEMOLITION FLOOR PLAN Si -ALE: 3116" z V-011 WALL LEGEND EXISTING EXTERIOR MASONRY WALL S'T5TEM L== EXISTING DOOR SYSTEM TO BE REMOVED LIE E M EXISTING WINDOW SYSTEM TO BE REMOVED EXISTING WALL PARTITION TO BE REMOVED EXISTING PORTION OF EXTERIOR MASONRY WALL SYSTEM TO BE REMOVED K"EmYED NOTES 0 EXISTING LANDSCAPE AREA - SEE ARCHITECTURAL SITE PLAN AND CIVIL DRAWINGS (D EXISTING STRUCTURAL COLUMN - MAINTAIN INTEGRITY DURING CONSTRUCTION (D EXISTING EXTERIOR WALL SYSTEM GEXISTING CONCRETE DRIVE TO BE REMOVED. (D EXISTING PHONE 50ARDS TO BE REMOVED - SEE ELECTRICAL DRAWINGS GEXISTING CA51NETRY / SHELVING TO BE REMOVED EXISTING PLUMBING FIXTURE TO BE REMOVE[) - CAP OFF PIPES AS REQUIRED - SEE PLUMBING 0 EXISTING FINISHES TO BE REMOVED BACK TO EXISTING EXTERIOR WALL SYSTEM (D EXISTING VAULT FRAME TO BE REMOVED 10 EXISTING FLOORING, BASE AND WALL COVERING TO BE REMOVED. (D EXISTING HANDICAPSIGN TO BE REMOVED (D EXISTING CONCRETE PAD TO BE REMOVED GEX15TING DRIVE THRU CANOPY AND COLUMNS TO BE REMOVED GPORTION OF EXISTING EXTERIOR WALL TO BE REMOVED - SEE FLOOR PLAN AND EXTERIOR ELEVATIONS GEXISTING PORTION OF LANDSCAPING TO BE REMOVED FOR CONSTRUCTION OF NEWADDITION - SEE PROPOSED FLOOR PLAN GEXISTING PLUMBING ACCESSORIES TO BE REMOVED 0 EXISTING CONCRETE CURB TO BE REMOVED SEE CIVIL DRAWINGS GEXISTING ASPHALT DRIVE TO BE REMOVED SEE CIVIL DRAWINGS 0 EXISTING PARKING TO BE REMOVED - SEE CIVIL DRAWINGS (a EXISTING EXTERIOR WINDOW SYSTEM TO BE REMOVED GEX15TING CONCRETE SIDEWALK To BE REMOVED - SEE CIVIL DRAWINGS GEXISTING ELECTRICAL PANEL / SERVICE TO BE REMOVED RELOCATED - SEE ELECTRICAL DRAWINGS (D EXISTING WATER TANK / PUMP TO BE REMOVED EXISTING CLEAN -OUT TO BE REMOVED / RELOCATED - SEE PLUMBING DRAWINGS EXISTING TREE STUMP TO BE REMOVED EXISTING RETAINING WALL TO BE REMOVED - SEE CIVIL DRAWINGS 0 EXISTING CONCRETE CURB - SEE CIVIL DRAWINGS EXISTING CEILING SYSTEM TO BE REMOVED EXISTING CONCRETE COLUMN - SIZE TO BE VERIFIED IN FIELD. MAINTAIN INTEGRITY DURING CONSTRUCTION. EXISTING CONCRETE SPILLWAY - SEE CIVIL DRAWINC-46 GENERAL NOTES 1. GENERAL CONTRACTOR SHALL BE RESPON515LE FOR THE SAFE AND LAWFUL DISP06AL OF ALL MATERIALS DEMOLISHED. HOWEVER, THE OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. 2. REMOVE ALL ABANDONED ELECTRICAL WIRING BACK TO PANEL. 3. REMOVE ALL EXISTING FLOOR AND WALL FINISHES THROUGHOUT. 4. REFER TO ARCHITECTURAL SITE PLAN AND CIVIL DRAWINGS FOR MORE SITE INFORMATION. 5. REMOVE ALL EXISTING CEILING SYSTEMS THROUGHOUT. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. 1. GENERAL CONTRACTOR TO MAINTAIN INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS DURING CONSTRUCTION AS REQUIRED. a. REMOVE ALL EXISTING LIGHT FIXTURES THROUGHOUT. 13. REMOVE ALL HVAC SYSTEMS AND DUCTWORK THROUGHOUT. 10. GENERAL CONTRACTOR TO VERIFY ALL EXISTING STRUCTURAL ELEMENTS BEFORE DEMOLITION AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON P15COVERY BEFORE COMMENCING WITH ANY WORK. 11. REMOVE ALL EXISTING ROOFING MATERIALS, FLASHING AND DRIP EDGES BACK TO EXISTING ROOF DECK AS REQUIRED, PREPARE TO RECEIVE NEW CONSTRUCTION, SEE PROPOSED PLANS. 0 r-LOOR PLAN I SrALE: 3116" a I'-011 F".01,BYED NOTES (CONT.) DSHEETS IL AIA(oc q :) MATCH E-QUIRED s FILM ON ILE EE WALL GAS :r> . ICAL JINGS 4" WALL LEGEND EXISTING EXTERIOR WALL SYSTEM DOOR SYSTEM - REFER TO DOOR SCHEDULE WINDOW SYSTEM - REFER TO WINDOW SCHEDULE METAL STUD PARTITION - REFER TO TYPICAL NON -RAT WALL PARTITION DETAIL 121A3b METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL 12/A3b METAL STUD LOW WALL PARTITION - REFER TO TYPICAL LOW WALL PARTITION DETAIL 15/A3b C.M_U_ WALL SYSTEM (SEE STRUCTURAL) - REFER TO WALL I , FEE., ON SHEET A3b ONEN) HOUR RATED SEPARATION PARTITION - REFER TO DETAIL AIA(oe KEYED NOTES 0 EXISTING CONCRETE COLUMN - SEE STRUCTURAL - FIELD VERIFY 0 STAINLESS STEEL SINK - SEE FLUM51NG (D IBASE CAIBINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS GIBUILT-IN CA51NETRY - SEE INTERIOR ELEVATIONS (D ALUMINUM SLIDING GLASS WINDOW SYSTEM - SEE INTERIOR ELEVATIONS G36" HIGH WALK-UP COUNTER - SEE INTERIOR ELEVATIONS 0 WALL MOUNTED UPPER CA51NETS - SEE INTERIOR ELEVATIONS (D IBUILT-IN FIXED SHELVING - SEE DETAIL 101A6b GREFRIGERATOR - PROVIDED 5Y OWNER 0 U.C. REFRIGERATOR - PROVIDED 5Y OWNER 0 COPIER - PROVIDED 5Y OWNER GELECTRICAL PANELS - SEE ELECTRICAL DRAWINGS GPHONE / DATA 50ARDS - SEE ELECTRICAL DRAWINGS GLANDSCAPE AREA - SEE LANDSCAPE PLANS 0 EQUIPMENT PROVIDED 5Y OWNER GCONCRETE CUR5 - SEE ARCHITECTURAL SITE PLANS / DETAILS 0 6" THICK CONCRETE PAD - SEE SITE PLAN. G42" HIGH COUNTER - SEE INTERIOR ELEVATIONS GMOP SINK - SEE FLUM51NG DRAWINGS 0 PROVIDE WHITE LAMINATE VENEER ON G.W.5. FROM TOP OF MAP SINK TO 4'-V AFF. THE ENTIRE LIMIT OF THE SINK. 0 LOCATION OF ELECTRICAL METER / SERVICE - SEE ELECTRICAL DRAWINGS GHI-LO DRINKING FOUNTAIN SEE PLUM5ING DRAWINGS GWATER HEATER ON SHELF SEE PLUMIBING DRAWINGS GSCALE - PROVIDED 5Y OWNER 0 5A5Y SCALE PROVIDED 5Y OWNER (9 WHEELCHAIR PROVIDED 5Y OWNER 0 EX15TING STEEL STRUCTURAL COLUMN - MAINTAIN INTEGRITY DURING CONSTRUCTION - 5OX OUT WITH METAL STUD FRAMING KEEP SIZE TO A MINIMUM. 0 ELECTRICAL TRANSFORMER SEE ELECTRICAL DRAWINGS 0 STRUCTURAL STEEL COLUMN SEE STRUCTURAL DRAWINGS (9 WOOD VENEER - SEE INTERIOR ELEVATIONS (D OUTLINE OF ROOF A50VE (D TIME CLOCK PROVIDED 5Y OWNER INSTALLED 5Y G.C. (D DISHWASHER PROVIDED 5Y OWNER INSTALLED 5Y G.C. FIRE EXTINGUISHER CA5INET - SEE DETAIL IIIA3b METAL STUD LOW WALL PARTITION - SEE DETAIL 15/A3b GNEW CONCRETE SIDEWALK - SEE SITE PLAN 0 OXYGEN EQUIPMENT - SEE MEDGAS DRAWINGS 24" x 24" INTERIOR LEAD LINED WINDOW SYSTEM - COORDINATE ISIZE AND LOCATION WITH X-RAY EQUIPMENT SUPPLIER. X-RAY EQUIPMENT - SEE SHOP DRAWINGS WALL SURFACE TO RECEIVE LEAD LINED DRYWALL IN LIEU OF TYPICAL SPECIFIED DRYWALL AT X-RAY ROOM - DRYWALL THICKNESS TO 5E DETERMINED IBY A STATE CERTIFIED PHYSICIST GENERAL CONTRACTOR TO COORDINATE GNEW STANDARD PARKING SPACE - SEE SITE PLAN GNEW CONCRETE WHEELSTOP - SEE SITE PLAN VACUUM PUMP - SEE MEDGAS AND ELECTRICAL DRAWINGS ro" PVC RAIN LEADER FROM ROOF DRAIN A15OVE, CONNECT TO STORMWATER SYSTEM, SEE CIVIL DRAWINGS GEENER4L NOTES 1. REFER TO ARCHITECTURAL AND CIVIL SITE PLANS FOR ADDITIONAL SITE INFORMATION 2. ALL INTERIOR WALL ARE NOMINAL 411 METAL STUDS U.ON. 3. ALL NEW GJ1W.5. TO RECEIVE FINISH (LEVEL FOUR(4)) 4. PROVIDE 1/2" G.WB. OVER IX3 FURRING STRIPS OVER I" RIGIr'> INSULATION, TYPICAL ON INSIDE OF NEW AND EXISTING EXTERIOR CMU WALLS. EXTEND RIGID INSULATION TO UNDERSIDE OF ROOF DECK. 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. ro. GENERAL CONTRACTOR TO PROVIDE WOOD 5LOCKING IN WALLS AS REQUIRED FOR NEW CA51NETRY, ACCESSORIES, ETC. 1. PATCH, REPAIR AND/OR PROVIDE FLOAT OVERLAY OR SKIM COAT ON EX15TING CONCRETE 6LA5 AS REQUIRED AND PREPARE TO RECEIVE NEW PROPOSED FLOOR FINISHES. I 8. SEE DETAILS SHEET A(of FOR TYPICAL DOOR CLEARANCES. S. SEE SHEET A3b FOR TYPICAL WALL TYPE DETAILS REVISIONS BY 00 00 Q0 0,11 C\1 E r- t M C\1 C'q N 00 CIO > z) 6 Z L.Li Z x LLJ LLI 0 < 0 0 L'Li LL. 0 LLJ > 0 a) C14 < z ow 0 00 E2 LAJ OW _J D M LA_ Date: 06. 12. 12 Scale: AS NOTED rProject Mgr: AAY Pro'ect M Drawn: AZP Job: 10-61 Sheet Ala H:\Pr0jeCts\PrujeCts 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\Ala - FLPL.dwg, 6/13/2012 2:01:15 PM, Adobe PDF-pc3 GENERAL NOTES 1. THIS PLAN 16 FOR DIMENSIONAL PURPOSES ONLY. 2. GENERAL CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY 5EFORE COMMENCING WITHANY WORK. 3. REFER TO ARCHITECTURAL SITE PLANS AND CIvIL 61TE PLANS FOR ALL SITE DIMEN51ONS 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT 18 DONE AND WALL TRACK 18 IN PLACE PRIOR TO FRAMING ANY WALLS. 5, FOR DIMENSIONING PURPOSES, METAL STUDS ARE DRAWNAT 4" OR 6" U.O,N. AND 5LOCK WALLS ARE DRALLNAT 8" U.N.O. (o. 6" 5LOCK WALLSAND ro" METAL STUD WALLS ARE DIMENSIONED AT FACE OF WALL AND 4" METAL STUD WALLSARE DIMENSIONED AT CENTER OF WALL U.N.O. 1. ALL INTERIOR DOOR6 ARE TO HAVE A 4" JAM5 AT HINGE SIDE OF DOOR (TYPICAL U.N.O.) 5. CONTRACTOR SHALL REFER TO WINDOW / DOOR SHOP DRAWINGS FORALL REQUIRED MASONRY / ROUGH OPENINGS PRIOR TO CONSTRUCTION. DIMENSIONED FLOOR PLAN ECCALE: 3116" - V-01- REVISIONS BY GO C',J ,L) m L? Ei CIA CD C5 Cc C", 00 C13 cf) 0 0 Ld :3 �— Q-0Z (D x LLJ Ld —i C) < V) -0 0 Lu -I.- LL- 0 0 LLJ 0 JE- > :m >1 0 -C C-4 < z om LLJ 00 C :6 OW *3 -1 D m LL- Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A 1 b in --------- KEYED NOTES LAVATORY IN APRON TYPE VANITY - SEE DETAIL 10/,42 34 -------------- R WALL HUNG LAVATORY - SEE PLUM5lNG 61GNAGE TO MEET El ADAAND FLORIDA El H.C. WATER CL05ET - SEE PLUM15ING ACCE56151LITY CODE FOR BUILI-DING STANDARD WATER CLOSET SEE PLUM15ING L--------------- CON&TRUCTION URINAL - SEE PLUM51NG El 36" GRA5 5AR TOILET 103 ---- -- ------------ 42" GRA5 5AR 14 El 20 14 COUNTER MOUNTED SOAP DISPENSER Pi 14 1 & 2 5 3 13 El WALL MOUNTED SOAP DISPENSER El 7,7 MOUNT ROOM SIGNS �2 0 Lu -1 ADJACENT TO LATCH F, 0� SEMI -RECESSED PAPER TOWEL DISPENSER 51DE OF DOOR AT 3 SURFACE MOUNTED PAPER TOWEL DISPENSER C 0 J 60" .4,F.F. OR WHERE INDICATED ON 13 5EMI-RECE55ED TOILET TISSUE DISPENSER FLOOR PLANS 0/A2 El I 1.4wpol 5URFACE MOUNTED TOILET T156UE DISPENSER I , 0 El ®r' 14� WALL MOUNTED MIRROR FROM TOP OF SPLASH TO (o'-&" A.F.F. MATCH WIDTH OF VANITY WALL MOUNTED CHANNEL FRAMED MIRROR . ................ 7 E] 1 PIPE INSULATION KIT El CLEAR Ell 60" DIAMETER TURN AROUND ENLA"ID TOILET ROOM FLAN S 30" x 48" CLEAR FLOOR SPACE INTERIOR ELEVATION —1 — rqQ6-"Fv_ H.C.SIGN MOUNTING DETAIL INTERIOR ELEVATION RM IIS SCALE: 3/6" RM 103 MIRIR.' 101 MIRR., 126 SCALE: 3/8" El (60" x &V CLEAR FLOOR SPACE SCALE: N.T.5. SCALE: 3/8" 2 1'-0" E] TOILET PARTITION 0 RECESSED FEMININE NAPKIN DISPENSER SURFACE MOUNTED FEMININE NAPKIN DISPENSER CLEAR El 0 L-C-J F2 31 ELECTRIC HAND DRYER AS PER WALL L ---- A TYPE FIXED SHELVING E] FOLDING 5A5Y CHANGING STATION MOP SINK/ FLOOR SINK COVER PLATE 1/4" 2" ESCUTCHEON A El WATER HEATER LAG 15OLT5 11/2" DIAMETER 5.6. GFZ45 5AR SPECIMEN PASS-THRU CA51NET 36 14 1 CJ/A2 W TRASH RECEPTACLE E] 60LID BLOC<ING b" P HOLE WITH TRIM RING 5ETWEEN METAL \,. �2 HC SIGN STUDS A5 REaUIRED 4" 5ACK5PLA5H WITH PLASTIC LAMINATE 1 13 3 11 113 El SUIRFACE - SEE FIN15H D RECESSED DISPENSER TOILET -SEAT - COVER 3/4" PLYWOOD WITH 3 SCHEDULE El PLASTIC LAMINATE - - ___ - ......... SURFACE - SEE FINISH 13 --- - --- 'k- RECESSED FACIAL TISSUE DISPENSER. 1 1/2" 1 1/211 SCHEDULE ie STANDARD ELECTRIC WATER COOLER SURFACE MOUNT El TOILET LAVATORY - SEE H.C. ELECTRIC WATER COOLER NOTE: FLUM51NG E] ALL GRAIS BAR5 INCLUDING THOSE MOUNTED AT TU55, SHOWERS, AND TOILET5 AND TOILET MOUNTED GRA5 5ARS SHALL 5E DESIGNED AND 31 PROVIDE 5LOCKING AS REQUIRED - SEE DETAIL 5/A3a ---- L --------- -------- SUPPORTED A5 TO WITH6TANP A LOAD OF NOT LF-55 THAN 250 POUNDS APPLIEL--) AT ANY POINT DOWNWARD OR HORIZONTALLY AS REQUIRED 5Y THE FLORIDA ACCESS151LITY CODE FOR IBUILDING CONSTRUCTION. (fDROVIDE 5UFFICIENT 5L0C<ING IBEHIND EACH GRA5 5AR IN16TALLATION) CC ."11 TOILET ROOM PLAN ENLATqw. V. TOILET ACCESSORIES - --------------------- INTERIOR ELEVATION a mIRR. GRAS 13AR ACHORING DETAIL r SCALE: 3/6" RM 103, 101 SIM, 12 SCALE: 3/5" SCALE: 3" SPECIFICATION ArZESSOW HIGHEST OPERA15LE PART OF ACCESSORY — EDGE OF WALL 3/4" PLYWOOD SUPPORT LEG WITH FLA5TIC SEMI-RECE65ED TOILET 505RICK 5-661 LAMINATE SURFACE SEE FINISH SCHEDULE C14 L----------- SURFACE MOUNTED TOILET 505RICK 5-(oa5 0 r. rrr r TRASH INSULATION KIT ------------ TOILET -------- ----------- TIE75UE DISPENSER RECEPTACLE 77/_ SEMI -RECESSED PAPER 7r 1/ 14 IS & F31 B TOWEL DISPENSER 505RIC< 5_351b x SURFACE MOUNTED PAPER 505RICK 5-2(o2 FIN15H FLOOR TOWEL DISPENSER -1 3(0 x x "T �-=� _q -q 1y_ (0 5o5RIC< 5-roao& X 3(o SATIN 0 13 31 y roIA2 3(o" GRA5 5AR FINISH WITH SNAP FLANGE FIN15H 0 CIA FLOOR elm. r-LR- MIN, 505RICK 5-6506 X 42 SATIN u MAN 42" GRA5 5AR F FIN15H WITH SNAP FLANGE 51N< ELECT RICAL WATER COOLER PAPER TOWEL DISPENSER WALL HUNr CLEAR WALL MOUNTED SOAP 505RIC< 5-155 DISPENSER COUNTER MOUNTED SOAP IBOIBRiCl< 5-8221 EDGE OF WALL Om DISPENSER INTERIOR ELEVATION ENLARGED TOILET PLAN VANITY DETAIL 01 SCALE: 3/6" F,4-1103 MIRR., 10"I MIRR, 115 MIRR., 126 0 SCALE: 3/a" V-0" — WALL MOUNTED MIRROR 505RICK 5-165 la3O SCALE: 11/2" 1' 0" CLEAR SURFACE MOUNTED TOUCH -18il $'�00 311 -R 505RICK 5 IBUTTON HAND DRYE 0 f EN C14 H x 0) FIN15 RECESSED FEMININE NAPKIN FLOOR 505RIC< 5-353 DISPENSER ------- ----- COUNTER MOUNTED 5INK. H.C. URINAL 5A5Y CHANGING STATION ASI S012 HORIZONTAL 0 EDGE OF WALL RECESSED DISPENSER EDGE OF WALL _J, ----- -- TOILET TOI LET- SEAT -COVER 505RICK 5-3013 12" MAX ---- ....... 42,, MIN 3ro" MIN. 112" MIN, 24" MIN 14 PASS THRU SPECIMEN 505RICK 5-505 CA51NET ccf -- ------ Lu z 0 5/A2 TL GENERAL NOTES LOCATION '1/A2 & 1. FOR TYPICAL H.C. SIGN MOUNTING DETAIL, SEE DETAIL A/A2 FIN15H H.C. W. 2. FOR TYPICAL GRA5 5AR ANCHORING DETAIL, SEE DETAIL 5/A2 FLOOR 0 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL C/A2 H.C. WATER CLO_'�ET H.C. WATER CLOSET 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN '2A NOTE: ................... r.. 5. 50ME KEYED NOTES AND ACCE55ORIE5 DO NOT APPLY UNLE55 1. TYF`IG,4L MOUNTING HEIGHTS UNLE55 OTHERWISE NOTED 7 REFERENCED IN THIS PROJECT 2. THE FLU&H VALVE MU5T 5E LOCATED ON THE APPROACH 51DE OF ANY ACCE5515LE WATER CLOSET INTERIOR ELEVATION ENLARGED TOILET ROOM PLAN TYPICAL MOUNTING WIEGHTS NOT USED SCALE: 3/6" V-011 RM IIS SCALE: 3/6" SCALE: 1/2" = 1'-0" SCALE: X'-X" z X'-X" REVISIONS I BY CC E CN C' CD Ln u E 00 Qd C\] C�� 00 C\1 C L) 0 .F n LLi Z LLJ L) V) 10 L) LAJ 0 > LLi L) 0 -C <z C3 LLJ 00 (3) 00� .3.-j D M LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A2 REFLECTED CEILING LEGEND 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES FINISH) G.W�5 CEILING (SMOOTH 2' x 4'FLUORE5C—ENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION _21 2' x 4'FLUCRE&CENT EMERGENCY LIGHT FIXTURE, LAY IN ELECTRICAL FOR MORE INFORMATION FI= AT SUSPENDED CEILING GRID SYSTEM - SEE 2' x 2'FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL El FOR MORE INFORMATION "011 RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EMERGENCY RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION MEC14ANICAL SUPPLY REGISTER SEE MECHANICAL FOR MORE INFORMATION MECHANICAL RETURN REGISTER SEE MECHANICAL FOR MORE INFORMATION WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION KAE—YED NOTES 0 OUTI INE OF WALL MOUNTED UPPER CABINETS / SHELF - SEE INTERIOR ELEVATION$ (D CEILING MOUNTED CUBICLE CURTAIN TRACK - SEE ID SHEET (D STUCCO SOFFIT / G.We. CEILING - SEE WALL SECTIONS AND CEILING DETAILS GNO CEILING IN THIS AREA - EXPOSED TO STRUCTURE (D WOOD CORNER MOLD - HHH -165 GWOOD CROWN MOLD - HHH 105 WITH ix2 WOOD TRIM - SEE DETAIL (o1A3b 0 CONTROL JOINT IN STUCCO CEILING GG.W.5. WRAPPED DROP HEADER SEE DETAILS GG.WZ. WRAPPED FLUSH HEADER SEE DETAILS GENERv4L NOTES 1. ALL CEILING HEIGHTS SHALL BE 10'-V UNLESS OTHERUJ15E NOTED 2. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 GAUGE - 3 5/a INCH WITH MINIMUM 30 10 SHEET METAL SCREW$ PER CONNECTION. 3. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. 4. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPEC IFICAT IONS. 5. GENERAL CONTRACTOR TO COORIDINATE ALL PROPOSED CEILING HEIGHTS WITH STRUCTURAL AND MECHANICAL DRAWINGSAND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK- (o. SEE SHEET IDI FOR CEILING FINISHES. -1. MTL. STUDS SHALL BE CONNECTED TO STRUCTURAL 5%. W1 (3) 0.145"0 RAM-5ET POWDER DRIVEN FASTENERS. a. MTL. STUDS/CLIP ANGLE SHALL BE CONNECTED TO MTL. STUDS wl MIN (4) 012-14 TEK SCREWS. c3. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STL. w/ (2) 0,145"0 RAMSET POWDER DRIVEN FASTENERSAT 16" O.C. 10. CONTINUOUS TRACK/STUD6/CLIP ANGLES SHALL 5E CONNECTED TO CONCJCMU w/ (2)1/4"0 x 1 1/4" TAPCON FASTENERS AT 24" O.C. 11. CONNECT SHEATHING TO MTL. STUDS w/ 012-14 TEK SCREW& AT (p" O.C. 12. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK w/ (2) 010 TEK SCREWS AT 24" O.C. 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS 80 PROPER AL IGNMENT CAN BE ATTAINED. CLIP I I ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. 14. FOR ALL MOLDINGS CONTACT TRIPLE H INDUSTRIES - GLEN HULTGREN 121-204-0531 R.IEFLECTED CEILIN16k.-we PLAN SCALE: 311(o" a V-01' v 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. SECURE TO STRUCTURE A5OVE. 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT I& " O.C. SECURE TO L= CEILING 3 5/a" 25 GA. (MIN.) METAL FRAMING AT 16" O.C. SECURE SUSFDENDEI) ACOUSTICAL STRUCTURE A5OVE. CEILING 5Y5TEM STUD TO 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT Iro" O.C. SECURE TO STRUCTURE A5OVE. STRUCTURE A50vE. SUSPENDED ACOUSTICAL CEILING SYSTEM SUSPENDED ACOUSTICAL CEILING SYSTEM A 7t 5U5PENDED ACOUSTICAL CEILING SYSTEM 09L 4 LAY -IN ACOUSTICAL T"- CEILING LAY -IN ACOUSTICAL TILE CEILING --------------- Lq: CEILING -------- 1/2" G.W.5. (4) 010 TEK SCREWS AT EACH CONNECTION 10--o CEILING CEILING gk CEI L ING ;::3 -------- (4) 010 TEK SCREWS AT 1/2 GIUB. . .. . . . 0 EACH CONNECTION TOP OF WINDOW 1/2" G.W,B, CEILING I _J L 2 x 2 x 20 GA CLIP AT 1/2" G.W.5. WITH RECES 5 TRACK. I SUSPENDED ACOUSTICAL HEAF-)ER L ------ i CEILING 5Y5TEM 1/2" GYPSUM WALL50ARD 4 5/6" LIGHT FIXTURE. -SEE EACH OUTER CORNER 1/2 G.WB. 1/2 " PLYWOOD 15ACKING LIGHT FIXTURE. SEE ELECTRICAL LEADING EDGE OF TRACK TO ALLIGN WITH LEADING EDGE OF G.W.5. ALUMINUM SLIDING SEE DETAIL &/ABa FOR ELECTRICAL WINDOW - SEE INTERIOR CASED OPENING DETAIL WALL IBEYOND v ELEVATIONS CEILNS DETAIL ICEILINIn DETAIL CEILING DETAIL (DCEILINST63 DETAIL SCALE: 1 1/2" 1'-0" SCALE.- 1 1/'211 11-011 SCALE: 11/2" V-011 SCALE: 1 1/2" a V-011 3 5/6" 25 GA. (MIN.) METAL STUD FRAMING AT IiI O.C. SECURE TO 2" 7' CHANNEL A5OVE. ISTRUCTURE CEILING EXISTING CONCRETE 101- Oil 3 r2/a" 25 GA. (MIN.) METAL STUD VAULT p I � 101-01, Ai-\ \_r SUSPENDED ACOUSTICAL ICAL CEILING FRAMING AT Iro" O.C. SECURE TO CEILING el ILING SYSTEM -1311 CE STRUCTURE A50VE. CEILING (4) 010 TEK SCREWS AT EACH CONNECTION —ISUSPENDED ACOUSTICAL CEILING SYSTEM ------- a,--rv- 5TM. CONCRETE SUSPENDED ACOUSTICAL LIGHT FIXTURE. SEE 1/2 G'WB. CEILING CEILING SYSTEM ELECTRICAL SI-ell OIL v A CEILING Z 2 x 2 x 20 GA CLIP AT EACH OUTER CORNER I x 2 WOOD 2" Z CHANNEI, CORNER MOLL) VA__ TRIM I x 2 WOOD TRIM OR P.T. FURRING HHH '165 (4) 010 TEK SCREWS AT CROWN MOLD ------ *_ - EACH CONNECTION CROWN MOLD HHH 1013 HHH Ioe 0 0 -------- 1/2 11 G.WJ5. (4) 010 TEK SCREWS AT Oil 1/2" G,W.B. EACH CONNECTION HEADER . . . . . . .. TOP OF WINDOW 1/2" G.W.5. WITH TOP OF WINDOW CEILING Z 2 x 2 x 20 GA CLIP AT 1/2" PLYWOOD 5ACKING RECE55 TRACK- EACH OUTER CORNER LEADING EDGE OF LIGHT FIXTURE. SEE TRACK TO ALLIGN WITH 1/2" G.W.5. ELECTRICAL LEADING EDGE OF G.W.5. LIGHT FIXTURE. SEE WALL 5EYONP ALUMINUM SLIDING WINDOW - ELECTRICAL SEE INTERIOR ELEVATIONS CEILING DETAIL CEILING DETAIL CEILINn DETAIL SCALE: 1 1/2" = 1'-0" SCALE: 11/2" - V-01' SCALE: 1 1/211 TV-0" CABINET IN NON RATED WALL MODEL NO. 1021F12 AS MANUFACTURED 5Y J.L. 20 GA. STEEL CHANNEL 5/6" SMOOTH SAND FLOAT FIN15H 5TUCCO INDU5TRIES. FASTEN TO STRUCTURE EXISTING OR NEW EXTERIOR 1/2" GYPSUM WALLIBOARD. A50vE MASONRY WALL CA51NET IN RATED WALL 6" METAL STUDS AT 1611 MODEL NO. 1021F12 FX AS MANUFACTURED BY J.L. 3 5/5" 25 GA. O.C. (6" O.C. AT O.R.'s) INDUSTRIE5 AT ro" WALL& GALv. STEEL STUDS AT &'-0" MODEL NO. 1022FI2 FX AS MANUFACTURED 5Y J.L. C.C. INDUSTRIES AT 4" WALLS 4 7 --- /\__ SOUND INSULATION I x WOOD (POPLAR) CAR WITH EASED SEE FLOOR PLAN FOR EDGE. IX3 FURRINGJ LOCATION FIRE IBLOCKING AS PER FBC III FILL SOLID GROUT P FOIL FACED RIGID INSULATION. 1/2" GYPSUM AS REQUIRED. SEE STRUCTURAL. 1/2" GY105UM WALL50ARD WALLIBOARD. 2 x 4 WOOD NAILER I x 3 POPLAR TRIM F WITH EASED EDGE REFER TO TYPICAL NON -RATED WALL- PARTITION DETAIL FOR MORE INFORMATION 0- 1/2 " G.WB. 3 5/6" METAL STUDS LAY -IN ACOU6TICAL AT 16" O.C. TYPICAL EXTERIOR WALL TY"" TYPICAL 6" INTERIC"' WALL TYPE WIN, OR GYPSUM 50ARD CEILING. SCALE: 11/2" V-011 SCALE: 11/2" V-011 1/2" x 48" WIDE G.W.5. APPLIED 3X3X3/16 STEEL HORIZONTALLY OR VERTICALLY, ANGLE. GYPSUM CORNER JOINTS OVER STUDS, LUALL50ARD STAGGER Iro" C.C. OPPO51TE SIDES. ATTACH TO AND 1/2" GYPSUM PER WALL TYPE STUDS RUNNERS WITH I" LONG TYPE "5" SCREWS AT WALL15OARD. LL FIRE THE JOINTS 4 RUNNER CHANNELS EXISTING CONCRETE INTERIOR 1/2" GYPSUM tu EXTINGUISIw4ER 1/2" TO 3/4" FROM EDGES Or- G.W.5. WALL FIELD VERIFY WALLIBOARD. SEE 5f�FZC5. 6CREW66HALL 5E 5PACED 8" O.C. z ALONG EDGE5 OF 5OARD AND 12" 2" 'Z' CHANNEL U- O.C. IN THE FIELD, COVER JOINTS 3 5/a" METAL STUDS AT WITH TAPE AND JOINT COMPOUND Iro O.C. PER GA - WP - 1200. INCREASE METAL STUD THICKNESS A5 REQUIRED FOR PLUMBING AND ELECTRICAL. 50TTOM OF CABINET TOP OF WALL FIRE IBLOCKING AS PER FIBC III 4" METAL 5TUD5 AT IiI O.C. 3 5/8" OR ro " (SEE FLOOR PLAN) LL, -q GALv. STEEL 5TUD5 AT 1611 O.C, 20 GA.STUDS AT WALL MOUNTED EQUIPMENT Lu SOUND INSULATION - -E FLOOR PLAN FOR 5E LOCATION lu 11 VA__� R-11 IBLANKET INSULATION AT 1/2" GYPSUM BOUND PROOF PARTITIONS ONLY. WALL15OARD. 25 GA. GALv. STEEL CHANNEL FLOOR 5LA5 FASTEN TO SLA5 AT 24" O.C. Z2- 'Z' CHANNEL FLOOR SLA5 REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL FOR INTER'1OR 1/2" GYPSUM MORE INFORMATION WALLIBOARD. FIREEEXTINGUISHER CA5INET SCALE: 1 1/2" = 1'-0" INTERIOR WALL PARTITION (TYP.) SCALE: 11/2" a I'-011 TYPICAL EXISTING VAULT SCALE: 11/2" z V-011 TYPICAL 3 5/8" INTER10WRiNWALL TYPE SCALE: 11/2" V-011 LOW WALL WITH CAP AND SUI=2��;'0.810NPRT DETAIL z SCALE.' 11/2" a V-011 REVISIONS BY 4 00 C\J C'� El C) C"] Z El C\1 El C'q CD 4 Q) 0 Z LLJ :3 (-) Z x Ld Ld C3 :3 -a _J u a - En 0 L.J .0 L3 Ld L) > 0 C-4 113- z om LLJ OC) E2 110 OIX _J D M LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A3b H,\Prqjects\Projects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architecturai\A3b - CLG DETAILS.dwg, 6/13/2012 2:01:40 PM, Adobe PDF.pc3 IROOF LEGEND REVISIONS m FLASHING CLAMPED Sy METAL ROOF DRAIN DOME DRAIN FLANGES 4 WELL ADJU5T,45LE TOP OF [)FAIN BEDDED IN ROOFING cm M, BODY EXTENSION AS REaUIRED I CEMENT ca C= cm BY INSULATION THICKNE-55 ROOFING MEMBRANE ROOF INSULATION TOP OF PAtRAPET (D� -------- 77777tt7 �4 -7777774 A.F.F. 7777�1 7- TOP OF PARAPET APR METAL DECKING TOP OF PARAPET 14l' DECK CLAMP TO ROOF DRAIN LEADER 2 7W7 zf5-*nCr- 0!;;PAIN DETAIL A %%-01 ini SCALE: 1/4" = 1'-0" METAL CAP F1 A5HING 2X WOOD B COORD INAI HE IGHT WOOD CANI 6PECIFIEr�>- METAL DEC< SPECIFIED INSULATION WOOD BLOCKING STEEL ANGLE - SEE STRUCTURAL SPECIFIED ROOFING MATERIAL - RUN UP AND OVER TOP OF CURB SPECIFIED ROOFING MATERIAL CO%R5 DETAIL lei SCALE: I/a" 1'-0" lro'-&" A.F.F. TOP OF PARAPET 131-all AFF. TOP OF AWNING FRAMING .2 38.-0.1 20'-6" A -Fr -- TOP OF MA50NRY COLUMN A.FJ TOP OF PARAPET 20'-8" Af TOP OF PARAPET 1-811 161-811 APP. TOP OF PARAPET 131-51, A.F.F. TOP OF PARAPET SINGLE PLY ROOF SYSTEM INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF 1/4" PER FT MINIMUM SLOPE KEYED NOTES 0 SINGLE PLY MEMBRANE ROOF -SYSTEM OVER MINIMUM 3-20" 1505OARD INSULATION OVER METAL DECKING (D 5UILT-UPCRICKET AS REQUIRED (D PARAPET WALL SYSTEM WITH METAL COPING - SEE WALL SECTIONS GROOF DRAIN - SEE DETAIL A/A4 AND PLUMBING PLANS (D ROOF TOP MECHANICAL UNIT - SEE MECHANICAL DRAWINGS AND DETAIL 5/A4 Gro" PVC RAIN LEADER MANIFOLD TO STORMWATER SYSTEM - SEE CIVIL DRAWINGS G;ENERAL NOTES 1. ALL FLAT ROOF SYSTEMS SHALL HAVE A 1/4" PER FOOT SLOPE U.N.O. 2. CONTRACTOR TO VERIFY AND COORDINATE ALL ROOF TOP EQUIPMENT LOCATIONS AND REQUIRED ROOF PENETRATIONS WITH MECHANICAL AND STRUCTURAL DRAWINGS. NOTIFY ARCHITECT WITH ANY DISCREPANCIES. 3. CHECKALL LOCAL CODES FOR MECHANICAL UNIT PLACEMENT REQUIREMENTS, ROOF PENETRATION REQUIREMENTS, ETC. C\J C\1 C"i if) LO El 00 C\A t-- x mr.10 mm, W10 ilAm, cc C\1 > C) C (-) 0 LJ F— Q-C)Z x a) L- LLJ Ld a q < v) 0 La LL- V) 0 > LLI M 0 C -C C14 CL 4) Z 0(t) N OC) LLJ DOW *5 —J :3 M LL. Date: 06. 12. 12 rScale: AS NOTED cal. A NOTED Project Mgr: Drawn: Job: 10-611 0 ROOF PLAN SCALE: 3116" ENT M"7--:To41L 61 SCALE: 1 1/2'' = 1'-0" 1 Sheet A4 1 N 1 r mi 01 EXTERIOR ELEVATION SCALE. 3116" 2 V-0" 09L IV-6" A.F.F. '-f TOP OF WALL A.F.F. TOP OF PARAPET 13'-B" A.F.F. TOP OF PARAPET 10'-4" A.F.F. 50TTOM OF SOFFIT TOP OF WINDOWS 09L 0'-0" FF�E. \,f TOP OF 5L,45 - 1_L 71 2 mKir ff3r, EXTERIOR ELEVATION SCALE: 3116" a V-01' I I r I mil 01 EXTERIOR, ELEVATION 1;�—ALE: 3/16" - V-0" 11", mi Evil E14', EXTERIOR ELEVATION SCALE: 3/16" - V-011 2 213F KEYED NOTES 0 EXTERIOR WALL SYSTEM WITH SMOOTH SAND -STUCCO FINISH WALL SECTIONS (D DOOR / WINDOW SYSTEM - SEE FLOOR PLANS AND SCHEDULES (D LIGHT FIXTURE — SEE ELECTRICAL DRAWINGS GELECTRICAL SERVICE SEE ELECTRICAL DRAWINGS (D CONCRETE SIDEWALK SEE ARCHITECTURAL SITE PLAN GALUMINUM COPING OVER PARAPET / COLUMN -SEE WALL SECTIONS 0 STUCCO CONTROL JOINTS (TYPICAL) GBUILDING SIGNAGE BY OWNER GAUTOMATIC SLIDING ALUMINUM DOOR SYSTEM SEE FLOOR PLAN GASPHALT SURFACE - SEE ARCHITECTURAL 51TE PLAN (D "CULTURED" STONE VENEER — SEE WALL SECTIONS AND FLOOR PLAN (D COLUMN WRAPPED IN BREAK METAL TO MATCH STOREFRONT 5Y5TEM EXTERIOR FINISH SCHEDULE FP1 I PAINT COLOR TO BE 5W 6101 [H] PAINT COLOR TO BE SW 10rc>4 PASSIVE FF31 PAINT COLOR TO BE SW 6140 MODERATE WHITE CULTURED STONE VENEER - 15ORAL STONE PRODUCTS El PRO —FIT LEDGESTONE "PLATINUM". CONTACT DOUG MCCALL AT OLD CASTLE SUPPLIERS CzENERAL NOTES 1. GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATIONS 2. PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A WATERTIGHT CONDITION 3. ALL CORNER 5EADS AND ALL OTHER STUCCO ACCESSORIES TO BE 10096 PLASTIC/ VINYL. 4. VERIFY ALL PAINT COLORS WITH ARCHITECT PRIOR TO INSTALLATION. 5. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WOR< KEY PLAN 3/A5 *Wpl L 11 IM REVISIONS BY C\J E c; CN J_— E 0-0 r-- 0 C"i C-4 Cl) GO CN (D C) CD 0 z LLi CL L) Z x Li LLi 0 < 0 LLI LL_ 0 LLi :E > 0 F— c,4 a Z 0(1) OON 14) C WO ow m LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Shee.t. A5 K\ProjectsWrojects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\A5 - EXTERIOR ELEVATIONS.dwg, 6/13/2012 2:01:58 PM, Adobe PDF.pc3 7---T ------ f__I i 1 11 - .1111, 1 ALUMINUM HEMED Lf SET IN Ar- ICE AND i WATERPR METAL SE FABTENEF SEALANT CONTINUO EXTEND F PLY ON F UP AND C OF PARAI UNDER cc UrA ) IDETAIL I SCALE: 3" = 1--0" 01 WALL 51-=(STION SCALE: 3/4" = I'-011 3 5/a" METAL STUD FRAMING SEE STRUCTURAL ALUMINUM COPING WITH HEMED - LEADING EDGE SET IN ADHESIVE OVER ICE AND WATER OHIELD WATERPROOF MEM5RAI`4t ONE LAYER OF 1/2" 1/2"o x (o" ANCHOR 5014T5 OR---� EXTERIOR GRADE EXPANSION ANCHORS At 4a" O.C. PLYWOOD SHEATHING USE &HIM TO SLOPE ONE LAYER OF 1/2-, ExttRicR TOWARDS ROOF GRADE PLYWOOD 81-15ATHING - AS REQUIRED USE &HIM TO SLOPE Tl:�WARD-S ROOF AS REQUIRED METAL SELF 5EALING FASTENERS AT 4a" O.C., 2x P.T. WOOD NAILER LOCK FLASHING SEALANT roll METAL STUDS AT I&" 0,C. (TYPICAL) - SEE STRUCTURAL -1/all SMOOTH SAND STUCCO FIN16H OVER GALV. METAL LATH OVER "T'T-VEK" STUCCO WRAP OVER 1/21' EXTERIOR GRADE PLYWOOD SHEATHING Is SEALANT - MA60NRY WALL SYSTEM - SEE STRUCTURAL 5/6" SMOOTH SAND FLOAT FIN16H STUCCO DETAIL SCALE: 3" = V-V a ERA tL- �Fr= 01 PETAL SCALE: 3" z V-V -2 r. IQ 11 M=r A I Wr"n ==AMIM4. -_E STRUCTURAL -UMINUM COPING WITH HEMIED E-ADING EDGE SET IN ADHESIVE vER ICE AND WATER SHIELD ATERPROOF MEMBRANE V4, x 6" ANCHOR BOLTS OR XPANSION ANCHORS AT 46" O.C. NE LAYER OF 1/2" EXTERIOR RADE PLYWOOD SHEATHING 5E SHIM TO SLOPE TOWARDS !OOF As REQUIRED OCK FLASHING ,EALANT x P.T. WOOD NAILER 1ASONRY WALL SYSTEM - �EE STRUCTURAL )16" SMOOTH SAND FLOAT :INISH STUCCO TOP OF PARAPET /COLUMN 13'-6" A.F.F. - TOP OF PARAPET 10'-4" AFF. - 50TTOM OF SOFFIT 01-01, F.F.E. TOP OF SLAB GENERAL lqolr=s 1. EXTERIOR STUCCO TO BE SMOOTH SAND FLOAT STUCCO FINISH, TYPICAL. 2. SEE FLOOR PLAN AND EXTERIOR ELEVATIONS FOR WALL SECTION LOCATIONS. 3. SEE EXTERIOR ELEVATIONS FOR ALL EXTERIOR FINISHES. 4. ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO BE PRESSURE TREATED WOOD. 5. SEE STRUCTURAL DRAWINGS FOR ALL STSJ1JCTURAL STEEL BEAMS, JOISTS AND ALL CONCRETE REINFORCING. (o. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY. KEYED NOTES 0 SINGLE FLY ROOFING MEMBRANE OVER MIN. 3.20" 15015OARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/4" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS (D CONT. 4" CANT STRIP (D 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER GALv. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING WOOD CORNER MOLD - HHH -Iro5 (D '116" SMOOTH SAND FLOAT FIN15H 67UCCO OVER GALV. METAL LATH G8" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND HORIZONTAL REINFORCEMENT STEEL BAR JOIST - SEE STRUCTURAL STEEL BEAM - SEE STRUCTURAL STEEL ANGLE - SEE STRUCTURAL CONT. SPRINGLOCK FLASHING BY "FRY REGLET'l (D 6" METAL STUDS AT IV' O.C. (TYPICAL) - SEE STRUCTURAL (D METAL ROOF DECK - SEE STRUCTURAL GFOUNDATION SYSTEM - SEE STRUCTURAL GLINE OF PARAPET / WALL BEYOND (D EXISTING STEEL BAR JOIST - SEE STRUCTURAL GEXISTING STEEL BEAM - SEE STRUCTURAL 0 EXISTING METAL ROOF DECK - SEE STRUCTURAL GREMOVE PORTION OF EX15TING METAL ROOF DECK ATSTUD PARAPET WALL FACE - SEE STRUCTURAL GREINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL 0 CLEAN, COMPACTED, TERMITE TREATED FILL GAPPROXIMATE GRADE GEXISTING CONCRETE SLAB ON GRADE - SEE 6TRUCTUR,4L G1/2" EXPANSION JOINT MATERIAL GCONCRETE SIDEWALK - SEE SITE PLAN 0 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI G4" METAL STUDS AT Iro" O.C. (TYPICAL) - SEE STRUCTURAL (D CONTINUOUS BASE - SEE FIN15H SCHEDULES AND SHEET 101 GEXISTING FOUNDATION SYSTEM - SEE STRUCTURAL LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 1/2" CD GYPr2UM CEILING BOARD - SEE CEILING PLAN AND DETAILS (D 1/2" GYPSUM WALL 50ARD (D 1/2" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT Iro" O.C. OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF ROOF DECK. EXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL GCONCRETE BEAM - SEE STRUCTURAL GLIGHT FIXTURE - SEE ELECTRICAL GDOOR / WINDOW SYSTEM - -SEE DOOR / WINDOW SCHEDULE 0 ROOF DRAIN SYSTEM - SEE ROOF PLANS ro" PVC LEADER SYSTEM FROM ROOF DRAIN TO STORMWATER SYSTEM - SEE ROOF PLAN AND CIVIL DRAWINGS R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS SEE FLOOR PLAN WOOD CROWN MOLD - HHH 1013 WITH I x 2 WOOD TRIM G1/2" EXTERIOR GRADE PLYWOOD SHEATHING (D ALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND WATER SHIELD WATERPROOF MEMBRANE EXISTING CONCRETE BEAM - SEE STRUCTURAL G"CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO, SEE EXTERIOR ELEVATIONS a" PRECAST LINTEL - SEE STRUCTURAL 5/8" SMOOTH SAND FLOAT FINISH STUCCO OVER CMU WALL REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL 3 5/5" METAL STUD FRAMING WALL AT I(o" O.C. GKNOCK -OUT BLOCK COURSE - SEE STRUCTURAL (9 LINE OF EXISTING METAL ROOF DECK AND NEW ROOF DECK (D EXISTING CONCRETE VAULT ROOF / WALL (D 1/2" G.W.5. OVER 2" "Z" CHANNEL FRAMING (D RECESSED PEDIMAT. ISEE FINISH SCHEDULES DRILLAND EPDXY (1)05 AT 6" O.C. VERT. REINF. INTO EXISTING CMU WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL NEW CONCRETE SLAB TO ALIGN WITH EXISTING ADJACENT CONCRETE SLAB. CLIP ANGLE - SEE STRUCTURAL (D DOWEL CONNECTION BETWEEN NEW SLAB AND EXISTING - SEE STRUCTURAL EXISTING CMU WALL SYSTEM - G.C. TO VERIFY IF CMU WALL DOES NOT EXIST PROVIDE AS SHOWN KEY PLAN REVISIONS BY 00 C\1 x C\1 M c) 00 C\1 E C-A CID 00 Cq 0 Lu x L) Z LL1 LAJ V) ui LL- _y (A 0 0 L_ = UJ < a — m -C > 0 F— c,4 Z 0(i) 00 LLI W) 0 COW *5 -1 -1 M LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A6a r! ALUMINUM COPING WITH HEMED LEADING EDGE SET IN ADHESIVE OVER ICE AND WATER 5HIELD WATERPROOF MEM5RANE METAL -SELF SEALING — FASTENERS AT 45" O.C. SEALANT -1/8" SMOOTH 6AND &TUC FIN15H OVER GALV. r'IET,� LATH OVER "TYVE<" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING x x x x ------------------------------- ------------------------------- 'A I - — L IGI DETAIL SCALE: 3" = 1'-0" 101 WALL 5ECTION SCALE: 3/4" = 1'-0" ONE LAYER OF 1/2" EXTERIOR GRADE PLYWOOD SHEATHING USE SHIM TO SLOPE TOWARDS ROOF AS REQUIRED LOCK FLASHING SEALANT (o" METAL STUDS AT 16" O.C. (TYPICAL� - SEE STRUCTURAL -1/,5" SMOOTH SAND STUCCO FIN16H OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 3 5/5" ME FRAMING - SEE CEI 1/2" CC) G' CEILING E I x 2 WOO! CROWN M, 3 5/01, ME AS REQUI 1/2" G.W,S BLOCKINC SEALANT WINDOW 5 rl_(_�K r—L-AAIN AANI-,1 W1NL,,1Q.,W SCHEDULE S1oETAIL SCALE: 3" = V-V /011N STEEL BEAM - SEE STRUCTURAL 3 5/5" METAL STUD FRAMING AS REQUIRED 1/2" CD GYPSUM CEILING BOARD BLOCKING AS REQUIRED SEALANT 3 5/81, ME AT 16" O.0 PLAN STEEL BE STRUCTUS 5LOCKINC 1/21, CD G, 5OARI-_> SEALANT WINDOW 9 rL"^_�m 1-4114L.� WIINL./I�.Iw SCHEDULE 01 DETAIL S,-ALE: 3" = V-V 3 5/6" METAL STUD FRAMING AS REQUIRED I/a" SMOOTH SAND STUCCO FINISH OVER GALV. METAL LATH OVER 'ITYvEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING BLOCKING AS REQUIRED SEALANT 16'-8" AFF. TOP OF PARAPET /COLUMN 131-611A.F.F. I-L TOP OF 1�j PARAPET 10'-4" Aff. rL 50TTOM OF: 'IV SOFFIT V-4" AFF. rL f—OPOF r5OOR/ 111�7 WINDOW OPENINGS 01-01, F.F.E. rL TOP OF SLAB 4IJ GEN-ERAL NOTES 1. EXTERIOR STUCCO TO BE SMOOTH SAND FLOAT STUCCO FINISH, TYPICAL. 2. SEE FLOOR PLAN AND EXTERIOR ELEVATIONS FOR WALL SECTION LOCATIONS. 3. SEE EXTERIOR ELEVATIONS FOR ALL EXTERIOR FINISHES. 1 4. ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO BE PRESSURE TREATED WOOD. 5. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL BEAMS, JOISTS AND ALL CONCRETE REINFORCING. 6. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY. KEYED NOTES 0 SINGLE PLY ROOFING MEMBRANE OVER MIN. 3.20" 15050ARID INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/4" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS (D CONT. 4" CANT STRIP -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING GWOOD CORNER MOLD - HHH Iro5 (D -1/8" SMOOTH ISAND FLOAT FIN15H -STUCCO OVER GALV. METAL LATH G6" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND HORIZONTAL REINFORCEMENT 0 STEEL BAR JOIST - SEE STRUCTURAL 0 STEEL BEAM SEE STRUCTURAL (D STEEL ANGLE SEE STRUCTURAL. GCONT. SPRINGLOCK FLASHING BY "FRY REGLET11 0 6" METAL STUDS AT 16" O.C. (TYPICAL) - SEE STRUCTURAL 0 METAL ROOF DECK - SEE STRUCTURAL GFOUNDATION SYSTEM - SEE STRUCTURAL GLINE OF PARAPET / WALL BEYOND GEXISTING STEEL BAR JOIST - SEE STRUCTURAL GEXISTING STEEL BEAM - SEE STRUCTURAL 0 EXISTING METAL ROOF DECK - SEE STRUCTURAL GREMOVE PORTION OF EXISTING METAL ROOF DECK AT STUD PARAPET WALL FACE - SEE STRUCTURAL GREINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL (a CLEAN, COMPACTED, TERMITE TREATED FILL 0 APPROXIMATE GRADE 0 EXISTING CONCRETE SLAB ON GRADE - SEE STRUCTURAL G1/2" EXPANSION JOINT MATERIAL GCONCRETE SIDEWALK - SEE 51TE PLAN FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI 4" METAL STUDS AT 16" O.C. (TYPICAL) - SEE STRUCTURAL (D CONTINUOUS BASE - SEE FINISH SCHEDULE$ AND SHEET IDI GEXISTING FOUNDATION SYSTEM - SEE STRUCTURAL GLAY -IN ACOUSTICAL CEILING SYSTEM - -SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 1/2" CC) GYPSUM CEILING BOARD - SEE CEILING PLAN AND DETAILS 0 1/2" GYPSUM WALL BOARD 0 1/2" GYPSUM WALL 50ARD OVER 3/4" FURRING STRIPS AT Iro" O.C. OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF ROOF DECK. GEXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL GCONCRETE BEAM - -SEE STRUCTURAL 0 LIGHT FIXTURE - SEE ELECTRICAL (s DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 0 ROOF DRAIN SYSTEM - SEE ROOF PLANS 0 V' PVC LEADER SYSTEM FROM ROOF DRAIN TO 5TORMWATER SYSTEM - SEE ROOF PLANAND CIVIL DRAWINGS GR-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS SEE FLOOR PLAN WOOD CROWN MOLD - HHH 105 WITH I x 2 WOOD TRIM G1/2" EXTERIOR GRADE PLYWOOD SHEATHING GALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND WATER SHIELD WATERPROOF MEMBRANE GEXISTING CONCRETE 15EAM - SEE STRUCTURAL "CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO. SEE EXTERIOR ELEVATIONS G6" PRECAST LINTEL - SEE STRUCTURAL (9 5/6" SMOOTH SAND FLOAT FINISH STUCCO OVER CMU WALL (D REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL 3 5/5" METAL STUD FRAMING WALL AT Iro" O.C. KNOCK -OUT BLOCK COURSE - SEE STRUCTURAL LINE OF EXISTING METAL ROOF DECK AND NEW ROOF DECK (D EXISTING CONCRETE VAULT ROOF / WALL (D 1/211 G.W.5. OVER 211 17" CHANNEL FRAMING RECESSED PEDIMAT. SEE FINISH SCHEDULES DRILL AND EPDXY (L)05 AT 8" O.C. VERT. REINF. INTO EXISTING CMU WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL 0 NEU) CONCRETE SLAB TO ALIGN WITH EXISTING ADJACENT CONCRETE SLAB. GCLIP ANGLE - ISEE STRUCTURAL 0 DOWEL CONNECTION BETWEEN NEW SLAB AND EXISTING - SEE STRUCTURAL GEXISTING CMU WALL SYSTEM - G.C. TO VERIFY IF CMU WALL DOES NOT EXIST PROVIDE AS SHOWN KEY PLAN REVISIONS BY 4 00 u Q0 C\1 00 co, C\1 vi 7 7. E co >, I C-A Cq > 0 Z LLJ —i F_ CL x (-)Z LL1 5:2 _J L) a- L. < -0 0 W M 0 LLJ < > 0 -C F- N a- Z C:) 00 PO C)m M LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A6b H:\Prpjects\Projects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\A6 - WALL SECTION.dwg, 6/13/2012 2:02:21 PM, Adobe PDF,pc3 20'-8" Af TOP OF PARAPET Eo DETAIL SCALE: 3" z I'-V 4EA Sim. 3 5/6" METAL STUD FRAMING - SEE STRUCTURAL ALUMINUM COPING WITH HEMED LEADING EDGE SET IN ADHESIVE OVER ICE AND WATER SHIELD WATERPROOF MEMBRANE 1/2 " 0 x ro " ANCHOR BOLTS OR EXPANSION ANCHORS AT 46" O.C. ONE LAYER OF 1/2" EXTERIOR GRADE PLYWOOD SHEATHING - USE SHIM TO SLOPE TOWARDS ROOF AS REQUIRED LOCK FLASHING SEALANT 2x P.T. WOOD NAILER MA50NRY WALL SYSTEM - SEE STRUCTURAL "CULTURED" STONE VENEER OVER MORTAR - SEE EXTERIOR ELEVATIONS IV-6" AFF. TOP OF PARAPET /COLUMN TOP OF TOP OF PARAPET I I PARAPET 10'-4" A.F.F. r_� BOTTOM OF SOFFIT 01-01, F.F.E. TOP OF SL 101 WALL 51-H(STION SCALE: 3/4" = 1'-0" WALL SECTION SCALE: 3/4" - V-011 10'-4" Aff. BOTTOM OF SOFFIT V-4" AFF. TOP OF WINDOUJRI� OPENING 5'-4" Aff. 50TTOM OF WINDOW OPENING V-0" F.F.E. __L TOP OF SLA5 G ENE R_A. L N 0 T E S =-XTERIOR STUCCO TO BE SMOOTH SAND FLOAT STUCCO FINISH, rYPICAL. �EE FLOOR PLAN AND EXTERIOR ELEVATIONS FOR WALL SECTION -OCATIONS. �EE EXTERIOR ELEVATIONS FOR ALL EXTERIOR FINISHES. ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO BE ORES5URE TREATED WOOD. == AT=lf-THWAI MQAIIJIM�'_C� r-n= Al I l:',TC;lHt-TH=Al ar==l =k=AM0_ JOISTS AND ALL CONCRETE REINFORCING. 6. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY. KEYED NOTES 0 SINGLE PLY ROOFING MEMBRANE OVER MIN. 3.20" 15050ARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/4" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS (D CONT. 4" CANT STRIP (D 116" SMOOTH SAND FLOAT FIN15H STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING GWOOD CORNER MOLD - HHH 165 GI/a" SMOOTH SAND FLOAT FINISH STUCCO OVER GALv. METAL LATH Ga" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND HORIZONTAL REINFORCEMENT (D STEEL BAR J015T - SEE STRUCTURAL GSTEEL BEAM - SEE STRUCTURAL GSTEEL ANGLE - SEE STRUCTURAL GCONT. SPRINGLOCK FLASHING MY "PRY REGLET" (D &" METAL STUDSAT 16" O.C. (TYPICAL) - SEE STRUCTURAL 0 METAL ROOF DECK - SEE STRUCTURAL FOUNDATION 5Y5TEM - SEE STRUCTURAL LINE OF PARAPET / WALL BEYOND GEXISTING STEEL BAR JOIST - SEE STRUCTURAL GEXISTING STEEL BEAM - SEE STRUCTURAL 0 EXISTING METAL ROOF DECK - SEE STRUCTURAL GREMOVE PORTION OF EXISTING METAL ROOF DECK AT STUD PARAPET WALL FACE - SEE STRUCTURAL GREINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL 0 CLEAN, COMPACTED, TERMITE TREATED FILL 0 APPROXIMATE GRADE 0 EXISTING CONCRETE SLAB ON GRADE - SEE STRUCTURAL G1/2" EXPANSION JOINT MATERIAL (a CONCRETE SIDEWALK - SEE SITE PLAN 0 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI (a 4" METAL 5TUDSAT Iro" O.C. (TYPICAL) - SEE STRUCTURAL (D CONTINUOUS BASE - SEE FIN15H &C-HEDULESAND SHEET IDI GEXISTING FOUNDATION SYSTEM - SEE STRUCTURAL GLAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 1/2" CD GYPSUM CEILING BOARD - SEE CEILING PLAN AND DETAILS (D 1/2" GYPSUM WALL BOARD (D 1/2" GYPSUM WALL 50ARD OVER 3/411 FURRING STRIP5AT Iroll O.C. OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF ROOF DECK. GEXISTING EXTERIOR CMU WALL SYSTEM - SEE -STRUCTURAL GCONCRETE BEAM - SEE -STRUCTURAL GLIGHT FIXTURE - SEE ELECTRICAL (9 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 0 ROOF PRAIN SYSTEM - SEE ROOF PLANS 0 (o" PVC LEADER SYSTEM FROM ROOF DRAIN TO STORMWATER SYSTEM - SEE ROOF PLAN AND CIVIL DRAWINGS GR-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS SEE FLOOR PLAN WOOD CROWN MOLD - HHH 1013 WITH I x 2 WOOD TRIM G1/2" EXTERIOR GRADE PLYWOOD SHEATHING ALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND WATER SHIELD WATERPROOF MEMBRANE EXISTING CONCRETE BEAM - SEE STRUCTURAL G"CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO. SEE EXTERIOR ELEVATIONS 0 6" PRECA5T LINTEL - SEE STRUCTURAL (9 5/5" SMOOTH SAND FLOAT FIN15H STUCCO OVER CMU WALL (D REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL G3 5/5" METAL $TUD FRAMING WALL AT Iro" O.C. KNOCK -OUT BLOCK COURSE - SEE STRUCTURAL LINE OF EXISTING METAL ROOF DECK AND NEW ROOF DECK GEXISTING CONCRETE VAULT ROOF / WALL 0 1/2" G.W.5. OVER 2" "Z" CHANNEL FRAMING 0 RECESSED PEDIMAT. SEE FINISH SCHEDULES DRILL AND EPDXY (1)05 AT 8" O.C. VERT. REINF. INTO EXISTING CMU WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL NEW CONCRETE SLA5 TO ALIGN WITH EXISTING ADJACENT CONCRETE SLAB. CLIP ANGLE - SEE STRUCTURAL 0 DOWEL CONNECTION BETWEEN NEW SLAB AND EXISTING - SEE STRUCTURAL GEXISTING CMU WALL SYSTEM - G.C. TO VERIFY IF CMU WALL DOES NOT EXIST PROVIDE AS SHOWN KEY PLAN H:\Pr ojects\Projects 2010\1061 - FMC Urgent Ca re\04-C D\01 -C D,A\04 -Architect u ra I\A6 - WALL SECTIQN.dwg, 611312012 2:02:26 PM, Adobe PDF.pc3 EO METAL SE FASTENER SEALANT MASONR'T SEE STRU 5/a" st'101 FINISH 6Ti DETAIL SCALE: 3" = 1'-0" ALUMINUM COPING WITH HEMED LEADING EDGE SET IN ADHESIVE OVER ICE AND WATER SHIELD WATERPROOF MEMBRANE 1/2"0 x (o" ANCHOR BOLTS OR EXPANSION ANCHORS AT 4a" O.C. 2x P.T. WOOD NAILER LOCK FLASHING SEALANT MASONRY WALL SYSTEM SEE STRUCTURAL 5/8" SMOOTH SAND FLOAT FINISH STUCCO 6" METAL (TYPICAL 6TRUCTUR 3 51/81, ME' As REQUIF STEEL BE, STRUCTUR, 1/01, V-10C FINISH OVI LATH OvE STUCCO W EXTERIOR PLYWOOD 15LOCKINC SEALANT DETAIL SCALE; 3" z 1'-0" GENERAL NOTES 1. EXTERIOR STUCCO TO 5E SMOOTH SAND FLOAT STUCCO FINISH, TYPICAL. 2. SEE FLOOR PLAN AND EXTERIOR ELEVATIONS FOR WALL SECTION LOCATIONS. 3. SEE EXTERIOR ELEVATIONS FOR ALL EXTERIOR FINISHES. 3 5/6" METAL STUD FRAMING AS 4. ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO 5E REQUIRED PRESSURE TREATED WOOD. 5. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL 5EAMS, 1/2" CD GYPSUM CEILING 5OAkD JOISTSAND ALL CONCRETE REINFORCING. I x 2 WOOD TRIM (o. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY ARCHITECT CROWN MOLD - HHH 10S WITH ANY DISCREPANCIES UPON DISCOVERY. 3 5/5" METAL STUD FRAMING AS REQUIRED 1/2 " G.W�15 5LOCKING AS REQUIRED SEALANT WINDOW SYSTEM - SEE FLOOR PLAN 161-811 A.F.F. - TOP OF PARAPET /COLUMN TOP OF KEYED NOTES 0 SINGLE PLY ROOFING MEMBRANE OVER MIN. 3.20" 150BOARZ) INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/4" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS (D CONT. 4" CANT STRIP (D -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING GWOOD CORN�ER MOLD - HHIH 1(cp5 (D -116" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH G6" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND HORIZONTAL REINFORCEMENT 0 STEEL 5AR JOIST - SEE STRUCTURAL (D STEEL 5EAM SEE STRUCTURAL GSTEEL ANGLE SEE STRUCTURAL GCONT. SPRINGLOCK FLASHING eY "FRY REGLET11 (D ro" METAL 5TUD5 AT 16" O.C. (TYPICAL) - SEE STRUCTURAL 0 METAL ROOF DECK - SEE STRUCTURAL 0 FOUNDATION SYSTEM - SEE STRUCTURAL GLINE OF PARAPET / WALL BEYOND (D EXISTING STEEL BAR JOIST - SEE STRUCTURAL GEXISTING STEEL BEAM - SEE STRUCTURAL 0 EXISTING METAL ROOF DECK - SEE STRUCTURAL GREMOVE PORTION OF EXISTING METAL ROOF DECKAT STUD PARAPET WALL FACE - SEE STRUCTURAL GREINFORCED CONCRETE 5LA5 ON GRADE - SEE STRUCTURAL (a CLEAN, COMPACTED, TERMITE TREATED FILL 0 APPROXIMATE GRADE 0 EXISTING CONCRETE SLA15 ON GRADE - SEE STRUCTURAL G1/2" EXPANSION JOINT MATERIAL GCONCRETE SIDEWALK - SEE SITE PLAN (a FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI G4" METAL STUDS AT Wo" O.C. (TYPICAL) - SEE STRUCTURAL GCONTINUOUS 5ASE - SEE FINISH 6CHEDULESAND SHEET IDI (a EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL 0 LAY-INACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 1/2" CD GYPSUM CEILING 5OARID - SEE CEILING PLAN AND DETAILS 0 1/2" GYPSUM WALL 50ARD (D 1/2" GYPSUM WALL 50ARD OVER 3/4" FURRING STRIPS AT 16" O.C. OVER V RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF ROOF DECK (D EXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL GCONCRETE BEAM - SEE STRUCTURAL 0 LIGHT FIXTURE - SEE ELECTRICAL (9 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 0 ROOF DRAIN SYSTEM - SEE ROOF PLANS G(p" PVC, LEADER SYSTEM FROM ROOF DRAIN TO STORMWATER SYSTEM - SEE ROOF PLAN AND CIVIL DRAWINGS R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS - SEE FLOOR PLAN WOOD CROWN MOLD - HHH IOS WITH I x 2 WOOD TRIM G1/2" EXTERIOR GRADE PLYWOOD SHEATHING ALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND WATER SHIELD WATERPROOF MEMBRANE GEXISTING CONCRETE BEAM - SEE STRUCTURAL -,CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO. SEE EXTERIOR ELEVATIONS 0 6" PRECAST LINTEL - SEE STRUCTURAL (9 5/6" SMOOTH SAND FLOAT FINISH STUCCO OVER CMU WALL (D REINFORCED KNOCK -OUT 5LOCK TIE BEAM - SEE STRUCTURAL (9 3 5/5" METAL STUD FRAMING WALL AT Iro" O.C. 0 KNOCK -OUT BLOCK COURSE - SEE STRUCTURAL (9 LINE Of: EXISTING METAL ROOF DECK AND NEW ROOF DECK 0 EXISTING CONCRETE VAULT ROOF / WALL (D 1/2" GW�15. OVER 2" "Z" CHANNEL FRAMING 8 RECESSED PEDIMAT. SEE FINISH SCHEDULES GDRILL AND EPDXY (1)05 AT 6" O.C. VERT. REINF. INTO EXISTING CMU WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL NEW CONCRETE SLA5 TO ALIGN WITH EXISTING ADJACENT CONCRETE SLAB. CLIP ANGLE - SEE STRUCTURAL 0 DOWEL CONNECTION BETWEEN NEW SLAB AND EXISTING - SEE STRUCTURAL EXISTING CMIJ WALL SYSTEM - G.C. TO VERIFY IF CMU WALL DOES NOT EXIST PROVIDE AS SHOWN KEY PLAN REVISIONS BY or m ul) 71 Lr) CN :D CS C LJ a :3 �- 11L z LLi Li u 0 < 0 L.Li L- 00 LLJ C; 0 > m 0 v--- -C F— C-4 <z 0 LLJ 00 r4) E2 0 *6 OW _J D Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A6d N WALL SECTION 0 ,CALE: 3/4" = 1'-0" SECTION.dwg, 6/13/2012 2:02:31 PM, Adobe PDF.pc3 DECK EXTEND WALL TO UNDER51DE OF ROOF DECK PER U.L. DESIGN U.465 STEEL CHANNEL I ZI- IL7 LAY- INACOU5TICAL OR GYPSUM BOARD CEILING. SEE UL DESIGN NO. U465 R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS ONLY. ,1 3 5/au OR rou (SEE FLOOR PLAN) GALV. STEEL STUDS AT Iron O.C, 20 C -sA.STUD5 AT WALL MOUNTED EQUIPMENT 25 GA. GALV. STEEL C�IANNEL FASTEN TO SLAB AT 24" O.C. FLOOR SLAB IG)lrM. a� S_-Up, F11=` RATEO PARTITIM SCALE: 1 1/2" = 1'-0" —1 Design No. U465 ScI)tLirbei 27, 2005 Noubcai ing Wall Rating - I HR. X, Floor all([ Ceiling Runners - (not shown) - Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in. e-gs, foi med flout min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 it' . OC olax. 2. St ' c I SuiLk - Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG galv steel spaced 24 in. OC max. 3, Baus and Blankets* - (Optional) - Mineral wool or glass fibei halts partially orcompletcly filling Sind CuYity. See Itatis, and Blankets (BZ,IZ) category for names of0assified companies. 3A. Fibci, Spiaved* - As an alternate to Halts and Blankets (Itcrn 3) - Spray applied cellulose material. The fiber is allphed with water to completely fill the enclosed cavity in accordance with the application Just] LICtiorl' SLIPPIICd with the product. Norninal dry density of3.0 llb/0. Alternate application method: The fiber is zipplied with U.S. Greenfibei LLC Type AD] 00 ]lot melt adhesive at a nominal ratio of one pai I adlicsive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the aplfll�aliOil 11SIRICtiOuS Supplied with the product. Nominal dry density of2.5 lb/ft3. U S GkECNFIHER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 313, Fiber, Spruyed* - As an alternate to Batts and Blankets (Itern 3) and Item 3A - Spray applied ce�,I�dosc insul.mon material. The Fiber is applied with water to interior surfaces in accordance with the 11� C116011 111SIRACtiOlIS 9LII)Illied with the product. Applied to completely fill the enclosed cavity, M lumu'll fiy dcnsiiy of4.3 pounds per cubic ft. NU -WOOL ( 0 INC' - Cellulose Insulation 4. UVIISLI111 Boatd* - 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with I in. long ' Type S steel screws spaced 8 in. OC. along edges ofboard and 12 in. OC in the field ofthe boatd. Joiuts cuiented verlicilly and staggered on opposite sides ofthe assembly. When attached to itc��i 6 (:csilicnt channels) m 6A (furring channels), wallboard is screw attached to furring channels wi I I i i. long, Type S steel screws spiced 12 in. OC. AMERICAN GYPSUM CO - Types AG-C, AC3X-I BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - T v pC DkX-1. BPB AMFkICA INC -Types 1, EGRG, ProRoc Type X, ProRoc TypeC. BPB CANADA INC - ProRoc Type C, PioRoc Type X or PioRoc Type Abuse -Resistant. CANADIAN GYPSUM COMPANY - Types AR, C, IP-AR, IP-X 1, IP-X2, IPC-AR, SCX, SHX, WRC ol WRX, G-11 GYPSUM COI�P, SUR OF CJEOR6IA-PACIFIC CORP - Types 5,9, C, DAP, DID, DA, DGG, IDS, GPFS6. LAFAkGE NORTH AMERICA INC - Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A. NA'f IONAL GYPSUM CO - Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5. PABCO BUILDING PRODUCTS L L C, DRA PABCO GYPSUM -Type PG-C or PG-9. PANEL REY S A - Type PRX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX-1 STANDAI�D GYPSUM L L C - Types FRX-6, VPBX-6, FRWRX-6, SHTGX-6, FRX-6 Exterior Gypsuin Soll-il Board, SG-C. TEMPLE -INLAND FOREST PRODUCTS CORP - Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, SofFt - Type X, TG-C. UNI 1171) STA FES GYPSUM CO - Type AR, C, FRX-G, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SEX, Wk(',,t WRX. USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-XI, IP-X2, ]PC -AR, SCX, SHX, WRC or WRX. 4A. Gypsum Board* - (As alternate to Itein 4) - Nom 5/8 in. thick gypsum panels with beveled, square oi tapeied edgos, applied vertically or horizontally. Vertica[joints centered over studs and staggered Cule.SlUd cavity OD opposite sides ofstLids. Horizontal edgejoints and horizontal buttjoints on opposite sides ot-studs need not be staggered oi backed. Panels attached to steel studs and floor runner with I in. loug Type S steel sciews spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and hollorn edges and 12 in, OC in the field when panels areapplied vertically. CANADIAN 6YPSUM COMPANY - Types AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WIW, ol WRX. UNITED STATES GYPSUM CO - TypeAR, C, FRX-G, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WIZC or WPX. USG MEXICO S A DE C V - TypeAR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. 4B. G�p�tuu Ito -aid* - (As an alternate to Items 4 or 4A) - Nonn 3/4 in. thick, 4 ft wide, installed as desclibed in Item 4A with screw length increasedho 1-1/4 in. CANADIAN GYPSUM COMPANY -Types AR, IP-AR. UNI I ED STATES GYPSUM CO -Types AR, IP-AR. USG MEXICO S A DE C V - Types AR, IP-AR. 5.Joint I �qpe and Compound - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw hcads; paper tape, 2 in. wide, embedded in first layer ofcornpound overall joints. As an atim,tc, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of C a , silied venccr baseboard. Joints reinforced. 6. Resilient Channel - (Optional -Not Shown) - 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to cacti intersecting stud with 1/2 in. long type S-12 panhead steel screws. CA. Steel Fionning Members (Not Shown)* - As an alternate to Item 3, furring channels and resilient Sound sol�iuon clip as described below: a. FLH I lug' Channels - Formed ofNo. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC pCrpCll1hCUlar tostuds. Channels secured to studs as described in Item b. Ends ofadjoining channels are ovei lapped 6 in. and tied together with double strand ofNo. 18 SWG galv steel wire near each end of'overlap. As an alternate, ends ofadjoining channels may be overlapped 6 in. and secured together with two self -tapping #6 Framing screws, min. 7/16 in. long at the midpoint ofthe overlap, with one screw oil each flange ofthe channel. b. Steel Hauling Members* - Used to atlach furring channels (Item a) to studs (Itern 1). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. I-Lirring channels are friction fitted into clips. PAC INTERNATIONAL INC - Type RSIC-I. .Bea, ing the UL Classification Mark LIL DE-51GN NO. U465 lei SCALE: N.T.S. 20--a" AFF. TOP OF PARAPET k0'-0" F.F.E. 's-f TOP OF SLAB 0 WALL SECTION I SCALE: 3/4" - I'-011 A V (- cy. 51M. T6P OF PARAPET 13--au Ar-r, — TOP OF PARAPET 10--4" AF-R . .... - BOTTOM OF g1k -J'-4" Aff. — 'If TOP OF WIND257LU OPENING o,-vu Fprz. TOP OF SLAB WALL ISECTION SCALE: 3/4" x V-011 GENERAL NOTES 1. EXTERIOR STUCCO TO BE SMOOTH SAND FLOAT STUCCO FINISH, TYPICAL. 2. SEE FLOOR PLAN AND EXTERIOR ELEVATIPNS FOR WALL SECTION LOCATIONS. 3. SEE EXTERIOR ELEVATIONS FOR ALL EXTERIOR FINISHES. 4. ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO BE PRESSURE TREATED WOOD. 5. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL BEAMS, J015TS AND ALL CONCRETE REINFORCING. (o. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY. I 1M.M. KEYED NOTES 0 SINGLE FLY ROOFING MEMBRANE OVER MIN. 320" 1605OARI-D INSULATION - BUILD UPINE)ULATION AS REOUIRED TO PROVIDE 1/4" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS (D CONT. 4" CANT STRIP (D 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH OVER "TYVEK" -STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING GWOOD CORNER MOLD - HHH '165 (D -1/8" SMOOTH SAND FLOAT FIN15H STUCCO OVER GALV. METAL LATH G6" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND HORIZONTAL REINFORCEMENT 0 STEEL BAR J015T - SEE STRUCTURAL GSTEEL BEAM SEE STRUCTURAL (D STEEL ANGLE SEE STRUCTURAL GCONT. 5PRINGLOCK FLASHING BY "FRY REGLET" 0 6" METAL STUDS AT 16" O.C. (TYPICAL) - SEE STRUCTURAL (D METAL ROOF DECK - SEE STRUCTURAL GFOUNDATION SYSTEM - SEE STRUCTURAL GLINE OF PARAPET / WALL BEYOND GEXISTING STEEL BAR J015T - SEE STRUCTURAL GEX15TING STEEL BEAM - SEE STRUCTURAL 0 EX15TING METAL ROOF DECK - SEE STRUCTURAL GREMOVE PORTION OF EXISTING METAL ROOF DECK AT STUD PARAPET WALL FACE - SEE STRUCTURAL GREINFORCED CONCRETE 5LA15 ON GRADE - SEE STRUCTURAL 0 CLEAN, COMPACTED, TEFZMITE TREATED FILL 0 APPROXIMATE GRADE 0 EXISTING CONCRETE SLAB ON GRADE - SEE STRUCTURAL G1/2" EXPAN51ON JOINT MATERIAL GCONCRETE SIDEWALK - SEE SITE PLAN (a FIN15H FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI 0 4" METAL STUDS AT I(o" O.C. (TYPICAL) - SEE STRUCTURAL (D CONTINUOUS BASE - SEE FIN15H 50-C-HEDULE5 AND SHEET IDI GEXISTING FOUNDATION SYSTEM - SEE STRUCTURAL 0 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS G1/2" CC) GYPSUM CEILING 50ARD - SEE CEILING PLAN AND DETAILS G1/2" GYPSUM WALL 50ARD (D 1/2" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT Iro" O.C. OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDER51DE OF ROOF DECK. GEXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL GCONCRETE BEAM - SEE STRUCTURAL GLIGHT FIXTURE - SEE ELECTRICAL 0 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE GROOF DRAIN SYSTEM - SEE ROOF PLANS ro" PVC LEADER SYSTEM FROM ROOF DRAIN TO STORMWATER SYSTEM - SEE ROOF PLAN AND CIVIL DRAWINGS GR-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS - SEE FLOOR PLAN WOOD CROWN MOLD - HHH 101b WITH I x 2 WOOD TRIM G1/2" EXTERIOR GRADE PLYWOOD SHEATHING ALUMINUM COPING SET CAP FLASHING IN ADHE51VE OVER ICE AND WATER SHIELD WATERPROOF MEMBRANE (D EXISTING CONCRETE BEAM - SEE STRUCTURAL G"CULTURED" STONE VENEER OVERSCRATCH COAT STUCCO. SEE EXTERIOR ELEVATIONS 0 6" PRECAST LINTEL - SEE STRUCTURAL (9 5/6" SMOOTH SAND FLOAT FIN15H STUCCO OVER CMU WALL (D REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL 3 5/5" METAL STUD FRAMING WALL AT 16" O.C. KNOCK -OUT BLOCK COURSE - SEE STRUCTURAL LINE OF EX15TING METAL ROOF DECK AND NEW ROOF DECK (D EX15TING CONCRETE VAULT ROOF / WALL 0 1/2" G.U45. OVER 2" "Z" CHANNEL FRAMING 0 RECESSED PEDIMAT. SEE FIN15H SCHEDULES DRILL AND EPDXY (1)05 AT 6" O.C. VERT. REINF. INTO EXISTING CMU WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL NEU) CONCRETE SLAB TO ALIGN WITH EX15TING ADJACENT CONCRETE SLA5. GCLIP ANGLE - SEE STRUCTURAL 0 DOWEL CONNECTION BETWEEN NEW SLAB AND EXISTING - SEE STRUCTURAL GEXISTING CMU WALL SYSTEM - G.C. TO VERIFY IF CMU WALL DOES NOT EXIST PROVIDE AS SHOWN KEY PLAN REVISIONS By 00 cl� J X Cn CN CD C:D 6 CIA < < < Q.) CN DO C\1 > 0 LLJ OZ X Ld LLJ -0 5:2 _J 0 Cr L. < 0 0 0 L.J in< -Y 0 0 LLJ a > L) M :E 0 C ` -C F- Cq 4) Z C) 00 LLI pe) 0 :6 OW .5 -A D M LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY *. AZ Drawn: AZP D w Job: ob 10-61 10 Fran Sheet A6e I H��rnjjaLZ212U2LL: F,MC Urqent Care\04-CD\01-CD A\04-Architectura I I\A6 - WALL SECTION.dwg, 6/13/2012 1 2:02:36 PM, Adobe PDF.pc3 -0 NOTES GENER,4L N0lr=6 KEYE NOTE: 5/6" SMOOTH BAND FLOAT FIN15H STUCCO OVER CMU WALL SYSTEM X = Broll MIN. IF Yl (0011 X = 42" MIN, IF Yl - 54" 1. EXTERIOR STUCCO TO BE SMOOTH SAND FLOAT STUCCO FINISH, 0 SINGLE FLY ROOFING MEMBRANE OVER MIN. 3,20" 15050ARD CONT. SPRINGLOCK FLASHING BY "FRY 5/a" SMOOTH SAND FLOAT FINISH STUCCO TYPICAL. INSULATION BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/4" PULL 5IDF= REGLET" OVER CMU WALL SYSTEM MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS F- 2. SEE FLOOR PLAN AND EXTERIOR ELEVATION$ FOR WALL SECTION CONT. 4" CANT STRIP LOCATIONS. CONT. 4" CANT STRIP (D MANEUVERING -1/a" SMOOTH SAND FLOAT FINI 3. SEE EXTERIOR ELEVATION$ FOR ALL EXTERIOR FINISHES. ///i CLEARANCE < OVER 11TYvEK" STUCCO WRAP OVER 1/211 EXTERIOR GRADE ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO BE 3 PLYWOOD SHEATHINr 4. PLY ROOFING MEMBRANE OVER SINGLE MIN. 3.20 15050ARD INSULATION - BUILD PRE55URE TREATED WOOD. WOOD CORNER MOLD - HHH 'lro5 UP INSULATION AS REQUIRED V (D L STEEL 5EAMS, 1/4" MIN. SLOPE TOWARDS ROOF DRAINS 5. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURA LV. METAL LATH 1/6" SMOOTH SAND FLOAT FINISH STUCCO OVER GA JOISTS AND ALL CONCRETE RE (D 8" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND MIW/ ro. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH -OUT BLOCK TIE REINFORCED KNOCK 'AND NOTIFY ARCHITECT HORIZONTAL REINFORCEMENT L - BEAM - SEE STRUCTURAL STRUCTURAL AND MECHANICAL DRAWINGS NOTE: PUSH SIDE WITH ANY DISCREPANCIES UPON DISCOVERY- STEEL BAR JOIST - SEE STRUCTURAL Y2 = 42" MIN.: STEEL BEAM - SEE STRUCTURAL Y2 z 40" MIN. IF THE DOOR HAS 50TH A CLOSERAND A LATCH STEEL ANGLE - SEE STRUCTURAL Hlw__�E SIDE APPROACH CONT. SPRINGLOCK FLASHING BY "FRY REGLET'l METAL ROOF DECK - SEE STRUCTUR14L (D 6" METAL STUD5AT Iro" O.C. (TYPICAL) - SEE STRUCTURAL STEEL JOIST - SEE STRUCTURAL SEE STRUCTURAL METAL ROOF DECK G NOTE: STEEL ANGLE - SEE STRUCTURAL FOUNDATION SYSTEM - SEE STRUCTURAL Yl z 45" MIN. (D Yl = 54" MIN. IF THE DOOR HAS I" RIGID INSULATION LINE OF PARAPET / WALL BEYOND A CLOSER PULL BIDE G EXISTING STEEL BAR J015T - SEE STRUCTURAL -7/77 ------- MANEUVERING PULL 51DE -71 MANEUVERING SEE STRUCTURAL EXISTING STEEL BEAM CLEARANCE CLEARANCE VIA DETA IL EXISTING METAL ROOF DECK - SEE STRUCTURAL 2,41'' E SCALE: 11/2" V-0" REMOVE PORTION OF EX15TING METAL ROOF DECK AT STUD LL FACE - SEE STRUCTURAL 7 "X- SEE STRUCTURAL 2 rA REINFORCED CONCRETE SLAB ON GRADE MIN 14 CLEAN, COMPACTED, TERMITE TREATED FILL 0 + soft V z/i PUSH 611DE APPROXIMATE GRADE RUSH 51DE ...... . TOP OF EXISTING CONCRETE SLAB ON GRADE SEE STRUCTURAL NOTE: NOTE: X X TOP Of: PARAPET (D Y2 z 42" MIN. X m 12" MIN. IF THE DOOR PARAPET :1 x . 1 1/2" EXPANSION JOINT MATERIAL Y2 = 4a" MIN. IF THE DOOR HAS BOTH A CLOSER AND A ------ HAS A CL06ER LATCH CONCRETE SIDEWALK - SEE SITE PLAN LATC�4 SIDE A=ml4:Z0AC$4 FRONT APPROAC44 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI (0 4" METAL STUDS AT 16" O.C. (TYPICAL) - SEE STRUCTURAL x x 4ro CONTINUOUS BASE - SEE FINISH SCHEDULES AND SHEET IDI x x x x It 10 MMFEUVERWA C;LEARv44CF.6 AT 00MAY-5 10 -------- — -------- 0 EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL SCALE: 311ro" V-011� 3 A 2 IS 2 10 G LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING 13'-a" A.F.F. Ak PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS PULL BIDE - -------- - -- - - ------- - TOP OF 1/21' CD GYPSUM CEILING BOARD SEE CEILING PLAIN AND x x x x DETAIL$ MANEUVERING 10 ----- PARAPET CLEARANCE x x x x ------ — -------- _L_ 4(o 1/2" GYPSUM WALL 50ARD /X / , �/, o" O.C. / 41 1/211 GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT I( r (D OVER V RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF zz - - --------- x ROOF DECK. x x EXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL PUSH SIDE "Ell CONCRETE BEAM - SEE STRUCTURAL X !�,/ 11 - S LIGHT FIXTURE - SEE ELECTRICAL MANEUVERING PUSH SIDE MANEUVERING PUSH SIDE 12 CLEARANCE I I SCHEDULE DOOR WINDOW SYSTEM - SEE DOOR WINDOW. CLEARANCE I X/ z Roof: DRAIN SYSTEM SEE ROOF PLANS x x 10'-4" AFF. 5 ro � I .......... x x ro" PVC LEADER SYSTEM FROM ROOF DRAIN TO 5TORMWATER 50TTOM OF SYSTEM SEE Roof: PLAN AND CIVIL DRAWING SOFFIT ....... ..... .......... 26 R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS - SEE FLOOR PLAN WOOD CROWN MOLD - HHH 101B WITH I x 2 WOOD TRIM FULL SIDE FULL SIDE / 41 4ro 1/2" EXTERIOR GRADE PLYWOOD SHEATHING X z DEPTH NOTE: DOOR PROVIDED WITH ALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND OF REGE&SED WALL WATER SHIELD WATERPROOF MEMBRANE BOTH CLOSER AND LATCH EXISTING CONCRETE BEAM - SEE STRUCTURAL M*EUVE"l CLEARA42S AT REMSSW DOM ..CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO. SEE SCALE: 311ro" I'-O'l El. H EXTERIOR ELEVATIONS 8" PRECAST LINTEL - SEE STRUCTURAL 4 5/6" SMOOTH SAND FLOAT FINISH STUCCO OVER CMU WALL MANEUVERING MANEUVERING CLEARANCE ,�7� CLEARANCE 4 REINFORCED KNOCK -OUT BLOCK TIE BEAM SEE STRUCTURAL 14" 04 I H 3 5/8" METAL STUD FRAMING WALL AT Iro" O.C. KNOCK -OUT BLOCK COURSE - SEE STRUCTURAL LINE OF EXISTING METAL ROOF DECK AND NEW ROOF DECK J7 EXISTING CONCRETE VAULT ROOF / WALL FRONT APPROAr-W SIDE A :)ACH _R 2" "Z" CHANNEL FRAMING 1/2" G.W.B. OVF MANENERws CLEARANCES AT DOORWAYS W10 DOM RECESSED PEDIMAT. SEE FINISH SCHEDULES SCALE: 3116" 1'-0" v5 AT S" O.C. VERT. REINF. INTO EX15TING CMU, DRILL AND EPDXY (I/ WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL NEW CONCRETE SLAB TO ALIGN WITH EX16TING ADJACENT CONCRETE SLAB. CLIP ANGLE - SEE STRUCTURAL DOWEL CONNECTION BETWEEN NEW -SLAB AND EXISTING - SEE rM STRUCTURAL EXISTING CMU WALL SYSTEM - GC, TO VERIFY IF CMU WALL DOES tL NOT EXIST PROVIDE AS SHOWN 32 MIN. 32 z 21 e— '000y A�`)i 25 L 46 22 MIN. 25 . ;z -1 rKEY FLAN A 7 / '�/ 7L- -OF SLAB TOf TOP Or- SLAB - — — — — — - 7 N I'D -7-7, 7 Xl> (y 7E 77 N N x 00 N, X M` ��x X N Nl�/ N 4. 20 2 2 14 13 (y T /X� �z 7,777,,��,�/\ 7777/, /�7�7 N X/ z A�\/x\S/ \XK� x MIN, F4A 0!J I ell MMEM", CLEARANCES AT DOM IN A SERIES UJALL 5EC:Tl0m WALL SECTION SCALE: 3110" P-0" SCALE. 3/4" z I'-011 SCALE: 3/4" - V-011 REVISIONS BY CC C) cz I C\1 E C� IZ E v E Q d C\] m 00 C\J CD cc., ad a) C (-) 0 LAJ x Z Ld LJ a q V) 0 Lu 0 > LLJ 0 0 0 C v F- c,4 EL 02 If z o 00 LLJ 0 DOM *5 _J D M LL_ Date: 06. 12. 12 Project Mgr: AAY Drawn: AZP I Job: 10-61 1 Sheet A6f GENERAL N017ES KEYED NOTES 5/13" SMOOTH SAND FLOAT FINISH STUCCO 1. EXTERIOR STUCCO TO BE SMOOTH SAND FLOAT STUCCO FINISH, 0 SINGLE FLY ROOFING MEMBRANE OVER MIN. 3,20" 1505OARD TYPICAL. INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/4" MA60NRY WALL SYSTEM - SEE ---------- — CONT. SEALANT MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS STRUCTURAL 2. SEE FLOOR PLAN AND EXTERIOR ELEVATIONS FOR WALL SECTION ALUMINUM COPING WITH HEMED LEADING LOCATIONS. (D CONT. 4" CANT STRIP CONT. ALUMINUM FLASHING EDGE OVER ICE AND WATER SHIELD 3. SEE EXTERIOR ELEVATIONS FOR ALL EXTERIOR FINISHES. (D 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH WATERPROOF MEMBRANE OVER 1/2" OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE EXTERIOR GRADE PLYWOOD SHEATHING 4. ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO BE PLYWOOD SHEATHING PRESSURE TREATED WOOD. WOOD CORNER MOLD - HHH le�5 5. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL BEAMS, 1/&" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH JOISTS AND ALL CONCRETE REINFORCING. (D (o. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH G 6" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND STRUCTURAL AND MECHANICAL DRAWINGS -AND NOTIFY ARCHITECT HORIZONTAL REINFORCEMENT WITHANY DISCREPANCIES UPON DISCOVERY. STEEL BAR JOIST - SEE STRUCTURAL LOCK FLASHING 0 STEEL BEAM SEE STRUCTURAL G SEALANT STEEL ANGLE SEE STRUCTURAL (D & " METAL STUDS AT 16 O.Cf TYPICAL) - SEE G CONT. SPRINGLOCK FLASHING BY `FRY REGLET" STRUCTURAL 0 11 METAL STUDS AT III O.C. (TYPICAL) - SEE STRUCTURAL I/a" STUCCO OVER GALV. METAL LATH OVER METAL ROOF DECK - SEE STRUCTURAL 1ITYVEK" STUCCO WRAP OVER 1/2" EXTERIOR 0 GRADE PLYWOOD SHEATHING G FOUNDATION SYSTEM - SEE STRUCTURAL GLINE Of PARAPET / WALL BEYOND GEXISTING STEEL BAR JOIST - SEE STRUCTURAL DETAIL G EXISTING STEEL BEAM - SEE STRUCTURAL SCALE: 3" 1'-0" 0 EXISTING METAL ROOF DECK - SEE STRUCTURAL GREMOVE PORTION OF EXISTING METAL ROOF DECK AT STUD PARAPET WALL FACE - SEE STRUCTURAL GREINFORCED CONCRETE SLA5 ON GRADE - SEE STRUCTURAL 14 (9 CLEAN, COMPACTED, TERMITE TREATED FILL Iro'-V' Aff. III A.F.F. IL G APPROXIMATE GRADE TOP OF TOP OF PARAPET EXISTING CONCRETE SLAB ON GRADE - -SEE STRUCTURAL PAR (D tft. "a I, ago 41 1/2" EXPANSION JOINT MATERIAL 4-1 %a =6 G CONCRETE SIDEWALK - SEE SITE PLAN 1& 0 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI 16 4(o G 4" METAL STUDS AT 16" O.C. (TYPICAL) - SEE STRUCTURAL 4 ro A 10 A G CONTINUOUS BASE - SEE FINISH SCHEDULES AND SHEET IDI 10 A (1 2 A& EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL 2 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING 131-811 A.F.F. PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS A.F.F. . ........ ...... ....... 1 x x TOP OF TOP OF I x x f PARA PET 1/2" CD GYPSUM CEILING BOARD - SEE CEILING PLAN AND x x PARAPET -1 1 x x DETAILS 1/2" GYPSUM WALL 50ARD (D 1/2" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT iro" O.C. OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE Or- ------- ROOF DECK_ x x x x EXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL xx --------- G 12 41 CONCRETE BEAM - SEE STRUCTURAL 12 4'1 G V LIGHT FIXTURE - SEE ELECTRICAL SEE DOOR WINDOW SCHEDULE DOOR / WINDOW SYSTEM x x x x x x ROOF DRAIN SYSTEM - SEE ROOF PLANS x x 10'-411 AFF. 10'-4" AFF. p. 0 50TTOM OF 50TTOM OF: 6" PVC LEADER SYSTEM FROM ROOF DRAIN TO STORMWATER SOFFIT . ...... .... ... SOFFIT SEE .5 ........ SYSTEM ROOF PLAN AND CIVIL DRAWING R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS 4ro SEE FLOOR PLAN lb'-4" Aff. WOOD CROWN MOLD - HHH 10S WITH I x 2 WOOD TRIM TOP OF WINDOI 32 32 am moo 45 OPENING 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 2 Sb G ALUMINUM COPING SET CAP FLASHING IN ADHE51VE OVER ICE AND WATER SHIELD WATERPROOF MEMBRANE X_ EXISTING CONCRETE BEAM - SEE STRUCTURAL EXTERIOR ELEVATIONS I -CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO. SEE 8" PRECAST LINTEL - SEE STRUCTURAL ORION 0M.01 5/5" SMOOTH SAND FLOAT FINISH STUCCO OVER CMU WALL REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL 10 3 5/8" METAL STUD FRAMING WALL AT III O.C. am I KNOCK -OUT BLOCK COURSE - SEE STRUCTURAL AFF. LINE OF: EXISTING METAL ROOF DECK AND NEW ROOF DECK 50TTOM OF WINDOW OPENI EXISTING CONCRETE VAULT ROOF / WALL 1/2" G.W.5. OVER 2" "Z" CHANNEL FRAMING 41 RECESSED PEDIMAT. SEE FINISH SCHEDULES _MU DRILL AND EPDXY (1)05 AT a" O.C. VERT. REINF. INTO EXISTING r WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL .1H NEW CONCRETE SLA5 TO ALIGN WITH EXISTING ADJACENT CONC SEE STRUCTURAL CLIP ANGLE DOWEL CONNECTION BETWEEN NEW SLAB AND EXISTING - SEE 7 STRUCTURAL _JH EXISTING CMU WALL SYSTEM - G.C. TO VERIFY IF CMU WALL DOES ro NOT EXIST PROVIDE AS SHOWN 32 32 21 2-1 25 25 n 4(o Ilb 23 23 21 21 b= F.F.E. F.F.E. KEY PLAIN - — — — — -- — — J� TOP Of: SLAB I I I . � , , In � I TOP Or- SLAB 7 — — — — — — — — - — — — , 7 �/,\ 7 K�\/\\7/777/ 7 A v,7 �7 X v x K 7- �x V Z \;�'xx: x/ /_ \/ I V /,x V� \\\/11 V/11 </y/v t x 4 4 4 x X/ V\ 7 7 N, 77 7 /\"7 �<\/x 01 WALL SECTION WALL SECTION 2 SCALE: 3/4" = I'-V SCALE: 3/4" - I'-011 I REVISIONS I BY 1 I 5 C\1 CID C\1 C) u E 00 E C\I CID CID C\I C� "T C) C) It C (-) .2 LJ Z LI LLJ V) 0 (_5 Lu LL 0 > LLJ 0 M 0 F— c,4 <z 0 N cy).— 0 woo WO OW :3 _J D M LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP I Job: 10-61 1 Sheet H:\Projects\ProjpctI; 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\A6 - WALL SECTION.dwig, 6/13/2012 2:02:51 PM, Adobe PDF.pc3 16'-a" A.F.F. 11-L TOP OF 141-11 PARAPET 13'-B" AFF TOP OF PARAPET 10'-4"Aff. 10-L 50TTOM OF SOFFIT i .5'-4" A.F.F. rL TOP OF WINDOWV� OPENING 0'-0" FFE. TOP OF SLA5 GENERAL NOTES 1. EXTERIOR STUCCO TO 5E SMOOTH SAND FLOAT STUCCO FINISH, TYPICAL. 2. SEE FLOOR PLAN AND EXTERIOR ELEVATIONS FOR WALL SECTION LOCATIONS. 3. SEE EXTERIOR ELEVATIONS FOR ALL EXTERIOR FINISHES. 4. ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO 5F_ PRESSURE TREATED WOOD. 5. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL IBEAMS, JOISTS AND ALL CONCRETE REINFORCING. ro. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY. ,all A.F.F. = OF RAPET a" Aff. OF -4" Aff. )TTOM OF FFIT 4" Aff. rL - F OF WINDOWII� IENING -01, F.F.E. - )F OF SLA15 � KEYED NOTES 0 SINGLE FLY ROOFING MEM5RANE OVER MIN. 3.20" 1505OARID INSULATION - IBUILD UP INSULATION AS REQUIRED TO PROVIDE 1/411 MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS (D CONT. 4" CANT STRIP (D -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING GWOOD CORNER MOLD - WHP _165 (D 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH G6" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND HORIZONTAL REINFORCEMENT 0 STEEL 5AR JOIST - SEE STRUCTURAL GSTEEL 5EAM SEE STRUCTURAL (D STEEL ANGLE SEE STRUCTURAL GCONT. SPRINGLOCK FLASHING 5Y "FRY REGLET" (D &" METAL STUDS AT Iro" O.C. (TYPICAL) - SEE STRUCTURAL 0 METAL ROOF PECK - SEE STRUCTURAL GFOUNDATION SYSTEM - SEE STRUCTURAL GLINE OF PARAPET / WALL 5EYON0 GEXISTING STEEL 5AR J015T - SEE STRUCTURAL GEXISTING STEEL 5EAM - SEE STRUCTURAL (D EXISTING METAL ROOF DECK - SEE STRUCTURAL GREMOVE PORTION OF EX15TING METAL ROOF DECK AT STUD PARAPET WALL FACE - SEE STRUCTURAL GREINFORCED CONCRETE 5LA5 ON GRADE - SEE STRUCTURAL 0 CLEAN, COMPACTED, TERMITE TREATED FILL 0 APPROXIMATE GRADE 0 EXISTING CONCRETE SLA5 ON GRADE - SEE STRUCTURAL (a 1/2" EXPANSION JOINT MATERIAL GCONCRETE SIDEWALK - SEE SITE PLAN FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI 4" METAL STUDS AT 16" O.C. (TYPICAL) - SEE -STRUCTURAL 0 CONTINUOUS 5ASE - SEE FINISH S-CHEDULESAND SHEET IDI 0 EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL GLAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 1/2" CD GYPSUM CEILING 5OARI_-> - SEE CEILING PLANAND DETAILS 0 1/2" GYPSUM WALL 5OARD (D 1/2" GYPSUM WALL 5OARD OVER 3/4" FURRING STRIP5AT 16" O.C. OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF ROOF DECK. GEXISTING EXTERIOR CMU WALL SYSTEM - SEE -STRUCTURAL GCONCRETE IBEAM - SEE STRUCTURAL GLIGHT FIXTURE - SEE ELECTRICAL (9 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 0 ROOF DRAIN SYSTEM - SEE ROOF PLANS 6" PVC LEADER SYSTEM FROM ROOF DRAIN TO STORMWATER SYSTEM - SEE ROOF PLANAND CIVIL DRAWINGS R-11 IBLANKET INSULATION AT SOUND PROOF PARTITIONS - SEE FLOOR PLAN WOOD CROWN MOLD - HHH 1013 WITH I x 2 WOOD TRIM G1/2" EXTERIOR GRADE PLYWOOD SHEATHING ALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND WATER SHIELD WATERPROOF MEM5RANE GEXISTING CONCRETE IBEAM - SEE STRUCTURAL G-,CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO. SEE EXTERIOR ELEVATIONS 0 6" PRECAST LINTEL - SEE STRUCTURAL (9 5/8" SMOOTH SAND FLOAT FINISH STUCCO OVER CMU WALL 0 REINFORCED KNOCK -OUT 5LOCK TIE 5EAM - SEE STRUCTURAL 3 5/6" METAL STUD FRAMING WALL AT Iro" O.C. KNOCK -OUT IBLOCK COURSE - SEE STRUCTURAL LINE OF EX15TING METAL ROOF DECKAND NEW ROOF DECK (D EXISTING CONCRETE VAULT ROOF / WALL 0 1/2" G.WB. OVER 2" "Z" CHANNEL FRAMING 0 RECESSED PEDIMAT. SEE FINISH SCHEDULES DRILL AND EPDXY (1)05 AT 6" O.C. VERT. REINF. INTO EX15TING CMU WALL WITH 12" MIN. EM5EDMENT. SEE STRUCTURAL NEW CONCRETE SLA5 TO ALIGN WITH EXISTING ADJACENT CONCRETE SLA5. GCLIP ANGLE - SEE STRUCTURAL (D DOWEL CONNECTION 5ETWEEN NEW SLA15AND EXISTING - SEE STRUCTURAL EXISTING CMU WALL SYSTEM - G.C. TO VERIFY IF CMU WALL DOES NOT EXIST PROVIDE AS SHOWN KEY PLAN REVISIONS BY 00 Cn tic_ CQ E jo C\1 Qxv 00 C\1 CD > Qd EL .0 Z LLJ _J a-uz (1) x L. Ld Li a —i u :1-r- Cr V) 0 0 L.Li LL- 0 LLJ m -C L) > 0 _C C 4) F— c,4 Z C) 00 Ld Dom M LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A6h 0 WALL SECTION SCALE: 3/4" = I'-01' H;�?rQje"5\PrQjects Z010\10bl - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\A6 - WALL SECTION.dwg, 6/13/2012 2.02:55 PM, Adobe PDF.pc3 G)lWALL SECTION *---ALE: 3/4" - I'-011 KEYED NOTES 0 DOOR WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR WINDOW SCHEDULE (D 5ASE50ARD SEE FINISH SCHEDULE OPEN SPACE KNEE SPACE BELOW COUNTER OPEN BEYOND (D KEY50ARI--> DRAWER GCOPIER (BY OWNER) (D REFRIGERATOR (BY OWNER) IV (D UNDER COUNTER REFRIGERATOR (BY OWNER) GMICROWAVE (BY OWNER) CABINET LOCK 21 -1 11 -1 C4 (14 '\' -IJ LAMINATED END PANEL 5,6. SINK - SEE FLUM51NG DRAWINGS 13 14 13 14 LAMINATED 5ACK5PLA6H 14 0 14 C4 G LAMINATED COUNTER TOP G32" HIGH DISHWASHER (BY OWNER) LAMINATED PLYWOOD SUPPORT LEG 2 -1 Woor.> cASEp OPENING - SEE DETAIL a/A'Ba (D 2 (D C11 2 3/8" WIDE X 3/4" DEEP REVEAL (D 07� GWOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE SPECIMEN PASS THRU WINDOW - SEE FLOOR PLAN '-4" x V-4" INTERIOR WINDOW SYSTEM - SEE X-RAY EQUIPMENT --------- (D REQUIREMENTS. GCLEAR, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM "CRL SLIDING SERVICE WINDOW X-OR-X FORMATE" WITH 1/4" TEMPERED CLEARGLASS LOW WALL WITH WOOD CAP - SEE DETAIL 151ABb G LAMINATED 2" THICK PRIVACY PANEL CONTROL ROOM n3 TREATMENT ROOM 0134 CONTR(-.'%JL fr=—%%0--0%01OM ROOM "'130 SCALE: 3/a" z V-011 ROOM *1.35 3/a" z V-0" 0 TIME CLOCK - PROVIDED BY OWNER - INSTALLED BY SCALE: 3/a" 1'-0" CONTRACTOR 5C GSEPARATE COMPARTMENT UNDER SINK (D LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS F' '.4 .. . ...... . .... 7 14 12 1 13 ---------- U3 2 /02 /�I- �2 TREATMENT CAST ROOM TRIAGE ROOM 0122 GENERAL NOTES TREATMENT CAST ROOM ROOM 0132 SCALE: 3/a" ROOM 0132 SCALE: 3/5" V-011 SCALE: 3/&" 1. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL 3. SEE SHEET Aft AND A610 FOR CA51NET DETAILS 4. SEE 10 SHEET FOR FINISH MATERIAL SPECIFICATIONS. V C14 14 13 14 LG) 03 J DICTATION TRIAGE ROOM 0122 DICTATION ROOM 0130 SCALE: 3/0" x I. -Oil ROOM 0136 SCALE: 3/5" a 1'-0" SCALE: 3/0" = I'-O'l 01 - — -- REVISIONS I BY V� 1q, 00 C'A Cn ,I,, QD Q.) m I-- C� C\1 CN < b, C\1 C\1 CID <'4 CD 0 r- 0 .0 Hm LLI 8:511111- CL x Z (1) 0 L1J Lu L) c -< V) L) LLJ C —m -y 0 0 0 > L- = Ld < a :E L) 0 C v- -C C-4 < Z C:) a LLJ 00 14) 0) C C) -J D M LL. Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A7a KEYED NOTES 0 DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR WINDOW SCHEDULE 0 BASEBOARD SEE FINISH SCHEDULE (D OPEN SPACE KNEE SPACE BELOW COUNTER OPEN BEYOND KEYBOARD DRAWER GCOPIER (BY OWNER) 0 REFRIGERATOR (BY OWNER) (D UNDER COUNTER REFRIGERATOR (BY OWNER) GMICROWAVE (BY OWNER) 25 a CA51NET LOCK 14 14 14 0 LAMINATED END PANEL 13 13 12 S.S. SINK - SEE PLUMBING DRAWINGS LAMINATED 5ACK5PLA5H ------ J F- ----- -- 1 ------- ---- -- IF-- ------- F- 1 14 LAMINATED COUNTER TOP A[11 FT -T 32" HIGH DISHWASHER (BY OWNER) G I I LAMINATED PLYWOOD SUPPORT LEG 2 /V- WOOD CASED OPENING SEE DETAIL B/ABa ----- ------ L ------------ 316" WIDE X 3/4" DEEP REVEAL WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE SPECIMEN PASS THRU WINDOW - SEE FLOOR PLAN 1 '-4" x V-4" INTERIOR WINDOW SYSTEM - SEE X-RAY EQUIPMENT REQUIREMENTS. CLEAR, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM "CIRL SLIDING SERVICE WINDOW X-OR-X FORMATE" WITH 1/41' TEMPERED CLEAR GLASS LOW WALL WITH WOOD CAP - SEE DETAIL 15/A3b LAMINATED 2" THICK PRIVACY PANEL 5RSAKROOM 1;mCO\ffJ1EfRy SCALE: 3/a" V-011 ROOM 010S SCALE: 3/0" 1'-0" ROOM 0133 TIME CLOCK - PROVIDED BY OWNER - INSTALLED BY CONTRACTOR SEPARATE COMPARTMENT UNDER SINK (D LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS r ---------- I 1\ L (D� -G 14 F------ ----------- - CIA 31-011 -------- --- 2--ro" EQUAL EQUAL EQUAL 2--roll SCALE: 3/all V-011 ROOM 01013 f;MCOVERY ROOM 0133 I;MICOVERY SCALE: 3/5" V-011 ROOM 0133 GENERAL NOTES SCALE: 3/0" V-011 1. -SEE REFLECTED CEILING PLAN FOP, ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS 2. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL 3. SEE SHEET Aaa AND A610 FOR CA51NET DETAILS 4. SEE 10 SHEET FOR FINISH MATERIAL SPECIFICATIONS. /017�> 3b ......... ......... ...... . C14 14 12 13 13 14 12 JIM 11\ 77- 2 ro 2 2 (D 1;EcOvERY FMCOVSRy TFMATMENT SCALE: 3/&" 1'-0" ROOM 0133 SCALE: 3/0" z V-011 ROOM 4`133 SCALE: 3/6" z V-011 ROOM 0124,125,12(o, 12-1 REVISIONS BY C\4 Cn ou m 01� LN E - ID 00 ::D El C'\1 > Cp) (5 0 0 *�i H 0:: LLI F- CLUZ x Ld Li u V) 0 C-) La LL- .0 Ld > 0 -C F- C`1-4 z C) 00 LLJ .0 WO Ix D M L.L. Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A7b RVrojects\Projects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\A7abcd - INTERIOR ELEVATIONS.dwg, 6/13/2012 2:03:18 PM, Adobe PDF.pc3 --TF--F- --- - 0 I LAM 0=46.00 LA5 1@1 LA13 101 SCALE: 3/a" 2 V-011 ROOM 0118 101 -SCALE; 3/a" a V-011 ROOM 0116 SCALE: 3/5" z V-011 ROOM 0118 C14 I KEYED NOTES 0 DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR WINDOW SCHEDULE (D 5ASE50ARD SEE FINISH SCHEDULE 0 OPEN SPACE KNEE SPACE IBELOW COUNTER GOPEN 5EYOND (D KEY5OARD DRAWER COPIER (5Y OWNER) REFRIGERATOR (5Y OWNER) GUNDER COUNTER REFRIGERATOR (5Y OWNER) GMICROWAVE (5Y OWNER) GCA51NET LOCK (D LAMINATED END PANEL S.S. SINK - SEE PLUM5ING DRAWINGS LAMINATED 5ACKSPLASH GLAMINATED COUNTER TOP G32" HIGH DISHWASHER (5Y OWNER) GLAMINATED PLYWOOD SUPPORT LEG 0 WOOD CASED OPENING - SEE DETAIL 5/A13a G3/8" WIDE X 3/4" DEEP REVEAL GWOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE (9 SPECIMEN PASS THRU WINDOW - SEE FLOOR PLAN (D 1 '-4" x V-4" INTERIOR WINDOW SYSTEM - SEE X-RAY EQUIPMENT REQUIREMENTS. CLEAR, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM "CRL SLIDING SERVICE WINDOW X-OR-X FORMATE" WITH 1/4" TEMPERED CLEARGLASS GLOW WALL WITH WOOD CAP - SEE DETAIL 15/A3b GLAMINATED 2" THICK PRIVACY PANEL TIME CLOCK - PROVIDED 5Y OWNER - INSTALLED 5Y CONTRACTOR SEPARATE COMPARTMENT UNDER SINK (D LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS LA15 GENERAL NOTES SCALE: 3/a" a 1'-0" ROOM 19115 1 1 1 1. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS 2. SUIBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FA15RICATION OF CA51NETRY FOR APPROVAL 3. SEE SHEET 45a AND A&b FOR CA5INET DETAILS 4. SEE ID SHEET FOR FINISH MATERIAL SPEC IF ICATIONS. REVISIONS BY C,) 01 C\] Lr) 1— oc) C\1 f-- E Cd C\J NY cc 0—W z — LLi -JF- CL Z x Ld LJL, 0 0 L) C V) 0 0 LLJ u- -y m IS a L- = LLJ > 0 C -C F- �� a <z C) L.LJ 00 0 W -J D M LL- Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A7c H:\Prpjects\Projects 2010\10bl - FMC Urgelit Care\04-(ZL)�01-CE>.A\04-Architectural�A7abcd - INTERIOR ELEVATIONS.dwg, 6113�2012 2:03:23 PM, Adobe PDF.pc3 --1— 7 -1-7-TY T1 � 4" A ]i I , 'I, I , 1 .1 KEYED NOTES 0 DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR WINDOW SCHEDULE (D BASEBOARD SEE FINISH SCHEDULE (D OPEN SPACE KNEE SPACE BELOW COUNTER GOPEN BEYOND (D KEYBOARD DRAWER GCOPIER (BY OWNER) 0 REFRIGERATOR (5Y OWNER) (D UNDER COUNTER REFRIGERATOR (BY OWNER) MICROWAVE (BY OWNER) . .... . .... . . ...... . CA51NET LOCK lec C14 (D C14 LAMINATED END PANEL '77 .. .... ... . "" Q, / L 0J 0 '0' Adl r S.S. SINK - SEE PLUMBING DRAWINGS LAMINATED 5ACKSPLA6H 13 13 14 G r ------- 1 C11 G LAMINATED COUNTER TOP I F ---------- ----------- 2 G U5 32" HIGH DISHWASHER (BY OWNER) GLAMINATED PLYWOOD SUPPORT LEG 2 CIA WOOD CASED OPENING - SEE DETAIL a/A'Ba G3/8" WIDE X 3/4" DEEP REVEAL WOOD VENEER PANEL - SEE FINISH FLOOR PLAN AND SCHEDULE SPECIMEN PASS THRU WINDOW - SEE FLOOR PLAN 1 '-4" x V-4" INTERIOR WINDOW SYSTEM - SEE X-RAY EQUIPMENT REQUIREMENTS. CLEAR, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM "CRL SLIDING.SERvICE WINDOW X-OR-X FORMATE" WITH 114" TEMPERED CLEAR GLASS LOW WALL WITH WOOD CAP - SEE DETAIL 15/A3b rl%A�CEIOTION ROOM 0115 LAMINATED 2" THICK PRIVACY PANEL RECEPTION ROOM 0115 SCALE: 3/6" z I'-011 SCALE: 3/a" = v-011 TIME CLOCK - PROVIDED BY OWNER - INSTALLED BY CONTRACTOR SEPARATE COMPARTMENT UNDER SINK (D LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 14 14 /TG L - I-1 Sim. (D G 2 I REMSIONS I W I m V, t Cn QD C� m 1-- 1 C\A E C-'J C\J LO C) o" 0 CN E C\A C") r 12 54 00 CD > CD C' Qf C (.) 0 LLJ F- x z LLi LLJ a -0 _J (-) Cr < (/).0 d LLI -y m 00 > LLJ 0 v- -C C'4 < z o LLJ 0o pe) OW —i D M LL- Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP I Job: 10-61 1 Sheet A7d Adobe PDF.pc3 —T— I J I I I — 11 :� Im" Jill: ------ F—�' I I I I I I l�i ': 1 1! 1 , 1 1. 1111 .11[liv ',Ill � � ,, I I KEYED NOTES 0 3/4" PLYWOOD WITH PLASTIC LAMINATE VENEER - SEE ID SHEET I. FOR MORE INFORMATION -Oil SOLID SURFACE MATERIAL WITH FULL 1 1/2" BULLNOSE OVER 3/4" 0 PLYWOOD ALUMINUM TRACKASSEMIBLY RECESSED INTO SOLID SURF -ACE. 3 TOP Or- TRACK FLUSH WITH SURFACE 5ACKSPLA5H FINISH TO MATCH COUNTERTOP FINISH - 3" HIGH AT 1 COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - 2'-0" (TYP.) SEE ID SHEET FOR MORE INFORMATION . ... . ..... ............. . .. . .. ......... ... __0 (D� MAY VARY IN CERTAIN LOCATIONS SEE ELEVATIONS 0 0 0 0 5/8" MELAMINE WITH PLASTIC LAMINATE SURFACE SEE ID SHEET I/ Iz 1z I/ �"z,/ 0\_&11,00 FOR MORE INFORMATION . . ..... X 0 o /7, o - 0 6 516" THICK MELAMINE INTERIORS (50XE5) G FINISHED 5ASE SEE FINISH SCHEDULE d) 0 0 ... . ...... ....... ............. .... ........... . . .................... �v Z 0 0 5/8" THICK MELAMINF DRAWER STOCK .. .... q t- W_ o o 0 S 0 5/6" THICK ADJUSTA5LE MELAMINE -SHELVES 21 0 ------ ---- r ------ ------------------ --- uJ lu Z 0 0 0 0 W lu Lu LINE 50RING FOR ADJUSTAIBLE SHELVES G T 0 0 0 0 Lu Lu d) 0 0 0 0 Lu lu d) 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE VENEER 0 X o 0 o 0 IS 0 0 2x 5LOCKING AS REQUIRED 0 0 MICROWAVE MIC, 5Y 5Y OWNER i lu 1 0 0 0 0 >_ .4 ZARGEN" 603(o DRAWER SLIDE SYSTEM W/ &100 4 6110 FILE RAIL G 15 �o. r SYSTEM. 0 r 0 0 0 ZARGEN" 603(o DRAWER SLIDE SYSTEM 0 0 1 I ] 0 0 0 1/2" G.WJ5. ON 3 5/5" METAL STUDS AT 16" O.C. (D 0 0 0 0 L- ------------ - -------- -------------- ---I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . ... . . ... ....... ... . ... .... KEY50ARD DRAWER SYSTEM - SEE SPECIFICATIONS 0 5/a" x 4" MELAMINE 0 0 lu SLIDING MILL FINISH ALUMINUM WINDOW SYSTEM WITH 1/4" TEMPERED 0 OPAQUE GLAZING WITH MILL FINISH ALUMINUM TRACK ASSEMIBLY 0 0 0 V-411 ALL EXPOSED SURFACES TO RECEIVE LAMINATE VENEER 0 0 0 3/4" PLYWOOD 0 0 3/4" x 4" PLYWOOD CA51NET DETAIL 0 0 0 CA51NET DETAIL CA13INET DETAIL 3/411 x 4" PLYWOOD 5ASE 0; ,---ALE: 11/2" 1'-0" 0 0 0 0 SCALE: 11/2" z V-011 SCALE. 1 1/2" V-011 SINK - SEE PLUM51NG DRAWINGS 0 0 0 0 5/6" MELAMINE FIXED SHELVING SHELVING DEPTH SHALL 5E AS SHOWN UNLESS NOTED OTHERWISE ON FLOOR PLAN WALL 5EYOND WOOD VENEER PANELS OR G.WB. SEE FINISH FLOOR PLAN AND INTERIOR ELEVATIONS V-111 4 21 ( 0 0 0 0 f I 0 0 0 0 0 4 21 ro 777=, ----- ----- ------ --- - — - - - -__--__ - 4 21 ro 0 0 ...... 77,7777/77,7777777777 [7 ... . .. ...... 7 7 0 0 0 p ------------ rT::7 ----------- L 0 0 0 0 - — - - - ------ - ___ 0 0 --- > 2 ro 0 0 0 0 0 7 Q 0 CzENERAL NOTES t (D_/ 0_/ 0 0 0 0 0 0 0 = A ro 0 0 �000 0 0 0 1 lu W_ 1. ALL INTERIOR MELAMINE SURFACE TO 15E WHITE U.N.O. 0 0 0 0 0 0 0 0 Lu Lu C14 -1 ;q 2. GROMMET LOCATIONS NOT SHOWN ON CA51NET DETAILS REFER TO 0 0 C14 GROMMET DETAIL 5ELOW FOR TYPICAL REQUIREMENTS 13 11 0 0 0 0 1 0 3. REFER TO COUNTER PLAN 5ELOW FOR TYPICAL COUNTER LAYOUT 0 0 0 0 0 0 0 0 ....... . ..... Y ............... . . l,,, NOTE: FIELD CUT CA5LE HOLES IN CA51NET DETAIL 0 CA5INET DETAIL CA51NET DETAIL CA51NET DETAIL SCALE: 11/2" 1'-0" SCALE; 11/2" I'-011 SCALE: 11/2" V-011 SCALE: 11/2" V-011 CA51NET& AFTER EQUIPMENT HAS BEEN PLACED IN DESIRED LOCATION IBY OFFICE STAFF 1 1/2 3" O.D. GROMMET WITH RETRACT,45LE, SELF STORING SLOT COVER. 2'-Ill f-0 e I 1 11 I . . . . . . . (2� 1 11 1 1 11 2 2-41 ///,--0 FO ID� -------------- &r FO 1 /77777 A 101CAL GROMMET DETAIL -w-CALE: N.T.S. (D 'T/ 13 11 BACKSPLASH oj 0i XX 21 ;r% d) v SEE NOTE #4 FOR HEIGHTS. - — - - - - - - - 3/32' ui Lu (y Lu ui (D-/ C14 J/ VARIES - SEE PLAN 2" RADIUS ON 4- ----- - ALL CORNERS. 211 2--011 CA51NET DETAIL CA5INET DETAIL CA51NET DETAIL CA15INET DETAIL TYPICAL COUNTER PLAN SCALE: 11/2" = 1'-0" SCALE: 11/2" z V-011 SCALE: 11/2" - V-Oil SCALE: 11/2" m V-011 SCALE: N.T.S. REVISIONS BY C\1 Cn S E C\J C) 171 LO C\1 Lo v E C., 0() 0 C\1 E --t �c) -7� 10 C) 0 EW *�i C — Ld _J Illl— (_) Z (D x C3 Li LLJ < -0 0 L.Li LL_ 0 L-1 LLJ C) > 0 -C F- 'Cv,4 r-L 02 < z 0 a) 0 LLJ OC) IN cy), — .q D M LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A8a 11�'Tll 11--a-1-2—A, --11_A\f.)_4_-AcChitp,1,wA1\A c3 11,71 , 1___1 1 ___ ' F__ I KEYED NOTES V-411 0 3/4" PLYWOOD WITH PLASTIC LAMINATE VENEER SEE ID SHEET FOR MORE INFORMATION (D SOLID SURFACE MATERIAL WITH FULL 1 1/2" 5ULLNO-SE OVER 3/4" PLYWOOD b14 (D-J 14 &02 (D ALUMINUM TRACK A55EM5LY RECESSED INTO SOLID SURFACE. TOP OF TRACK FLUSH WITH SURFACE 5AC<5PLA-SH FINISH TO MATCH COUNTERTOP FINISH - 3" HIGH AT -RS WITHOUT SIN< AND 4" HIGH AT COUNTERS WITH SINK - COUNTE 3/411 WOOD VENEER 21 SEE ID SHEET FOR MORE INFORMATION PANEL OVER 3/4" PLYWOOD SUIBSTRATE 14 ro --------- ---------- - 5/a" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE ID SHEET (D 77 FOR MORE INFORMATION LINE OF CEILING - - - ------- - C-J4 516" THICK MELAMINE INTERIOR$ (5OXES) FINISHED ]BASE - SEE FINISH SCHEDULE 5LACK LAMINATE AT REVEAL LOCATIONS TYP. J 0 21 G 5/6" THICK MELAMINE DRAWER STOCK 0 2-011 I . 1-- -q 5/8" THICK ADJUSTAIBLE MELAMINE SHELVES G 3/4" WOOD VENEER PANEL OVER 3/4" 5LAC< LAMINATE AT 0 0 8 d) LINE 50RING FOR ADJU5TA5LE SHELVES a PLYWOOD SUBSTRATE REVEAL LOCATIONS TYP. o 7-777777'' (L z 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE VENEER 3/4" PLYWOOD 0 0 0 Lu lu 2x 5LOCKING AS REQUIRED (D 3/4" PLYWOOD 0 -1 Lu 7 LLI (31 ZARGEN" 603ro DRAWER SLIDE SYSTEM W/ 6100 4 6110 FILE RAIL r77777= SYSTEM. v 0 ZARGEN" 603(o DRAWER SLIDE SYSTEM 4\-0 1/2" G.W�5. ON 3 5/5" METAL STUDS AT 16" O.C. KEY5OARD DRAWER SYSTEM - SEE SPECIFICATIONS 7 5/8" x 4" MELAMINE D22 SLIDING MILL FIN15H ALUMINUM WINDOW SYSTEM WITH 1/4" TEMPERED OPAQUE GLAZING WITH MILL FINISH ALUMINUM TRACK ASSEM5LY ALL EXPOSED SURFACES TO RECEIVE LAMINATE VENEER 3/4" PLYWOOD 3/4" x 4" PLYWOOD 3/4" x 4" PLYWOOD 5ASE RE VNEAL DETAIL f"2*54"Em \my E A L 0 E T A I L CA5INET DETAIL CA51NET DETAIL SCALE: 11/2" V-011 CA5INET DETAIL SCALE: 11/2" V-011 SCALE: 3" 1'-0" SCALE: 3" 1'-0" SCALE: 11/2" 2 1'-011 SINK - -SEE PLUM5ING DRAWINGS G - 5/5" MELAMINE FIXED SHELVING - SHELVING DEPTH SHALL 5E A5 SHOWN UNLESS NOTED OTHERUJ16E ON FLOOR PLAN 2'- ro WALL 5EYOND 1 i I 4 21 /-0 21 I WOOD VENEER PANELS OR G.W-5- SEE FINISH FLOOR PLAN AND 211 ,-�EDGE OF SHELF -------------- INTERIOR ELEVATIONS \—VERTICAL 21 SUPPORT (oil `"/--0 4 21 /-0 PLAN VIEW /-0 t &\., 00 "111110 21 r. 21 GENERAL NOTES 0 0 0 %b (oil .4 0 . d) 0 0 Z Z- 0 0 0 0 1. ALL INTERIOR MELAMINE SURFACE TO 5E WHITE U.N.O. 0 0 0 0 U4 -J Lu z Lu Lu () -J Lu ZW 2. GROMMET LOCATIONS NOT SHOWN ON CA51NET DETAILS REFER TO GROMMET DETAIL 5FELOW FOR TYPICAL REQUIREMENTS 0 0 Lu j, 0 0 v 3. REFER TO COUNTER PLAN 5ELOW FOR TYPICAL COUNTER LAYOUT 0 0 > 0 0 0 0 ............... NOTE: FIELD CUT CA5LE HOLES IN CA5IN=1--T DETAIL CA51NET DETAIL CA51NET DETAIL CA51NET DETAIL SCALE. 11/2" I'-O'l SCALE. 1 1/2" V-011 SCALE: 11/2" 1'-011 SCALE: 11/2" 1'-011 CA51NETS AFTER EQUIPMENT HAS IBEEN PLACED IN DESIRED LOCATION 5Y OFFICE STAFF 1 1/2 11 2'-roll 3" 01). GROMMET WITH 7 RETRACTAIBLE, SELF STORING I SLOT COVER /-0 X FO (3� "/--0 ro it -777777777, A PICAL CsR01'*"ET DETAIL SCALE: N.T.S. 21 C4 01 5ACKSPLASH - U SEE NOTE 04 FOR HEIGHTS, ro 7 i 3/32 C14 lit C() L; A VARIES SEE PLAN 2" RADIUS ON N 4- ----- ------ --- - - ----- ALL CORNERS. NOT USED CA51NET DETAIL CA5INET DETAIL cA5INET DETAIL TYPICAL COUNTER PLAN SCALE: N/,4 SCALE. 11/2" = 1'-0" SCALE: 11/2" - I'-011 SCALE: 1 1/2" - I'-011 SCALE: N.T.S. REVISIONS BY '3- E CN T) 6 C\I Lo Cx) >1 E c, I- N CID C\I (Z) c:) > 0— Z LLJ a a- (-) Z x LLJ Cr 0 < La LL- 0 Ld < -C > 0 -C F- c-4 EL z 0 00 LLJ Dow D M LL- Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A8b H;\Projects�Projects 2010�1061 - FMC Urgent Care\04-CD�01-CD.P,'\04-Architect,ral\A8ab - CABINET DETAILS.dwg, 6/13/2012 2:03:39 PM, Adobe PDF.pc3 19 DOOR TYPES DOOR FRAMr=S DOOR SCHEDULrE STANLEY 6LIDING DOOR DATA DOOR FRAME 4 NO, TYPE — HARDWARE REMARKS NO. FFI. DURA-GLII)E 3000 51-PART AUTOMAT IC -OPEN DOOR BY 5TANLEY MAGIC DOCR. SIZE MATERIAL PIK F.R. MAT, I FIN. TYPE 2. 111v A.C. 15 A�IP SERVICE FOR 1-2 OPERATORS. Iola 1) T-o" x 1'-&" AL /a AN - AL AN 1'1'(3 Iola 3. IFLECTRIC, SERVICE TO HEADER BY ELEC. CONTRACTOR. 4. STANDARD 1/4" TEMPERED CLEAR GLA55. 101b 0 T-o" x T-8" AL / GIL AN - AL AN lolb 5. DOOR F-IN16H TO 5E CLEAR ANODIZED ALUMINUM TO MATCH WINDOLU 5Y5TEM5. (o. EMERriENCY BREAKOUT ON 50TH 5WING-OUT PANELS AND SLIDING DOORS. 102a A 4'-0" x T-0" x 13/411 WAO 545 MTL PINT A 4,6 102a 1. DOOR PAC<Ar-3E 13-3360 (1'-011 UJIDTH). VERIFY IN FIELD. 102b A 4'-0" x T-0" x 13/411 SCWD 546 MTL PINT A 1 4,6 102b L EQ. EQ. 4,(o 4 4 102C A 4'-0" x T-0" x 13/4" SCWD 645 MTL FNT A i 102c 3 /072� 103 A Y-011 x T-o" x 13/4" 5CWI) 545 MTL f-NT A 2 4,(o 103 4,12 104 104 D Y-011 x I'-o` AL/GL AN AL AN D I 105 A Y-0` x T-0" x 13/411 SCUD 645 MTL FNT A 4 4,(o 105 106 A Y-0" x T-0" x 13/41' XWO 545 MTL I-NT A 3 4,(o 106 101 A Y-O" x T-0" x 13/411 5= 545 MTL PINT A 2 4,(o 101 7IN /07� /0_74\ 106 NOT USED lob 1013 A Y-0" x T-0" x 13/411 SCLUD 646 MTL FNT A I 4,(o los 112 �a 110 NOT USED 110 111 5 Y-011 x T-o" AL / GL AN AL AN C 5 1,2,8 112 A Y-011 x T-0" x 13/4" 50, C W 0 546 MTL FNT A 4 4,& 112 4,(o 113 113 A Y-0" x T-0" x 13/411 5CWD 546 MTL PINT A 3 1114 115 116 114 NOT USED 114 Aea 115 NOT USED 115 NOT 1 116 I - ILI' I ILAN 171- L 14 15 HOLLOW METAL METAL DOOR FRAME ALUMINUM DOOR HOLLOW METAL DOOR FRAME IN INTERIOR IN MASONRY UJALL FRAME IN MASONRY FRAME / WINDOW FRAME METAL STUD WALLS WALL IN INTERIOR METAL STUD UJALL 111 A Y-O" x T-0" x 13/411 SCWD $45 MTL FNT A 4 4,(o III 118 NOT USED 118 115 A V-0" x T-0" x 13/411 SCUID 545 MTL PINT A 2 4,(o Ili 120 NOT USED o 120 121 NOT USED 121 121 d2 122 NOT USED 22 122 123 NOT USED 123 124 A V-0` x T-0" x 13/411 SCWD 546 MTL FNT A 4,6 124 125 A 3'-0" x T-O" x 13/411 SCWD 545 MTL PINT A 1 4, ro 125 GENERAL DOOR NOTES fleCt 126 A Y-O" x T-V x 13/411 SCWD $45 MTL FNT A 1 4,6 d12(o 121 A 3'-0" x T-0" x 13/4 5010 545 MTL F-NT A 1 4,6 121 128 A 3-411 x T-0" x 13/411 SCULID $46 MTL FNT A 2 4,& 128 0 1213 A 31-011 x 11-011 x 13/4" SCWD $46 MTL FNT A 4 4,6 2S 1213 130 NOT USED 0 130 3] TOP TRACK 1. ALL DOORS/DOOR OPENING$ SHALL COMPLY WITH FLORIDA FIRE 1. COLOR TO BE CLEAR ANODIZED ALUMINUM TO MATCH UJINDOUJ SYSTEMS 131 B *-011 x T-o" AL / GIL AN AL AN C 5 1,2,8 131 PREVENTION CODE 2010 EDITION / NFPA 101 LIFE SAFETY CODE -1.2-12 132 A 31-011 x T-0" x 13/4" xWD $45 MTL PINT A I 4,(o 132 132 z WIDTH 12.1.4 SLUING AND FORCE TO OPEN 1.2.1B LOCKS AND LATCHES 2. 350W MEDIUM 6TII-E DOOR BY "YKK" -NOA 00-1-0403.08 AND ALARM DEVICES 1.2.1.6 SPECIAL LOCKING ARRANGEMENTS 12.11 1 133 NOT USED 133 133 PANIC HARIDWARE AND FIRE EXIT DEVICES -1.2.1.8 SELF CLOSING 3. SEE JAMB DETAIL 2/Acia 134 A 3'-0" x T-0" x 13/411 S= $45 MTL FNT A 1 4,6 134 134 Hi H A W A RAE DEVICES 4. PROVIDE "ROOM NAME" LABEL ON EXTERIOR SIDE Of= DOOR AS 135 A Y-0" x T-0" x 13/4 11 SCWD 546 MTL FNT A 4 4,6 135 135 136 NOT USED I , 136 W0* F 1 2. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING A.D.A. REQUIRED. 131 5 Y-O" x T-0" AL / GIL AN AL AN C 5 1,2,6 131 131 Q! REQUIREMENTS. 5. PROVIDE AUTO CLOSER __gp_ - Q 3. ALL INTERIOR DOOR HANDLES SHALL BE SCHLAGE "ALI' SERIES 11 4, 6, 10, 13 136 HARDWARE SET 0 1 HAP=JARE WT 10 4 "SATURN". (o. SEE DETAIL 31A'ba 138 A Y-0" x T-0" x 13/4 64 6 MTL FNT A 3 PLAN VIEW (11/2) PR BUTT HINGES N 1/2) FR. BUTT HINGES 4. ALL DOORS WITH AUTO CL05ERS SHALL HAVE BALL BEARING TYPE -1. STANLEY, DURA-GLIDE 2000. SINGLE SLIDE AUTOMATIC DOOR SYSTEM 13S A *-0" x T-0" x 13/41- SCWD 545 MTL f=NT A 2 4, ro, 10, 13 1313 140 NOT USED 1 140 (1) PASSAGE SET (1) STOREROOM LOCK SET HINGES WITH ALL REQUIRED HARDWARE. 141a C Y-0" x I. -Oil MTL FNT MTL I-NT 5 4 3,4 141a (1) DOOR STOP AS REQUIRED (1) DOOR STOP AS REQUIRED RECE55 SLAB FOR (1) AUTO CL05ER rp. ALL EXTERIOR DOORS SHALL HAVE 32D FINISH HINGES. 8. ALL STOREFRONT DOOR SYSTEMS TO BE NON -IMPACT RATED 20 4 4, ro, 11 141b] 50TTOM TRACK - 141b A 3'-0" x T-0" x 13/4" XWD PINT MIN MTL PINT A COORDINATE WITH HAROUJAIRE SET 0 2 (o. ALL EXTERIOR DOOR$ SHALL HAVE WEATHER STRIPING. 13. PROVIDE THRESHOLD AND WEATHER STRIPPIN63 AS REQUIRED. DOOR MANUFACTURER (1 1/2) FIR. BUTT HINGES HAF�DUJARE SET 0 5 1. ALL INTERIOR 601-ID CORE LUOOD DOORS SHALL BE ROTARY NATURAL 10. LEAD LINED DOOR TO BE DETERMINED BY A STATE CERTIFIED FINISH FLOOR/ (1) PRIVACY SET BIRCH VENEER AS MANUFACTURED BY ALGOMA HARDWOODS, INC. - PHYSICIST, GENERAL CONTRACTOR TO COORDINATE. LUAL< (1) DOOR 5TOFD AS REQUIRED STANDARD HARDUJARE BY IIYKK11 SEE ARCHITECTURAL SPECIFICATIONS AND FINISHEACHEDULE FINISH FLOOR/ (2) PR STANDARD BUTT HINGES 11. 20 MIN RATED DOOR AND FRAME ASSEMBLY. WALK - 41/2" x 41/2" a. PROVIDE SEPARATOR OR TRANSITIONAL THRESHOLD AS REQUIRED _TL HARDWARE SET 0 3 (1) DIAM. f=ULL BETWEEN DIFFERENT FLOOR FINISHES. 12, ALL HARDWARE BY 5TORr=FRONT DOOR MANUFACTURER (1 1/2) PP, BUTT HINGES (1) CONCEALED OVERHEAD AUTOCLOSER (1) OFFICE LOCK SET (1) DOOR STOP AS REQUIRED e. DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD 13. PROVIDE EXTRA JAM5 SUPPORT 1/2" ExFAN5ION JOINT (1) DOOR STOP AS REQUIRED (1) WEATHER-STRIF'FING (1) DOOR SWEEP Of= THE CL05F_R SHALL BE Ar_>JU6TI=-r_> 50 THAT FROM AN OPEN POSITION OF 710*,�;THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE MATERIAL (1) CONCEALED PANIC BAR SERVICE TO A POINT 3 INCHES (*J(oMM) FROM THE LATCH, MEASURED TO THE A =151;;MV" LEADING EDGE OF THE DOOR. WD WOOD $45 STAINED 4 SEALED METAL 10. THE MAXIMUM FORCE FOR PUSHING OR FULLING OPEN AN EXTERIOR DOOR SHALL NOT EXCEED 651-15F (31BN). AUTC)MUTIC 0%^~^mFq% 14EAD JAM5 DETAIL WAR11DIJARE SlOrECIFICAT IONS 11. THE MAXIMUM FORCE FOR PUSHING OR FULLING AN INTERIOR DOOR MTL SCALE: 3" = 1'-0" SHALL 5E 51bF (22.2N). PNT FAINT HINGES CL05ER CAL -ROYAL LCN - U526D - 553IxU52ro,T5H3IxUS2& - U52(oD - 146011441 12. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO HCU)D HOLLOW CORE WOOD STOREf=RONT WALL STOP CAL -ROYAL - US2(oD - CONW542 PLACING ORDER (4 COPIES) SCUJD SOLID CORE WOOD DOOR SYSTEM FLOOR STOP CAL -ROYAL - U526D - DSHPla GL GLASS BY I1YKKI' all CMU PASSAGE -SET SCHLAGE - US2roD - SATURN ALIOS AN AN0DIZEr_> FINISH pRIvACY 5ET 5CHLAGE - U626D - SATURN AL405 AL ALUMINUM LOCK SET SCHLAGE - U62&D - SATURN AL50PD PAC FACTORY FINISH I INTERIOR JAMB ANCHOR SINGLE DUMMY TRIM SCHLAGE - U926D - SATURN ALI-10 5/511 STUCCO (MIN) STOREROOM LOCK 6CHLAGE - U62roD - SATURN AL50FD CLA56ROOM LOCK :6CHLAGE - U62roD - SATURN ALIOPD 1/21, GYPSUM 1/211 EXPANSION THRESHOLD PEMKO - ALUM - 2'10A or I-10A WALL50ARID JOINT SEALANT DOOR SWEEP FULL HANDLE FEMKO DON-JO - ALUM - 31E�CN - U526D - 1114 METAL STUDS CONCRETE FLOOR 1/4" DROP KICK PLATE DON-JO - ALUM - J102 DOOR AT 16" O.C. SLAB PANIC DEVICE MONARCH - MAL - I13IOLDANE ------ 1/4" PER FOOT DOOR SLOPE MIN. ------- JI -------- -- HOLLOW METAL L 4'1 A 4 DOOR FRAME ----- ------- A. x -7 ------------ . . _J I" RIGID -4 - 4. x F-. INSULATION 4 _x " iq K//x 1/2 GYPSUM LUALL50ARC JAMB ANCHOR '4 4_X 4. A 6" PRECAST x 4. LINTEL - SEE 4 r STRUCTURAL I x 3 FURRING SEALANT I" RIGID INSULATION 5/B" STUCCO HOLLOW METAL DOORFRAME 1/2" GW5 INTERILP"IR DWORM METAL rL=1EAD JAM5 DETAIL 0 EXrERI^25 15 THIRESHOLD DETAIL STOFREF"T 000 %~r% I x 3 FURRING AT 16" O.C. SEALANT 0 SCALE: 3" SCALE: 3" 1'-0" SEALANT METAL DOOR JAM15 DrETAIL SCALE: 3" P-0" STOREFRONT WINDOW SYSTEM 5Y 11YKK11 5/8" STUCCO SEALANT & C CRIETE BLOCK " ON 8" CONCRETE 516" STUCCO STOREFRONT BLOCK DOOR SYSTEM 4 BY 11Y`KK'1 A :4 MET L STUC)E-) AT I" RIGID INSULATION 4' Iro" O.C. SEE U)ALLTYPE5. A A INTERIOR 1/2" GYPSUM 1/2" GYPSUM WALLBOARD WALLBOARD 6" PRECAST LINTEL. SEE STRUCTURAL 2x WOOD 5LOCK F STOREFRONT DOOR < < I x 3 FURRING -- SYSTEM BY "YKK" 1EXTE RIOR WOOD L ---------- 3/4"' VARIES 3/4" TRIM TO MATCH SEALANT DOOR FRAME 6EALANT PROFILE I" RIGID INSULATION SEALANT HOLLOW METAL DOOR FRAME 1/2" GYPSUM WALL50ARD Ix3 FURRING W00 C45E0 OFENI'14135 DETAIL EXTERIOR STOREFRONT DOOR/WINDOW WrEAD EXTERIOR STOREFRONT DOOR SCALE: 3" - P-0" JAM5 DETAIL ETAL DOOR, WrEAD DETAIL SCALE: 3" z 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" REVISIONS BY 00 CD x v� C) c� C\1 < 00 Cn _Z' C\I > :5 0 LAJ CL Z q) x L. 0 LAJ LJ a -a _J L) c: < (n 0 0 LLJ ILL. m 00 LLJ -C 0 > 0 F— C14 r-L z IS 0 LL1 00 te) 0 0 _J D M LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A9a H-Wroject0rojects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architecturai\A9a - DOOR SCHEDULE.dwg, 6/13/2012 2:03:45 PM, Adobe PDF,pc3 WINDOW SCHEDULE 0 rYPE SIZE MANIF. I)SGNTN. REMARKS TYPE A +/- &'-&"W x 13'41H YKK - YES 45 F1 NON IMPACT, INSULATED GLAZI1S* A IEXTEROR WINDOLU SYSTEM 5/6" STUCCO 5 1 2'-&"W x 5'-4"W YKK - YES 45 F1 NON IMPACT, INSULATED GLAZIWG SEALANT-\ EXISTING 12" CONCRETE LUALL 4'-C"W x 2'-2"W YKK - YES 45 F1 NON IMPACT, INSULATED GLAZIWG WINDOW &Y&TEM 5/a" STUCCO 6" CONCRETE 12'-O"W x V-4"H YKK - YES 45 F1 NON IMPACT, INSULATED GLAZIWG D 5LOCK 5EALANT-\ 5" CONCRETE 5LOCK - SEE STRUCTURA 1114 E E. 4'-O"W x 4'-0 YKK - YES 45 F1 NON IMPACT, INSULATED GLAZIN63 4 4 5/5" STUCCO P RIGID (MIN) F &'-5"W x cj'-4"H YKK - YES 45 F1 NON IMPACT, INSULATED GLAZIWG F . . . . . . . INSULATION 4 11-011W x I'-&"H YKK - YES 45 F1 NON IMPACT, INSULATED GLAZIW G H 3'-O"W x 2'-4"H YKK - YES 45 F1 NON IMPACT, INSULATED GLAZIN63 H 5EALA1', WALL50ARD J 1 4 4 1/2 G.LUB. J T-8`W x S'-4"H YKK - YES 45 F1 NON IMPACT, INSULATED GLAZIWG 1/2 " GYPSUM < > 4 'EL 0" PRECA5T L INTEL TKK - TH& 4b t' 4 BLCC<5EE STRUCTURAL —METAL STUDS AT 04 4 4 SEALANT PROVIDE WOOD 5LOCKING -ONr 4 AS REQUIRED. 1 x 3 FURRING STRIPS GENERAL WINDOW NOTES SEALANT EXTERI SEALANT 1. CONTRACTOR TO VERIFY ALL OPENIW SIZES 5EFORE PAPERIWJ SHOP DRAWIW APPROVAL. I X P.T. 5UCK A WINDOW SYSTEM 5EALANT SEALANT 2. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. \-I,, RIGID 3. ALL EXTERIOR STOREFRONT WINDOW SYSTEMS An TO 5E NON- IMPACT RATED INSULATED SOLAR6CREEN INSULATION CRYSTAL CHROME (VS-1-20) REFLECTIVE GLA58 5Y ARACON SEALANJ \-IxB FURRING STRIPS WINDOW 4. STOREFRONT FINISH TO 5E CLEAR ANODIZED ALUMINUM I x F.T. 5UC<J 1/2" GYPSUM WALLIBOARD 5Y67EM \-I,, RIGID 5. PRIOR TO INSTALLATION, SUIBMIT SHOP PRAWIWsS TO ARCHITECT FOR REVIEW AND APPROVAL -4 INSULATION \-Ix3 FURRING STRIPS I x P.T. 5UCK 1/2" GYPSUM WALL5OAR0 EXTERIOR WINDOW JAM5 EXTERIOR WINDOW HEA - 0 EXTERIOR WINDOW JAM5 INTERIOR WINDOW I4E,4D/JAM5 WINDOW TYPES SCALE: 3" = 1'-0" SCALE: 3" z 1'-0" SCALE: 3" z 1'-0" SCALE: 3" a V-0" E a. 2 2 IS Is lu INTERI Lu WINDOW SYSTEM INTERIOR] INSTALL 5LACKENING IINTERIOR SEALANT FILM ON THE INSIDE d SILL PAN 5EE SOUND INSULATION OF GLAZING. WINDOW SYSTEM lu DE TA 11 cj/,4Bb I EXTERIOR SEE FLOOR PLAN FOR 011 107� vIeV V, sbl FINISH FLOOR EXTERIOR WINDOW SILL EXTERIOR WINDOW MULLION (TYP.) WALL FRAMING AT WINDOW DETAIL INTERIOR WINDOW SILL SCALE: 3" 1'-0" SCALE: 3" x 1' -0" SCALE: 1 1/2" V-011 Z vL, I d Lu SEALANT /X� IX P.T. 5UC< EXTER 'B FINISH VA- FLOOR WIDTH OF WINDOW WINDOW FRAME PLUS 1/5" G.W.B. 5 ILL SYSTEM STOREFRONT SYSTEM SEALANT Ix3 FURRING ALUMINUM EQ. EQ. EQ. 5REAK MI AL COLUMN MA CH 1/2" GYP5UM SEALANT WRAP TO MATCH DOOR WALLBOARD STOREFRONT SYSTEM FINISH 6" CMU 5LOCK WAL L. - BEE STRUCTURAL 5/8" STUCCO STEEL COL. .4 SEE STRUCTURAL---,____ 4 3/a" HEM EDGE RIGID IN6ULATION- 77 77 77 .040 MIL ALUMINUM PAN 4 . 4. Jr — ALL JOINTS MUST 5F WATER TIGHT FINISH FLOOR SILL PAN DETAIL EXTERIOR WINDOW SILL NOT USED ETAIL 5CALE: N/A SCALE: 3" - 1'-0" SCALE: X" - 1'-0" SCALE- 3" - 1'-0" Lu 10 12 EQ. E ip lu 03 FINISH Lu FLOOR .1 51HALANT LOCATION WINDOW SYSTEM SEALANT a SEALANT 4" CONC. FINISH FLOOR 2 5LA5 WINDOW 7�7 SEE FINISH SCHEDULE \I;4 Sb 1/4" PER FOOT SYSTEM Vb 44 p SLOPE MIN. EQ. 16 EQ. 16 EQ. EQ. . . 4' 4 — — — — — — — — — — — — — — — — 4, 1/2 " GYPSUM J/ 4' 4 WALLBOARD A. A 4. A .4 Lu 4 .1 3 5/6" MIETAL A :.4 .1 4 4. STUDS AT Iro" O.C. 4 d .4 ---METAL STUD FRAMING A 4 A 4 4 .4 14 4 SIZE TO IBE 44 4 INTERIOR] vARIFIED IN FIELD. 1 4 Lu 1/2" G.W.15, OVER Ix3 4 FURRING OVER P 4 RiGic> INSULATION-' REVISIONS BY GO QD C'D '�r C\1 Cn ('0 _J (D C\I E C\I M t- L C) CD U-) C'A < E 0-0 C\J CQ co C\1 <4 4 > C 0 LLJ Q-L)Z (D x Ld 0 0 LLJ LL- -y v) 0 L- = LLJ :E L) > 0 F- 'C'-14 C L < z o 4) OC) LLI 110 OW -i D LL- Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet A9b HVrojects\Projects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\A9b - WINDOW SCHEDULE.dwg, 6/13/2012 2:03:50 PM, Adobe PDF.pc3 F -1 L _J F_ 7 CONTIWL L _J ED STORok El r- — — — — — — — — — — — — — — — — — — - r;T-1 i IL---- X-RAY I F'I V 3-1 ------------ 111111111117r/mIlImIj 0XyQ1 F_ 1 F-1 F - IV8 L L_ _j ELEC. ?*w0NE/ F-17 CommTER I F- 7 J 1 :1 _j LAS T FT 116 FFT2 —1 Ij n n, 911 _P" L F-7 movlpm L_ _j .... ..... ..... ..... ... . 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N S E W 101 AIRLOCK PTB PT1 Pi Pi Pi Pi 101 102 WAITING PTB PT1/2/3 WV/P3 P3 P3 P3 102 103 TOILET PTB Fri Pi Pi P3 Pi 10 104 KID'S WAITING PTB PT2 Pi Pi P2 Pi 104 105 HOUSEKEEPING VB VCT Pi Pi Pi Pi 105 106 PROV iDER OFFICE CB CPT P3 P3 P2 P3 106 107 TOILET PTB PTl Pi Pi P3 Pi 107 108 CORRIDOR PTB PTl/2/3 Pi Pi Pi Pi 108 109 BREAKROOM PTB PT2 Pi Pi Pi Pi 109 110 NOT USED 110 111 CORRIDOR PTB Fri Pi Pi Pi Pi ill 112 ELEC/PHONE/COMPUTER VB VCT Pi Pi Pi Pi 112 113 PROVIDER OFFICE CB CPT P2 P3 P3 P3 113 114 CORRIDOR PTB PT1/2/3 Pi Pi Pi Pi 114 115 RECEPTION PTB PTl Pi Pi Pi Pi 115 116 CORRIDOR PTB PTl Pi Pi Pi Pi 116 117 BIOHAZARD PTB PT2 Pi Pi Pi Pi 117 118 LAB PTB PT2 Pi Pi Pi Pi 118 119 TOILET PTB PT1 P2 Pi Pi Pi 119 120 NOT USED 120 121 CHECK OUT PTB PT1/2/3 Pi Pi Pi Pi 121 122 TRIAGE PTB PT2 Pi Pi Pi Pi 122 123 CORRIDOR PTB Fri/2/3 Pi Pi Pi Pi 123 124 TREATMENT PTB PT1 Pi P2 Pi Pi 124 125 TREATMENT PTB PT1 Pi P2 Pi Pi 125 126 TREATMENT PTB PIT1 Pi P2 Pi Pi 126 127 TREATMENT PTB PT1 Pi P2 Pi Pi 127 128 TOILET PTB PT1 Pi P3 Pi Pi 128 129 SAMPLE ROOM PTB PT1 Pi Pi Pi Pi 129 130 NOT USED 130_ 131 CORRIDOR PTB PTl/2/3 Pi Pi Pi Pi 131 132 TREATMENT/CAST RM PTB PT1 Pi Pi Pi Pi 132 133 RECOVERY PTB PT1 Pi Pi Pi P3 133_ 134 TREATMENT PTB PT1 Pi Pi Pi Pi 134 135 STORAGE PITB PT1 Pi Pi Pi Pi 135 136 DICTATION PTB PT2 Pi Pi Pi Pi 136 137 CORRIDOR PTB PT1/2/3 Pi Pi Pi Pi 1371 138 CONTROL ROOM PTB PT1 Pi Pi Pi Pi 138 139 X-RAY PTB Fri Pi Pi Pi Pi 139 140 NOT USED 140 141 1OXYGENIVACUUM VB I VICT Pi I Pi I Pi i - Pi 1 1411 FINISH MATERIAL LEGEND Material ___jAbb. -"I- Maker, Model, Manufacturer cot"' I Provi e�d'ard "I ns—talled by Ow ner (sam carpet as FMC LOL) CB Provided and Installed by Ow ner (sarre carpet as FMC LOL) B Provided and Installed by- ner (s''a"n" i-e"tile as FMC I LOL) 'VB Johnso-nite "Sandalw ood" 45'; 4" Co I ve ,�p n� _0�,c�,�.L7_EML_Ufrent Car 012 2:03:55 PM, Adobe PDF REVISIONS BY 00 C") CJ 4, L2 00 C\1 El C"I CIO C\1 C:) 0 Z LLJ x Z LLi LLI —J1 U V) -0 LLi -Y W 00 LLJ C) > 0 C,4 CL 4) < Z (::) (1) LLJ 00 M LL- Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet ID2 � I - - - DIVISION I THERMAL AND MOISTURE DIVISION S DOORS AND WINpouJS (CONT.) � DIVISION a DOORS AND WINDOUJS (CONT.) DIVISION I GENERAL NOTES DIVISION 4 MASONRY PROTECTION (CONT.) - SECTION 01340 S140P 0RAWIW_sS, PRODUCT DATA AND SAMPLES SEE STRUCTURAL SPECS SECTION 01530 SIW.xLE PLY THEF"OPLASTIC MEMORANE ROOFING SECTION 08111 STANDARD STEEL DOORS AND FRAMES PARTI GENERAL PART I GENERAL - - - DIVISION rp METALS 1.01 GENERAL 1.01 REQUIREMENTS INCLUDED A SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR AS � � 101 GENERAL A. OBTAIN PRIMARY FLEXIBLE SHEET ROOFqWG FROM A SINGLE MANUFACTURER, PROVIDE SECONDARY A PROVIDE DOORS AND FRAMES COMPLYING WITH STEEL DOOR INSTITUTE "RECOMMENDED SPECIFICATIONS STANDARD STEEL POOI;r5 AND FRAMES" ANS115DI-100. __ W� __ __ NECE55ARY WHERE NOT INDICATED, 50 ARCHITECT CAN REVIEW, SELECT, CHECK FOR CONFORMANCE, MATERIALS AS RECOMMENDED BY MANUFACTURER OF PRIMARY MATERIALS. DO NOT BEGIN ROOFING 5. MANUFACTURER TO_5E A MEMBER OF THE STEEL DOOR INSTITUTE. IE: CECO BUILDING PRODUCTS, REPUBLIC ETC, AS REQUIRED. SEE STRUCTURAL Of DECS INSTALLATION UNTIL SU55TRATES HAVE BEEN INSPECTED AND ARE DETERMINED TO BE IN SATISFACTORY 1�, 5UILDER5 PRODUCTS OR STEEL CRAFT. - CO I qk6ING TO A TYPE INDICATED AND TESTED TO SHOW C. SUPPLIER TO BE A STOCKING DISTRIBUTOR FOR ONE OF THE LISTED MANUFACTURERS WITH NO LESS THAN D. SINGLE SOURCE RESPONSIIBILTY : PROVIDE MATERIALS 05TAINED FROM ONE SOURCE FOR EACH TYPE OF - 1.02 RELATED REQUIREMENTS B.PRX MATERIALS RECOGNIZED BE FIVE YEARS OF DISTR15UTION FOR SAME MANUFACTURER SUPPLIER TO HAVE A "UL" OR "WARNOCK GLAZING PRODUCT IDICATED. A. DESIGNATED IN THE CONSTRUCTION SCHEDULE, OR IN A SEPARATE COORDINATE SCHEDULE, THE DATES FOR DIVISION & WOOD and PLASTICS COMPLIANCE WITH PERFORMANCE IN APPLICATION, OR PROVIDE OTHER SIMILAR MATERIALS THAN MATERIALS SPECIFIED HERSEY" CERTIFIED FAIBRICATION SHOP. E. PROVIDE GLASS AND GLAZING THAT HAS BEEN PRODUCED, FABRICATED AND INSTALLED TO WITHSTAND FAILURE INCLUDING LOSS OR SUBMISSION AND THE DATES THAT REVIEWED SHOP DRAWINGS, PRODUCT DATA AND BAMPLE5 WILL BE NEEDE . , CERTIFIED IN WRITING BY MANUFACTURER TO BE EQUAL TO OR BETTER NORMAL TEMPERATURE CHANGES, WIND LOADING, IMPACT LOADING, WITHOUT ALLOW 6U5:ICIENT TIME IN THE SCHEDULE FOR ARCHITECT REVIEW AND P05515LE Rf-&UBMITTAL6 IF REQUIRED. I, " IN EVERY RESPECT. PROVIDE PRODUCTS THAT ARE RECOMMENDED BY MANUFACTURER& TO BE FULLY 1.02 DOORS BREAKAGE OF GLASS, FAILURE OF SEALMENT5 OR GASKETS TO REMAIN WATERTIGHT AND AIRTIGHT, ; COMPATIBLE WITH INDICATED SUBSTRATES, OR PROVIDE SEPARATE MATERIALS AS REQUIRED TO A. EXTERIOR DOORS TO BE GRADE 11, MINIMUM 18 GA. A60 GALVANNEALED FACE SHEET WITH 16 GA STEEL DETERIORATION OF GLASS AND GLAZING MATERIALS, A14D OTHER DEFECTS IN THE WORK. 1.03 SHOP DRAWINGS I SECTION 06410 CUSTOM CASEWORK ELIMINATE CONTACT BETWEEN INCOMPAT15LE MATERIALS. HIWGE CHANNEL, FLUSH TOP CHANNEL AND INVERTED BOTTOM CHANNEL. Czq;zF_ TO BE HONEYCOMB OR F. FIELD MEA5URf_ ALL OPENIGS OR AREAS TO RECEIVE GLA55 AND GLAZING TO ASCERTAIN CORRECT FIT. A. DRAWINGS SHALL BE PRESENTED IN A CLEAR AND THOROUGH MANNER C. ROOFING MEMBRANE USED SHALL BE A MINIMUM OF 45 MIL5 (ACTUAL) WITH THE EXPOSED COLOR POLYSTYRENE, DOOR TO HAVE FACTORY APPLIED PRIMED INVERTED TOP, CHANNEL WITH SHOP APPLIED IMPROPERLY SIZED GLASS OR GLAZING SHALL BE REPLACED AT NO ADDITIONAL C06T TO OWNER 1. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NUMBERS pAp,T I CA5INETS BEING WHITE. CAP 16 NOT ACCEPTABLE. 1.03 51.115MITALS SHOWN ON CONTRACT DRAWINGS. 2. SHEET SHALL BE LABELED WITH CORRECT JOB NAME, LOCATION, ARCHITECT5 PROJECT NUMBER, AND IDI DOOR FRONTS, DRAWER FRONTS, KICKS AND SPLASHES 1.02 WARRANTY 5. INTERIOR DOORS TO BE GRADE 11, MINIMUM 20 GAGE COLE) ROLLED STEEL FACE SHEET WITH 16 GAGE STEEL HINGE CHANNEL. CORE TO BE HONEYCOMB OR POLYSTYRENE. . A PRODUCT DATA: SUBMIT MANUFACTURER'S TEC14NICAL DATA FOR EACH GLAZING MATERIAL, FABRICATED I 5UBCCNTRACTOR'5 COMPANY NAME, ADDRESS, PHONE NUMBER AND NAME OF RESPON51BLE A. KICKS, SPLASHES AND COUNTER TOPS SHALL BE 3/4" THICK PLYWOOD SURFACED WITH HIGH PRESSURE A. SUBMIT EXECUTED COPY OF SINGLE PLY MEMBRANE MANUFACTURERS "LIMITED SERVICE WARRANTY" GLA55 PRODUCT REQUIRED AND SEALANT INCLUDED INSTALLATION AND MAINTENANCE INSTRUCTIONS, REPRESENTATIVE OF COMPANY. a. DRAWING5, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AND ADJACENT COMPONENTS DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACE AN[) EDGES. B. DOOR FRONTS, DRAWER FRONTS AND CABINET BODIES SHALL BE 5/8" BLACK MELAMINE WITH HIGH AGREEMENT, INCLUDING FLASHING ENDORSEMENT, SIGNED BY AN AUTHORIZED REPRESENTATIVE OF MANUFACTURER. PROVIDE FORM THAT 16 FU13LISHED WITH PRODUCT LITERATURE AS OF DATE OF CONTACT 1.03 FRAMES A. EXTERIOR DOOR FRAME TO CONFORM TO SDI/ANSI A250.5-ISW. FABRICATED OF Wo GA. AW GALVANNEALED PERFORMANCE CRITERIA, ETC - 5, SAMPLES: SUBMIT, FOR VERIFICATION PURPOSES, 12" SQUARE SAMPLE OF EACH TYPE OF GLASS OF THE WORK_ PRE56URE DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACES AND EDGE5. DOCUMENTS, FOR A PERIOD OF TEN YEARS AFTER DATE OF SU55TANTIAL COMPLETION. STEEL. COFNERS TO BE FACE WELDED AND GROUND SMOOTH. FAINT AREA WITH A RUST INH151TIZ PRIMER INDICATED, INCLUDING MIRRDRS, MOUNTING HARDWARE AND MATERIALS. CERTIFICATE: SUBMIT CERTIFICATES FROM RESPECTIVE MANUFACTURERS ATTESTING THAT GLASS AND I 104 PRODUCT DATA C. STYLE SHALL BE FLUSH OVERLAY WITH SQUARE EDGE6. PART 2 PRODUCTS ANCHORS TO BE CONCEALED. 5. INTERIOR DOOR FRAME TO CONFORM TO SDI/AN61 A250.8-113W. FABRICATED OF 16 GA. COLD ROLLED C. GLAZING MATERIALS FUFNUSHED FOR PROJECT COMPANY WITH REQUIREMENTS, INCLUDE ALL REQUIRED A, PREPARATION: 1. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS WHICH ARE SPECIFICALLY ID2 CABINET SACKS A. 5/8" WHITE MELAMINE BOXES ON BASE AND UPPERS. FIN15H INTERIOR FACE TO MATCH CA51NET INTERIOR . 2.01 MANUFACTURER/PRODUCTS STEEL. COP,NER5 TO BE FACE WELDED AND GROUND SMOOTH. PAINT AREA WITH A RUST INHIBITING: PRIMER. ANCHI TO BE C;ONCEALEID. PRf_P FRAME FOR THREE SILENCERS. WARRANTIES. 1. GLA55 MANUFACTURER SHALL SUBMIT A CERTIFIED LETTER STATING THAT ALL GLA65 SIZE AND COVERED BY THE SUBMITTAL. REFERENCE ALL NUMBERS TO CORRESPOND TO TH05E IN CONTRACT A. MECHANICALLY FASTENED POLYMER MAMBRANE: APPROVED PRODUCTS: THERMOPLASTIC THICKNESS FOR ALL GLAZING OPENINGS MEET OR EXCEED THE WIND LOAD REQUIREMENTS AS DOCUMENTS. 123 DRAWERS MEMBRANE' SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS 1.04 HARDWARE SPECIFIED IN SECTION 08410, ALUMINUM ENTRANCE$ AND 5TORFRONT6, ANI) SECTION m2l, 2. SHOW PE�=_ORIIANCE CHARACTERISTICS AND CAPACITIES. A. DRAWER FRAMES SHALL BE GRA55 ZARGEN DRAWER SLIDE SYSTEM OR EQUIVALENT. ALL EXPOSED THAT MAY BE INCORPORATED IN THE WOW INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING A. PREPARE DOOR AND FRAME TO RECE[VE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND ALUMINUM WINDOWS. 3. SHOW DIMEN51ON&AND CLEARANCES REQUIRED. VIEW PORTIONS SHALL BE FIN15HED TO MATCH INTERIOR OF CA51NET BODIES. 1. DURO-LAST ROOFING, SAGINAW, MICHIGAN, WO-246-02W TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER, . 4. SHOW LUIRING OR PIPING DIAGRAMS AND CONTROLS. 2. FIRESTONE ULTRAPLY 16+, CARMEL, INDIANA, 311-515-IOM 1.04 DELIVERY, STORAGE AND HANDLING 5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC, NOT APPLICABLE TO THE SUBMITTAL. 1 1.04 SHELVES, DIVIDERS, AND BOTTOMS 3. J.P.S. ELASTOMETRICS COW., NORTHAMPTON, MASSACHUSETTS, 413-533-8100 1.05 FIRE RATING A PROTECT GLASS AND GLAZING MATERIALS DURING DELIVERY, STORAGE AND HANDLING TO COMPLY WITH 5. MANUFACTURER'5 STANDARD SCHEMATIC DRAWINGS AND DIAGRAMS: A. $HELVE5 ON THE INTERIOR OF CABINETS (BEHIND DOORS), 50TTOM IN CABINET, AND VERTICAL DIVIDERS A ALL DOOR AND FRAMES TO BE FIFZE LABELED SHALL HAVE APPROMATE LABELS TO MEET NFPA AND MANUFACTURERS DIRECTIONS AND AS REQUIRED TO PREVENT EDGE DAMAGE TO GLA55 AND GLAZING 1. MODIFY DRAWINGS AND DIAGRAMS TO DELETE INFORMATION WHICH 15 NOT APPLICABLE TO THE WOW, SHALL BE 5/81' WHITE MELAMINE. EXP06ED FACES SHALL MATCH CABINET BODY INTERIOR FINISH, ALL PART 3 EXECUTION LOCAL BUILDING CODES. IT SHALL BE THE RESPONSIBILITY OF THE DISTRIBUTOR TO VERIFY ALL MATERIALS FROM EFFECTS OF MOISTURE INCLUDING CONDENSATION, OF TEMPERATURE CHANGES, OF DIRECT 2. SUPPLEMENT STANDARD INFORMATION TO PROVIDE INFORMATION SPECIFICALLY APPLICABLE I EXP06EID FRONT EDGES, INCLUDING SHELF EDGES, SHALL BE FINISHED WITH ONE (1) TAPED FRONT EDGE. MODIFICATION$ WILL MEET THE NFRA AND LOCAL BUILDING CODES. EXPOSURE TO SUN, AND FROM OTHER CAUSES. 5. STORE IN LOCATION TO PREVENT ANY DAMAGE. REPLACE GLA55 OR GLAZING MATERIALS AT ANY POINT TO THE WORK. 1.05 PLASTIC LAMINATE 3DI INSTALLATION A. INSTALL MEMBRANE BY UNROLLING OVER PREPARED SUBSTRATE, LAPPING ADJOINING SHEET$ As ENE) OIF SECTION Oalll DURING THE CONTRACT PERIOD AT NO COST TO OWNER ID5 SAMPLES A. 1116" THICK MATERIAL ON HORIZONTAL SURFACES AND 1/32" ON VERTICAL SURFACES. RECOMMENDED BY MANUFACTURER, AND 50NDIW4 AND SEALING SEAM$. INSTALL MECHANICAL FASTNEII A. OFFICE SAMPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT 61ZE AND QUANTITY TO CLEARLY I (GENERAL NOTE: ALL EXTERIOR CORNERS OF COUNTER TOPS TO HAVE A RADIUS OF 11/2"). AS RECCOMMIENDED BY MANUFACTURER INSTALL FLASHING AND COUNTER FLASHING AS SHOWN OR SECTION 0e4I1 ALLf1INUM ST MIRONT SYSTEM IDS GUARANTEE ILLUSTRATE : RECOMMENDED BY MANUFACTURER A PROVIDE MINIMUM TEN (10) YEAR GUARANTEE FOR ALL GLA55 PRODUCTS, INCLUDING GUARANTEE AGAINST 1. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT PART 2 PRODUCTS 5. ENGAGE AN EXPERIENCED INSTALLER TO APPLY SINGLE PLY MEMBRANE ROOFING WHO HAS SPECIALIZED PART I GENERAL SILVER SPOILAGE OF ALL MIRRORS, PEI;U:ORMANCE OF GLAZING SEALANTS, TEC. DEVICES AND TECHNIQUES. IN APPLICATION OF ROOFING SYSTEMS SIMILAR TO TH05E REQUIRED FOR THIS PROJECT. INSTALLER MUST 2. FULL RANGE OF COLOR, TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT NO ADDITIONAL COST. 20 HARDWARE BE ACCEPTABLE TO OR LICENSED BY THE MANUFACTURER, "PROOF WILL BE REQUIRED". . 1.01 SUMMARY PART 2 PRODUCTS SUBMIT ONLY SPECIFIED COLOR RANGE IF DIFFERENT FROM MANUFACTURER'6 STANDARD RANGE. A. HINGES : "GRASS 120 DEGREE SNAP -ON 3,000 SERIES" FULL OVERLAY $ELF CLOSING C. WORK ASSOCIATED WITH THE SINGLE PLY MEMBRANE ROOFING, INCLUDING, BUT NOT LIMITED TO, FLASHING A PROVIDE ALUMINUM STOREFRONT SYSTEMS THAT WILL WITHSTAND WINE) PRESSURE LOADS FOR THE 15. ALL 5AMPLE5 OF A PARTICULAR PRODUCT, ASSEMBLY, UNIT, ETC, SHALL BE SUBMITTED AT THE SAME I 5. PULLS: 3" BRUSHED ALUMINUM FIN15H BY STANLEY OR EQUAL FINAL SELECTION T5D AND COUNTER FLASHING, SCUPPERS AND DOWN SPOUTS, 16 TO BE PERFORMED BY THE INSTALLER LOCATION INDICATED ON THE DRAWINGS PER NATIONAL, STATE AND LOCAL CODES. 2DI GLASS TIME TO ALLOW PROPER REVIEWAND COMPAR15ON BETWEEN SAMPLES. C. DRAWER GLIDES: BEE SPECIFICATION A50VE 1.02 RELATED SECTIONS A. PROVIDE GLASS TYPES AND THICKNESS AS PER DRAWINGS AND WINDOW 5HCEDULE: D. LOCK : NATIONAL LOCK �_-N23-26[) (DOOR), OC-6-5138-26D (DRAWER). END OF SECTION 01530 A SEALANTS FLOAT (OR "PLATE"), COMPLY WITH FEDERAL SPECIFICATION DD-G-451. ID6 SUBMITTALS E. KEYBOARD DRAWER ACCURIDE CIBERGO - TRAY 200 KEY130ARD SYSTEM BY ACCURIDE B. GLA55 AND GLAZING CLEAR WIRE GLA55: COMPLY WITH FEDERAL SPECIFICATION DD-G-451, I A. PERMITS, LIGEN51E5, AND CERTIFICATE&: FOR THE OWNERS RECORDS, SUBMIT COPIES OF PERMITS, PART 3 INSTALLATION SECTION 01WO JOINT SEALE" 1.03 QUALITY A55URANCE FIGURED AND PATTERN GLASS: COMPLY WITH FEDERAL SPECIFICATION DD-G-451. LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES, A INSTALLER SHALL BE EXPERIENCED TO PERFORM WORK OF TH15 SECTION WHO HAS SPECIALIZED IN THE RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS I 301 INSTALLATION PART I GENERAL INSTALLATION OF WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT. 5. MAY BE INCORPOATED IN THE WORK: ESTABL15HED IN CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON A. PROVIDE WOOD BACK BLOCKING AT PROPER LOCATIONS IN PARTITIONS FOR CASEWORK ATTACHMENT. 5. MANUFACTURER SHALL BE CAPABLE OF PROVIDING FIELD SERVICE REPRESENTATION DURING 1. TINTED GLA55: PERFORMANCE OF THE WORK. 1.01GENERAL CONSTRUCTION, APPROVING ACCEPTABLE INSTALLER AND APPROVING APPLICATION METHOD. a. AND 1/4-INCH LITE$, INTERIOR LITE CLEAR I OF SECTION 06410 � A PROVIDE JOINT SEALER$, JOINT FILLERS, AND OTHER RELATED MATERIALS THAT ARE COMPAT15LE WITH C. VERIFY ACTUAL MEA5UR.EMENT/OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION. SHOW . 2. WIRE GLASS: 1.01 CONTRACTOR RESPON51BILITIES A. REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION. ONE ANOTHER AND WITH JOINT SUE38TRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. PROVIDE RECORED MEASUREMENTS ON SHOP DRAWINGS. COORDINATE FIELD MEASUREMENTS, FABRICATION CONSTRUCTION DELAYS. a. FIRELITE. 3. CLEAR FLOAT GLASS: 1 tEND DIVISION I THERMAL AND MOISTURE IVII 5. DETEF�MINE AND VERIFY: � PROTECTION COLORS TO MATCH ADJACENT FINISH SURFACES. SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID ID4 SUBMITTALS a. PPG INDUSTRIES, INC. 1. FIELD MEASUREMENTS. I B. PROVIDE SEALANT 5ACKING5 OF MATERIAL AND TYPE WHICH ARE NONSTAINING, AIRE COMPATIBLE WITH A. PREPARE, REVIEW, APPROVE AND SUBMIT SPECIFIED SUBMITTALS IN ACCORDINANCE WITH b. FORD GLA55 DIVISION. - 2. FIELD CONSTRUCTION CRITERIA. JOINT SUBSTRATE, SEALANTS, PRIMERS, AND OTHER FILLERS, AND ARE APPROVED FOR APPLICATIONS "CONDITIONS OF THE CONTRACT" AND DIVISION I SUBMITTALS SECTION. c. L155EY-OWENS-FORD CO. 3. CATALOG NUMBERS AND 51MILAR DATA. 4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS. INDICATED BY SEALANT MANUFACTURER C. SEALANTS: SEALANTS SHALL BE AS FOLLOWS OR EQUAL: 13. SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES, AND PRODUCT COMPONENTS, INCLUDING C. MAY BE AF`?ROvED WITH COMPLETE DATA SUBMITTAL AND ARCHITECT APPROVAL PRIOR TO BIDDING IN C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WOW AND THE CONTRACT DOCUMENTS. SECTION 01210 SUILDIW-s INSULATION 1. ONE -PART POLYURETHANE: SONNE5ORNE SONALASTIC NPI ANCHORAGE, ACCESSORIES, FIN15H COLORS AND TEXTURE$. C. SUMIT CURRENT CERTIFIED TEST REPORTS SHOWING COMPLIACINCE WITH CODE REQUIREMENTS ACCORDANCE WITH DIVISION 1. DO NOT SUBMIT NON -CONFORMING PRODUCTS. _T IN WRITING, AT THE TIME OF SUBMISSION, OF ANY DEVIATIONS IN THE SUBMITTALS FROM D NOTIFY THE ARCHITEC PART I GENERAL 2. TWO-PART POLYURETHANE: SONNEBORNE SONALASTIC NPIl 3, DOW CHEMICAL 51LICONE RUBBER BATHTUB CAULK DATED NO MORE THAN I YEAR PROIR TO SUBMITTAL DATE. D. BY MANUFACTURER FOR WIND LOADING CONDITION. INSULATIWG GLA55 WARRANTY: 10 YEARS. REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS. D. COMPLY WITH JOINT SEALER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION APPLICABLE TO 1.05 WARRANTY A PROVIDE MANUFACTURER GUARANTEE AGAINST DEFECTS IN MATERIALS OR WORKMANSHIP FOR A E, BEGIN NO FABRICATION OR WORK WHICH REQUIRES SUBMITTALS UNTIL RETUII OF SUBMITTALS WITH ARCHITECT'$ CONFORMANCE REVIEW. 101 GENERAL A. COAT INSULATION EXPOSED TO VIEW IN FINISH WOf;�K WITH CEMENTITIOUS COATING. INSTALL COATING STRICTLY PRODUCTS AND APPLICATIONS INDICATED, CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALERS. PRIME WHERE RECOMMENDED BY SEALER MANUFACTURER Do NOT ALLOW MIGRATION OF PERIOD OF ONE YEAR FROM THE DATE OF SU55TANTIAL COMPLETION. . 2D2 MANUFACTURERS / PRODUCTS A. FLOAT GLA55 (TYPE FG-A). CLEAR 1/4 INCH THICK, MINIMUM. F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS IN ACCORDANCE WITH COATING MANUFACTURERS INSTRUCTION. APPLY COATING APPROXIMATELY 311ro" PRIMER ONTO ADJACENT SURFACES. MASK WHERE REQUIRED TO PROTECT ADJOINING SURFACES FOR PART 2 FI;ZOPUCTS SAFTEY GLA56 (TYPE FG-15). CLEAR, FULLY TEMPERED 1/4 INCH THICK, MINIMUM. SHALL BE RETURNED WITHOUT ARCHITECT'6 REVIEW OR ACCEPTANCE. THICK TEXTURE 5UII WITH A PAINT ROLLER. STAINING OR DAMAGE BY CLEANING METHODS TO REMOVE SMEARS. LOW E GLASS (TYPE FG-F� FLOAT TYPE, TEMPERED, CLEAR, COATING ON INNER .5UII I E. APPLY SEALANTS IN A MANNER 50 THAT APPEARANCE 15 THAT OF A SMOOTH, UNIFORM, SLIGHTLY 20 MATERIAL MIRROR GLASS (TYPE FG-H). CLEAR TEMPERED SAFTEY TYPE WITH COPPER AND SILVER COATING, SQUARE Joe SUBMISSION REQUIREMENTS A. MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN SUCH SEQUENCE 1.02 GENERAL BUILDING INSULATION A. BLANKET INSULATION TO BE UN -FACED, MINERAL F15ER WITH THERMOSETTING RESINS, TYPE 1. MINERAL F15ER CONCAVE BEAD. TOOL WITH CAULKING TOOL AS REQUIRED WITHIN 10 MINUTES OF APPLICATION. ALL SEALED JOINTS ARE TO BE WATER -TIGHT. A. ALUMINUM STOREFRONT SYSTEMI(S) SHALL BE: EDGE$. AS TO CAUSE NO DELAY IN THE WORK OR IN THE WORK OF ANY OTHER CONTRACTOR SHALL BE MANUFACTURED FROM GLASS. APPLY INSULATION UNITS COMPLYING WITH MANUFACTURER'5 RECOMMENDATIONS. INSTALL BLANKET F. SACKER ROD: POLYETHYLENE FOAM BACKER ROD, NONSTAINING, CLOSED -CELL, EXPANDED YKK OR AN APPROVED EQUIVALENT AS SPECIFIED ON WINDOW SCHEDULE B. EXTRJDED SECTIONS SHALL BE ALUMINUM AA-6063-T5 ALLOY. PART 3 EXECUTION B. NUMBER OF SUBMITTALS REQUIREDt 1. SHOP DRAWINr�;5: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH THE CONTRACTOR REQUIRES, B, INSULATION IN STUD WALLS. BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE POLYETHYLENE FOAM AS MANUFACTURED BY DOW CHEMICAL ETHLFOAM. FUJI WITH ROUND EDGE IN THICKNESS REQUIRED. C. ALL GLAZING MATERIALS SHALL BE ELA5TOMERIC GLAZING GASKETS. ALUMINUM MOLDINGS SHALL BE GIVEN A CAUSTIC ETCH FOLLOWED BY AN ANODIC OXIDE 3.01 PRECONSTRUCTION PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE TO PROVIDE PERMANENT PLACEMENT. D. TREATMENT TO OBTAIN: A. CLEAN AND PREPARE GLAZING SUPPORT MATERIALS ACCORDING TO MANLFACTURER'S INSTRUCTIONS AND SIZE 16 24" x 36" FOR ANY ONE SHEET. END OF- SECTION 011BOO DARK BRONZE ANODIZED FIN15H AA-MI2C22A3l CLASS 11, AND SHALL BE DESIGNATED AS D15A 5. STANDARDS OF THE GLA56 A550CIATION OF NORTH AMERICA GLAZING MANUAL. 2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3) 1.03 L005E INSULATION (0.4 MIL MIN. THICK DARK BRONZE ANODIC COATING.) INSPECTION AND CLEANING SHALL INCLUDE BUT 15 NOT LIMITED TO THE FOLLOWING: CLEAN DIRT OR WHICH WILL BE RETAINED BY THE ARCHITECT. A. SAME AS GENERAL BUILDING INSULATION. FILL CRACKS AND VOIDS AROUND FRAMES AND BLOCKING AND E. WALL THICKNESS OF FRAMING MEMBERS SHALL BE .018 TO .125, . C. FOREIGN MATERIALS FROM CHANNELS, 6TOFS, RABBETS, SETTING BLOCKS, 5PACER5, ECT_ REMOVE NON- 3. SAMPLES. SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NO NUMBER 15 GIVEN, OTHER VOIDS IN EXTERIOR WALL AND VOIDS AROUND CANT5, CURBS, AND BLOCKING IN AND ABOUT THE � F. ALL EXPOSED FRAMING SURFACES SHALL BE FREE OF 04-RATCHES AND OTHER SERIOUS BLEMISHES. OR GLAZING COMPOUNDS. APPLY PRIMER TO SUI;il:ACES AS REQUIRED TO RECEIVE GLAZING COMPOUNDS. � VERIFY CORRECT NUMBER WITH ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF TWO (2) SAMPLES. ROOF WITH L005E INSULATION. WEDGE IN PLACE COFNERS AND INTERSECTION$ BEFORE SHEETING 4. PROVIDE SUBMITTALS AS REQUIRED BY THE INDIVIDUAL .SECTION, BUT No LE65 THAN THAT STATED ABOVE. OF EXTERIOR, COMPLETELY FILLING VOIDS. 3.02 INSTALLATION C. SUBMITTALS SHALL CONTAIN: PART 3 EXECUTION A. INSPECT FRAMING BEFORE INSTALLATION AND PROVIDE WRITTEN REPORT OF ANY CONDITIONS THAT MIGHT 1. THE DATE OF 5UBMI55ION AND THE DATES OF ANY PREVIOUS SUBMISSIONS. 104 BOUND ATTENUATING INSULATION INTERFERE WITH SATISFACTORY INSTALLATION. 2. THE PROJECT TITLE AND NUMBER A. BOUND INSULATION SHALL BE INSTALLED IN STUD WALLS AND CEILINGS WHERE INDICATED ON 3.01 MANUFACTURER'S INSTRUCTIONS / RECOMMENDATIONS 5. INSPECT ALL GLASS IMMEDIATELY 5EFOER INSTALLATION. REJECT ANY UNLABELED, EDGE -DAMAGED, 3. CONTRACT IDENTIFICATION. THE DRAWINGS. FIT INSULATION TIGHTLY BETWEEN STUD MEMBERS. A. COMPLIANCE: COMPLY WITH MANUFACTURER'S PRODUCT DATA, INCLUDING PRODUCT TECHNICAL BULLETIN$, SCRATCHED, OR MIS -SIZED PIECES. LEAVE MANUFACTURERS LABELS ATTACHED UNTIL THE ARCHITEC 4. THE NAMES OF: PRODUCT CATALOG INSTALLATION INSTRUCTIONS, AND PRODUCT CARTON INSTRUCTIONS. DIRECTS THAT THEY CAN BE REMOVED. a. CONTRACTOR. 105 RELATED WORK C. INSTALL AS PER MAUNFACTURER'S INSTRUCTIONS AND THE STANDAII OF THE FLAT GLA65 MARKETING b. 5U5CONTRACTOfZ A. RIGID FOAM INSULATION SHALL BE INSTALLED ON IN61DE FACE OF ALL C.M.U. WALLS CONTINUES TO SILAS TO 3.02 EXAMINATION ASSOCIATION. c. SUPPLIER 4" ABOVE FINIWED CEILING. A. SITE VERIFICATION OF CONDITIONS: VERIFY SUBSTRATE CONDITIONS (WHICH HAVE BEEN PREVIOUSLY D. ANY MATERIAL OTHER THAN CUSHIONING $TOPS, SPACERS, GASKETS, ETC. INSTALL GLA55 TO MAINTAIN d. MANUFACTUREF, 1.06 RELATED WORK INSTALLED UNDER OTHER SECTIONS) ARE ACCEPTABLE FOR PRODUCT INSTALLATION IN ACCORDANCE ' UNIFORM APPEARANCE IN SURFACES. DO NOT VARY GLAZING MATERIALS EXCEPT AS APPROVED OR 5. IDENTIFICATION OF THE PRODUCT, WITH THE SPECIFICATION SECTION NUMBER. (b. FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH. A. SPECIFIED ELSEWHERE, INCLUDES, BUT NOT LIMITED TO, FURNISHING AND INSTALLING SUCH ITEMS AS ROOF WITH MANUFACTURER'S INSTRJCTIONS. DIRECTED BY THE ARCHITECT. E. INSTALL SEALANTS TO PROVIDE COMPLETE BONI) AND TO A55URE WATER WILL WA51H AWAY FROM GLASS, 1. RELATION TO ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS. MEMBRANE SYSTEM, NAILER$, MECHANICAL FASTENERS, FLASHING, ETC- 3D3 PREPARATION JOINTS 50 THEY ARE COMPLETELY AIRAND WATER TIGHT. 5. APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO A5TM OR FEDERAL SPECIFICATION NUMBERS, P14PIT 2 PRODUCTS A. ADJACENT SURFACES PROTECTION: PROTECT ADJACENT WORK AREAS AND FINISH SURFACES FROM DAMAGE S. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS. DURING PRODUCT INSTALLATION. 3.03 PROTECTION AFTER INSTALLATION 10. IDENTIFICATION OF OPTIONS AVAILABLE, BUT NOT INDICATED IN THE SPECIFICATIONS, SUCH AS A PARTS FROM DAMAGE AFTER INSTALLATION. COLOR, FINISH, TEXTURE, ETC. WITH COMPLETE SAMPLES OR LISTING INCLUDED IN THE SUBMITTAL FOR 2.01 MATERIAL DESCRIPTION 3.04 INSTALLATION ARCHITECTS SELECTION. 11. INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOWN ON THE SHOP DRAWINGS SHALL BE A. AT CMU WALLS 1. INSTALL OWENS CORNING PINK FOAMULAR RIDGED FOAM INSULATION I" THICK - R-5 A. GENERAL: INSTALL MANUFACTURER'S SYSTEM IN ACCORDANCE WITH SHOP DRAWINGS, AND WITHIN SPECIFIED TOLERANCES. 3.04 CLEANING A. CLEAN ALL GLASS AT THE CONCLUSION OF THE INTERIOR WORK, OR WHEN DIRECTED BY THE ARCHITECT. DIMENSIONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUBION. 12, IDENTIFICATION OF REVISIONS ON SUBMITTALS. 5. AT WALL CAVITIES 1. 4" WALLS : INSTALL OWENS CORNING KRAFT FACED R-11 INSULATION 1. PROTECT ALUMINUM MEMBERS IN CONTACT WITH MASONRY, STEEL, CONCRETE, OR DISSIMILAR MATERIALS 5. CLEAN ALL GLASS COMPLETLY CLEAR OF STREAK5 OR SPOT 13. AN 6" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS. 2. 6" WALLS: INSTALL OWENS CORNING KRAFT FACED R-I'� INSULATION USING NYLON FADS OR BITUMINOUS COATING. I 2. SHIM AND BRACE ALUMINUM SYSTEM BEFORE ANCHORING TO STRUCTURE. C. EXPENSE. 14. CONTRACTOR'5 STAMPS, INITIALED OR SIGN, CERTIFYING THE REVIEW OF SUBMITTAL, VERIFICATION OF PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF C. AT CEILINGS 1. INSTALL OWENS CORNING KRAFT FACED R-113 OR R-30 INSULATION AS SPECIFIED IN DRAWINGS 3. PROVIDE BILL FLASHING AT EXTERIOR STOREFRONT SYSTEMS. EXTEND EXTRUDED FLASHING CONTINUOUS 3D5 REPAIR AND REPLACEMENT THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS. D. AT BOUND PARTITIONS WITH SLICE JOINTS, SET IN CONTINUOUS BEADS OF SEALANT. 4. VERIFY STOREFRONT SYSTEMS ALLOW WATER ENTERING SYSTEM TO BE COLLECTED IN GUTTERS AND A. REMOVE AND REPLACE ANY DAMAGE GLASS AND GLAZING. INSTALL, PROTECT, AND CLEAN REPLACEMENT GLASS AS SPECIFIED ABOVE. 1. INSTALL OWENS CORNING QUIET ZONE NOISE CONTROL BATTS WEEPED TO EXTERIOR, VERIFY WEEP HOLES ARE OPEN, AND METAL JOINTS AIRE 5EALED IN ACCORDANCE 105 RE5UBMISSION REQUIREMENTS A. MAKE ANY CORRECTIONS OR CHANGES IN THE SUBMITTALS REQUIRED BY THE ARCHITECT AND RESUBMIT PART 3 EXECUTION$ WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. PROVIDE OWNER WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING. 5. LOCATE EXPAN51ON MULLION WHERE INDICATED ON REVIEWED SHOP DRAWINGS. UNTIL ACCEPTED. B. SHOP DRAWIWS5 AND PRODUCT DATA: 3.01 INSULATION APPLICATION (o. SEAL METAL TO METAL STOREFRONT SYSTEM JOINTS USING SEALANT RECOMMENDED BY SYSTEM -_ DIVISION 8 DOORS AND WINDOWS 1. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL. 2. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN TH05E REQUESTED BY THE ARCHITECT. A. INSTALL THE FLAT AND TAPERED INSULATION LOOSELY OVER THE 51.155TRATE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPEC IF ICATION-5. MANUFACTURER END OF SECTION 06800 C. SAMPLES: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL 5. START THE BOARDS FROM THE ROOF DRAINS AND WORK TOWARD THE HIGH POINT. INSTALL TAPERED 305 FIELD QUALITY CONTROL BOARDS ACCORDING To LETTERS STENCILED ON THE BOARD. DIRECTION 16 AL60 STENCILED ON ALL A. MANUFACTURER'S FIELD SERVICES: UPON OWNER'S REQUEST, PROVIDE MANUFACTURER'S FIELD SERVICE SECTION 00110 FINISH HARDWARE 110 DISTR15UTION BOARDS. STAGGER JOINTS OF UNDERLAYMENT BOARDS FROM TAPER BOARDS. CONSISTING OF PRODUCT USE RECOMMENDATIONS AND PERIODIC 51TE VISIT FOR INSPECTION OF PRODUC T A. DISTRIBUTE REPRODUCTION OF SHOP DRAWINGS AND COPIES OF PRODUCT DATA WHICH CARRY THE SECTION 08211 FLUSW WOOD DOORS INSTALLATION IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. 15. FIELD TEST: CONDUCT FIELD TEST TO DETERMINE WATERTIGHTNESS OF STOREFRONT SYSTEM. CONDUCT TEST PARrIGENERAL ARCHITEC76 STAMP OF CONFORMANCE TO: END OF SECTION 07210 IN ACCORDANCE WITH NAAMM FC-1-16 AT LOCATIONS SELECTED BY ARCHITECT. 1. JOB SITE FILE. 2. RECORD DOCUMENTS FILE. PART I GENERAL 1. PERFORM MINIMUM OF ONE TEST. PERFOI;al TEST IN ARCHITECT'S PRESENCE. 1.01 GENERAL A. 05TAIN EACH TYPE OF AS SPECIFIED IN THE DOORNARDWARE SCHEDULE HARDWARE FROM A SINGLE 3. SUBCONTRACTORS. 1.01 GENERAL 3D(b ADJUSTING AND CLEANING - MANUFACTURER, ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPLYING WITH THE 4. SUPPLIER OR FABRICATOR. 5. OWNER (TO BE DISTRIBUTED BY THE ARCHITECT). A. DO NOT DELIVER DOORS OR INSTALL UNTIL CONDITIONS FOR TEMPERATURE AND RELATIVE HUMIDITY HAVE BEEN 5TA51LIZED AND WILL BE MAINTAINED IN STORAGE AND INSTALLATION AREAS DURING REMAINDER OF A ADJUSTING: ADJUST OPERATING ITEMS AS RECOMMENDED BY MANLIFACTURER. 5. CLEANING: THE GENERAL CONTRACTOR SHALL CLEAN INSTALLED PRODUCTS IN ACCORDANCE WITH REQUIREMENTS. B. FUFN16H ALL HARDWARE, IN THEIR ORIGINAL PACKAGING, COMPLETE WITH ACCESORIES OF PROPER SIZE AND 1.11 ARCHITECTS DUTIES CONSTRUCTION PERIOD. MANUFACTURERS INSTRUCTIONS PRIOR TO OUNER'S ACCEPTANCE, AND REMOVE CONSTRUCTION DEBRIS DEBIGN REQUIRED FOR THE PURP05E FOR WHICH THEY ARE TO BE USED AND WITH ALL 5r_REwS, SHIELD$, AND OTHER ANCHORAGE DEVICES NECESSARY FOR A COMPLETE INSTALLATION. HAII SCHEDULE SHOWN A. REVIEW SUBMITTALS WITH RE45ONABLE PROMPTNESS AND IN ACCORD WITH 50HEDULE, ALLOW A MINIMUM OF TEN (10) WORKING DAYS FOR REVIEW, UNLE56 SPECIAL HANDLING 15 ARRANGED IN ADVANCE, ID2 INTERIOR FLUSH WOOD SOLID CORE DOORS FROM PROJECT SITE. LEGALLY DISPOSE OF DEIBRIS. C. PROTECTION: THE GENERAL CONTRACTOR SHALL PROTECT INSTALLED PRODUCT'S FINISH SURFACES FROM ON THE DRAWINGS. C. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH THE NATIONAL BUILDERS HARDWARE ASSOCIATION A14D B. AFFIX 5TAMPAND INITIALS OR SIGNATURE, AND INDICATE REQUIREMENTS FOR RE5U5MITTAL OR A. PROVIDE DOORS 13/4", 5 OR 1 PLY, PARTICLE BOARD CORE, CONFORMING TO Awl SECTION 1300 FACE VENEER SHALL BE PREMIUM GRADE, STAIN GRADE BIRCH. EDGE STRIPS SHALL BE HARDWOOD. DAMAGE DURING CONSTRUCTIM THE MANUFACTURER'$ INSTRUCTIONS AND RECOMMENDATIONS. WHEREVER CUTTING AND FITTING 15 REQUIRED TO CONFORMANCE OF SUBMITTAL. ACCEPTANCE 15 FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS OF MATERIALS STILE EDGE SHALL NOT BE LESS THAN 2 3/811 THICK EDGE BEFORE TRIMMING AND SHALL BE SPECIES END OF: SECTION 08411 INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FIN16HED IN ANOTHER WAY, COORDINATED REMOVAL, STORAGE, AND REINSTALLATION OR APPLICATION OF SURFACE PROTECTIONS WILL NOT BE REvIEWED.ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS COMPAT15LE WITH FACE VENEER TOP AND BOTTOM AND 50TTOM EDGE SHALL NOT BE LESS THAN I 1/811 WITH FINISHING WORK, OF THE CONTRACT DOCUMENT$. BEFORE TRIMMING. SECTION ODOM GLASS 4 GLAZIW3 D. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT C. RETURN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RE5UBMIS6ION. ID3 INTERIOR FIRE RATED WOOD DOORS SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COUNTERSINK UNITS NOT A, 20 MINUTE - PROVIDE DOORS 13/411,5 OR I PLY, PARTICLE BOARD CORE, CONFORMING To Awl PART I GENERAL FACTORY PREPARED FOR ANCHORAGE FASTENERS. -SPACE FASTENERS AND ANCHORS IN ACCORDANCE WITH END OF SECTION 01340 SECTION 1300, FACE VENEER SHALL BE PREMIUM GRADE, BIRCH. EDGE STRIPS SHALL BE INDUSTRY STANDARDS. SET THRESHOLDS FOR EXTERIOR DOORS IN FULL BED OF 5UTYL-RU55ER OF HARDWOOD, STILE EDGE SHALL NOT BE LESS THAN 2 a/all THICK EDGE BEFORE TRIMMING AND SHALL BE SPECIES COMPATIBLE WITH FACE VENEER TOP AND BOTTOM AND BOTTOM EDGE SHALL NOT BE LESS 1.01 SUMMARY A. PROVIDE AND INSTALL GLAZING AND ACCESSORIES WHERE SHOWN ON THE DRAWINGS AND AS SPECIFIED POLY105MTYLENE MASTIC SEALANT. E. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION. THAN I 1/5" BEFORE TRIMMING. APPROPRIATE FIRE DOOR LABEL TO BE ATTACHED. HEREIN. GLAZING TYPES AND SIZES SHALL BE AS PER THE DRAWINGS AND WINDOW SCHEDULE. REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE Divislom 2 SITE WOW B. 45 THRU SO MINUTE - PROVIDE DOORS 1 3/4", 5 OR 1 PLY, NONCOMBUSTIBLE, NON -ASBESTOS MINERAL APPLICATION MADE. INSTRUCT OWNERS IN PROPER ADJUSTMENT AND MAINTENANCE OF HARDWARE DURING FINAL ADJUSTMENT. , . CORE, ENGINEERED TO MEET LABELING REQUIREMENT$, CONFORMING TO NFRA 80 AND Awl SECTION 13LV 1.02 QUALITY STANDARDS FACE VENEER SHALL BE PREMIUM GRADE, STAIN GRADE RED OAK EDGE STRIPS SHALL BE 1 1/211 WITH 5/511 MATCHING HARDWOOD EDGE AND 1/6" COMPOSITE BACKING. APPROPRIATE FIRE DOOR LABEL To BE ATTACHED. A GLAZING STANDARDS: COMPLY WITH RECOMMENDATIONS OF FLAT GLA56 MAII A550CIATION (FGMA) "GLAZING MANUAL" AND "SEALANT MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. 1.02 KEYING A. KEYING SHALL BE PER THE OWNERS REQUIREMENTS. TAG KEYS AND PROVIDE TO OWNER AT SUBSTANTIAL SEE CIVIL 0RAWIW_-A REFER TO TH05E PUBLICATIONS FOR DEFINITIONS OF GLASS AND GLAZING TERMS NOT OTHERW15E DEFINED 104 HARDWARE A. PREPARE DOOR TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND IN THIS SECTION OR OHTER REFERENCED STANDARDS. 13. SAFTEY GLAZING PRODUCT: WHERE SAFTEY GLA55 15 INDICATED OR REQUIRED BY AUTHORITIES HAVING COMPLETION. DIVISION .3 CONCRETE TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER, 5. PREPARATION OF FIRE DOOf;r5 TO BE DONE AT THE FACTORY OR AN APPROVED 111.11-11 OR JURISDICTION, PROVIDE TYPE OF PRODUCTS INDICATED WHICH COMPLY WITH ANSI ZS1.1 AND TESTING REQUIREMENTS OF CPSC 16 CIFIR PART 1201 FOR CATEGORY 11 MATERIALS. ID3 GUARANTEE RE. PERIOD OF GUARANTEE SHALL BEGIN FROM DATE OF A. PROVIDE ONE-YEAR GUARANTEE FOR ALL HARDWA "WARNOCK HERSEY" SHOP. C. FIRE -RESISTANCE -RATED WIRE GLA55: PROVIDE WIRE GLASS PRODUCTS THAT ARE IDENTICAL TO TH06E TESTED PER ASTM E 163 (UL 15) AND AREE LABELED AND LISTED BY UL OR OTHER TESTING AND INSPECTIWJ OWNER'S ACCEPTANCE. SEE STRUCTUP-AL SFIECS . END OF SECTION 05211 __ AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICATION. - D S - - H:\Prqjects\Projects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\N-SPECS.dwg, 6/13/2012 2:04:OS PM, Adobe PDF.pc3 - � . . I y REVISIONS B d I I - I I mW1 , � .n 11, 00 - u �,D M _�� "T C\J .- M (-C .= _J �.D I u � L�_ ' < ,-77 - I , -E - E Q., ,,� r- ou -5 = C\J ,,, - �� E ".- _,-, C\1 cn -, M t- C� .E CL. �1_ -1 "\, ,z) - . u (D �� lr� '�� C) u C\1 .�- ,< .C" . u� 7, .< v r- �, E . �� I < c� - 0 cc �: v I .�__ >:1 . :_� L :� r-- �, C, = - . " (A , ,L) :::) - - -0 r__ � E ,, - Q� r- n_ � 7- C\1 m I I , I I �� I I I - . I u I - ro ,,, '111", �� 1� 114 1 111�11 - 11 I I � I 0 - 4& 9!�7 ,tv NY ,��_ . ,,�. _z � , . - I 00 - C\J �_ ,� C�) a) -�) '1' � � 'D .... -2 (:5 " 0:1 - �� . 0 u Q) 1) .2 �C' of� a.) 'L� -3 a V� 0 � r- C-) 0 Li- (1) z r_ - Ld a -JF- 0. (-) Z a) x L_ 0 Ld LLJ 0 :3 _0 - -0 _J u C- L. c < V) 0 ,< d Lu .- L- C - M (1) . _y m 0 0 L_ = = LLJ < a :E 0 L) m L_ > M 0 >1 C v-- -C 4) �- 04 0- 0� < z 0(t) 00 r,4 CY) 2 LLJ , C .- W 0 :2 C) Q� .- =3 _J D M LL_ Date: 06. 12. 12 � Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet N1 I DIVISION Tl FINISHES SECTION 0911,E METAL SYSTEMS METAL STUDS A. AT INTERIOR METAL STUD PARTITIONS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, PROVIDE STANDARD PUNCH STEEL STUDS OF THE SIZES SHOWN ON THE DRAWINGS, EITHER HOT -DIP GALVANIZED OR FACTORY PRE -PAINT: 25 GA. UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 20 GA. AT ALL DOOR OPENINGS. B. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECE55ARILY LIMITED TO, TRACKS, CLIPS, ANCHORS, FASTENING DEVICES, SOUND ATTENUATION PENCIL RODS AND RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER OF THE STEEL STUDS USED, C. MEET OR EXCEED MINIMUM REQUIREMENTS OF FEDERAL SPEC. QQ-54098 AND FEDERAL SPEC. QQ-5-115p, CLASS p. METAL TRIM A. FORM FROM GALVANIZE[) STEEL NOT LIGHTER THAN 26 GAUGE, COMPLYING WITH FEDERAL SPEC QQ-5-115, CLASS D. B. CASING BEADS: U.S.G. *200-5. END OF SECTION 0g110 SECTION OW50 GYPSUM WALLBOARD PART 1 GENERAL 1.01 GENERAL A. GYPSUM WALLBOARD WORK SHALL CONFORM TO THE GYPSUM ASSOCIATION "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD." B. EXAMINE SUBSTRATES TO WHICH DRY WALL CONSTRUCTION ATTACHES OR ABUTT5, PRESET HOLLOW METAL FRAMES, CAST-IN-ANCORS, AND STRUCTURAL FRAMING FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCE AND OTHER CONDITIONS AFFECTING PERFORMANCE OF DRY WALL CONSTRUCTION. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. C. DO NOT TAPE AND FINISH GYPSUM BOARD WHEN THE TEMPERATURE IS BELOW 60 DEGREES FAHRENHEIT. THE TEMPERATURE OF THE ROOMS SHALL BE HELD AT 60 DEGREES FAHRENHEIT FOR 48 HOURS BEFORE TAPING AND FINISHING IS TO BEGIN. MAINTAIN 60 DEGREES FAHRENHEIT DURING AND AFTER INSTALLATION. VENTILATES AS REQUIRED TO REMOVE EXCESS HUMIDITY. 1.02 GYPSUM WALLBOARD A. GYPSUM WALLBOARD SHALL BE MANUFACTURED BY U.S. GYPSUM. WALLBOARD IS TO MEET. ASTM C36-84A AND 55-L-30d 1/2 INCHES THICK, 48 INCHES WIDE WITH TAPERED EDGES. B. AT FIRE RATED PARTITIONS INSTALL WALLBOARD TO MEET SEPARATE REQUIREMENTS, USE TYPE 111, GRADE X CLASS I, 5/6 INCHES THICK FIRE RETARDANT WALLBOARD. C. INSTALL GYPSUM BOARD WITH TRUE, EVEN SURFACES AND STRAIGHT, SHARP CORNERS. USE FULL LENGTH BOARDS WHERE POSSIBLE. END JOINTS ON THE SAME SIDE OF A WALL SHALL BE STAGGERED AND JOINTS ON OPPOSITE SIDE SHALL NOT OCCUR OVER THE SAME SUPPORT. DO NOT LOCATE NORMAL END JOINTS AT EDGE OF OPENINGS. FORM JOINTS NEATLY. BUTT BOARDS TOGETHER BUT DO NOT FORCE INTO PLACE. DO NOT BUTT EDGES AGAINST TAPERED EDGES. NO JOINT SHALL HAVE A GAP GREATER THAN 1/4 INCH. D. IN GENERAL, INSTALL GYPSUM BOARD ON CEILING BEFORE WALLS. CONSTRUCT CEILINGS WITH LONG DIMENSION OF GYPSUM BOARD APPLIED AT RIGHT ANGLES TO SUPPORT. E. SCREW GYPSUM BOARD TO FRAMING WITH SCREWS NOT OVER 8 INCHES ON CENTER FASTEN GYPSUM BOARD BEGINNING AT THE CENTER AND WORK TOWARDS OUTER EDGES. HOLD BOARD FIRMLY AGAINST WOOD FRAMING WHILE FASTENING. FASTENERS AT EDGES OF BOARDS SHALL BE 1/2 INCH FROM THE EDGE. F. OPENINGS FOR ELECTRICAL DEVICES, PIPING, GRILLS, AND REGISTERS SHALL BE ACCURATELY LOCATED AND NEATLY MADE TO CLOSELY FIT THE DEVICES AND BE COMPLETELY COVERED BY PLATES AND ESCUTCHEONS. 1.03 TRIM PIECES A PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE WALLBOARD APPLICATION AS MANUFACTURED BY U.S. GYPSUM. PROVIDE DUR-A-BEAD CORNER BEAD AT EXTERNAL CORNERS AND NO. 200-A METAL CASING BEAD WHERE WALLBOARD ABUTTS OTHER MATERIALS. 1.04 FASTENERS A. PROVIDE SCREWS, NAILS, CLIPS, TIES, AND OTHER FASTENERS AS RECOMMENDED BY THE GYPSUM MANUFACTURER 1.05 JOINT TREATMENT SYSTEMS A. SYSTEM SHALL BE PERFORATED TAPE AND CEMENT RECOMMENDED THE GYPSUM MANUFACTURER B. APPLY MATERIALS IN STRICT ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS. FILL JOINTS WITH JOINT COMPOUND, EMBED PERFORATED TAPE AND APPLY A SKIM COAT OF JOINT COMPOUND OVER TAPE. APPLY TWO ADDITIONAL COATS OF JOINT COMPOUND ALLOWING AT LEAST 24 HOURS BETWEEN EACH COAT. SAND EACH COAT. FINISH SURFACES SHALL BE UNIFORMLY SMOOTH, TRUE AND IN SATISFACTORY CONDITION TO RECEIVE PAINT. END OF SECTION 09250 SECTION OWOO CERAMIC TILE PART 1 GENERAL 101 GENERAL A. CERAMIC AND TYPES ARE INDICATED ON THE DRAWINGS AND ARE FROM A SINGLE MANUFACTURER OTHER MANUFACTURERS WILL NOT BE CONSIDERED. B. DELIVER MATERIALS IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND LABELS INTACT UNTIL TIME OF USES. ENGAGE AN EXPERIENCED INSTALLER WHO HAS SUCCESSFULLY COMPLETED TILE INSTALLATIONS SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THE PROJECT. C. COMPLY WITH PARTS OF ANSI 108 SERIES OF FINE INSTALLATION STANDARDS INCLUDED UNDER "AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR THE INSTALLER OF CERAMIC TILE" THAT APPLY TO TYPE OF SETTING AND GROUT MATERIALS AND METHODS INDICATED. TILE MAY BE THIN -SET. ID2 MORTAR AND GROUT A. MORTAR SHALL BE PORTLAND CEMENT ASTM C150, TYPE 1. GROUT SHALL BE ACID RESISTANT UPCO HYDROMENT, TYPE AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC TYPE OF TILE AND METHOD OF INSTALLATION. COLR FOR FLOOR TILE IS SPECIFIED ON THE DRAWINGS. B. DO NOT GROUT TILE UNTIL TILE IS FIRMLY SET. SOAK OR DAMPEN JOINTS OF THE TILE TO BE GROUTED WITH PORTLAND CEMENT GROUT. SOAK OR DAMPEN OTHER JOINTS AS RECOMMENDED BY THE GROUT MANUFACTURER FORCE GROUT INTO JOINT LINES COMPLETELY IDLING JOINTS WITH COMPACTED GROUT AND COVERING MORTAR FINISH JOINTS OF SQUARE EDGED TILE FLUSH WITH SURFACE. STRIKE OFF TOOL JOINTS OF CUSHION EDGED TILE TO DEPTH OF CUSHION. FILL GAPS AND SKIPS, AND RETOOL. 1.03 CLEANING A UPON COMPLETION OF THE PLACEMENT AND GROUTING, CLEAN TILE SURFACE 50 THAT THEY ARE FREE OF FOREIGN MATTER. REMOVE LATEX-PORTLAND CEMENT GROUT RESIDUE FROM TILE AS SOON AS P05515LE UNGLAZED TILE MAY BE CLEANED WITH ACID SOLUTIONS ONLY WHEN PERMITTED BY TILE AND GROUT MANUFACTURER'S PRINTED INSTRUCTIONS, BUT SOONER THAN 14 DAYS AFTER INSTALLATION. FLUSH SURFACE WITH CLEAN WATER BEFORE AND AFTER CLEANING. END OF SECTION Oe300 DIVISION S FINISHES (CONT.) SECTION 09511 ACOUSTIC PANEL CEILINGS PART 1 GENERAL. 1.01 GENERAL A. COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL CEILING UNITS AND SUSPENSION SYSTEH COMPPONENTS WITH OTHER CONSTRUCTION THAT PENETRATES CEILINGS OR 15 SUPPORTED BY THEM, INCLUDING LIGHT FIXTURES AND HVAG EQUIPMENT. 1.02 MINERAL -FIBER ACOUSTICAL PANELS A. PROVIDE ACOUSTICAL PANELS AS MANUFACTURED BY ARMSTRONG CIRRUS ANGLED TEGULAR 24 INCHES BY 24 INCHES 3/4 INCHES THICK WHITE, REFER TO DRAWINGS FOR LIMITS OF TILE INSTALLATION, B, INSTALL IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. ARRANGE ACOUSTICAL UNITS AND ORIENT DIRECTIONAL PATTERN OF TILES FOR A UNIFORM APPEARANCE. REST PANELS ON FLANGES OR INVERTED TEES WITH TILE UNITS FITTING NEATLY AGAINST BUTTING SURFACE AND SUPPORT BY WALL ANGLES. 123 METAL SUSPENSION SYSTEM A. PROVIDE SYSTEM AS MANUFACTURED BY ARMSTRONG SUSPENSION SYSTEM SHALL BE EXPOSED TEE -GRID, DOUBLE -WEB, INTERMEDIATE DUTY (ASTM C635), ELECTROGALVANIZED, COLD -ROLLED STEEL, 15/16 INCHES WIDE, CAPPED BOTTOM FLANGE. WHITE IN COLOR SYSTEM TO INCLUDE ALL CROSS TEES, BRIDGING TREES, INTERSECTION CLIPS, SPLICES, COMPLETE EXPOSED GRID SYSTEM. B. LAY OUT PATTERN IN ACCORDANCE WITH THE DRAWINGS, LEVEL, TRUE TO PLANE, AND AT THE REQUIRED ELEVATION. FRAME AROUND ALL OPENINGS IN CEILING LIGHTS AND GRILLES WITH MAIN RUNNERS. HANGERS ARE TO BE SPACED AT 4'-0" ON CENTER MAXIMUM. PROVIDE ADDITIONAL HANGERS AS REQUIRED TO SUPPORT LIGHT FIXTURES AND HVAC REGISTERS AND GRILLES AND INTERFERENCES OF DUCT WORK. C, SECURES WIRES BY LOOPING AND WIRE -TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE SCREWS, OR OTHER DEVICES APPROPRIATE FOR SUBSTRATE. SCREW ATTACH EDGE MOLDINGS TO SUBSTRATE AT INTERVALS NOT OVER I6 INCHES ON CENTER AND NOT MORE THAN 3 INCHES FROM ENDS. LEVEL GRID TO A TOLERANCE OF 1/8" IN 12 FEET. END OF SECTION 09511 SECTION 09650 VINYL COMPOSITION TILE PART 1 GENERAL 1.01 SUMMARY A. PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FINISH MATERIAL SCHEDULE. B. ADHESIVES. 1. PROVIDE WHITE LATEX CARPET ADHESIVE SUCH A$ W.W. HENRY COMPANY NO 356, ROBERTS COMPANY NO. 41-0504, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE BY THE MANUFACTURER OF THE SELECTED CARPET. 2. PROVIDE SEAM ADHESIVE SUCH AS W.W. HENRY COMPANY NO.246, ROBERTS COMPANY NO. 41-0502, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE BY THE MANUFACTURER OF THE SELECTED CARPET. C. AT INTERSECTION OF CARPET AND FLOOR TILE, PROVIDE ROPPE COMPANY, INC. VINYL TILE CARPET JOINER 188 OR EQUIVALENT. D. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF THE ARCHITECT. 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. SECTION 096W CARPETING PART 1 GENERAL 1.01 CARPETING A, PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FINISH MATERIAL SCHEDULE. B. ADHESIVES, I. PROVIDE WHITE LATEX CARPET ADHESIVE SUCH AS W.W. HENRY COMPANY NO 356, R05ERTS COMPANY NO.41-0504, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE BY THE MANUFACTURER OF THE SELECTED CARPET. 2. PROVIDE SEAM ADHESIVE SUCH AS W.W. HENRY COMPANY NO.246, R05ERTS COMPANY NO. 41-0502, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE BY THE MANUFACTURER OF THE SELECTED CARPET. C. AT INTERSECTION OF CARPET AND FLOOR TILE, PROVIDE ROPPE COMPANY, INC. VINYL TILE CARPET JOINER 168 OR EQUIVALENT. D. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF THE ARCHITECT. 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 50 SELECTED. END OF SECTION 09560 SECTION 09900 PAINTING PART I GENERAL 1.01 GENERAL A. IT 15 THE INTENT OF THIS SPECIFICATION TO PRODUCE A PREMIUM JOB, WHICH WILL PROVIDE THE MAXIMUM DURABILITY, WHICH CAN REASONABLY BE EXPECTED FROM A PAINTED SURFACE. B. "PAINT" INCLUDES COATING SYSTEMS MATERIALS, PRIMERS, EMULSIONS, ENAMELS, STAINS, SEALERS, AND FILLERS, AND OTHER APPLIED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FINISH COAT. C. SPECIFIED PRODUCTS BELOW ARE MANUFACTURED BY SHERWIN WILLIAMS, EXCEPT WHERE OTHER MANUFACTURERS ARE INDICATED, AND ESTABLISH A STANDARD OF QUALITY. EQUIVALENT PRODUCTS OF OTHER ACCEPTABLE MANUFACTURERS MAY NOT BE USED UNLESS APPROVED BY ARCHITECT, 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 AS PERMITTED ANY MANUFACTURER'S LABEL INSTRUCTIONS, AND AVOID UNNECESSARY THINNING. E. PROTECT FINISHED SURFACES, WORK OF OTHER TRADES, AND PROPERTY OF THE OWNER FROM DAMAGE AND DEFACEMENT. COVER FLOORS AND FIXED EQUIPMENT WITH DROP CLOTHS. F. PREPARE SURFACES ACCORDING TO PAINT MANUFACTURER'S INSTRUCTIONS. EXAMINE FACTORY FINISHED AND PRIMED SURFACES TO BE PAINTED, AND VERIFY COMPATIBILITY OF EXISTING MATERIAL WITH PAINT TO BE APPLIED. APPLY PAINT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS ONLY TO SURFACES WHICH ARE THOROUGHLY DRY, SMOOTH, EVEN, CLEAN, FREE OF DUST AND PROPERLY PREPARED TO RECEIVE THE INTENDED FINISH. 1.02 PAINTING A. ACCEPTABLE MATERIALS 1. ALL PAINTING TO BE SCHEDULED IN THE FINISH SCHEDULE. 2. EQUIVALENT PRODUCTS OF THE FOLLOWING ARE ALSO ACCEPTABLE: PRATT 4 LANBERTT GLIDDEN PORTER BENJAMINE MOORE B. UNDERCOATS AND THINNERS I. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER OF FIN15H COAT, 2. USE ONLY THINNERS RECOMMENDED BY THE PAINT MANUFACTURER AND USE ONLY THE RECOMMENDED LIMITS. C. COLOR SCHEDULES I. PROVIDE PAINTING AS SCHEDULED IN THE FINISH MATERIALS SCHEDULE. a. ON GYPSUM DRYWALL, USE: 1. FIRST COAT - PIGMENTED PRIMER/SEALER 2. SECOND COAT - ACRYLIC LATEX ENAMEL 3. THIRD COAT - ACRYLIC LATEX ENAMEL b. ON FERROUS METAL, USE: 1. FIRST COAT - RUST INHIBITIVE ALKYD METAL PRIMER 2. SECOND COAT - SEMI -GLOSS ALKYD ENAMEL 3. THIRD COAT - SEMI -GLOSS ALKYD ENAMEL c. ON WOOD DOORS, USE: I. FIRST COAT - STAIN (SEE FINISH SCHEDULE) 2. SECOND COAT - STAIN (SEE FINISH SCHEDULE) 3. THIRD COAT - VARNISH LOW SHEEN "RUBBED EFFECT" END OF SECTION OS900 DIVISION S FINISHES (CONT.) SECTION 09960 STUCCO FINISH PART I GENERAL IDI SUMMARY A. MATERIALS AND INSTALLATION OF CEMENT STUCCO ON HOLLOW MASONRY, EXTERIOR GRADE PLYWOOD AND METAL LATH ALSO FURNISH AND INSTALL METAL, LATH, STUCCO WRAP AND ACCESSORIES. 1.02 DELIVERY, STORAGE AND HANDLING A. DELIVER ALL CEMENT MATERIALS IN ORIGINAL CONTAINERS BEARING MANUFACTURERS NAME AND IDENTIFICATION. B. DELIVER NEW, FLAT STRUCTURAL METAL LATH IN ORDINAL PACKAGING. C. PROTECT PRODUCTS FROM MOISTURE AND HUMIDITY. STORE UNDER COVER OFF GROUND IN A DRY LOCATION, 1.03 SUBMITTALS A. MANUFACTURERS SPECIFICATION AND PRODUCT DATA FOR STUCCO APPLICATIONS. B. STUCCO WRAP STRUCTURAL METAL LATH AND ACCESSORIES, SUCH AS COMER BEAD, CONTROL JOINTS, ETC. PART 2 PRODUCTS 2.01 JOB MIXED INGREDIENTS A. PORTLAND CEMENT, ASTMC 150 TYPE I, MIXED IN ACCORD WITH MANUFACTURERS INSTRUCTIONS. B. WATER: CLEAN AND POTABLE. C. METAL LATH 1. STRUCTURAL METAL LATH SHALL BE 3A POUND EXPANDED METAL SHEET WITH SOLID PARALLEL RIBS. 2. METAL LATH SHALL BE 3A POUND DIAMOND MESH METAL LATH. 3. ACCESSORIES FURNISHED BY SAME MANUFACTURER FOR STUCCO APPLICATION. D. MECHANICAL FASTENERS I. NAILS, 8d RING SHANK HOT DIP GALVANIZED OF SUFFICIENT LENGHTH TO PENETRATE PLYWOOD BACKING I INCH. 2. WHERE LIGHT METAL FRAMING OCCURS: MINIMUM NOB SELF DRILLING CORROSION RESISTANT SCREWS OF SUFFICIENT LENGTH TO PENTRATE METAL 3/8 INCH. E. STUCCO WRAP I. BY "TYVEK" FOR USE OVER PLYWOOD AND/OR DENSGLASS FACINGS/SHEATHINGS. F. STUCCO ACCESSORY TRIM, BEADS, AND CONTROL JOINTS SHALL BE VINYL. PART 3 EXECUTION 3.01 INSTALLATION A INSTALL MECHANICAL FASTENERS ON 6 INCH CENTERS ALONG SEAMS AND 12 INCH CENTERS ALONG INTERIORS. B. STUCCO INSTALLATION SHALL BE TWO COAT APPLICATION. APPLY BASE COAT WITH FIRM PRESSURE TO FORM GOOD BOND THEN DOUBLE BACK TO PROVIDE THICKNESS. LEAVE ROUGH ENOUGH TO PROVIDE BOND FOR FINISH COAT. FINISH COAT SHALL BE OF TEXTURE AS CALLED FOR ON THE BUILDING ELEVATION DRAWINGS. C. CURING: CURE STUCCO BY USE OF POLYETHYLENE FILM, OR BY USE OF FINE SPRAY. 3.02 PROTECTION A. PROTECT STUCCO DURING AND UPON COMPLETION FROM WATER INFILTRATION, DUST, DIRT, PRECIPITATION, EXCESSIVE DRYING UNTIL STUCCO HAS SET. END OF SECTION 099roO DIVISION 10 SPECIALTIES SECTION k522 FIRE EXTINGUISHERS PART I GENERAL 101 SUBMITTALS A PRODUCT DATA: 1'61.1IRED B. SHOP DRAWINGS: ,IOT REQUIRED C. SAMPLES: NOT F4&IRED PART 2 PRODUC46 2.01 MANLFACTURER5/PR.ODUCTS A COORDINATE WITWOCAL MUNICIPALITIES AND PROVIDE FIRE EXTINGUISHERS. B. FIRE EXTINGUISHE S: SEE DRAWINGS FOR SPECIFICATIONS. PART 3 EXECUTION 3.01 SCHEDULES A INSTALL AS REQUIRED. END OF SECTION 10522 SECTION 10800 TOILET ACCESSORIES PART I GENERAL 1.01 SUBMITTALS A. PRODUCT DATA: NON -REQUIRED B. SHOP DRAWINGS: NON -REQUIRED C. SAMPLES: NON -REQUIRED PART 2 PRODUCTS 2.DI MANUFACTURERS/PRODUCTS A ACCESSORIES SHALL BE AS MANUFACTURED BY "BRADLEY" OR EQUAL BY "BOBRICK" SEE DRAWINGS FOR SPECIFICATIONS. PART 3 EXECUTION 3.01 SCHEDULES A COORDINATE WITH DRAWINGS. END OF SECTION 10600 SECTION 10WO MISCELLANEOUS SPECIALTIES PART I GENERAL 101 RELATED DOCUMENTS A REQUIREMENTS OF DIVISION I APPLY TO ALL WORK HEREUNDER 1.02 SCOPE A PROVIDE MISCELLANEOUS SPECIALTIES AND RELATED ITEMS AS REQUIRED TO COMPLETE WORK INDICATED ON DRAWINGS AND SPECIFIED HEREIN. 1.03 QUALITY ASSURANCE A FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF SHOP DRAWINGS AND FABRICATION WHERE NECESSARY TO ENSURE PROPER FITTING OF WORK B. B, INSERTS AND ANCHORAGE'S: FURNISH INSERTS AND ANCHORING DEVICES WHICH MUST BE SET IN CONCRETE OR MASONRY FOR INSTALLATION OF UNIT. PROVIDE SETTING DRAWINGS, TEMPLATES, INSTRUCTIONS AND DIRECTIONS FOR INSTALLATION OF ANCHORAGE DEVICES. COORDINATE DELIVERY WITH OTHER WORK TO AVOID DELAY. PART 2 PRODUCTS 2.01 MANUFACTURERS/PRODUCTS A. MFRS' NAMES AND PRODUCT NUMBERS LISTED IN SPECIALTIES SCHEDULE ARE FOR DESCRIPTIVE PURPOSE AND ALL, UNLESS SPECIFICALLY PROHIBITED THEREIN, SHALL BE SUBJECT TO REQUESTS FOR APPROVAL FOR EQUAL PRODUCTS IN CONFORMANCE WITH SECTION 01600. PART 3 EXECUTION 3.01 INSTALLATION A INSTALLATION OF MISCELLANEOUS ITEMS SHALL BE IN COMPLIANCE WITH MFR'S CURRENT PRINTED RECOMMENDATIONS AND AS MAY BE SHOWN ON DRAWINGS AND SPECIFIED HEREINAFTER PART 4 SPECIALTIES 421 MISCELLANEOUS SPECIALTIES SCHEDULE A PROVIDE FOLLOWING ITEMS: 1. RESIDENTIAL KITCHEN EQUIPMENT a. REFRIGERATOR IUKENMORE MODEL NO.46-1W42, 18 CU.. FT. REFRIGERATOR/FREEZER WITH AUTOMATIC ICE MAKER - COLOR - WHITE ON WHITE. B. MICROWAVE I. KENMORE MODEL NO.20-69301. C. COUNTERTOP ICEMAKER I. DCM - 210 BAH, I6 S/16" x 24 3/16" x 31 1/8" BY HOSHIZAKI AMERICA INC. (800) 345-1325 END OF SECTION 10S50 DIVISION 11 EQUIP'MENT NONE SPECIFIED DIVISION 12 FURNISHI� NONE SPECIFIED DIVISION 13 SPECIAL CONSTRUCTION a 11 1A e DIVISION 14 CONVEYING-$ SYSTEMS NONE SPECIFIED DIVISION 15 MECHANICAL SEE MECHANICAL DIVISION 16 ELECTRICAL REVISIONS BY v. � N 00 N C", o u o E ti o c� �1 w 00 N � o o � Q o # G a u 0ZW O J F- CL U Z a) L+J Ld p .D C Q N O a UW �`` O 0�N v.tn o �U C F- -C a �QWp001V 2 OM �:3 J m LJ_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: AZP Job: 10-61 Sheet N2 H,\Projects\Projects 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\N-SPECS.dwg, 6/13/2012 2:04:14 PM, Adobe PDF.pc3 r SEE ELECTRICAL REVISIONS BY GENERAL NOTES DESIGN CRITERIA 1. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE LOADING CRITERIA OF ASCE 1-10, THE FLORIDA BUILDING CODE, 2010 EDITION (BUILDING AND EXISTING BUILDING VOLUMES). 2. DESIGN LOADS FOR THE STRUCTURE AND ITS COMPONENTS SHALL BE AS FOLLOWS: FLAT ROOF DEAD LOAD = 20 PSF LIVE LOAD = 20 PSF 3. WIND CRITERIA FOR THE STRUCTURE SHALL BE AS FOLLOWS- WIND DESIGN METHOD = ALTERNATE ALL -HEIGHT METHOD. ULTIMATE WIND DESIGN SPEED = 135 MPH (3 SECOND WIND GUST) NOMINAL DESIGN WIND SPEED = 105 MPH. RISK CATEGORY OF STRUCTURE = II. WIND EXPOSURE CATEGORY = 5- WIND ENCLOSURE COEFFICIENT = t 0.18 (ENCLOSED). WIND PRESSURES FOR COMPONENT E CLADDING = REFER TO Slb. 4. DEFLECTION LIMITS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS BASED ON MATERIALS SPECIFIED BY THE ARCHITECT. MATERIALS THAT REQUIRE DEFLECTION CRITERIA EXCEEDING CODE LIMITS PER THE MANUFACTURER'S AND/OR ARCHITECT'S SPECIFICATIONS SHALL MEET THE CRITERIA SPECIFIED BY THE MANUFACTURER AND/OR THE ARCHITECT. 5. CONTRACTOR SHALL INFORM AND SUBMIT TO THE ENGINEER OF RECORD LOADING INFORMATION FOR ALL EQUIPMENT NOT SHOWN, OR DIFFERING FROM THOSE SHOWN, ON THE CONTRACT DRAWINGS. 6. DELEGATE ENGINEERS SHALL ACCOUNT FOR SELF WEIGHT OF STRUCTURE IN DESIGN AS REQUIRED. EXISTING STRUCTURE 1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE BEGINNING OF WORK 2. TEMPORARY SHORING OF EXISTING AND NEW CONSTRUCTION SHALL BE THE CONTRACTOR'S RESPONSIBILITY UNTIL THE STRUCTURE IS COMPLETE AND HAS ATTAINED THE SPECIFIED STRENGTH. SHOP DRAWINGS AND SU5MITTALS I. SHOP DRAWINGS AND SUBMITTALS FOR ALL STRUCTURAL FRAMING, ELEMENTS, COMPONENTS, AND SYSTEMS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 2. SHOP DRAWINGS AND SUBMITTALS SHALL BE REVIEWED BY THE ENGINEER OF RECORD FOR OVERALL COMPLIANCE WITH CONTRACT DOCUMENTS. COMMENTS AND/OR CORRECTIONS MARKED ON SHOP DRAWINGS AND SUBMITTALS SHALL NOT ALLEVIATE THE CONTRACTOR FROM CONFORMANCE WITH THE CONTRACT DOCUMENTS. 3. CONTRACT DOCUMENTS SHALL PRESIDE OVER SHOP DRAWINGS AND SUBMITTALS UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. 4. SPECIAL ENGINEERING COMPONENTS SUCH AS PRE-ENGINEERED WOOD TRUSSES AND GOLD -FORMED STEEL SYSTEMS SHALL BE PROVIDED BY A DELEGATE REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA WHO SHALL BE THE ENGINEER OF RECORD OF THESE SPECIAL ENGINEERING COMPONENTS PER THEFLORIDA L O RIDA ADMINISTRATIVE CODE SECTION 61G15-30.006. SIGNED AND SEALED DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW OF GENERAL CONFORMANCE WITH THE DESIGN CRITERIA SPECIFIED BY THE ENGINEER OF RECORD. 51TE WORK 1. NO GEOTECHNICAL REPORT WAS PROVIDED TO THE ENGINEER OF RECORD FOR BUILDING FOUNDATION RECOMMENDATIONS BASED ON ACTUAL SOIL CONDITIONS. THE ASSUMED SOIL BEARING PRESSURE = 2000 PSF. 2. A COMPLETE SOIL INVESTIGATION SHALL BE CONDUCTED AND COMPLETED BY A REGISTERED GEOTECHNICAL PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. THE RESULTS SHALL BE PRESENTED TO THE ENGINEER OF RECORD FOR REVIEW IN THE FORM OF A GEOTECHNICAL REPORT. 3. NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE ASSUMED SOIL BEARING PRESSURE AND THE ACTUAL SOIL CONDITIONS. CHANGES NECESSARY TO THE CONTRACT DOCUMENTS DUE TO SPECIFIC INFORMATION IN THE GEOTECHNICAL REPORT SHALL BE CONSIDERED ADDITIONAL SERVICES. 4. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT AND MAKE ALL SITE PREPARATION IN ACCORDANCE TO THIS DOCUMENT, 5. FILL MATERIAL SHALL BE CLEAN SOIL, FREE OF DEBRIS AND ORGANIC MATERIAL. FILL MATERIAL SHALL BE PLACED IN ONE FOOT LIFTS AND COMPACTED TO A CRITERIA NOT LESS THAN 9590 OF ITS MODIFIED PROCTOR DENSITY. 6. CONTRACTOR SHALL COORDINATE ALL BELOW GRADE PIPING ROUTING WITH THE FOUNDATIONS. NO PIPING THROUGH THE FOUNDATIONS SHALL BE ALLOWED. REFER TO CIVIL DRAWINGS FOR MINIMUM PIPING CLEARANCE BELOW THE FOUNDATIONS. 1. FOUNDATION WALLS RETAINING SOIL SHALL BE BRACED UNTIL FLOOR SLABS ARE IN PLACE AND HAVE REACHED THEIR SPECIFIED COMPRESSIVE STRENGTH. CAST IN PLACE CONCRETE 1. CAST IN PLACE CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a_ BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318). b. DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI 315). c. SPECIFICATION FOR HOT WEATHER CONCRETING (ACI 305). d. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). e. CONCRETE REINFORCING STEEL INSTITUTE (CRSI). 2. CONCRETE SHALL BE NORMAL WEIGHT UNLESS NOTED OTHERWISE AND SHALL COMPLY WITH ASTM C94 AND THE FOLLOWING: a. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. b. AGGREGATES (3/4" MAX.) SHALL CONFORM TO ASTM C33. c. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260. d. WATER REDUCING AGENT SHALL CONFORM t0 ASTM C494. e. FLYASH (2090 MAX.) CLASS F SHALL CONFORM TO ASTM C618-18. f. WATER SHALL BE POTABLE. g. REQUIRED SLUMP RANGE = 3" TO 5"_ 3. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS: SLAB -ON -GRADE = 3000 PSI W/C RATIO = OB5 MASONRY GROUT = 3000 PSI W/C RATIO = 0.55 FOOTINGS = 3000 PSI W/C RATIO = OB2 COLUMNS = 4000 PSI W/C RATIO = 0.45 WALLS = 4000 PSI W/C RATIO = 0.45 BEAMS = 4000 PSI W/C RATIO = 0.45 TIE COLUMNS = 4000 PSI W/C RATIO = 0.45 TIE BEAMS = 4000 PSI W/C RATIO = 0.45 4. REINFORCING STEEL BARS USED SHALL BE DEFORMED BARS GRADE 60 KSI AND SHALL CONFORM TO ASTM Ab15. REINFORCEMENT SHALL BE BENT AND PLACED IN ACCORDANCE WITH CRSI REQUIREMENTS. 5. WELDED WIRE FABRIC USED SHALL CONFORM TO ASTM A185 AND SHALL BE FURNISHED IN FLAT SHEETS, NOT ROLLS. MINIMUM MESH LAP SHALL BE (2) PANELS. 6. MOISTURE BARRIER USED SHALL BE 6 MIL POLYETHYLENE. MINIMUM LAP At JOINTS SHALL BE 6". I. REINFORCING BAR COVER SHALL BE AS FOLLOWS: FOOTINGS = 3" SLAB ON GRADE = 3" (BOTTOM) P (TOP) COLUMNS AND TIE COLUMNS = 2" (EXTERIOR) 1 )�" (TYPICAL) SHEAR WALLS = 2" (EXTERIOR) 1 ,�" (TYPICAL) BEAMS AND TIE BEAMS = IV, 8. CONTACTOR SHALL INSTALL, IN ACCORDANCE WITH CRSI REQUIREMENTS, TIES, SPACERS, CHAIRS, BOLSTERS, ETC NECESSARY TO HOLD REINFORCEMENT SECURELY DURING CONCRETE PLACEMENT. USE PLASTIC TIPS ON ALL EXPOSED SURFACES. 9. CONTRACTOR SHALL COORDINATE LOCATION OF ALL OPENINGS, SLEEVES, RECESSES, EMBEDS, ACCESSORIES, ETC PRIOR TO CONCRETE PLACEMENT. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS WITH REPAR LOCATIONS. NO OPENING OR SLEEVE SHALL BE ALLOWED IN BEAMS OR COLUMNS UNLESS APPROVED BY THE ENGINEER OF RECORD. 10. ALL PROPOSED CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO CONCRETE PLACEMENT. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DESIGN, CONSTRUCTION, SHORING, RESHORING, AND BACKSHORING OF CONCRETE FORMS. DESIGN SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. 12. CONCRETE FORMS SHALL BE COATED WITH COMMERCIAL COMPOUNDS THAT WILL NOT BOND, STAIN, OR ADVERSELY AFFECT THE CONCRETE SURFACES. FORMS SHALL BE WET BEFORE CONCRETE PLACEMENT. CONCRETE FORMS SHALL REMAIN IN PLACE UNTIL TESTING SAMPLES INDICATE THAT CONCRETE HAS ATTAINED A MINIMUM OF 6790 OF THE SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS. 13. REPAIR AND PATCH DEFECTIVE AREAS AND HONEYCOMBS IMMEDIATELY AFTER REMOVAL OF FORMS WITH A HIGH STRENGTH CEMENT MORTAR NOTIFY THE ENGINEER OF RECORD FOR EVALUATION OF EXPOSED REINFORCING IN DEFECTIVE AREAS. 14. CONCRETE SHALL BE CURED IN ACCORDANCE WITH ONE OF THE FOLLOWING OPTIONS: a. APPLY A LIQUID MEMBRANE FORMING A CHEMICAL CURING COMPOUND CONFORMING TO ASTM C309. b. PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301. 16. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS. 11. CONCRETE FINISHES (COLOR, CHAMFERING, ETC) SHALL BE PER ARCHITECTURAL DRAWINGS. 15. THE FOLLOWING TESTS SHALL BE PERFORMED ON SITE BY A QUALIFIED TESTING LABORATORY AND COPY OF RESULTS SENT TO OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR: a. COMPRESSIVE STRENGTH TESTS IN ACCORDANCE WITH ASTM C39. FOUR LAB -CURED AND FOUR FIELD -CURED CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF OF EACH CLASS OF CONCRETE PLACED PER DAY. ONE CYLINDER SHALL BE TESTED AT 1 DAYS AND TWO CYLINDERS AT 26 DAYS. THE FINAL CYLINDER SHALL BE RESERVED AND TESTED, IF NECESSARY, WITH PRIOR APPROVAL FROM THE ENGINEER OF RECORD. b. SLUMP TESTS IN ACCORDANCE WITH ASTM C143. 19. CAST IN PLACE CONCRETE SUBMITTALS: a. CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR t0 CONCRETE PLACEMENT. SUBMITTALS SHALL BEAR MIX NUMBER, EXACT LOCATION WHERE MIX WILL BE PLACED IN THE STRUCTURE, AND BACKUP DATA FROM RECENT FIELD AND LAB CYLINDER TESTS. b. DETAILED SHOP DRAWINGS OF REINFORCING BARS INCLUDING NUMBER, SIZE, LOCATION, BAR LISTS AND BEND DIAGRAMS. STRUCTURAL STEEL I. STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. STEEL CONSTRUCTION MANUAL, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). b. ALLOWABLE STRESS DESIGN (ASD), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). c. AMERICAN WELDING SOCIETY (AWS). 2. STRUCTURAL STEEL USED SHALL BE ACCORDING TO "THE SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AS PUBLISHED BY (AISC) AND CONFORMING TO THE FOLLOWING: a. STRUCTURAL WIDE FLANGE (W) SHAPES SHALL CONFORM TO ASTM A992 WITH MINIMUM YIELD STRENGTH (N) = 50 KSI. b. STRUCTURAL TUBING, RECTANGULAR AND SQUARE (HSS), SHALL CONFORM TO ASTM A500 - GRADE B WITH MINIMUM YIELD STRENGTH (N) = 46 KSI. c. STRUCTURAL PIPE, ROUND (HSS), SHALL CONFORM TO ASTM A53 - GRADE B WITH MINIMUM YIELD STRENGTH (Fy) = 42 KSI. d. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 WITH MINIMUM YIELD STRENGTH (N) = 36 KSI. e. STRUCTURAL STEEL SHAPES, PLATES, CHANNELS, AND ANGLES SHALL CONFORM TO ASTM A36 WITH MINIMUM YIELD STRENGTH (Fy) = 36 KSI. 3. UNLESS NOTED OTHERWISE, OPENINGS SHALL NOT BE ALLOWED IN STEEL MEMBERS. 4. SPLICES IN STRUCTURAL STEEL MEMBERS SHALL NOT BE ALLOWED UNLESS SHOWN ON APPROVED SHOP DRAWINGS. 5. CONTRACTOR SHALL ERECT ALL BEAMS WITH THE NATURAL CAMBER UPWARD. 6. BOLTED CONNECTIONS SHALL BE DESIGNED AND FABRICATED TO CARRY 55% OF THE TOTAL LOAD CAPACITY OBTAINED FROM PART 2 OF THE (ASD/AISC) "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED". -I. BOLTED CONNECTIONS SHALL INCLUDE A MINIMUM OF 2 BOLTS. BOLTS USED SHALL BE 3/4" DIAMETER MINIMUM UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". 9. WELDS NOT SPECIFIED SHALL BE FILLET WELD WITH THICKNESS EQUAL TO X6" LESS THE LEAST THICK MEMBER ALL WELDS SHALL BE CLEANED AND PAINTED. 10. STRUCTURAL STEEL MEMBERS SHALL RECEIVE At LEAST ONE COAT OF SHOP PRIMER PAINT AS PER THE STEEL STRUCTURES PAINTING COUNCIL (SSPC). REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR PREFERRED COLOR 11. NON -SHRINK GROUT SHALL CONFORM TO ASTM C110-1 WITH MIN. COMPRESSIVE STRENGTH OF 6000 PSI, NON -CORROSIVE AND NON-FERROUS. 12. THE FOLLOWING TESTS SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY AND COPY OF RESULTS SENT TO OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR: a. INSPECT ALL STRUCTURAL STEEL MEMBERS. b. INSPECT VISUALLY ALL BOLTED CONNECTIONS. c. TEST AT LEAST 25% OF BOLTED CONNECTIONS. d. TEST AT LEAST 50% OF FULL PENETRATION WELDS. e. TEST 10096 OF STRUCTURAL STEEL TRUSS CONNECTIONS. 13. STRUCTURAL STEEL SUBMITTALS: a. DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL STEEL LAYOUTS AND DETAILS, MEMBERS SIZES, STEEL GRADE, BOLTED AND WELDED CONNECTIONS, ETC NECESSARY TO FABRICATE AND ERECT STRUCTURAL STEEL FRAMING. b. DETAILED SHOP DRAWINGS FOR ALL CONNECTIONS NOT SHOWN ON THE CONTRACT DOCUMENTS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. c. DETAILED SHOP DRAWINGS FOR STEEL STAIRS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. CONCRETE MASONRY UNITS I. CONCRETE MASONRY UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530 AND TMS 402). In. SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1 AND TMS 602). 2. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90 AND SHALL BE HOLLOW LOAD BEARING CONCRETE MASONRY UNITS WITH THE FOLLOWING MINIMUM PROPERTIES: a. NORMAL WEIGHT, TYPE (I. b. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS = 1,900 PSI c_ NET AREA COMPRESSIVE STRENGTH OF MASONRY (F'm) = 1,500 PSI 3. MORTAR SHALL BE TYPE M OR S AND SHALL COMPLY WITH ASTM C2-I0. 4. GROUT USED IN ALL FILLED CELLS AND MASONRY BEAMS SHALL BE COARSE GROUT AND SHALL COMPLY WITH ASTM C41ro WITH THE FOLLOWING MINIMUM PROPERTIES: a. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI. b. MAXIMUM AGGREGATE SIZE SHALL BE 3/s". c. REQUIRED SLUMP RANGE = 8" TO 11". 5. PROVIDE 4" x 4" CLEANOUT HOLES IN THE BOTTOM COURSE OF MASONRY FOR EACH GROUT POUR WHEN THE GROUT POUR HEIGHT EXCEEDS 5 FT. REMOVE DEBRIS FROM CLEANOUT HOLES PRIOR TO CAPPING. TOP OF GROUT POUR SHALL BE TERMINATED Y2" BELOW TOP OF MASONRY UNITS TO DEVELOP SHEAR KEY FOR CONTINUED GROUTING. 6. CONSOLIDATE GROUT AT THE TIME OF PLACEMENT BY USE OF A LOW SPEED MECHANICAL VIBRATON. RECONSOLIDATE BY A LOW SPEED MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. -I. MASONRY UNITS CONSTRUCTION SHALL BE PLACED IN RUNNING BOND WITH 3/s" FACE SHELL BEDDING MORTAR JOINTS VERTICALLY AND HORIZONTALLY. 8. REINFORCING STEEL BARS USED SHALL BE DEFORMED BARS GRADE 60 KSI AND SHALL CONFORM TO ASTM A615. S. HORIZONTAL REINFORCEMENT SHALL BE LADDER TYPE MASONRY WALL JOINT REINFORCEMENT TYPE DUR-O-WAL (OR EQUIVALENT) AND SHALL COMPLY WITH ASTM A82. HORIZONTAL REINFORCEMENT SHALL BE 9 GAUGE WIRE MINIMUM PLACED AT 16" o.c. MINIMUM LAP LENGTH AT SPLICE SHALL BE b". 10. VERTICAL REINFORCEMENT BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM WITH Y4" MINIMUM CLEARANCE TO THE MASONRY WALLS AND ONE BAR DIAMETER BETWEEN BARS. VERTICAL REINFORCEMENT SHALL EXTEND FROM FOUNDATION TO CONCRETE BEAM OR TIE -BEAM. 11. PROVIDE MASONRY CONTROL JOINTS AT LOCATIONS INDICATED ON ARCHITECTURAL DRAWINGS WITH MAXIMUM SPACING OF 34'-0". 12. MASONRY CONSTRUCTION SHALL BE INSPECTED IN ACCORDANCE WITH ALL APPLICABLE CODE PROVISIONS. 13. CONCRETE MASONRY UNITS SUBMITTALS: a. TYPE OF CONCRETE MASONRY UNITS AND COMPRESSION STRENGTH TEST RESULTS. b. MASONRY GROUT MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO GROUT PLACEMENT. SUBMITTALS SHALL BEAR MIX NUMBER, EXACT LOCATION WHERE MIX WILL BE PLACED IN THE STRUCTURE, AND BACKUP DATA FROM RECENT FIELD AND LAB CYLINDER TESTS. c. DETAILED SHOP DRAWINGS OF REINFORCING BARS INCLUDING NUMBER, SIZE, LOCATION, BAR LISTS AND BEND DIAGRAMS. STEEL 5AR JOISTS AND JOIST GIRDERS 1. STEEL BAR JOISTS AND JOIST GIRDERS SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. STEEL JOIST INSTITUTE (SJI). b. STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS. c. STANDARD SPECIFICATIONS FOR LONGSPAN STEEL JOISTS AND DEEP LONGSPAN STEEL JOISTS. d. STANDARD SPECIFICATIONS FOR JOIST GIRDERS. e. CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS. 2. STEEL BAR JOISTS AND JOIST GIRDERS MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE (SJI). 3. K-SERIES STEEL BAR JOISTS SHALL BEAR 4" MINIMUM ON MASONRY AND 2,�" MINIMUM ON STEEL U.N.O. 4. ROOF STEEL BAR JOISTS AND BRIDGING SHALL BE DESIGNED FOR THE NET ROOF UPLIFT FORCES INDICATED ON THE DRAWINGS DESIGN SHALL BE CARRIED BY A DELEGATE REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA HIRED BY THE STEEL BAR JOISTS AND JOIST GIRDERS MANUFACTURER TO GENERATE SIGNED AND SEALED DOCUMENTS FOR THE DESIGN AND DETAILING. 5. STEEL BAR JOISTS BRIDGING SHALL BE PROPERLY INSTALLED PRIOR TO CONSTRUCTION LOADS APPLICATION. 6. BOTTOM CHORD CEILING EXTENSIONS SHALL BE PROVIDED WHERE INDICATED ON ARCHITECTURAL DRAWINGS. 1 STEEL BAR JOISTS, JOIST GIRDERS AND ALL RELATED ACCESSORIES SHALL RECEIVE ONE SHOP COAT OF PAINT. COLOR SHALL BE AS INDICATED ON ARCHITECTURAL DRAWINGS. 8. CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND WEIGHT OF ALL EQUIPMENT OR UNIQUE LOADS PRIOR TO JOISTS OR GIRDERS FABRICATION. S. STEEL BAR JOISTS AND JOIST GIRDERS SUBMITTALS: a. DETAILED SHOP DRAWINGS INCLUDING LAYOUT OF STEEL BAR JOISTS, JOIST GIRDERS, BRIDGING, CONNECTIONS AND ACCESSORIES. b. SIGNED AND SEALED CALCULATIONS FOR SPECIAL JOISTS (SP-JST) CARRIED OUT BY A DELEGATE REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA SHALL BE SUBMITTED FOR REVIEW OF GENERAL CONFORMANCE WITH THE DESIGN CRITERIA SPECIFIED BY THE ENGINEER OF RECORD. STEEL ROOF DECK 1. STEEL ROOF DECK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. STEEL DECK INSTITUTE (SDI) b. AMERICAN WELDING SOCIETY (AWS). 2. STEEL ROOF DECK SIZE AND PROFILE SHALL BE AS INDICATED ON THE DRAWINGS AND AS MANUFACTURED BY VULCRAFT (OR EQUIVALENT). 3. STEEL ROOF DECK SHALL BE GALVANIZED AND INSTALLED IN (3) SPANS SEGMENTS MINIMUM. 4. MINIMUM DESIGN YIELD STRENGTH OF STEEL ROOF DECK SHALL BE Fy = 33 KSI. 5. ALL WELD SHALL BE CLEANED, PAINTED AND PERFORMED BY CERTIFIED WELDERS. 6. STEEL ROOF DECK SUBMITTALS: a. DETAILED SHOP DRAWINGS INCLUDING LAYOUT, TYPE, FASTENING PATTERN AND ALL ACCESSORIES OF STEEL ROOF DECK COLD -FORMED STEEL STRUCTURAL FRAMING I. COLD -FORMED STEEL STRUCTURAL FRAMING SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a_ SPECIFICATION FOR THE DESIGN OF GOLD -FORMED STEEL STRUCTURAL MEMBERS (AISI). b. AMERICAN WELDING SOCIETY (AWS). 2. MINIMUM DESIGN YIELD STRENGTH OF 20 AND 18 GAUGE SHALL BE Fy = 33 KSI AND SHALL COMPLY WITH ASTM A446, GRADE A. MINIMUM DESIGN YIELD STRENGTH OF 16, 14 AND 12 GAUGE SHALL BE Fy = 50 KSI AND SHALL COMPLY WITH ASTM ,A44(o, GRADE D. 3. MEMBERS GALVANIZED FINISH SHALL COMPLY WITH ASTM A525, GbO. 4. STANDARD STEEL TRACKS, CLIPS, BRACINGS, BLOCKINGS, LINTELS, WEB STIFFNERS, SCREWS AND ACCESSORIES SHALL BE PROVIDED AS NEEDED PER THE MANUFACTURER'S RECOMMENDATIONS TO COMPLETE THE FRAMING. 5. BRIDGING SHALL BE PROVIDED AND INSTALLED AS PER THE MANUFACTURER'S RECOMMENDATIONS. MEMBERS SPLICING SHALL NOT BE PERMITTED. 6. COLD -FORMED STEEL STRUCTURAL FRAMING MEMBERS ARE SPECIFIED AS MANUFACTURED BY DIETRICH METAL FRAMING (OR EQUIVALENT). MEMBERS SHALL COMPLY WITH MINIMUM FOLLOWING PROPERTIES: 4" 20 GA. CSJ STUDS A = 0211 Ix = 0.699 Sx = 0349 6" 20 GA. CSJ STUDS A = 0346 Ix = 1.808 Sx = 0.603 6" 16 GA. CSJ STUDS A = OBB-I Ix = 2.863 Sx = 0.954 -1. ALL WELD SHALL BE CLEANED, PAINTED AND PERFORMED BY CERTIFIED WELDERS. 8. COLD -FORMED STEEL STRUCTURAL FRAMING SUBMITTALS: a. DETAILED SHOP DRAWINGS INCLUDING LAYOUT, FRAME MEMBER SIZE AND SPACING, MATERIAL SPECIFICATIONS AND CONNECTIONS. POST -INSTALLED ANCHORS I. POST -INSTALLED ANCHORS SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. QUALIFICATION OF POST -INSTALLED MECHANICAL ANCHORS IN CONCRETE E COMMENTARY (ACI 3552). b. INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES). 2. THE SPECIFIED PRODUCTS ARE THE DESIGN BASIS FOR THIS PROJECT. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW MAY BE SUBMITTED BY THE CONTRACTOR t0 THE ENGINEER -OF -RECORD (EOR) FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A CODE REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT PERFORMANCE VALUES OF THE DESIGN BASIS PRODUCT. CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE FOR PRODUCT INSTALLATION TRAINING AND A LETTER SHALL BE SUBMITTED TO THE FOR INDICATING TRAINING HAS TAKEN PLACE. SPECIAL INSPECTIONS ARE REQUIRED PER THE IBC AND [CC -ES REPORTS. 3. FOR ANCHORING INTO CONCRETE a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH AC13552 AND [CC -ES AC193. PRE -APPROVED ANCHORS INCLUDE: I. SIMPSON STRONG -TIE "TITEN-HD" ([CC -ES ESR-2-113). II. SIMPSON STRONG -TIE "STRONG -BOLT 2" (ICC-ES ESR-3037). b. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH AC1355A AND ICC-ES AC308. PRE -APPROVED ANCHORS INCLUDE: I. SIMPSON STRONG -TIE "SET-XP" (ICC-ES ESR-2508). 4. FOR ANCHORING INTO SOLID -GROUTED CONCRETE MASONRY a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH (CC -ES AC01 OR ICC-ES ACI06. PRE -APPROVED ANCHORS INCLUDE: I. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-1056). II. SIMPSON STRONG -TIE "WEDGE -ALL" (ICC-ES ESR-1396). b. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58. PRE -APPROVED ANCHORS INCLUDE: 1. SIMPSON STRONG -TIE "SET" (ICC-ES ESR-1112). 5. FOR ANCHORING INTO HOLLOW CONCRETE MASONRY a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH [CC -ES AC106. PRE -APPROVED ANCHORS INCLUDE: I. SIMPSON STRONG -TIE "TITEN-HD". b. ADHESIVE ANCHORS WITH SCREEN TUBES SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58. THE APPROPRIATE SCREEN TUBE SHALL BE USED AS RECOMMENDED BY THE ADHESIVE MANUFACTURER PRE -APPROVED ANCHORS WITH SCREEN TUBES INCLUDE: I. SIMPSON STRONG -TIE "SET" (ICC-ES ESR-1-1 12). E 0 co U L. > 0 CO o U U cu N C G.CO O N O U Co Q Iv -- : 0 qJ >; N 3 ti a7 N LO m ti ti N ti. 0 a SEAL , MOUCHIR S. CHENOUDA PE # 69180 �00M W L+ O co moo N LL Q U is D 00 w ;_ N O 0 u J W N m ;v Y oo v _ g�2 L� 0> 6 Q 00 W z r! g�v v 00 CO Lu ZW ,0 (,) Z W ° oJVm� v Q �0 >UW1cr CQU)y N Lu y � L ,cC ~ :2 m .� 0 `? N m-o OM JD Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 10-61 Sheet sla REVISIONS 0 COMPONENTS 4 CLADDING WIND PRESSURES ZONE TRIBUTARY AREA (Sa FT) POSITIVE PRESSURE (Flap) NEGATIVE PRESSURE (Pap) ZONE 1 (ROOF) 10 10.00 -21.11 20 10.00 -2121 50 10.00 -20.48 100 10.00 -19.92 ZONE 2 (ROOF) 10 10.00 -36B2 20 10.00 -32.64 50 10.00 -21 BO 100 10.00 -23.61 ZONE 3 (ROOF) 10 10.00 - 5128 20 10.00 -41.59 50 10.00 -43.90 100 10.00 -4021 ZONE 2 (OVERHANG) 10 - -41.36 20 - -40BO 50 - -40.0'1 100 - -39 51 ZONE 3 (OVERHANG) 10 - -61105 20 - -5OB4 50 - -35.86 100 - -24.716 ZONE 4 (WALLS) 10 19.92 -21BO 20 19.04 -20.10 50 11.81 -19.53 100 16.99 -18.65 500 14.94 -lrolo0 ZONE 5 (WALLS) 10 19.92 -26.56 20 19.04 -24.80 50 -22.46 100 16.99 -20.10 500 14.94 -16.60 K 2a V END ZONE WIDTH (a)• 52 FP. F L� ONE 3 O.H. OP OF FTG. WELL -J COMPACTED FILL MATCH CONT. REINFORCEMENT (DIDETAIL SCALE: N.T.S. 3" �OIDETAIL SCALE: N.T S. O.N. O.H. LAP SPLICE (SEE SCHEDULE) 4 Ll N1p FTG. REINFORCEMENT O x (SEE FTC:. SCHEDULE) As d 1G0fRNEfR] m G 4z. _ MATCH SIZE, QUANTITY 0 X d SEE FLA AND PLACEMENT OF G 4iv TOP OF - BARS AT CORNERS f A d FTG. , AND INTERSECTIONS WITH DISCONTINUED AND INTERMEDIATE 1 ... d . BARS IN BEAMS, d WALLS AND FOOTINGS. tu ul MIN. N U fNTEfR5 CTI®N d Q W 1 W STEP FOOTING TO MAINTAIN 1'-0" 6< MIN. COVERAGE. REFER TO CIVIL G. DRAWINGS FOR FIN15H GRADE_ x BAR 0 OR 2'-6" MIN. U.N.O. DETAIL SCALE: N.T.S. NOTES: I. DETAILING DIAGRAM SHALL BE USED IN CONJUNCTION w/ THE CONCRETE BEAM SCHEDULE. 2_ REFER TO CONCRETE BEAM SCHEDULE FOR SIZES AND REINFORCEMENT. REFER TO PLAN FOR BEAMS LOCATIONS AND SPANS. 3. MINIMUM CONCRETE COVER SHALL BE AS STATED IN THE GENERAL NOTES_ 4. LAP SPLICES SHALL BE AS STATED IN THE MINIMUM LAP SPLICE SCHEDULE. 5. TOP AND BOTTOM CANTILEVER REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE SUPPORT. LAP SPLICING SHALL NOT PERMITTED. CANT'L TOP LAP SPLICE TOP LAP SPLICE REINFORCEMENT BARS AT MID SPAN WHERE REQ'D. 1 d '.n - /� .J d . �I 4 d . d - d 4 TIE PA ING 211 App'L BOTTOM -J TI SPAC . (TYP.) REINFORCEMENT CANTILEVER (LC) 4 CLEAR SPAN (LI) H6. NOTE: THE ABOVE SCHEMATICS ARE ONLY REPRESENTATIVE OF THE STRUCTURE. SEE PLANS FOR LAYOUT AND DIMENSIONS. END ZONE WIDTH (a)■ 52 FT. ADD'L TOP REINFORCEMENT d Q C 1 L3. t � INTERMEDIATE G. RE INF. MINIMUM LAP SPLICE BAR SIZE PC SPLICE LENCsTH % AND SMALLER 3000 PSI 5-1 BAR D[A. % AND SMALLER 4000 PSI 50 BAR DIA. 01 AND LARGER 3000 PSI -12 BAR DIA. rl AND LARGER 4000 PSI 62 BAR D IA. 1, MINIMUM LAP SPLICE SHALL BE 16". 2. FACTOR BY 13 LENGTH IN SCHEDULE IF HORIZ. REINF. IS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE. 3_ FACTOR BY 1.5 LENGTH IN SCHEDULE IF USING EPDXY - COATED BARS. 4. FACTOR BY 13 LENGTH IN SCHEDULE IF USING LIGHTWEIGHT CONCRETE. 5. FACTOR BY 11 LENGTH IN SCHEDULE IF USING MORE THAN ONE MODIFICATION FACTOR. 6_ USE THIS SCHEDULE U.N.O. FOR ANY OTHER CASE, PLEASE REFER TO THE ENGINEER OF RECORD. PROVIDE ADD'L COLUMN TIES TOP REINF. STANDARD WITHIN BEAM/LINTEL CONFINEMENT 90• ACI HOOK .4 d d . � n 4 4 2: „. - c { LAP SPLICE BOT. BARS BOTTOM -' OVER SUPPORTS WHERE RRE1NF. REQ'D" CLEAR SPAN (1-2) MIN. SEAL Lam- j MOUCHIR S. CHENOUDA PE # 69180 �0M W rnn rn -.1- rq 06 N LL U 00 LL- Lu F' o z W � m > V Y00 - Q L 006 r � W Z M fu v v � d op 00 ` Lu ?W oJZ �VW v O JV }Q 0 v_ O W 3LL. C Q Cn N Lij :vQN� a a� .:3 OW IV m-� Q D Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 10-61 Sheet Slb 9 4 OFOUNDATION FLAN SCALE: Wt," = 1'-0" FOUNDATION PLAN NOTES 1. COORDINATE ALL DIMENSIONS w/ ARCH. DWGS AND EXISTING STRUCTURE. ALL MASONRY DIMENSIONS SHOWN ARE NOMINAL. 2, CENTER ALL FOOTINGS BELOW COLUMNS, WALLS AND PANELS UNO. 3. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS RELATED TO THE EXITING BUILDING BEFORE FABRICATION AND CONSTRUCTION. 4. SLAB ON GRADE TO BE 4" THICK CONCRETE SLAB w/ 6 x 6 - W1.4 x WIA W.WF ON 6 MIL. VAPOR BARRIER OVER WELL COMPACTED SOIL U.N.O. 5. TOP OF SLAB ELEVATION = 0'-0" U.N.O. (MATCH EXISTING) 6. TOP OF FOOTING ELEVATION = 4-4" U.N.O. (MATCH EXISTING) 1. TOP OF INTERIOR COLUMN OF FOOTING ELEVATION = 4-0" U.N.O. 8. STEP FOOTINGS WITH GRADE AS REQUIRED TO MAINTAIN 1'-0" MIN. SOIL COVERAGE OVER ALL EXTERIOR FOOTINGS. REFER TO CIVIL DWGS. FOR FINISH GRADE. CONTRACTOR TO FIELD VERIFY FOOTINGS ELEVATIONS. REFER TO 1/51b FOR STEPPED FOOTING DETAIL. 9. REFER TO CMU WALL LEGEND SCHEDULE FOR WALL THICKNESS AND REINFORCEMENT. 10. PROVIDE FOUNDATION COMER BARS AT ALL CORNERS, INTERSECTIONS AND EACH SIDE OF OPENINGS AND CMU CONTROL JOINTS. REFER TO DETAILS 2/81b AND 12/84a FOR MORE INFORMATION. 11. PROVIDE (2) *4 x 2'-6" AT MID DEPTH OF SLAB ON GRADE AT DOOR AND STOREFRONT RENTRY COMERS (TYP.). REFER TO DETAILS 13/54a FOR MORE INFORMATION 12. REFER TO ARCH. DWGS. FOR SIZE AND LOCATION OF MASONRY WALL OPENINGS (M.O.). 13. REFER TO ARCH. DWGS. FOR LOCATIONS OF CMU CONTROL JOINTS. CMU CONTROL JOINTS SHALL BE LOCATED AT 34'-0" o.c. (MAX.) AND 4'-0" o.c. (MIN.) FROM OPENING EDGE. REFER TO DETAIL 12/64a FOR MORE INFORMATION. 14. COORDINATE FLOOR FINISHES, WATERPROOFING REQUIREMENTS, ETC w/ ARCH. DWGS. 15. REFER TO ARCH. / PLUMBING DWGS. FOR FIXTURES AND DRAINS LOCATIONS AND INFORMATION. 16. REFER TO ARCH. / CIVIL DWGS. FOR EXTERIOR SLAB AND SIDEWALK INFORMATION. 1-1. STRUCTURAL STEEL USED TO HAVE Fy = 50 KSI U.N.O. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCEMENT EA, WAY REMARKS F-1 0'-8" x CONT. 0'-8" (1) 45 CONT. BOTTOM BAR THICK SLABEDGE REFER TO 3/84a F-2 2'-0" x CONT. 1'-0" (3) *5 CONT. BOTTOM BAR WALL FOOTING REFER TO '1/54a F-3 2'-6" x 2'-6" 1'-0" (4) 05 TOP d BOTTOM STL. COL. FTG. REFER TO 6164a F-4 4'-0" x 4'-0" 1'-0" (5) 05 TOP d BOTTOM STL. COL. FTG. REFER TO 5/84a F-5 4'-0" x 6'-8" 1'-0" (5) 05 LONG BARS T E B CMU PIER FTG. (8) *5 SHORT BARS T 4 B CMU UJALL LEGEND SCHEDULE LEGEND VERTICAL REINFOIQGEMENT REMARICS �— 8" CMU WALL w/ (1) 06 ADDITIONAL VERTICAL SEE PLAN, NOTES AND DETAILS FOR LOCATION 8" CMU WALL w! "5 VERTICAL 24" o.c. MAX. CMU WALL BELOW 4 ABOVE OPENING T77'7 8" CMU WALL w/ S VERTICAL a 24" o.c. MAX. i7 8" CMU WALL w/ 05 VERTICAL a 16" o c. MAX. 12" CMU WALL w/ 05 VERTICAL tv 8" o.c. MAX. SEE PLAN, NOTES AND DETAILS FOR LOCATION I. CMU WALL CONSTRUCTION SHALL BE RUNNING -BOND CONSTRUCTION AND VERTICALLY REINFORCED ACCORDING TO THE SCHEDULE. 2. REINFORCEMENT BARS SHALL BE PLACED IN GROUT -FILLED CELLS. SPACING OF VERTICAL REINFORCEMENT BARS SHALL NOT EXCEED 4'-0" o.c. B. HORIZONTAL CMU WALL REINFORCEMENT SHALL BE 5 GA. SPACED AT 16" o.c. 4. CMU WALL REINFORCEMENT SHALL BE DOWELED INTO FOOTINGS AND TIE BEAMS / LINTELS. REVISIONS BY 0 0 � U U � N Y 00 �^I U CT p y�� Q� I� o � W ro o 4� x E W c a' N U NCH 0 U � t d E 00 > N ./ (u � co ti ✓ ti N SEAL rp OUCHIR S. CHENOUDA PE # 69180 N V1 W € Ln 0 m �^ o ao rn v, o0 � N LL o a U V J �" 3 W � i= N O i V ■ 0 u J� UJ Y ao u g�2 Lnai 0 06 > Z rn ;M� 00 LLI g °' Li 00 0 u ui U� z LLJ 0JZ v L d .o O JU ®z O v U Lu 3� m Lua L � Q~gym L? N m O� JD Li Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 10-61 Sheet S2a I 4 jh JST. BRG. IV MATCH EXIST. CONC. CAP C15-2 (TYP.) 50TJCAP = 12'-0" (REFER TO 6 E 1/54b) TB- I BOTJBM. = 12'-0" DIAL. BRIDGING AT END BAYS (REFER TO 3/541o) CONT. HORIZ. BRIDGING (REFER TO 3/84b) IVJST. BRG. MATCH EXIST. TB-1 50TJ5M. = 12'-0" All, JST. BRG. MATCH EXIST. TB- I BOTJBM. = 12'-0" jk JST. BRG. MATCH EXIST. TB-1 BOTJBM. = 12'-0" CANOPY LINE ABOVE (SEE ARCH. DWGS.) CONC. CAP CB-3 (TYP SOREFROt�'I It AND AIRLOCK BOT./CAP = 11'-4" (REFER TO 6 E �/S4b) PARTIAL FRAMING FLAN SCALE: 3/f6" = 1'_/J111 TB- I BOT./BM. = 12'-0" N■ O W 6 x 15 O W 6 x 15 0 BOTJSTL. = 9'-4'1BOTJSTL. = V-4" W6x15 W6x15 BOT./8TL. = S'-4" BOTJSTL. = 9'-411 W6x15 W 6 x 15 O O CONC. CAP C5-2 (TYP.) BOTJStL. L9'-4" 50TJCAP = 8'-8" BOTJStL_ 9'-4" (REFER TO 1/54b) TB-1 BOTJBM. = 12'-0" H55 2� x 2� x Y4" CONC. CAP C5-3 (TYP.) SPACED AT 4'-0" 50TJCAP = 10'-8" o.c. MAX. (TYP.) (REFER TO 6/64b) T.O. STL. = 12'-7 0 ROOF FRAMING FLAN SCALE: W,,&,, = 1'-0" CONC. CAP C15-3 (TYP.) BOTJCAP = 10'-8" (REFER TO 1/84b) CANOPY LINE ABOVE (SEE ARCH. DWGS.) CONC. CAP C5-3 (TYP.) BOTJCAP = 10'-8" (REFER TO Co E 1/64b) i A11� I 1r 19— A� A— BOTJBM. = IS -4" TB-1 BOTJBM. = V-4" CONC. CAP C15-3 (TYP.) BOTJCAP = 11'-4" (REFER TO 6 4 1184b) TB-1 BOTJBM. = 12'-0" CANOPY LINE ABOVE (SEE ARCH. DWCrt6.) ROOF FRAMING PLAN NOTES I. COORDINATE ALL DIMENSIONS w/ ARCH. DWGS, FOUNDATION PLAN AND EXISTING STRUCTURE. 2. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS RELATED TO THE EXITING BUILDING BEFORE FABRICATION AND CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING. 4. ROOF SHALL BE FLAT U.N.O. REFER TO ARCH. DWGS. FOR ROOFING MATERIAL SLOPE. 5. (CB-X) AND (TB-X) DENOTE CONCRETE BEAM AND TIE -BEAM TYPE RESPECTIVELY. REFER TO CONCRETE BEAM / TIE -BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. REFER TO DETAIL 3/51b FOR MORE INFORMATION. 6. (L-X) DENOTES LINTEL TYPE. REFER TO DETAIL 14/84a FOR LINTEL SCHEDULE SHOWING SIZE AND REINFORCEMENT. i. CMU WALL HATCH DENOTES WALL HEIGHT. REFER TO CMU WALL ELEVATION SCHEDULE FOR WALL LEGEND ELEVATIONS. 8. METAL ROOF DECK TO BE lei" DEEP, 20 GA., GALVANIZED AND TYPE "B". DECK SHALL BE INSTALLED IN 3 SPANS (MIN.). FASTEN DECK w/ (5) V 0 PUDDLE WELDS PER 3ro" AT EACH SUPPORT AND (5) N 10 TEK SCREWS EQUALLY SPACED BETWEEN SUPPORTS AT SIDELAP. WELD METAL ROOF DECK TO CONTINUOUS ANGLE w/ V PUDDLE WELDS SPACED AT 6" o.c. (MAX.). REFER TO DETAIL 5/84b FOR MORE INFORMATION. g. PROVIDE BEAM CORNER BARS AT ALL CORNERS AND INTERSECTIONS. REFER TO DETAIL 2/61b FOR MORE INFORMATION. 10. COORDINATE SIZE, WEIGHT AND LOCATION OF ROOF TOP UNITS (RTUs) AND MECHANICAL EQUIPMENT w/ MECH. AND ARCH. DWGS. REFER TO DETAILS 11/84b AND 12/84b. 11. PROVIDE SPECIAL JOISTS TYPE "SP-JST I" AT EACH RTU LOCATION. REFER TO DETAIL 10/54b FOR MORE INFORMATION. 12. PROVIDE JOIST REINFORCEMENT FOR EXISTING JOISTS SUPPORTING NEW BTUs. REFER TO DETAILS 3/84c, 6/84c AND 1/54c FOR MORE INFORMATION. 13. REFER TO NET WIND UPLIFT PLAN ON SHEET Sib. 14. STRUCTURAL STEEL USED TO HAVE Fy = 50 KSI U.N.O. CONCRETE SEAM / TIE-5ErAM SCHEDULE RE INPORCEMENT MARK WIDTH DEPTH I STIRRUPS TYPE REMARKS TOP MID BOTTOM T5-1 8" 16" (2) *5 - (2) *5 _ A (2) K.O. BLOCK GROUT FULLY CB-1 8" 16" (2) *5 - (2) *5 *3 g 8" O.C. B CONCRETE BEAM C15-2 8" 16" (2) - (2) *5 03 8" o.c. 5 CONCRETE CAP C15-3 8" 2411 (2) *5 (2) *5 (2) *5 *3 ,8 8" o.c. B CONCRETE CAP TYPE "A" TYPE nBn CMU WALL ELEVATION SCHEDULE LEGEND CMU WALL ELEVATION REMARKS TOP OF MASONRY WALL = 10'-6" TOP OF MASONRY WALL = 16'-8" TOP OF MASONRY WALL = 18'-811 TOP OF MASONRY WALL = 20'-8" REVISIONS BY 0 U \ M �w 1—I ¢ W U av� o � N ¢ • �I ¢ 7 .a o x X 3 ti \ co N t` O � a w SEAL R MOUCHIR S. CHENOUDA PE # 69180 0)NLn W Ln0M �000 moo N D ? 00 LL o� w� u v • 0 �i JN LLI m Ln Y 00 Q � L — J 006 N Z002 Z M f� W g °' L.T. CO 00 Lu ZW LJH OVZ `~ W ° oJUL� t Q ° O o U W 3� = L LI Q t vQZ�m .� Ow N m DC —� 0 J::) Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 10-61 Sheet S2b -- e e OWALL SECTION SCALE: F4" = 1'-0" EXIST. STEEL BEAM (SEE PLAN) EXISTING METAL ROOF DECK (SEE PLAN) EXIST. STEEL JOIST (TYP.) (SEE PLAN) ,i" EXPANSION JOINT MATERIAL r— CUT EXISTING METAL ROOF DECK AT STUD WALL FACE (SEE PLAN) NEW L 5 x 3 x 4" x CONT. (LLY) ATTACHED TO EA. STUD w/ (3) 0.1-1-1" 0 F.D.F. 4", 18 GA. CSJ STUDS AT 16" oz. (TYP.) STANDARD 90- ACI HOOK 16' — S" + + + TOP OF + PARAPET L 3 x 3 x 4" x CONT. w/ 3/4" SIMPSON TITEN HD w/ 5Y2" MIN. EMBED SPACED 6 V-0" oz. MAX. (o ", 18 GA. CSJ STUDS AT 16" oz. (TYP.) STEEL BEAM (SEE PLAN) + + + + + + L3x3xy4"xCONT. ------------------- 14 G. CLIP ANGLE L4x4xXCONT. WELDED TO EXIST. BEAM e TOP OF MASONRY + + + , MASONRY WALL BEYOND ' + (EMBED CONNECTION NOT SHOWN FOR CLARITY) 14 GA. CLIP ANGLE — w/ (4) 0.111" 0 P.D.F. g�_4�� (TYP") BOT. OF TIE BEAM 14 GA. CLIP ANGLE 4", IS GA. CSJ STUDS w/ (3) Y4" -0 x 13/4" MIN. AT 16" oz. (TYP.) EMBED. TAPCONS AT EACH STUD TYP. Y8" CONT. (2) K.O. BLOCK COURSE TIE -BEAM (SEE PLAN FOR REINF.) - DOUBLE ANGLE BOLTED CONNECTION w/ SLOTTED HOLES SLAB ON GRADE . (SEE PLAN) ± 0'-0" OIL TOP OF 1 SLAB x-x" x x-xTx-a-x x-x-x-x-x-x-x-x-x-x-� x- }p V" x 8" x 1'-0" w/ (4) 3YV 0 x 6" HEADED STUDS AND L l x 1 x YS" (WELDED) 8" CMU WALL (SEE PLAN FOR VERT. AND HORIZ. REINFJ �— EXTERIOR CONCRETE WALK (SEE ARCH. 4 CIVIL DUGS. FOR STEP, SLOPE 4 REINFJ G %—X x G X—X—X•4—X X�X—X—%—X—X O d d 4 BAR JOIST w/MC10x5.4 (SEE PLAN) CONCRETE CAP 12'-4 1/2" TOP OF STL4F JST. BRG. 12'-0" BOT. OF TIE BEAM GROUT CELLS SOLID (TYP.) SEE FTG. SCHEDULE FOR SIZE AMC) REINF_ (TYP.) AI ®® 4", 16 GA. TSC TRACK w/ (2)Y4' 0 x 13/4" MIN. EMBED. TAPCONS 6 16" oz. (TYP.) (1) K.O. BLOCK COURSE w/ (1) 'S CONT. lro'-8" il" TOP OF MASONRY (2) K.O. BLOCK COURSE TIE -BEAM (SEE PLAN FOR REINFJ METAL ROOF DECK (SEE PLAN) r-- 6", 16 GA. TSC TRACK 13'-6 1/2" TOP OF PARAPET --------- 12'--1" TOP OF JST. x DECK BRG. �L5x3xY4"xCONT. (LLV) ATTACHED TO EA. STUD i►� + + w/ (3) 0.111" 0 F.D.F. 4", 18 GA. DIAGONAL CSJ STUDS AT 16" oz. (TYP.) 6", 16 GA. TSC TRACK w/ (3) Y4" 0 x 13/4" MIN. EMBED. TAPCONS w 16 " oz. (TYP.) 8" CMU WALL (SEE PLAN FOR VERT, AND HORIZ. REINF.) EXTERIOR CONCRETE WALK (SEE ARCH. 4 CIVIL DWGS. FOR STEP, SLOPE 4 REINFJ METAL STUDS FRAMING NOTES 1. COORDINATE ALL DIMENSIONS, SOFFIT HEIGHTS AND SECTIONS w/ ARCH. DWGS_ 2. CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS FRAMING TO PROVIDE PROPER ALIGNMENT. CLIP ANGLES USED SHALL MATCH OR EXCEED THE METAL STUD GAUGE. 3. METAL STUDS, METAL TRUSSES AND CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL MEMBERS w/ (3) 0.111" 0 (MIN.) POWER DRIVEN FASTENERS. 4. METAL STUDS SHALL BE CONNECTED TO MASONRY w/ 14 GA. CLIP ANGLES w/ (2) Y4" 0 (MIN.) TAPCONS. 5. METAL STUDS TO METAL STUDS CONNECTIONS SHALL BE PROVIDED w/ MINIMUM (4) No. 12-14 SCREWS. 6. REFER TO ARCH. DWGS. FOR SHEATHING. SHEATHING SHALL BE CONNECTED TO METAL STUDS w/ No. 12-14 SCREWS SPACED AT 6" oz. (MIN.). i. STUD SIZES, GAUGES AND CONNECTIONS SHOWN ARE MINIMUM REQUIREMENTS. A SPECIALTY DELEGATE ENGINEER SHALL REVIEW ALL METAL STUDS FRAMING COMPONENTS AND INCREASE AS NEEDED. i 6 ", 16 GA. TSC TRACK 13' -8 1/2 " TOP OF PARAPET _ 12'--T" rOP OF JST. DECK BRG. L 3 x 3 xY4" x CONT. WELD TO EA. HSS :) IAGONAL iAT16"oc. METAL STUDS FRAMING NOTES 1. COORDINATE ALL DIMENSIONS, SOFFIT HEIGHTS AND SECTIONS w/ ARCH. DWGS. 2. CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS FRAMING TO PROVIDE PROPER ALIGNMENT. CLIP ANGLES USED SHALL MATCH OR EXCEED THE METAL STUD GAUGE. 3. METAL STUDS, METAL TRUSSES AND CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL MEMBERS w/ (3) 0.111" 0 (MIN.) POWER DRIVEN FASTENERS. 4. METAL STUDS SHALL BE CONNECTED TO MASONRY w/ 14 GA. CLIP ANGLES w/ (2)Y4" 0 (MIN.) TAPCONS. 5. METAL STUDS TO METAL STUDS CONNECTIONS SHALL BE PROVIDED w/ MINIMUM (4) No. 12-14 SCREWS. 6. REFER TO ARCH. DWGS. FOR SHEATHING:. SHEATHING SHALL BE CONNECTED TO METAL STUDS w/ No. 12-14 SCREWS SPACED AT 6" o.c. (MIN.). -7. STUD SIZES, GAUGES AND CONNECTIONS SHOWN ARE MINIMUM REQUIREMENTS. A SPECIALTY DELEGATE ENGINEER SHALL REVIEW ALL METAL STUDS FRAMING COMPONENTS AND INCREASE AS NEEDED. REVISIONS EY 0 U �i U t� Q C) E E; W U co v o N o m cD O U T N • N E 00 O �D N LO CN ti ti N O a w �.:w NH SEAL MOUCHIR S. CHENOLIDA PE # 69180 0) r j W -0-000 Mom N 12 0 Q ' U s Z) 00 w E o W m ;v Yr—00 v — 06 W 000" zM� W ' gm v 00 o0 V �w U zW oJZ 'p U v W -v 0 JU m•L } Q O v V W :� E��; � Lu rn ~ vQM CL .3 0 W N m�� o� Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 10-61 Sheet S3b OWALL SECTION SCALE: %4" = 1'-0" REVISIONS 1 BY 0 METAL STUDS FRAMING NOTES 1. COORDINATE ALL DIMENSIONS, SOFFIT HEIGHTS AND SECTIONS w/ ARCH. DWGS. 2. CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS FRAMING TO PROVIDE PROPER ALIGNMENT. CLIP ANGLES USED SHALL MATCH OR EXCEED THE METAL STUD GAUGE. 3. METAL STUDS, METAL TRUSSES AND CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL MEMBERS w/ (3) 0.111" 0 (MIN.) POWER DRIVEN FASTENERS. 4. METAL STUDS SHALL BE CONNECTED TO MASONRY w/ 14 GA. CLIP ANGLES w/ (2) Y4" -0 (MIN.) TAPCONS. 5. METAL STUDS TO METAL STUDS CONNECTIONS SHALL BE PROVIDED w/ MINIMUM (4) No. 12-14 SCREWS. (o. REFER TO ARCH. DWGS. FOR SHEATHING. SHEATHING SHALL BE CONNECTED TO METAL STUDS w/ No. 12-14 SCREWS SPACED AT 6" oz. (MIN.). 1. STUD SIZES, GAUGES AND CONNECTIONS SHOWN ARE MINIMUM REQUIREMENTS. A SPECIALTY DELEGATE ENGINEER SHALL REVIEW ALL METAL STUDS FRAMING COMPONENTS AND INCREASE AS NEEDED. EXISTING METAL ROOF DECK (SEE PLAN) 18 GA. CSJ STUDS AT 16" oz. (TYP.) 6 ", 18 GA. CSJ STUDS AT 24" oz. MAX, (1) K.O. BLOCK COURSE w/ (1) *5 CONT. + + + + + + + + + + + + + f + + CUT EXISTING METAL ROOF DECK AT STUD WALL FACE (SEE PLAN) NEW L 5 x 3 x Y4" x CONT. (LLV) +++ ATTACHED TO EA. STUD + + + + w/ (3) 0.111" 0 P.D.F. EXIST. STEEL JOIST (TYP.) (SEE PLAN) 14€1GA. CLIP ANGLE w/ 43) 0.111" 0 P.D.F. 1@'-8" TOP OF MASONRY EXIST. STEEL BEAM (SEE PLAN) 109'-4" - BOT. OF TIE BEAM 14 GA. CLIP ANGLE — w/ (2) 4" 0 x 13/4" MIN. EMBED. TAPCONS AT EACH STUD (2) K.O. BLOCK - COURSE TIE -BEAM (SEE PLAN FOR REINF.) 8" CMU WALL (SEE PLAN FOR VERT. AND HORIZ. REINF-) Yi" EXPANSION JOINT MATERIAL v A d STANDARD 9@ • AC I HOOK 2@'-8" TOP OF MASONRY 19'-4" BOT. OF TIE BEAM 6 ", 16 GA. TSC TRACK w/ (3) Y4" 0 x 13/4" MIN. EMBED. TAPCONS a 16" oz. (TYP.) (2) K.O. BLOCK COURSE TIE -BEAM (SEE PLAN FOR REINF.) GROUT CELLS SOL ID (TYP.) L 4 x 4 x 3%&" x CONT. WELDED TO EXIST. BEAM BOT. OF TIE BEAM OVERHANG BEYOND (2) K.O. BLOCK COURSE TIE -BEAM (SEE PLAN FOR REINF-) Ye" CONT. TYP. EXTERIOR CONCRETE WALK (SEE ARCH. 4 CIVIL DWGS. FOR STEP, SLOPE 4 RE INF.) ° x=r°=x x°Q x—x—x—x—x=a—x SEE FTG. SCHEDULE FOR SIZE AND REINF- 0 + + + + TOP OF + + t + PARAPET 14 -G' A. CLIP ANGLE w/ (3) @.111" PDF. 1� TOP OF a EXIST. STEEL MASONRY JOIST (TYP.) + • ::_: (SEE PLAN) EXIST. STEEL BEAM (SEE PLAN) 14 GA. CLIP ANGLE w/ (2) 4" 0 x 13/4" MIN. EMBED. TAPCONS AT EACH STUD 8"PRECAST LINTEL (SEE PLAN FOR SIZE AND REINF.) (1) K.O. BLOCK COURSE w/ (1) 05 CONT. 8" CMU WALL (SEE PLAN FOR VERT. AND HORIZ. REINF.) WINDOW OPENING (SEE ARCH. DWGcS.) (o ", 16 GA. TSC TRACK — 6 ", 16 GA. CSJ STUDS AT 16" oz. (TYP.) TOP OF STEEL BM. L3x3xYa"xCONT. WELD TO EA. HSS Ye" CONT. TYP. — STEEL BEAM (SEE PLAN) 14 GA. CLIP ANGLE w/ (4) 0.1i1" -0 P.D.F. (TYP.) MASONRY PIER BEYOND EXTERIOR ONCRETE WALK (SEE ARCH 4 CIVIL DWGS. FOR STEP, 6L.OFE 4 REINF.) ° x-x—rxa x x—x—x=[—x L x x�xx-x—x� x z-x—x— x=x x°=x-x—x °,R—xIx=.x As 3 �.1 d S4a <:7 7 7 SEE FTG. SCHEDULE FOR SIZE AND REINF. Spa SEAL �. r11 \gip MOUCHIR S. CHENOUDA PE # 69180 -coo oo rMntao N Q Nmu V J uJ � E Ld' o 0 u W J N m Ln 3 o � 000+� W M rtf g 00 00 V oW U _� ZW LJH Z ,0 W ° o JV ID v V W a�0 0 V) � Wa ms �Q~gym m o� Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 10-61 11 WALL SECTION SCALE: Y¢" = 1'-0" OWALL SECTION SCALE: -Y4' Sheet Sac METAL STUDS FRAMING NOTES I REVISIONS ley I Q G 1. COORDINATE ALL DIMENSIONS, SOFFIT HEIGHTS AND SECTIONS w/ ARCH. DWGS. 2. CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS FRAMING TO PROVIDE PROPER ALIGNMENT. CLIP ANGLES USED SHALL MATCH OR EXCEED THE METAL STUD GAUGE. 3. METAL STUDS, METAL TRUSSES AND CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL MEMBERS w/ (3) 0.111" 4) (MIN.) POWER DRIVEN FASTENERS. 4. METAL STUDS SHALL BE CONNECTED TO MASONRY w/ 14 GA. CLIP ANGLES w/ (2)Y4" 0 (MIN.) TAPCONS_ 5. METAL STUDS TO METAL STUDS CONNECTIONS SHALL BE PROVIDED w/ MINIMUM (4) No. 12-14 SCREWS. 6. REFER TO ARCH. DWGS. FOR SHEATHING. SHEATHING SHALL BE CONNECTED TO METAL STUDS w/ No. 12-14 SCREWS SPACED AT 6" oz. (MIN.). Z. STUD SIZES, GAUGES AND CONNECTIONS SHOWN ARE MINIMUM REQUIREMENTS. A SPECIALTY DELEGATE ENGINEER SHALL REVIEW ALL METAL STUDS FRAMING COMPONENTS AND INCREASE AS NEEDED. NEW L3x3x3i16"xCONT. \ � * ATTACHED TO EA. STUD w/ (3) 0.1'11" 4, P.D.F. CUT EXISTING METAL ROOF DECK AT STUD WALL FACE (SEE PLAN) EXIST. STEEL JOIST (TYP.) (SEE PLAN) 14 GA. CLIP ANGLE w/ (2) Y4" 0 x 13/4" MIN. EMBED. TAPCONS AT EACH STUD (TYP.) EXISTING 12" CMU WALL (FIELD VERIFY) EXISTING SLAB ON GRADE (FIELD VERIFY) (1) K.O. BLOCK COURSE w/ (1) *5 CONT. STANDARD 90• ACI HOOK 20'-8" TOP OF Y MASONRY ■■M - ri TIE 5EAM — d �— (2) K.O. BLOCK 6", 18 GA. CSJ STUDS 6", 18 GA. CSJ STUDS COURSE TIE -BEAM AT 24" o.c. MAX. AT 24" o.c. MAX. (SEE PLAN FOR REINF.) 8" CMU WALL w/ •5 VERT. ,m 16" o.c. MAX. DRILL 4 EPDXY (1) 03 -s 16" o.c. HORIZ. 16 -8' 16'-8" REINF. INTO EXISTING wc M WALL (TYP.) 6) - + TOP OF ♦ + TOP Or - PARAPET - - + + * + PARAPET 6 ", IS GA. CSJ STUDS 6 ", 18 GA. CSJ STUDS - AT 16" o.c. (TYP.) AT 16" o.c. (TYP.) L3x3xY4"xCONT. L 3 x 3 xY4" x CONT. + w/ 3/4" 0 SIMPSON TITEN HD 3! + ♦ w/ 3/4" 0 SIMPSON TITEN HD NT- NEW L 3 x 3 x �16 x CONT. w/ %x 0 SIMPSONTITENHD w/ M,, MIN. EMBED SPACED w/ 5Y2" MIN. EMBED SPACED * ATTACHED t0 EA. STUD- w! 5�" MIN. EMBED SPACED 71 6 3 -0 O.C. MAX. w/ (3) 0.171" 0 P.DF. 0 3'-0" o.c. MAX_ - 3'-0" O.C. MAX. METAL ROOF DECK METAL ROOF DECK - (SEE PLAN) (SEE PLAN) DRILL 4 EPDXY (1) S 8" EXISTING METAL FACE CUT EXISTING METAL ROOF DECK AT STUD WALL o c. VERT. REINF. INTO ROOF DECK ` * (SEE PLAN) * * EXISTING CMU WALL (TYP.) + + + + + + w/ 12" MIN EMBEDMENT 6", 16 GA_ TSC TRACK L 3 x 3 xY4" x CONT. ATTACHED TO EA. STUD w/ (3) 0.111" 0 P.D.F. 4", 18 GA. DIAGONAL CSJ STUDS AT 16" o.c. ALTERNATE BRACE DIRECTION EVERY OTHER STUD (TYP.) GROUT CELLS SOLID (TYP.) EXTERIOR CONCRETE WALK (SEE ARCH. 4 CIVIL DWGS. FOR STEP, SLOPE 4 RE INF.) d' X�-dXQ% XQ--% X-X'-Xa X-X SEE FTG. SCHEDULE FOR SIZE AND REINF. 6 ", 16 GA. TSC TRACK EXIST. STEEL JOIST (TYP.) 4", 18 GA. DIAGONAL (SEE PLAN) + ♦ CSJ STUDS AT 16" o.c. 9 -411 ♦ + ALTERNATE BRACE IV BOT. OF DIRECTION EVERY BEAM OTHER STUD (TYP.) 14 GA. CLIP ANGLE w/ (2) Y4" 0 x 13/4" MIN. EXIST. CONCRETE BEAM EMBED. TAPCONS (FIELD VERIFY) AT EACH STUD fl� 14 GA. CLIP ANGLE w/ (3) 0.17-1" 'p P.DF. L4x4xW6"xCONT. WELDED TO EXIST. BEAM STEEL BEAM (SEE PLAN) STOREFRONT SYSTEM (SEE ARCH. DWGS.) Ys" EXPANSION JOINT MATERIAL GROUT CELLS SOLID (TYP.) (FIELD VERIFY) EXISTING 12" CMU WALL (FIELD VERIFY) Y" EXPANSION JOINT MATERIAL EXIST. STEEL JOIST (TYP.) (SEE PLAN) EXISTING SLAB ON EXISTING SLAB EXTERIOR CONCRETE WALK EXTERIOR CONCRETE WALK ON (FIELD VERIFY)DE `FOR STEP, SLOPE(SEE ARCH. 4 I 4 REINF.) FOR S EP, SLOPE 4 RE L DUr3S. (SEE ARCH. 4 CIVIL INF.) ........._......... (FIE D VER DE — X—X — — - -X ..:: . , d �% X X d 4--X % X�-XQ X , . I- d G X-X-X-%-�-X. %-X-=X Q %'-X SEE FTG. SCHEDULE FOR SIZE AND REINF_ SEAL a . MOUCHIR S. CHENOUDA PE # 69180 Ql N Ln W �00M Ln p ap mo6 oo N � U- > V 00 `_Jx ' LL_ Lu F- N 0 � CI W J " m L g�2 �41 0 > 0 00 W z rn g �' oo W LLJ ZW 0 (jZ y- W v o JU Q v 0 o UW 3a: CT Lu m s vQ~� .: L? N m—� O JD Li Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 10-61 OWALL SECTION O WALL SECTION O WALL SECTION SCALE::Y4" 1' = -0" SCALE: %" = 1'-0" SCALE: %" = 1'-0" Sheet Sad a METAL STUDS FRAMING NOTES 1. COORDINATE ALL DIMENSIONS, SOFFIT HEIGHTS AND SECTIONS w/ ARCH. DUGS. 2. CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS FRAMING TO PROVIDE PROPER ALIGNMENT. CLIP ANGLES USED SHALL MATCH OR EXCEED THE METAL STUD GAUGE. 3. METAL STUDS, METAL TRUSSES AND CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL MEMBERS w/ (3) 0.111" 4; (MIN.) POWER DRIVEN FASTENERS. 4. METAL STUDS SHALL BE CONNECTED TO MASONRY w/ 14 GA. CLIP ANGLES w/ (2) Y4" -0 (MIN.) TAPCONS. 5. METAL STUDS TO METAL STUDS CONNECTIONS SHALL BE PROVIDED w/ MINIMUM (4) No. 12-14 SCREWS. 6. REFER TO ARCH. DWGS. FOR SHEATHING. SHEATHING SHALL BE CONNECTED TO METAL STUDS wl No. 12 -14 SCREWS SPACED AT 6" ox— (MIN.). -1. STUD SIZES, GAUGES AND CONNECTIONS SHOWN ARE MINIMUM REQUIREMENTS. A SPECIALTY DELEGATE ENGINEER SHALL REVIEW ALL METAL STUDS FRAMING COMPONENTS AND INCREASE AS NEEDED. EXISTING METAL ROOF DECK (SEE PLAN) ik 1&1-811 'V TOP OF PARAPET NEW L 3 x 3 x %" x CONT. ATTACHED TO EA. STUD w/ (2) 0.111" P P.D.F. .—I 1r t--*,11&'f'M I.-- kAt--'P A I 6", 18 GA. CSJ STUDS (1) K.O. BLOCK --\ F STANDARD AT 24" o.c. MAX. COURSE w/ (1) 05 130' ACI HOOK I CONT. ro ", Iro GA. TSC TRACK 13--8 1/2" OIL TOP OF \-F PARAPET 12'-3" OL TOP OF \4v STEEL IBM. L 3 x 3 x)4"' x CONT. WELD TO EA. HSS ro", 16 GA. CSJ STUDS AT 1611 o.c. (TYP.) 14 GA. CLIP ANGLE wl (2) 0.111" 0 F.D.F. (TYP.) MASONRY PIER BEYOND 161-81, TOP OF MASONRY GROUT CELLS SOLID (TYP.) 6", 16 GA. TSC TRACK w/ (3) Y4" 4, x 13/4" MIN. EMBED. TAPCONS 0 16" oz. (TYP.) METAL ROOF DECK (SEE PLAN) m 6 DECK 5RG4dL MATCH '-4F — — — — — — — — — — — EXISTING L 3 x 3 xY4" x CONT. W/ 3/4" 0 SIMPSON TITEN HD w/ 5�" MIN. OIL 50T. OF TIE BEAM EMBED SPACED a ---r- 3'-0" o.c. MAX. 6", 18 GA. CSJ STUDS AT 16" o.c. (TYP.) BAR JOIST (SEE PLAN) (2) K.O. BLOCK (2) K.O. BLOCK COURSE TIE -BEAM COURSE TIE -BEAM (SEE PLAN FOR REINF.) (SEE PLAN FOR REINF.) _9'-411 50T. OF L INTEL 8" PRECAST LINTEL 14'**� (SEE PLAN FOR SIZE AND REINF.) 84a DOOR (SEE ARCH.) X" EXPANSION JOINT MATERIAL EXTERIOR CONCRETE WALK (SEE ARCH- 4 CIVIL DWGS. SLAB ON GRADE FOR STEP, R!EINF-) (SEE PLAN) �A +01-011 'IV TOP OF —X—X—i=3t�---!X—K—X=X—X—X—X=C—X—X —x—x XX 17 k-x-x-x SLAB — oWALL SECTION oWALL SECTION 1 SCALE: Y4" = 1'-0" - - I SCALE: 3/4" m 1'-0" 4 • 84a REVISIONS BY E 0 T 0 CIO @) 7 C) v Cd C\J uu 1231 1-0 a CN 03 ti C--) C\J ti 70 ti Cq ti 'r- rr in. ............ . . . . . . . . . . . . . . . . . . i K!, . . . . . . . .... ..... . ........... . . . . . . . . . . . . . . . SEAL MOUCHIR S. CHENOUDA PE # 69180 0) r-i Ln 00 Cn Ln C) 00 rn 't 00 rn o6 r'4 _J u- rn N cn U Z) 00 < LL Lu D E Ln 0 u LAI ca 00 > 2 06 4'n ors rn fSf C* 00 0 uJ 0 LL- Ld 0 ZiF- L)z 4- Ld C 0 0 0 LiJ D CT LL. v 0—mv) LLJO :3 <z 0 0 LJJ m iR 0 LL. Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 10-61 Sheet Sae METAL STUDS FRAMING NOTES REVISIONS I BY 0 I. COORDINATE ALL DIMENSIONS, SOFFIT HEIGHTS AND SECTIONS w/ ARCH. DWGS. 2. CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS FRAMING TO PROVIDE PROPER ALIGNMENT. CLIP ANGLES USED SHALL MATCH OR EXCEED THE METAL STUD GAUGE. 3. METAL STUDS, METAL TRUSSES AND CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL MEMBERS w/ (3) 0.111" 0 (MIN.) POWER DRIVEN FASTENERS. 4. METAL STUDS SHALL BE CONNECTED TO MASONRY w/ 14 GA. CLIP ANGLES w/ (2) Y4" 0 (MIN_) TAPCONS. 5_ METAL STUDS TO METAL STUDS CONNECTIONS SHALL BE PROVIDED w/ MINIMUM (4) No. 12-14 SCREWS. 6. REFER TO ARCH. DWGS. FOR SHEATHING. SHEATHING SHALL BE CONNECTED TO METAL STUDS w/ No. 12-14 SCREWS SPACED AT 6" oz. (MIN.). -1. STUD SIZES, GAUGES AND CONNECTIONS SHOWN ARE MINIMUM REQUIREMENTS. A SPECIALTY DELEGATE ENGINEER SHALL REVIEW ALL METAL STUDS FRAMING COMPONENTS AND INCREASE AS NEEDED. (1) K.O. BLOCK STANDARD (1) K.O. BLOCK STANDARD (1) K.O. BLOCK STANDARD COURSE w/ (I) 05 F90' ACI HOOK COURSE w/ (l) *5 90" ACI HOOK COURSE w/ (I) *5 90` ACI HOOK CONT. CONT. CONT. L3x3xY4" xCONT. TYP. 2" METAL ROOF DECK (SEE PLAN) Me BAR JOIST --� (SEE PLAN) I L 6 x 4 x 3/9" x 1'-0" (LLV) I w/ Y4" STIFFNER P- I w/ (2) 3/4" 4) SIMPSON TITEN I HD w/ M" MIN. EMBED t 6" PRECAST LINTEL (SEE PLAN FOR SIZE AND REINF.) 8" CMU WALL (SEE PLAN FOR VERT. AND HORIZ. REINF.) ■E V" EXPANSION JOINT MATERIAL SLAB ON GRADE (SEE PLAN) ik # 0 -0 qV TOP OF x-X-X : X-X-X-X-X- X-x-% x=X-X- SLAB TOP OF MASONRY ®, jj� 21 I_ GROUT CELLS SOLID (TYR.) - 6 ", 16 GA_ TSC TRACK w/ (3) Y4" m x 13/4" MIN. EMBED. TAPCONS -9 16" oz. (TYR.) JST_ BRG. OL MATCH EXISTING 12' -0" BOT. OF TIE BEAM - 6 ", 18 GA. C5J STUDS AT 16" o.c. (TYR.) `- (2) K.O. BLOCK I COURSE TIE -BEAM (SEE PLAN FOR REINF.) / BOT4OF LINTEL Spa WINDOW OPENING (SEE ARCH. DWCsS.) EXTERIOR CONCRETE WALK (SEE ARCH. 4 CIVIL DWGS. FOR STEP, SLOPE 4 REINF.) �x:_x x x k—x -4x—x 9 L 3 x 3 xY4" x CONT. TYR _ %," V 2„ METAL ROOF DECK (SEE PLAN) BAR JOIST (SEE PLAN) L 6 x 4 x 3/9" x 1'-0" (LLV) w/ Y4" STIFFNER P_ w/ (2) 3/4" 0 SIMPSON TITEN HD w/ 5,�" MIN. EMBED )�" EXPANSION JOINT MATERIAL SLAB ON GRADE (SEE PLAN) 0'-0 TOP OF - X—X—X — „%—%—%—X—%�X—X—% X=%—X— SLAB r r 16' - 8" TOP OF MASONRY GROUT CELLS SOLID (TYR.) - 6", 16 GA_ TSC TRACK w/ (3) Y4" 40 x 13/4" MIN. EMBED. TAPCONS G 16" o c. (TYR,) L3x3xY4"xCONT. TYR. 3�6�� 2 METAL ROOF DECK (SEE PLAN) 16'-8" TOP OF MASONRY / JST. BRG. OL JST. BRG. OL MATCH - MATCH EXISTING EXISTING OIL 12'-0" « « BOT. OF BOT. OF TIE BEAM r, TIE BEAM 6 ", IS GA. CSJ STUDS AT 16" o.c. (TYR.) A « BAR JOIST (2) K.O. BLOCK « (2) K.O. BLOCK (SEE PLAN) COURSE TIE -BEAM CSEE PLAN FOR REINF.) COURSE TIE -BEAM (SEE PLAN FOR REINF.) L 6 x 4 x 3/s" x 1'-0" (LLV) w/ Y4" STIFFNER M -- w/ (2) 3/4" 0 SIMPSON TITEN - HD w/ 5h" MIN. EMBED - 8" CMU WALL (SEE PLAN FOR VERT. AND HORIZ. REINF.) �-- EXTERIOR CONCRETE WALK (SEE ARCH. 4 CIVIL DWGS. FOR STEP, SLOPE 4 REINF.) �-•-x x—x—x—x 9 x k—x=x—x G q. c 8" CMU WALL (SEE PLAN FOR VERT. AND HORIZ_ REINF.) X Im Y2" EXPANSION - JOINT MATERIAL - EXTERIOR CONCRETE WALK (SEE ARCH. 4 CIVIL DWGS. - - SLAB ON GRADE FOR STEP, SLOPE 4 REINF.) I' A (SEE PLAN) ±0-0 TOP OF x-x-x: ,'-x-x-x-x-x-x-x. X=X-x- -x a-x-x-x 4 x-k-x x-x SLAB I � I\_ Q84a SEAL MOUCHIR S. CHENOUDiA PE # 69180 0)Nu1 �00m "' u"000 rmn�tao 00 N _ U- d +'.. N fnV V 00 Jx �" Lu `n «.•.. V u 3 LLI � J � m 00 u gam` U, o6 z my W g �' U CC !' 00 00 Lu F7J� oJZ U '0 W v ° J L) Q v L) W :� C 0m N � W � L � .s o W N m ERLI) OM Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MSC Drawn: O WALL SECTION WALL SECTION 101 WALL SECTION SCALE: %" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" Sheet SY a i WALL SECTION 101 SCALE: V4" = 1'-0" (1) K.O. BLOCK COURSE w/ (1) *5 CONT. L 3 x 3 xY4" x CONT. 4 TYP. 3�62 EXISTING METAL 54G METAL ROOF DECK METAL ROOF DECK ROOF DECK (SEE PLAN) (SEE PLAN) (SEE PLAN) 1 :a NEW BAR JOIST (TYP.) (SEE PLAN) A LE+x4x%11x1'-0"(LLV)-J w/ Y4" STIFFNER fiE w/ (2) 3/4" P SIMPSON TITEN - HD w/ 5Y2" MIN. EMBED (TYP.) V" EXPANSION JOINT MATERIAL SLAB ON GRADE (SEE PLAN) x—x—x.-7x—x—x,—x—x—x—x—x-rx—x—x11 - 3 A STANDARD 90" ACI HOOK lro'-a" OL TOP OF MASONRY JST. BRCS. OIL MATCH EXISTING 8" CMU WALL (SEE PLAN FOR VERT. AND HORIZ. REINF.) r- EXTERIOR CONCRETE WALK (SEE ARCH. 4 CIVIL DWGS. FOR STEP, SLOPE E REINF_) x—x x—x x—x—x—x—x—x—x •° j�/ice �/i:�/ �/ IZI UL Il - O A 4 I Q84a METAL STUDS FRAMING NOTES 1. COORDINATE ALL DIMENSIONS, SOFFIT HEIGHTS AND SECTIONS w/ ARCH. DWGS. 2. CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS FRAMING TO PROVIDE PROPER ALIGNMENT. CLIP ANGLES USED SHALL MATCH OR EXCEED THE METAL STUD GAUGE. 3. METAL STUDS, METAL TRUSSES AND CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL MEMBERS w/ (3) 0.111" 0 (MIN.) POWER DRIVEN FASTENERS. 4. METAL STUDS SHALL BE CONNECTED TO MASONRY w/ 14 GA. CLIP ANGLES w/ (2) Y4" -0 (MIN.) TAPCONS_ 5_ METAL STUDS TO METAL STUDS CONNECTIONS SHALL BE PROVIDED w/ MINIMUM (4) No. 12-14 SCREWS. 6, REFER TO ARCH. DWGS. FOR SHEATHING. SHEATHING SHALL BE CONNECTED TO METAL STUDS w/ No. 12-14 SCREWS SPACED AT (o" o.c. (MIN.). -1. STUD SIZES, GAUGES AND CONNECTIONS SHOWN ARE MINIMUM REQUIREMENTS. A SPECIALTY DELEGATE ENGINEER SHALL REVIEW ALL METAL STUDS FRAMING COMPONENTS AND INCREASE AS NEEDED. REVISIONS isy FILL JOINT WITH LIQUID SEALER ■ W.WF. (SEE PLAN) _ Q !L X—X—x—X � 7[—%- G J( CW �j�\ .■\ ■■ WELL COMPACTED SOIL 3/16" SAW CUT JOINT WITHIN 12 HRS. MAX. OF CONCRETE PLACEMENT X—X,X—X—x—X—x—x---r <7 CUT ALTERNATE WIRES ALONG SAWCUT LINE Q 1 1/211 p- W.W.F. LI.U(SEE PLAN) KEYWAY TO BE USED BY W CONTRACTOR BETWEEN POURS —x—x—x—.�-1,—x x—xx-x—x—x—x—x /\ ■ WELL COMPACTED SOIL NEW SLAB ON GRADE (SEE PLAN) W.W.F. (SEE PLAN) d 0. X_X, 7,c/—x—x x— Lu c■ �G \■■ WELL COMPACTED SOIL (1) 05 CONT. 1/2" EXPANSION JOINT MATERIAL EXISTING SLAB ON GRADE all v DRILL 4 EPDXY 04 x 2'-0" a 16" oz. iz" EXPANSION SECOND POUR JOINT MATERIAL r— — — — — — — — — — — — — — — — I I I I I I I SAW CUT JOINT (TYP.) I I I vD, irv� I I L— — — — — — — — — HSS COLUMN (SEE PLAN) 31/2" 31/2" 1 1/2 A 1 1/2" BASE iE 3/4" X 10" X 10" w/ (4) 3/4" 0 ANCHOR cn RODS F1554-GR 36 ON 2" NON -SHRINK GROUT w/ LEVELING NUTS m HSS COLUMN SLAB ON (SEE PLAN) GRADE (SEE PLAN) I SECOND POUR SEE PLAN V" EXPANSION TOP OF JOINT MATERIAL SLAB ,_x—X., [> X.=X—X—x. . . V j SEE PLAN OIL TOP OF n FTG. c IIP II " U 3" CLR SEE FTG. PLAN FOR SIZE AND REINF. WELL COMPACTED I£y8"x3"x3" SOIL (TYP.) 101 DETAIL „ 2 DETAIL „ ■ DETAIL „ O DETAIL, ■ DETAIL , SCALE: I - 1'-0" O SCALE: I = 1'-0" SCALE: I = 1'-0" SCALE: 3/4 = 1 -0 SCALE: /4 - 1 -0 BASE fR Y4" x 12" x 1211 w/ (4) 3/4" 0 ANCHOR RODS 1=I554-GR 36 ON 2" NON -SHRINK GROUT w/ LEVELING NUTS HSS COLUMN SLAB ON (SEE PLAN) GRADE (SEE PLAN)� SECOND POUR E DP R SEE PLAN V' EXPANSION TOP OF JOINT MATERIAL SLAB r �x—x. x-r-x-x—x r r y ,.r., I .1 SEE PLAN TOP OF 4 c �� FTG. II II U 3" CLR SEE FTG. PLAN FOR SIZE AND REINF. WELL COMPACTED P ys " x 3" x 3° SOIL (TYP.) ■� DETAIL SCALE: 3/4" = 1'-0" STANDARD 90' TIE -BEAM ACI HOOK (TYP.) (SEE PLAN FOR RE INF.) I O [1 ULu EXISTING CONC./T I E - BEAM Z (FIELD VERIFY) �_ X w DRILL 4 EPDXY EXISTING VERT. CMU REINF. CMU/CONC. INTO EXIST. CMU/ WALL CONC. w/ 12 " MIN. EMBEDMENT 11 DETAIL SCALE: N.T.S. 8" CMU WALL (SEE PLAN FOR REINFORCEMENT) V" EXPANSION JOINT MATERIAL SLAB ON GRADE (SEE PLAN) SEE PLAN TOP OF SLAB x-X-x-X�x4.X x- WELL - COMPACTED SOIL GROUT ALL CELLS - SOLID BELOW ' GRADE ) lL 12 DETAIL SCALE: 3/411 = 1'-0" h 8" w U N EXTERIOR CONCRETE WALK (SEE ARCH. 4 CIVIL DWGS. FOR STEP SLOPE 4 REINF.) SEE PLAN OL TOP OF FTG. SEE FTG. SCHEDULE FOR SIZE AND REINF. V' EXPANSION JOINT MATERIAL (1) 05 CONT. — SLAB ON GRADE (SEE PLAN) ■ SLAB al a x-x x WELL - COMPACTED SOIL GROUT ALL CELLS - SOLID BELOW ' GRADE J M ■� DETAIL SCALE: 3/4" = 1'-0" 13 DETAIL SCALE: 3/4'1 = 1'-0" l 3" CLR EXTERIOR INTERIOR STOREFRONT (SEE ARCH. DWGS.) EXTERIOR CONCRETE WALK (SEE ARCH. 4 ua CIVIL DWGS. FOR cL j STEP, SLOPE 4 REINF.) �x — x— x— x— x— x SEE PLAN OIL TOP OF FTG. SEE FTG. SCHEDULE FOR 51ZE AND REINF. •ice��!.► �► 11Z4 _•ice► =I��- CMU WALL kz" EXPANSION JOINT MATERIAL (1) 05 CONT. EXISTING CMU WALL (FIELD VERIFY) SLAB ON GRADE (SEE PLAN) SEE PLAN :z: EXISTING SLAB TOP OF ON GRADE (FIELD VERIFY) SLAB X4-x-x�X-x'x !Y WELL U SEE PLAN COMPACTED OL TOP OF SOIL EXIST. FTG. EXISTING FOOTING (FIELD VERIFY) ■I DETAIL SCALE: 3/4" I'-0" DRILL 4 EPDXY (1) *3 6 16" or-. HORIZ. REINF. INTO EXISTING CMU WALL (TYP.) w/ MIN EMBED. 6" NEW CMU WALL _ SEE FTG. SCHEDULE FOR SIZE AND REINF. DRILL 4 EPDXY (3) 05 x 2'-8" 10 I DETAIL SCALE: 3/4" = P-0" L INTEL SCHEDULE MARK WIDTH TOTAL DEPTH • OF K.O. BLOMS K.O. REINR TYPE REM�4RK$ L -1 8" 811 - - A PRECAST L-2 8" 16" 1 (1) "5 B PRECAST 1. LINTEL MIN. BEARING SHALL BE 8" ON EACH END, 2. PRECAST 1 PRESTRESSED CONCRETE LINTELS SHALL BE NOTCHED AT EACH END TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING FILLED LINTELS AS REQUIRED. 4. PROVIDE (1) KNOCK -OUT BLOCK w/ (1) 05 MIN. SILL BEAM BELOW OPENINGS U.N.O. ON DWGS. 1� DETAIL SCALE: N.T.S. EXISTING CMU WALL EXISTING FOOTING (FIELD VERIFY) 8" PRECAST / PRESTRESSED LINTEL w/ (1) 05 FULLY GROUTED 1L SEE ARCH_ w BOT. OF _' L�l LINTEL IDTH TYPE "All KO. BLOCKS FULLY GROUTED (SEE SCHEDULE FOR REINF.) 8" PRECAST 1 PRESTRESSED _ 4 LINTEL w/ (1) 05 FULLY GROUTED SEE ARCH. •' ` j •' BOT. OF LINTEL IDTH TYPE PE 11511 SEAL r f� MOUCHIR S. CHENOUDA PE # 69180 �Nu1 W in0M LOCO Moo -4U J W V x " � JoeN uJ > v J W m > U,00 v oo6 Z M cd sLLJ am u 00 00 UJ 'V r F U II. ZW LJH '0 U W a oJVmv va �� o UWnU; � La < L =vQ~� aai .� L? N L.L.L. Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 10-61 Sheet S4a REVISIONS E Y STANDARD 90° ACI HOOK L 3 x 3 x Y4" x CONT. (1) K.O. BLOCK WELD ANGLE TO EACH JOIST COURSE w/ Ci) "5 CONT. SEE PLAN TOP OF T,�-�, =-- == MASONRY 3/&ii 2" METAL ROOF DECK ° (SEE PLAN) - SEE PLAN JOIST \-F BEARING SEE PLAN m[,\ BOT. OF TIE BEAM a BAR JOIST (2) K.O. BLOCK (SEE PLAN) - COURSE TIE -BEAM (SEE PLAN FOR REINF.) L6x4x3/s"xl'-0"(LLV) w/ Y4" STIFFNER e -- w/ (2) 3/4" 0 SIMPSON TITEN HD w/ 5" MIN. EMBED 8" CMU WALL (SEE PLAN FOR VERT. AND HORIZ. REINF.) 0 0 O 157 SCALE: Y4" = 1'-0" DECK "rO)T4 4. OF SUPPORT (JOIST / BEAM / WALL) METAL ROOF DECK (3) SPAN MIN. (SEE PLAN) STANDARD SO' ACI HOOK METAL ROOF DECK (SEE PLAN) L3x3xY4"xCONT. J w/ 3/4" 0 SIMPSON TITEN HD w/ 5Yz" MIN. EMBED SPACED 6 3'-0" o.c. MAX. BAR JOIST (SEE PLAN) 8" CMU WALL (SEE PLAN FOR VERT. AND HORIZ. REINF.) 0�DETAIL SCALE: 3/4" = P-0" EMBED IE CONNECTION (SEE DETAIL 4/84b) STEEL BEAM J (SEE PLAN) a" CMU WALL (SEE PLAN) EMBED IE CONNECTION (SEE DETAIL 4/64b) STEEL BEAM (SEE PLAN) 8" CMU WAl (SEE PLAT STANDARD — SO* ACI HOOK (1) K.O. BLOCK COURSE w/ (1) 05 CONT. L 3 x 3 x Y4" x CONT. w/ 3/4" 4, SIMPSON TITEN HD SEE PLAN w/ 5�" MIN. EMBED TOP OF SPACED g V -O" o.c. MAX. MASONRY METAL ROOF DECK (SEE PLAN) BRACING L's AS PER JOIST MANUF. SEE PLAN DECK � BEARING SEE PLAN ih BOT. OF TIE BEAM (2) K.O. BLOCK COURSE TIE -BEAM (SEE PLAN FOR REINF.) a. .a . 4 J (- ELEVATION W ul -.ONCRETE CAP N BAR JOIST (SEE PLAN) L3x3xY4" w/ (3) 5/8" 0 SIMPSON TITEN HD w/ MIN. EMBED. IN GROUT FILLED CMU CELLS OIDETAIL SCALE. 3/4" = P-0" EMBED IE CONNECTION (SEE DETAIL 4/64b) STEEL BEAM —J (SEE PLAN) 8" CMU WALL (SEE PLAN) (1) K.O. BLOCK COURSE w/ (1) 05 CONT. SEE PLAN A-\ TOP OF MASONRY SEE PLAN mp]�-o BEARING SEE PLAN gL BOT. OF = TIE BEAM - (2) K.O. BLOCK COURSE TIE -BEAM (SEE PLAN FOR REINF.) `— 8" CMU WALL (SEE PLAN FOR VERT. AND HORIZ. REINF.) d [L ELEVATION w W N EMBED IE CONNECTION CONCRETE CAP (SEE DETAIL 4/54b) iNOW m STEEL BEAM —7 V-4" 8" CMU WALL (SEE PLAN) (MIN.) (SEE PLAN) MIN. SHEAR CONNECTION SCHEDULE STEEL BEAM —7 V-4" 8" CMU WALL (SEE PLAN) (MIN.) (SEE PLAN) MIN. SHEAR CONNECTION SCHEDULE gE,gM SIZE NO. OF: EfOLTB MW PIA.) SHEAR ANGLE/PLATE LENGTH EMBED It NO.OF HEIGHT THICK. StUDB WS,W10 2 4 W 12, W 14 3 9" 12" YZ" 6 W 16, W IS 4 12" 15" 5/s" ro W 21 5 15" IS" 5/s" $ W 24 62111 21" 3/4" 8 W 21 1 21" 24" 3/4u 10 o�DETAIL SCALE: N.T.S. METAL ROOF DECK (SEE PLAN) STEEL JOIST (SEE PLAN) STEEL BEAM (SEE PLAN) THICKNESS 31 6" NOTES: 1. SCHEDULE IS FOR MINIMUM SHEAR CONNECITON REQUIREMENTS. CONNECTIONS SHALL BE DESIGNED BY STEEL FABRICATOR AND SHOP DRAWINGS SUBMITTED TO ENGINEER OF RECORD FOR APPROVAL. 2. PROVIDE A 24" MIN. CONCRETE CAP AT MASONRY WALLS WHERE STEEL BEAM FRAME. FILLED CELL VERTICAL REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONCRETE CAP. 3. SHIP DOUBLE SHEAR ANGLE/PLATE LOOSE AND TACK WELD NUT TO BOLT AFTER BEAM ERECTION. 4. SHEAR PLATE THICKNESS SHALL MATCH, AS A MIN., BEAM WEB. EMBED IE w/ 3/4" 0 x 6" — HEADED STUDS AND L I x 1 x Ye" (WELDED) CONCRETE COLUMN, BEAM, WALL OR CAP STEEL BEAM (SEE PLAN) ANGLE/PLATE w/ SLOTTED HOLES CANTILEVER METAL ROOF DECK (SEE PLAN) (SEE PLAN) STEEL JOIST (SEE PLAN) 1/2 " 36„ 2„ TYP. — — — — — — SEE PLAN JST./BRG. I T.O. BEAM �L2.�x2,�x3AT EVERY OTHER JOIST TYP. 117 STEEL BEAM (SEE PLAN) STIFF. iE Y4" SLOTTED THRU HSS COLUMN (TYP.) DETAIL O DETAIL O DETAIL � DETAIL SCALE: 3/4" = I'-0" O SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" + - WELDS AT + COPED BEAM N SHEAR CONNECTION PERIMETER PER RISC (TYP.) (SEE DETAIL 4/64b) SUPPORT 6 " + o.c. MAX. + + + (0) J Ij TEK SCREWS AT SIDELAP (TYP.) JJ SEE PLAN FOR C (� • J SCREW SIZE AND +JJ + PATTERN PER J JJ SIDELAP BETWEEN J SUPPORTS JJJ 1 J JJ + I • L + PUDDLE WELDS AT SUPPORTS (TYP.) JJJ + SEE PLAN FOR WELD STEEL BEAM PATTERN PER DECK (SEE PLAN) WIDTH AT SUPPORTS FILLER SHEET At PERIMETER SUPPORT ODETAIL SCALE: N.T.S. 1m DETAIL SCALE: 2" = 1'-0" JOIST SPAN EQUAL EQUAL Ild .1 CONC. LOAD GONG. LOAD UNIFORM LOAD UNIFORM LOAD SPECIAL JOIST LOADING SCHEDULE MARK CONCENTRATED LOAD (LBS) UNIFORM LOAD (1-11156 / FT) SP-JST 1 1000 240 SP-JST 2 SP-JST 3 JOIST MANUFACTURER SHALL DESIGN THE SPECIAL JOISTS (SP-JST) CARRYING CONCENTRATED LOAD ALONG WITH UNIFORM LOAD AS PER THE ABOVE TABLE AND THE FOLLOWING LOAD CASES: CASE 1 UNIFORM LOAD + CONC. LOAD AT 1'-O" FROM JST. SUPPORT CASE 2 UNIFORM LOAD + GONG. LOAD At JOIST MIDSPAN 11 DETAIL SCALE: N.T.S. L 2)�x2)�xY4" STEEL JOIST TYP. Ys" (SEE PLAN) NEAREST PANEL POINT ON TOP CHORD CONCENTRATED LOAD OUTSIDE PANEL POINT NEAREST PANEL POINT ON BOTTOM CHORD L 2XZ x 2� x Y4" CONCENTRATED LOAD OUTSIDE PANEL POINT YW 12 DETAIL SCALE: N.T.S. TYP. `— STEEL JOIST (SEE PLAN) 13 DETAIL SCALE: N.T.S. Y4" STIFFNER P- ON I EACH SIDE OF STEEL BEAM WEB CAP fE 3/4" w/ (4) 3/4" 0 A325 BOLTS HSS COLUMN I (SEE PLAN) 0 0 U U y 0 IOUco U Q � �; as zs 0 �U U _ 3x .' N � � . NSaC. 19 U o ' ro Q ¢ � 00 .0 3 0 S3 ti cu N mti ti ti N ti a SEAL n 4 d! 01<1 MOUCHIR S. CHENOUDA PE # 69180 c W N Lm �OoM -000 `Ce ; MIT ao ,6 N emu �00 LL uJ E j W m �, L 00 V Q � i J Ln , O 00 �_ Q/ L LI Z M � Q "' w/ J � U 00 00 U ZW J I— L U '0 W o 0JU Lv O v O W V) C 0 y -C �U L L A .5 0 L? N m � � D Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MSC Drawn: �r•7:1�[�II•�i Sheet Sob M EDICAL C�,43 NOT�3 EDICAL GAS SYSTEM DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING RD DRAWINGS WHICH MAY NOT REFLECT ACTUAL FIELD CONDITIONS. THE ACTOR SHALL VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS ND NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY OF INCONSISTENCIES EN THE DRAWINGS AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH RUCTION. ONTRACTOR SHALL NOtfFY THE ARCHITECT /ENGINEER fMMEDIATELY OF THE WORK INDICATED IN THE CONTRACT DOCUMENTS CANNOT RFORMED DUE TO EXISTING FIELD CONDITIONS. 3. THIS CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE MEDICAL GAS SYSTEMSt INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT AND CONNECTIONS TO EXISTING SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR TESTING, AND FOR SATISFACTORY OPERATION OF THE SYSTEMS. 4. THIS CONTRACTOR SHALL PROVIDE ROUTING AND OFFSETS NECESSARY TO AVOID CONFLICT WITH STRUCTURE, FINISHES, AND WORK OF OTHER TRADES. 5. WALL AND PARTITION CONSTRUCTION AND THICKNESS FOR MEDICAL GAS OUTLETS, VALVES t PIPING AS INDICATED SHALL BE AS PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS AND APPROVED SHOP DRAWINGS. 6. THE MEDICAL GAS PIPING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-99 (2005) STANDARDS, APPLICABLE CODES, REGULATIONS AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 1. ALL MEDICAL GAS WALL OUTLETS SHALL BE CHEMTRON COMPATABLE CONNECTION STYLE UNLESS OTHERWISE NOTED - CONTRACTOR TO FIELD VERIFY COMPATA151LITY OF ALL MED GAS OUTLET REQUIREMENTS PRIOR TO CONSTRUCTION. 5. THE NEW MASTER AND AREA ALARM PANELS SHALL BE TESTED BEFORE FINAL AHCA INSPECTION. PROVIDE ALL LABOR AND MATERIAL FOR PROPER OPERATION OF THE ALARM SYSTEM. 9. AFTER COMPLETION OF THE SYSTEM INSTALLATION, THE SYSTEM SHALL BE PURGED AND TESTED AS OUTLINED IN NFPA-99 (2005). PLUMBING CONTRACTOR SHALL PROVIDE THE OWNER W/TEST REPORT AND MEDICAL GAS SYSTEM CERTIFICATION DOCUMENT PRIOR TO USE OF THE SYSTEM. 10. SEE PLAN FOR MEDICAL GAS PIPE SIZING. 11. MEDICAL GAS PIPING SHALL BE SEAMLESS COPPER TUBING, TYPE "K" OR "L", HARD TEMPER, ASTM 8-819 FOR ASSEMBLY WITH SOLDERED FITTING AND SHALL BEAR OF THE FOLLOWING MARKINGS: OXY, MED, OXY/MED, ACR/OXY OR ACR/MED. PIPING DELIVERED ON SITE FOR MEDICAL GAS INSTALLATION SHALL BE CLEANED AND CAPPED ON BOTH ENDS. FITTING AND JOINTS SHALL BE WROUGHT COPPER DESIGNED FOR BRAZING. FOR PIPING ASSEMBLY AN APPROVED SILVER BRAZING ALLOY (BAG SERIES) HAVING OVER 1000 F DEGREES MELTING POINT TEMPERATURE SHALL BE USED. AIRCOSIL FLUX OR EQUAL SHALL BE EMPLOYED. BORAX AND ALCOHOL MIXTURES OR RESINS AND SIMILAR PASTE FLUXESSHALL NOT BE USED 12. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT / ENGINEERS APPROVAL FOR ALL EQUIPMENT AND MATERIAL SHOWN OR SPECIFIED ON THE DRAWINGS. 13. PROVIDE APPROVED MEDICAL GAS IDENTIFICATION MARKS FOR ALL MEDICAL GAS PIPING. MAXIMUM DISTANCE BETWEEN MARKS SHALL BE MAX. 15'-0" 14. THE ENTIRE INSTALLATION AND WORKMANSHIP SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR OF FINAL ACCEPTANCE AND CERTIFICATIONS. 15. PROVIDE MEDICAL GAS SYSTEM CERTIFICATION REPORT BEFORE FINAL INSPECTION. CERTIFICATION TO BE PROVIDED BY INDEPENDENT THIRD PARTY AGENCY SUCH AS MCMC OR EQUAL. 16. ALL LOW VOLTAGE ALARM WIRING t0 BE PULLED t INSTALLED BY MEDICAL GAS EQUIPMENT SUPPLIER AND TO INCLUDE FINAL TERMINATIONS. O MEDICAL GAS NOTES, EQUIPMENT SCHEDULES t LEGEND N.i.5. MEDICAL GAS SET INDEX MG1 MEDICAL GAS NOTES, SCHEDULES t LEGEND MG2 MEDICAL GAS FLOOR PLAN MG3 MEDICAL GAS DETAILS MEDICAL GAS LEGEND DESCRIPTION SYMBOL NEW VACUUM PIPING — — — —V— — — — NEW OXYGEN PIPING 0 NEW POINT OF CONNECTION NEW PRESSURE TRANSDUCER SWITCH ■ NEW MASTER AREA ALARM PANEL r-= MEDICAL GAS WALL OUTLET T_= O NEW GAS ZONE VALVES AND BOX W/PRESSURE GAUGE ASSEMBLIES A.HJ. AUTHORITY HAVING% JUR16DICTION U.OTL UNLESS OTHERWISE NOTED AFF ABOVE FINISHED FLOOR P:C. PLUMBING CONTRACTOR G C. I GENERAL CONTRACTOR MEDICAL N��E QUIF MENT 3CNEDULE MARK DESCRIPTION MARK DESCRIPTION OUTLET OWALL ONE (l) OXYGEN (1) VACUUM OUTLET t ll) WALL SLIDE THE VACUUM PUMP PACKAGE ASSEMBLY SHALL INCLUDE DIRECT DRIVEN VACUUM PUMPS, MEDICAL SERVICE OUTLETS SHALL BE CONCEALED WALL OUTLETS, COMPLETE ASSEMBLY GAL VACUUM RECEIVER (ASME CODE STAMPED), INTAKE PIPING, FLEXIBLE TYPE G>111CK-CONNECT CHEMTRON COMPATIBLE FROM AMIGO: CHE CONNECTORS, ISOLATION VALVES, CHECK VALVES, NTERWNNECTING PIPING AND FITTINGS, FORQJICOXYGEN: �N CT -OXY DUPLEX CONTROL SYSTEM (NEMA 12 t U.L. LABELED), THE CONTROL SYSTEM SHALL PROVIDE AUTOMATIC LEAD/LAG SEQUENCING WITH CIRCUIT BREAKER DISCONNECTS FOR FOR VACUUM: 40-CHWAL-U-VAC EACH VACUUM PUMP WITH EXTERNAL OPERATORS, FULL VOLTAGE MOTOR STARTERS WITH WALL SLIDE 00-WALOLIDE OVERLOAD PROTECTION, REDUNDANT 120V CONTROL CIRCUIT TRANSFORMERS, VISUAL AND AUDIBLE RESERVE UNIT ALARM, WITH ISOLATED CONTRACTS FOR REMOTE ALARM, ATT LOW t HIGH PRESSURE SWITCHES HAND -OFF -AUTO LIGHTED SELECTOR SWITCHES AND RUNTIME HOURMETERS. PROGRAMMABLE HIGH -LOW LINE PRESSURE SWITCH FOR OXYGEN, NITROUS OXIDE, MEDICAL AIR, CARBON DIOXIDE t LOGIC CONTROLLER (PLC) SHALL CONTROL THE AUTOMATIC ALTERATION OF BOTH VACUUM VACUUM SERVICES SHALL BE LOCATED ON THE PIPE LINES AS PER NFPA-99 (2005) STANDARDS. PUMPS WITH PROVISIONS FOR SIMULTANEOUS OPERATION IF REQUIRED, AND AUTOMATIC THE SWITCHES, DISS DEMAND CHECK PORTS, AND PRESSURE SWITCHES SHALL BE AMICO ACTIVATION OF RESERVE UNIT IF REQUIRED. THE CONTROL SYSTEM SHALL INCLUDE AN PART NUMBER AS LISTED BELOW OR APPROVED EQUAL. AUTOMATIC MINIMUM RUN TIME ADJUSTMENT TO CONTROL RUN TIME BASED ON DEMAND. THE PRESSURE SWITCHES: VACUUM GAUGES SHALL BE PROVIDED IN THE CONTROL PANEL. • M-PRSW-OXY FOR OXYGEN, THE SYSTEM SHALL BE AMICO MODEL NO. V-RVL-D-080-TS-N-015 WITH, IB HP CONTINUOUS 0 M-PRSW-VAC FOR VACUUM DUTY NEMA RATED, C-FACE, OPEN DRIP PROOF, IWO RPM, MOTOR FOR 480V, 60 HERTZ, 3 PHASE ELECTRICAL SERVICE. THE SYSTEM CAPACITIES SHALL HAVE A MINIMUM OF 1 SCFM • CHECK PORTS: 19' Hg PER SINGLE VACUUM PUMP (RESERVE VACUUM PUMP ON STANDBY) AS PER NFPA-99 M/-CHK- PIPE SIZE AS REQUIRED FOR OXYGEN, (2005) STANDARDS REQUIREMENTS. PRESSURE GAUGES: M M-PRSW-GA (0 - 100 PSI) FOR PRESSURE GASES, "M-PRSW-GA-VAC FOR (0 - 30 Hg) FOR VACUUM. ALL COMPONETNS INSTALLED AS PER MANUFACTURERS RECOMMENDATION) OYGEN MANIFOLD: AUTOMATIC CHANGE OVER MANIFOLD ASSEMBLED AND TESTED SHALL BE AMIGO NEMA 4 PRESSURE GAUGES: (WEATHER -TITS RATED) (1) fM2-HD-DL-HH-U-OXY MANIFOLD, 2 X 2 M2-H5XC-04U-OXY %-130112-00 FOR (0 - 100 PSI) FOR PRESSURE GASES, HEADER BARS N 6-130111-00 FOR (0 - 30 Hg) FOR VACUUM. SVl S BODY, AND ISOLATION T- VALVES BALL TYPE (DOUBLE SEAL) WITH CAST , THE VALVES LOCKING DEVICE t CHROME -PLATED BRASS 8,41.E t tEFLON SEALS, THE VALVES SHALL BE AMIGO MEDICAL GAS MANIFOLDS: AUTOMATIC, MICROPROCESSOR BASED DIGITAL CHANGE OVER MANIFOLDS, TESTED, FULLY ASSEMBLED IN WATER TIGHT ENCLOSURE, SWITCHING POWER SUPPLY, WITH BUILT IN FUSE AND THERMAL BLOCKS, TWO PRODUCTS MODEL NUMBERS: HEADER BAR ASSEMBLY WITH CHECK VALVES AND WITH HIGH PRESSURE HOUSES FOR OXYGEN, OXYGEN TO BE 0S-VV-ISO-GL-05, VACUUM N 5-VY-160-GL-12 SERVICES SHALL BE AMICO NUMBER FOR EACH SPECIFIC GAS SERVICE SHALL BE AS SPECIFIED. EACH ASSEMBLY SHALL INCLUDE: - WALL MOUNTING BRACKETS FOR ENCLOSURE, HEADER AND CYLINDERS, - ONE MANIFOLD BLOCK ASSEMBLY (INCLUDES INSTALLATION VALVES, CHECK VALVES, RELIEF VALVES, ® COM51RATION MODULAR MASTER/AREA ALARM PANEL (RECESSED WALL MOUNTED) BLEED VALVE, AND DELIVERY LINE PRESSURE GAUGES, t ALARM SIGNAL CONNECTIONS), - TWO VALVE AND CROSS ASSEMBLIES, DIGITAL MODULE AREA ALARM PANEL FOR MEDICAL GAS SYSTEM SHALL BE AMIGO - TWO BANK REGULATOR ASSEMBLIES (INCLUDES INTERMEDIATE AND BANK PRESSURE GAUGES, AND SHALL INCLUDE: - TWO BLANK TUBES, - TWO LINE PRESSURE REGULATOR ASSEMBLIES, ROUGH- IN ASSEMBLY ASSEMBLY, MULTI -SIGNAL ALARM MODULES, - TWO LINE TUBES, - TWO BANK REGULATOR STOP KITS, ANNUNCIATOR MODULE, - ONE PRESSURE SWITCH, - OTHER HARDWARE WITH REQUIRED NUMBER OF BLIND GLANDS AND UNION NUTS, AND PIGTAILS. WITH REMOTE SENSORS MASTER ALARM MODULES SHALL DISPLAY CANCELABLE AUDIBLE t NON -CANCELABLE VISUAL SIGNALS At AND PIGTAILS. IN COMPLIANCE WITH NFPA-SS (2005) AND APPROPRIATELY LABELED FOR EACH REQUIRED SIGNAL. FOR TREATMENT ROOM AND FOR PATIENT CHANGE / RECOVERY ROOM AND EXAM -FITTING ROOM TWO ZONE VALVES AND BOX ASSEMBLIES W/PRESSURE GAUGES ® SHUTOFF VALVE SHALL BE BALL -TYPE (DOUBLE SEAL) WITH CAST BRONZE BODY, QUARTER MASTER/AREA ALARM PANEL SHALL BE PART •A2AL-D-OXY-VAC-OXY-VAC-MIN TURN, AND CHROME PLATED BRASS BALL, PRESSURE GAUGES FOR OXYGEN AND VACUUM SERVICES COMPLETE ASSEMBLY FOR RECESSED VALVE BOX. THE VALVE SHALL BE AMICO • Z-V5U-M1205 WITH PRESSURE GAUGES. (SEE PLAN FOR LOCATIONS) NOTES: 1. PROVIDE IDENTIFICATION SIGNS BY MEANS OF DURABLE TAGS, NAMEPLATES OR LABELS FOR ALL SERVICE 4. COORDINATE WITH ELECTRICAL CONTRACTOR LOCATIONS AND ELECTRICAL CHARACTERISTICS FOR ALL ITEMS ZONE VALVES t PIPING SYSTEM AND EQUIPMENT ACCORDING TO NFPA-99 ( 2005) STANDARDS. REQUIRING ELECTRICAL SERVICE. 2. THE NEW CEILING MOUNTED MEDICAL GAS OUTLETS SHALL BE DISS STYLE. OUTLETS SHALL BE 5. PROVIDE IDENTIFICATION LABELS FOR NEW ISOLATION VALVES IN CEILING SPACE. INSTALLED AS INDICATED ON PLANS. 6. BEACONMEDAES MEDICAL GAS, WESTERN, ALLIED HEALTHCARE PRODUCTS, INC., HILL -ROM A HILLENBRAND IND, 3. THE NEW WAL MOUNTED MEDICAL GAS OUTLETS SHALL BE C14EMTRON COMPATIBLE STYLE. TRI-TECH MEDICAL INC. EQUIPMENT TO BE AN EQUAL MANUFACTURER SUBJECT TO OWNERS APPROVAL. OUTLETS SHALL BE INSTALLED AS INDICATED ON DRAWINGS. REVISIONS BY f, 00 �--� ao U � co CO N r� o p00 � ti o �xti Y _ U �••� N in N Y N G k y O ro O LO Q O O Y 3 ti 3 tiN . 0 •—� � ti ate, � � N 10 a ° `, 9 P® 411 0. s ° �w ors �o ce) ^ A 0 =a a m Z �m C c LL$ o2 V �$ G � a C E w �� 00 E Us � UZ U �m 'm > -o In > s Q _m� .W m w�LQ ma a s" O O r a `a (J � U Z J CL () Z m w W v� -o —� U C Q (/) O Q UW �� o 0=�v� Q L _ W p •— D o�U� C- aCi Q o 00 MN -LLJ -� 0 '3 J D m Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: Job: 10-61 Sheet MG1 i I(DiMEDICAL GAS FLOOR PLAN SCALE: 3/16" = 1'-0" REVISIONS BY f, 00 00 Co �U CO Z-0 N d ti � x C\J U vz C) �- N r—+ o co an O U . N U 10 ro Q � ti -" w ar-- O 3 3 x � o N N '0� 0 a Da 8 k J n LLl O J Y mQ Co E O o� !, fi m C Z C D LL S Q � -0, � i.) m 3 C E w ��« Cn E U 8 -6 V o g2 U C Cu N m > n - W CLnmW m, E 2 ❑ `w � U .W Z w v J I— X- (, Z a� w W o� J U aVW}� a� 00 -U) f= LiJ v o � C �-C I—' v a c � �Z 0(i)—� 00 PO 16 -1? m LL- Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: Job: 10-61 Sheet MG2 REMOTE PRESSURE SWITC WIRE TO MASTER ALARM PANEL IN ADMITTING PRESSURE GAUGE\ SERVICE LINES TO SYSTEM (55 PSIG) " (NO), (MA), (CO2) AUTOMATIC CHANGEOVER MANIFOLD ASSEMBLY SEE SCHEDULE TANK ROO I AND MANIFOLDS p OPERATION INSTRUCTIONS E I WIRE TO ALARM B PANEL —'-'I(� ----- — -0 —o =$ — -0 -0 o _o =o =a as MAA A ANCHOR L TO WALL - CHAIN CYLINDERS TO WALL INDIVIDUALLY (TYPICAL). CODED NOTES: ® WALL MOUNTED MEDICAL GAS MASTER/AREA ALARM PANEL © WALL MOUNTED AUTOMATIC CHANGEOVER ASSEMBLY PACKAGE © LINE SHUTOFF VALVE LOCKED IN OPEN POSITION. OD MODULE CONNECTOR CABLE. Q CONDUCTOR CABLE. FO POWER SUPPLY (115 VAC 2 CONDUCTOR 4 GROUND). OG PROVIDE STAINLESS STEEL INSECT SCREEN. NOTES: 1. INSTALL ALL OXYGEN SYSTEMS COMPONENTS AS PER NFPA-SS (2005) STANDARDS FOR LEVEL I PIPED SYSTEMS. 2. SEE PLAN FOR MEDICAL GAS PIPING LAYOUT 4 COMPONENTS LOCATIONS. DMEDICAL CAS MANIFOLD DETAIL SCALE: N.T.S. POWER SUPPL PRV DISCHARGE _D PIPE FULL SIZE TO EXTERIOR WALL. I F 1 I I G II WIRING IN CONDUITS TO REMOTE SENSORS. OXYGEN (2 CYLINDER) ANCHOR L TO WALL :HAIN CYLINDERS TO WALL INDIVIDUALLY (TYPICAL). r- CONCRETE PAD i STAINLESS STEEL i SCREEN i i ROOF _J L L �I" Y i MUFFLER FURNISHED n W/VACUUM PUMP x AS A PACKAGE FLEXIBLE CONNECT( (TYPICAL) i i �I VACUUM SWITCH WIRE TO MASTER ALARM PANEL AT NURSE STATION ACUUM GAUGE VACUUM PUMP OPERATION INSTRUCTIONS SHUTOFF VALVE VACUUM GAUGES FLEXIBLE CONNECTIONS 'p l LONG ELBOWS (TYPICAL) VENT BY PAC. DRAIN FURNISHED AS A PACKAGE WITH O VALVE VACUUM RECEIVER i 1,z 11 PROVIDE CONCRETE PAD 3" MN. AS PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS MEDICAL VACUUM PUMP DETAIL N.T.S. DIMEDIC,41 V M& P DETAIL SCALE: N.T.S. 1-1/4" FROM SYSTEM aP RECOVERY ROOM 133 2 THROUGH PENETRAN ' T -ONE METALLIC PIPE OR CONDUIT t0 1A I OR 2 HOUR FIRE RA MINERAL B B£ INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY GYPSUM WALLBOARD PACKM WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN ALARM AREA OXYGEN hED VACUII1 02 IMETAL PI 3M FIRE BARRI PIPES OR CONDUITS AND PERIPHERY OF OPENING SHALL BE MIN. SYSTEM CP 25W5+ CAUL 1/4 IN. TO MAX. 2 IN. PIPE OR CONDUIT TO BE RIGIDLY XX pat Xx IN Hg A SUPLWIGSIDES ON 50TH PY THE FOLLOWINTYPESS AND ZES OF METALLIC PIPES OR 0-►,�+" 0-. W61 CONDUITS MAY BE USED: / \ C O 00 — — A STEEL PIPE - NOM 10 IN. DIAM (OR SMALLER) SCHEDULE 10 J) (OR HEAVIER) STEEL PIPE. 00 ` O IRON PIPE - NOM 10 IN. DIAM (OR SMALLER) CAST OR ❑ O O CO CONDUIT - NOM. 0 DUCTILE IRONP IPEDIAM (OR SMALLER) ELECTRICAL ❑ o~ q 3A °- os TEFL SLE£ CONDUIT OR NOM I IN. DIAM (OR SMALLER) FLEXIBLE STEEL 0 TUBING. OD COPPER PIPE - NOM 4 IN. DIAM (OR SMALLER) REGULAR (OR IB WALLBOARD G HEAVIER) COPPER PIPE. O COPPER TUBE - NOM 4 IN. DIAM (OR SMALLER) TYPE L (OR SECTION A -,A HEAVIER) COPPER TUBE. CONSULT CURRENT UNDERWRITERS LABORATORIES, INC. "FIRE RESISTANCE DIRECTORY" FOR DETAILS. 33 FII?ESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF ANNUNCIATOR MODULE AREA ALARM MODULE (FOR EACH MEDICAL GAS 4 VACUUM) UL SYSTEM WL1019 THE FOLLOWING: LABEL EACH ZONE AND GAS SERVICE AS REQUIRED F RATING5-1 AND 2 HR (SEE KEY NOTES ITEM IB) O METALLIC SLEEVE -CYLINDRICAL SLEEVE FABRICATED FROM T RATING - 0 HR 0.0165 IN. THICK (28 GAUGE) GALV SHEET STEEL AND HAVING L RATING AT AMBIENT - LESS THAN I CFM/SQ FT A MIN 2 IN. LAP ALONG THE LONGITUDINAL SEAM. LENGTH OF L RATING AT 400 F - LESS THAN I CFM/SQ FT STEEL SLEEVE TO BE 1 IN. GREATER THAN THE THICKNESS OF POWER SUPPLY— WIRING IN CONDUITS KEY NOTES WALL. SLEEVE INSTALLED BY COILING THE SHEET STEEL TO TO REMOTE SENSORS A DIAM SMALLER THAN THE THROUGH OPENING, INSERTING 4 SWITCHES O WALL ASSEMBLY - THE I OR 2 HR FIRE -RATED GYPSUM THE COIL THROUGH THE OPENINGS AND RELEASING THE COIL WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED TO LET IT UNCOIL AGAINST THE CIRCULAR CUTOUTS IN THE OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE GYPSUM WALLBOARD LAYERS. THE ENDS OF THE STEEL INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN SLEEVE SHALL EXTEND MIN. 1/2 IN. BEYOND EACH SURFACE aP IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE OF THE WALL. THE FOLLOWING CONSTRUCTION FEATURES: O PACKING MATERIAL - IN 2 HR FIRE RATED ASSEMBLIES, MIN. NOTES: 6-1/8 IN. THICKNESS OF 4 PCP MINERAL WOOL FIRMLY 1. EXACT LOCATIONS OF AREA, MASTER ALARM PANELS SHALL BE OSTUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD PACKED INTO OPENING AS A PERMANENT FORM. IN 1 HR FIRE MASTER 0,,r„„ 0 ,a,,, COORDINATED WITH OWNER 4 ARCHITECT BEFORE PANELS ROUGH -IN. STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST RATED ASSEMBLIES MIN. 4-1/8 IN. THICKNESS OF 4 PCF ALARM OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY MINERAL WOOL FIRMLY PACKED INTO OPENING AS A SYSTEM 0 0 +w 2. AREA ALARM AND INPUT DEVICES LOCATIONS FOR PRESSURE GASES 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM AND VACUUM SHALL BE IN ACCORDANCE WITH NFPA-99 (2005), t0 BE MIN. 3-5/8 IK WIDE AND SPACED MAX 24 IN. OC. BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE O aeeelwrwewre O 0 3. MASTER ALARM SIGNALS INPUT DEVICES REQUIREMENTS AND INPUT O WALLBOARD, GYPSUM• - 5/8 IN. THICK, 4 FT WIDE WITH OC FILL, VOID OR CAVITY MATERIAL, - SEALANT - MIN. 1/2 IN. OM O O DEVICE LOCATION SHALL BE ACCORDING TO NPPA-SS (2005). SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS OF FILL MATERIAL WITHIN ANNULUS, FLUSH WITH THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ENDS OF STEEL SLEEVE. A MIN. 1/4 IN. BEAD OF FILL 0 0 0 4. DO NOT INSTALL ANY SHUT-OFF VALVES IN CEILING SPACE BETWEEN ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL MATERIAL SHALL BE APPLIED AT THE STEEL SLEEVE/GYPSUM 0 r O 0 SOURCE VALVES 4 O.R.'S, RECOVERY 4 PROCEDURE ROOMS, OR AN U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE WALL50ARp INTERFACE ON BOTH SURFACES OF WALL. ❑ El ADDITIONAL ALARM PANEL MAY BE REQUIRED. DIRECTORY. MAX DIAM OF OPENING IS 13 IN. THE HOURLY SPECIFIED TECHNOLOGIES INC. - SPEC:SEAL F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE 100, 101 OR 105 SEALANT 0 O 1 HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT O IS INSTALLED. • BEARIWz THE UL CLASSIFICATION MARKING TOR MODULE 'MASTER ALARM MODULE (FOR EACH MEDICAL GAS 4 VACUUM) LABEL EACH LOCAL ALARM AND GAS SERVICE AS REQUIRED GlmAsTER / AREA ALARM PANELS ELEVATION 1 AND 2 HR RATED G 5 WALL PIPE PENETRATION DETAIL OSCALE: N.T.S. SCALE: N.T.S. U SYST M WL 1003 - METAL PIP E OMEDICAL GaAs DETAILS SCALE: N.T.S. STEEL GALVANIZED BRACKET WITH FIRE RETARDANT INSERT, ATTAC TO STRUT (WOLDRITE 021 OR APPROVED EQUAL) XC1)K)K0)K)K -r� �1!__ TEE) DRYWALL CLG. R TEST ASSEMBLICONCRETE SEE DETAIL SWIVEL NOTES: I. ALL HANGERS TO COMPLY WITH NFPA-13 (15") EDITION. 2. DISTANCE BETWEEN HANGERS SHALL BE AS Piste NFPA-13 (TABLE 6-22a 3. PIPE SCHEDULE AS PER SPECIFICATION. D31MEDICAL GAS PIPIWs WPPORT DETAIL SCALE: N.T.S. GAS PIPING ME " A.T.R. TO STRUCTURE LOCKING NUT CHANNEL TO SUPPORT SERVICES DOUBLE SUPPORT NUT WITH WASHER PHILLIPS ANC 44OR RATED DRYWALL CLG. PER TEST ASSEMBLY ALL THREAD ROD REVISIONS BY f, CO N I~ n o �xti _ U Y R Y N G, `• o ro ro o� 3 3 N �U) ��D 0 N cm a' U U' ►~ W z ;49- A A:, OIL t W,1 t w O J o¢ O � �r 0�� m E U I& 0 m � C Z C 0 a7 Q A U rn3 C o� a) n�a E O E W �� (n ��E (D U m -Q U o Z. Z (D 0 �L > �L -m� m W (6 W �o aa)i > d ER 2 It a ao U � U .� Z W v J F- X- U Z 4,)w W v� a � rn o �� m L — } W v o�U�� N o- aCi ON QZDO p) _ M -� 0 Q-0 J D m LJ_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: Job: 10-61 Sheet G 3 PLU" 5INCH SPECIFICATIONS PART I - GENERAL 1.01 GENERAL DOCUMENTS A. THE REQUIREMENTS OF THE GENERAL CONDITIONS t SPECIFICATION BOOK SHALL APPLY TO ALL PLUMBING WORK. INSTALLATION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2010 - 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 EXCEPT WHERE SHOWN EXISTING. 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. D. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL GAS REQUIREMENTS FOR PROPER INSTALLATION AND OPERATING REQUIREMENTS, BEFORE PIPING IS TO BE INSTALLED. E. CONTRACTOR TO VERIFY t PROVIDE NEW ROOF SUPPORTS AND STRAPS FOR ALL EXISTING GAS LINES. CONTRACTOR TO VERIFY EXACT TYPE t QUANTITY. 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 51D 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 1j04 SHOP DRAWINGS A. FURBISH SIX (6) COPIES OF SHOP DRAWING OF EQUIPMENT AND FIXTURES FOR APPROVAL PRIOR TO PURCHASING. 1D5 RECORD DRAWINGS A. AFTER COMPLETION OF ALL WORK, THE PLUMBING CONTRACTOR SHALL PROVIDE THE OWNER, ENGINEER, AND ARCHITECT WITH AS BUILT RECORD DRAWINGS AS OUTLINED IN SPECIFICATIONS. PART 2 - INSTALLATION 2.01 MATERIAL A. SOIL, WASTE, t VENT PIPING DRAINAGE PIPING: ABOVE FLOOR AND BELOW SLAB SHALL BE PVC-DWV SCHEDULE 40 PIPE AND FITTINGS WITH SOLVENT WELD JOINTS AND DRAINAGE PATTERN FITTINGS. B. DOMESTIC WATER PIPING: INTERIOR COLD, t HOT WATER PIPING ABOVE SLAB: SHALL BE SCHEDULE 40 CPVC PLASTIC PIPING WITH SOLVENT WELD JOINTS. C. PIPE INSULATIONS: HOT WATER SUPPLY PIPING SHALL BE INSULATED WITH 1" THICK FIBERGLASS OR EQUAL INSULATION WITH VAPOR JACKET, IN COMPLIANCE WITH APPLICABLE ENERGY CODES. 2.02 VALVES A. EQUAL TO NIBCO, CRANE, OR WALWORTH. ALL BRONZE 150 LB. FULL PORT BALL VALVES. 2.03 SPECIALTIES A. PIPE PROTECTIVE COAT►l %: FOR STEEL OR COPPER PIPE, PERMACEL OR SCOTHWRAP VINYL TAPE APPLIED OVER PIPE TO A TOTAL MINIMUM THICKNESS OF 20 MLS. APPLY TO ALL WATER PIPE IN CONTACT WITH MASONRY OR CONCRETE. B. PIPE HANGERS: HANGERS FOR BARE COPPER PIPE THROUGH 4 INCH (4") DIAMETER OR SMALLER SHALL BE ADJUSTABLE RING TYPE, PLASTIC COATED EQUAL TO MICHIGAN 102a, FOR STEEL PIPE MICHIGAN 100. C. DRAINS AND CLEANOUTS: SEE SCHEDULE ON DRAWINGS. D. DIELECTRIC UNIONS: EBCO OR CAPITOL AT ALL POINTS OF CONNECTION BETWEEN DISSIMILAR PIPE METALS. E. FLASHING AND VENT STACKS: ALL VENTS EXTENDING THROUGH THE ROOF SHALL BE PROVIDED WITH FOUR POUND SHEET LEAD FLASHING EXTENDING UPWARD AROUND THE PIPE AND TURNED DOWN INSIDE THE PIPE OR AS OTHERWISE SHOWN ON THE DRAWINGS. THE ROOF FLASHING SHALL BE INSTALLED BY LICENSED ROOFING CONTRACTOR F. WATER HAMMER ARRESTORS. AT EACH FIXTURE, A GROUP PROVIDES "SA" AS SPECIFIED IN SPECIALTIES SCHEDULE AND ELSEWHERE AS REQUIRED, AND IN ALL CONNECTIONS TO EQUIPMENT WITH SOLENOID VALVE INSTALLED ON WATER SUPPLY LINE. WATER HAMMER ARRESTORS SHALL BE SIZED AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND PDI REQUIREMENTS FOR PREVENTION OF WATER HAMMER G. ESCUTCHEONS AND SLEEVES. WHERE PIPES PIERCE EXPOSED PARTITIONS, FLOORS, WALL, OR CEILINGS, PROVIDE CHROME PLATED ESCUTCHEONS TO THE COVER THE RAW EDGE. H. SLEEVES SHALL BE PROVIDED AT ALL PIPE PENETRATIONS OF MASONRY AND CONCRETE WALLS AND FLOORS. I. PROVIDE UL LISTED FIRE STOPPING PIPE PENETRATION ASSEMBLIES AT ALL PIPING THROUGH RATED WALLS AND ASSEMBLIES. PART 3 - EXECUTION 3.01 INSTALLATION A. INSTALL PIPE ABOVE GROUND PLUMB AND SQUARE WITH BUILDING LINES, ADEQUATELY SUPPORTED WITHOUT SAGS OR HIGH POINTS. CONCEAL PIPING IN OCCUPIED AREAS AND MAINTAIN HEAD ROOM AND ACCESS SPACE IN UNFINISHED AREAS. SLEEVE PIPING THROUGH ALL WALLS, SLABS, OR PARTITIONS WITH ESCUTCHEONS AT ALL FINISHED SURFACE. PROVIDE UNIONS AT ALL FINAL CONNECTIONS AND STOPS ON ALL SUPPLIES. ALL PIPE OPENINGS SHALL BE PLUGGED DURING INSTALLATION. B. SANITARY DRAINAGE PIPING 4" t LARGER SHALL BE INSTALLED WITH A MINIMUM 1/8" PER FOOT SLOPE UNLESS NOTED OTHERWISE. ALL DRAINAGE PIPING 3" AND SMALLER SHALL BE INSTALLED WITH A MINIMUM OF 1/4" PITCH PER FOOT. C. ALL FIXTURES AND TRIM FOR HANDICAPPED SHALL BE INSTALLED IN COMPLIANCE WITH ADA CODE. D. INSTALL ALL PIPING TO ALLOW FOR EXPANSION. E. SEE RISER DIAGRAMS FOR ALL DRAINAGE t VENT PIPE SIZING FOR THE PLUMBING SYSTEMS. REFER TO PLUMBING FLOOR PLAN (WATER SYSTEM) t SCHEDULES FOR ALL WATER PIPING SYSTEM SIZING. F. ALL EXPOSED TO VIEW PIPING AND FITTINGS SHALL BE POLISHED CHROME FINISH. G. ALL WORK ASSOCIATED WITH HANDICAPPED TOILETS SHALL COMPLY WITH ADA REQUIREMENTS AND FLORIDA BUILDING CODE - CHAPTER 11 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. H. FINAL CONNECTIONS TO DRAINAGE AND WATER SERVICE LINES TO EXISTING OR NEW AT 5-07FROM THE BUILDING WALLS SHALL BE BY THE PLUMBING CONTRACTOR 3.02 DISINFECTING OF POTABLE WATER SYSTEM A. THE SYSTEM SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF AVAILABLE CHLORINE AND ALL ALLOWED TO STAND 24 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. DISINFECTION PROCEDURE AND RESULT SHALL BE SUBJECT TO THE APPROVAL OF THE LOCAL PLUMBING INSPECTOR 3.03 TEST A. ALL PLUMBING SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE PLUMBING. ALL TESTS SHALL BE APPROVED BY THE LOCAL PLUMBING INSPECTOR AND SHALL BE OBSERVED BY A REPRESENTATIVE OF THE ARCHITECT. 3.04 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. 3D5 SPECIFICATIONS AND DRAWINGS A. PLUMBING CONTRACTOR SHALL FURBISH AND INSTALL COMPLETE SANITARY, STORM, AND DOMESTIC WATER PIPING SYSTEMS: INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT, CONTROLS, AND CONNECTIONS TO NEW SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATIONS OF THE SYSTEMS, WHETHER SPECIFICALLY SHOWN OR NOT ON THE DRAWINGS. B. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE INTENDED TO DEPICT THE GENERAL INTENT OF THE WORK IN SCOPE, LAYOUT, AND QUALITY OF WORKMANSHIP. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT IT SHALL BE UNDERSTOOD THAT SUCH DETAILS WILL BE PART or - 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 REPORT'S, t AS -BUILT DRAWINGS SHALL BE ATTACHED TO THE CLOSING DOCUMENTS OF THE PROJECT. 3.06 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 WORK 3.01 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 A. PLUMBING CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AT HIS EXPENSE. B. THE PLUMBING CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND SHALL COORDINATE WITH CIVIL ENGINEER LOCATIONS AND ELEVATIONS OF PLUMBING SERVICE LINES BEFORE PROCEEDING WITH CONSTRUCTION. THE WATER AND SEWER SERVICE LINES SHOWN ON THE DRAWINGS ARC FOR IREFERENCE AND BUILDING PERMIT ONLY. REFER TO CIVIL ENGINEERS DRAWING AND VERIFY FIELD CONDITIONS FOR DRAINAGE AND WATER SERVICE LINES LAYOUT AND DETAILS. C. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IF ANY OF THE WORK INDICATED IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. D. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE SANITARY AND DOMESTIC WATER PIPING SYSTEMS: INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT, CONTROLS, AND CONNECTIONS TO EXISTING SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATION OF THE SYSTEMS. E. PLUMBING CONTRACTOR SHALL PROVIDE ROUTING AND OFFSETS NECESSARY TO AVOID CONFLICT WITH STRUCTURE, FINISHES, AND WORK OF OTHER TRADES. F. WALL AND PARTITION CONSTRUCTION AND THICKNESS FOR PLUMBING PIPING OR EQUIPMENT IS INDICATED SHALL BE AS PER EQUIPMENT MANUFACTURERS SHOP DRAWINGS AND ANY CONFLICT SHALL BE IDENTIFIED PRIOR TO STARING CONSTRUCTION. G. COORDINATE EXACT LOCATION, SIZE, AND ELEVATIONS OF PIPE SLEEVES IN EXISTING STRUCTURE WITH STRUCTURAL. ENGINEER H, THE LOCATION AND ELEVATION OF PLUMBING PIPING AT CEILING, WALLS, AND BELOW SLAB FOR OWNER FURBISHED, CONTRACTOR INSTALLED EQUIPMENT IS SHOWN AS PER EQUIPMENT DATA SHEETS. THE CONTRACTOR SHALL PROVIDE PLUMBING ROUGH -INS AS PER OWNERS PROVIDED FINAL. PLUi' 6IW.s FI>CTI,IIRE 604EDULE MARK FIXTURE SOIL/ WASTE VENT COLD WATER HOT WATER MANUFACTURER/ MODEL DESCRIPTION EWC-IH ELECTRIC WATER 2" 2" 1/2" - ELKAY -ELKAY, BARRIER -FREE COOLER, WATERSENTRY VIl FILTER SYSTEM, WALL MOUNTED TWO COOLER FOR H/C • LZSTLBC LEVEL WHEELCHAIR ACCESS, ONE PIECE STAINLESS STEEL BASIN EACH COOLER WITH INTEGRAL DRAIN GRID, t BUBBLER HEAVY-DUTY STEEL FRAME, LED -FREE CARRIER SUPPORTED FROM FLOOR (WITHSTANDING 2500 OF LOAD APPLIED ON THE FRONT OF THE FIXTURE), 115V, 601-1Z, SINGLE PHASE. ELKAY -ACCESSORY CANE APRON, THEWO-FORMED ABS PLASTIC. 0 LKAPREZL ZURN M Z-1225-51- -WATER COOLER SUPPORT SYSTEM WITH TOP AND BOTTOM PLATES. COMPLETE WITH DURA-COATED RECTANGLER STEEL UPRIGHTS WITH WELDED FEET, ADJUSTABLE SUPPORT, PLATES, AND MOUNTING FASTENERS. MSB_I MOP SERVICE BASIN 3" 2" 1/2" 1/2" FIAT "TS15-300 -PRE CAST TERRAZZO, FLOOR MOUNTED 32"X32"Xl2" MOP SERVICE BASIN, STRAINER 01453-515 WITH STAINLESS STEEL CAPS ON ALL CURBS MOP BRACKET: '888-CC -SERVICE SINK FAUCET, 5-3/5" C-C RIGID CAST BRASS VACUUM BREAKER SPOUT WITH VINYL BUMPER 3/4" MALE HOSE THREAD OUTLET, 2-3/8" METAL LEVER HANDLES, QUATURN OPERATING GUARD OE-11-AA CARTRIDGES. CHICAGO 540-LD897SWXFCP L-1H LAVATORY 2" 2" 1/2" 1/2" AMERICAN STANDARD -M-1/4" X 15-3/4" ROUND VITREOUS CHINA, UNDERCOUNTER MOUNTED, 4" FAUCET UNDERCOUNTER 05462.000 CENTERS, REAR OVERFLOW, UNGLAZED RIM, SELF -RIMMING, FRONT OVERFLOW. MOUNTED SINK CHICAGO -ELECTRONIC LAVATORY FAUCET, DECK MOUNTED, 4" CENTERS, 5-3/8" C-C SPOUT, SENSOR TYPE 0116 .106AB.1 OB GPM VANDAL RESISTANT SPRAY OUTLET, 12 VOLT AC TRANSFORMER -PROVIDE OPTIONAL THERMOSTATIC MIXING VALVE, t PLUG-IN TRANSFORMER - SINGLE USE FOR ELECTRONIC LAVATORY FAUCET ABOVE. DRAIN t SUPPLIES: -(SEE NOTES 01, 2, 3 t 4) WATER CLOSET FLOOR 4" 2" 1" - AMERICAN STANDARD -FLOOR MOUNTED FLUSHOMETER VALVE TOILET, VITREOUS CHINA, LOW MOUNTED FLUSH VALVE 03461AP0 CONSUMPTION 1.6 GPF, EVERCLEAN SURFACE, 10" ROUGH -IN, 16-1/2" RIM HEIGHT, FOR H/C SENSOR TYPE ELONGATED BOWL, SIPHON JET ACTION FLUSH, FULLY GLAZED 2-1/8" TRAPWAY, TOP SPUD, WHITE. SLOAN ROYAL -EXPOSED, SENSOR WATER CLOSET FLUSHOMETER, CHROME PLATED, P I.P.S. 0111-116 ES-6 SCREWDRIVER BAK-CHEK, ADJUSTABLE TAIL PIECE. OLSONITE 0135SS SEAT -WHITE OPEN FRONT SEAT LESS COVER SINGLE BOWL SINK 2" 2" 1/2" 1/2" ELKAY * LR-1116 -11" x 16" SINK, COUNTERTOP, SINGLE COMPARTMENT, SELF SENSOR TYPE RIM, 0302 STAINLESS STEEL W/DROP LEDGE. SINGLE HOLE PUNCH CHICAGO -ELECTRONIC GOOSENECK FAUCET, DECK MOUNTED, SINGLE HOLE, POLISHED 0116.428A5.1 CHROME FINISH, 5-1/4" C-C RIGID/SWING GOOSENECK SPOUT, 1.5 GPM LAMINAR FLOW CONTROL DEVICE AT SPOUT INLET, 12 VOLT AC TRANSFORMER -PROVIDE OPTIONAL PLUG-N TRANSFORMER- SINGLE USE FOR ELECTRONIC GOOSENECK FAUCET ABOVE. ELKAY -POLISHED CHROME PLATED STAMPED BRASS GRID DRAIN, 1-1/2" TAILPIECE, OLK-18 "P" TRAP, STOP VALVES AND SUPPLIES (SEE NOTES *I, 2 t 3) ;z SINGLE BOWL SINK 2" 2" 1/2" 1/2" ELKAY OLR221S -25" x 21-1/4" SINK, COUNTERTOP, SINGLE COMPARTMENT 0302 SENSOR TYPE STAINLESS STEEL WITH DROP LEDGE. SINGLE HOLE PUNCH CHICAGO -ELECTRONIC GOOSENECK FAUCET, DECK MOUNTED, SINGLE HOLE, POLISHED $116.428A13.1 CHROME FINISH, 5-1/4" C-C RIGID/SWING GOOSENECK SPOUT, IB GPM LAMINAR FLOW CONTROL DEVICE AT SPOUT INLET, 12 VOLT AC TRANSFORMER -PROVIDE OPTIONAL PLUG-IN TRANSFORMER- SINGLE USE FOR ELECTRONIC GOOSENECK FAUCET ABOVE. ELKAY -POLISHED CHROME PLATED STAMPED BRASS GRID DRAIN, 1-1/2" TAILPIECE, °LK-18 "P" TRAP, STOP VALVES AND SUPPLIES (SEE NOTES 01, 2 t 3) 8 3 SINGLE BOWL SINK 2" 2" 1/2" 1/2" ELKAY OLR221S -25" x 21-1/4" SINK, COUNTERTOP, SINGLE COMPARTMENT 0302 STAINLESS STEEL WITH DROP LEDGE. SINGLE HOLE PUNCH AMERICAN STANDARD -SINGLE LEVER KITCHEN FAUCET, S-1/4" SWIVEL CAST BRASS SPOUT, ADJUSTABLE HOT 0420SAW LIMIT SAFETY STOP, 2.2 GPM., METAL ESCUTCHEON PLATE. ELKAY -POLISHED CHROME PLATED STAMPED BRASS GRID DRAIN, 1-1/2" TAILPIECE, °LK-18 "P" TRAP, STOP VALVES AND SUPPLIES (SEE NOTES 01, 2 t 3) EWU-1 EYE WASH UNIT 1-1/2" 1-1/2" 1/2" - BRADLEY -DECK-MOUNTED EYEWASH UNIT, 10-3/4" DIA. BOWL CORROSION RESISTANT DECK MOUNTED 0819-230DT STAINLESS STEEL, CHROME -PLATED BRASS SPRAY14EAD ASSEMBLY W/ SOFT FLOW EYEWASH HEADS AND PROTECTIVE SPRAYHEAD COVERS, CHROME -PLATED BRASS 1/2" STAY -OPEN BALL VALVE, GALVANIZED STEEL PROTECTED W/ BRAOTECT SAFETY YELLOW COATING. 1-1/4" DRAIN FITTING FURNISHED. [C'L ICE MAKER - - 3/8" - SPECIALTY PRODUCTS -PLASTIC ICE MAKER VALVE BOX, 6-13/16" X 4-1/8" DIMENSION. VALVE BOX 005-801 WATTS 5-YR -IN LINE WATER FILTER DW--1 DISH WASHER - - - 1/2" PROVIDE BY -DISHWASHER MACHINE PROVIDED BY OWNER CONTRACTOR TO ROUGH -IN FOR < MACHINE OWNER MAKE FINAL CONNECTIONS. NOTES: I. LAVATORY, SINKS t WATER COOLERS SUPPLY SHALL BE BRASS W/ BRASS ANGLE STOPS FOR Vs" WATER SUPPLY LINES, W/ LOOSE KEY (W/CAP), AND WALL FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER: E.BC., INC. OR APPROVED EQUAL. 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.BC., INC. OR APPROVED EQUAL. 3. STRAINERS SHALL BE FURNISHED W/FIXTURES. FOR H/C FIXTURES PROVIDE OFFSET TAILPIECE. 4. PROVIDE TRUEBRO MODEL 103 (WHITE), ANTIMICR05AL HANOI LAV-GUARDS INSTALLATION KIT FOR ALL WHEELCHAIR LAVATORY t SNKS FOR WATER SUPPLIES t WASTE LINE. 5. ALL PLUMBING FIXTURES t TRIM SHALL BE APPROVED BY THE OWNER BEFORE FINAL ORDER IS MADE. SiO-5or-MECIALTIES SCI-I DUL MARK DESCRIPTION/LOCATION MANUF. CAT. NUMBER GENERAL NOTES 1 r,O WALL CLEANOUT ZURN ZN-1446 ROUND ACCESS COVER GcQ GRADE CLEANOUT ZURN Z-1414-Z5 HEAVY DUTY, DURA COATED, SCORIATED COVER SA W. HAMMER ARRESTOR ZURN Z-1100 SHOKTROL SIZE FOR 3/4" t P PIPE. yg VACUUM RELIEF VALVE WATTS N36-Ml ALL BRASS BODY (INSTALL A MINIMUM OF 6" ABOVE WATER HEATER) EP- FLOOR DRAIN ZURN Z-415-ZN-P S" 0 TYPE "B" STRAINER MEMBR CLAMP. H� HOSE BIBS WOODFORD 24P-3/4 POLISHED CHROME FINISH W/VACUUM BREAKER _Q2 GARBAGE DISPOSER IN-SINK-ERATOR BADGER 5 1/2 HP, PLASTIC GRIND CHAMBER CONTINUOUS FEED, GALVANIZED STEEL GRINDING ELEMENTS WITH TWO STAINLESS SWIVEL LUGS, SELF-SERVICE WRENCH, 120/1/60. PT PLASTER TRAP J.R. SMITH 811OT-ARIO WHITE DUCO COATED CAST IRON BODY AND ALUMINUM GASKETED COVER AND SEDIMENT STRAINER WITH REMOVABLE STAINLESS STEEL SCREEN. ACID RESISTANT COATING INSIDE AND OUTSIDE. PROVIDE MINIMUM OF S 1/4" SPACE ABOVE INTERCEPTOR FOR REMOVAL OF STRAINER 1 1/2" INLET/OUTLET. PLUi' S INCH SHEET INDEX PI PLUMBING SPECIFICATIONS, SCHEDULES t LEGEND P2 PLUMBING DEMOLITION FLOOR PLAN P3 PLUMBING RENOVATION FLOOR PLAN- WASTE t VENT P4 PLUMBING RENOVATION FLOOR PLAN- WATER P5 PLUMBING DETAILS Pro PLUMBING RISER DIAGRAMS PLUMING LEGEND DESCRIPTION NEW SANITARY WASTE ABOVE SLAB EXISTING SANITARY WASTE TO REMAIN EXISTING SANITARY WASTE TO BE ABANDONED NEW VENT EXISTING VENT TO REMAIN NEW COLD WATER PIPING EXISTING COLD WATER PIPING TO REMAIN NEW HOT WATER PIPING EXISTING HOT WATER PIPING TO REMAIN PIPING TO BE REMOVED NEW SHUT-OFF VALVE EXISTING PLUMBING FIXTURES TO REMAIN EXISTING PLUMBING FIXTURES TO BE REMOVED POINT OF CONNECTION TO EXISTING SYSTEM ABBREVIATIONS COLD WATER SYSTEM HOT WATER SYSTEM (120'F) INDIRECT DRAIN PIPING EXISTING FINISHED FLOOR ELEVATION. BELOW FLOOR ABOVE CEILING UNLESS OTHERWISE NOTED CIVIL ENGINEER PLUMBING CONTRACTOR GENERAL CONTRACTOR BELOW FINISH FLOOR f7Z��f-/ CW HW ID EX. FFE BFL ACL U.O.N. C.E. P.C. G.C. B.F.F. CULATOR PUMP SCHEDULE DESCRIPTION MANUFACTURDEL ER G.P.M. HEAD HORSEPOWER ELECTRICAL LOCATION r,1.FU.,.. 20' TEMP. LOOP GRUNDFOS IB 1' 1/25 120VAPI�/60Hz SEE PLANS RECIRC (DOMESTIC) '2P311 WITH PUMP CHAMBER AND GONSTUCTION FOR DOMESTIC USES. KING PRESSURE OF 145 PAl. AND MIN. OPERATING TEMPERATURE OF 140' F. CIFICATIONS FOR ADDITIONAL REQUIREMENTS. THERMOSTATIC MIXING VALVE ASSEMMY SCr"TEMPULE MANUFACTURER MIN. FLOW MAX. FLOW CAPACITY MAX PRESSURE DROP PIPE SIZE PIPE SIZE NOTES SYMBOL t MODEL NO. G.P.M. G.P.M. P.S.I.G. INLETS OUTLET TMV-I TM-186-5015-PRY-RF-O-TC I 2S 10 3/4" 1" 1,2,344 NOTES I. PROVIDE PIPED ASSEMBLY WITH INLET < OUTLET SHUTOFF VALUES 2. PROVIDE WALL MOUNTING BRACKET, DIAL THERMOSTAT t TEST CONNECTION ASSEMBLY. 3. PROVIDE INTEGRAL STRAINER CHECKSTOPS ON INLETS, ROUGH BRONZE FINISH, LESS CABINET. 4. INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WATER rLIWEATER SCHEDULE MARK MAKE t MODEL TYPE STORAGE qJS DM ( ) ItC(WW AT I (MIT (BTU FLUE ( TES DESCRIPTIONS KW V PH HZ E 1 A.O. SMITH T _ELE. 50 144511 3 10 - - (2) 208 1 60 1,2 t 3 PIPE PtT RELIEF VALVE 4 PAN AS PER DETAIL DEN-52 W-20-I/2' 6 NOTES 1. PROVIDE FACTORY INSTALLED CONTROLS INCLUDING T-STATS SET ON 120' F 2. PROVIDE ALL REQUIRED OPTIONS TO COMPLETE THE INSTALLATION. 3. INSTALL EWH-1 IN ACCORDANCE TO FLORIDA BUILDING CODE - PLUMBING, MECHANICAL t NATIONAL ELECTRIC CODES, APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 4. WIRE FOR NON -SIMULTANEOUS ELEMENT OPERATION. 5. PROVIDE A 3 YEAR WARRANTY. NSION TANK °SDUL FEXT-I ANUFACTURER t MODEL TYPE MAX. PRESS. PSI MAX OPERATING TEMP.'_ TANK VOLUME GAL (TOTAL) TANK ACCEPTANCE GAL AIR PRE-C1HAWsED PSI CONNECTION SIZE TANK SIZE NOTES DIAMETER - IN LENGTH - M TTS 0 DET-5-Ml POTABLE WATER W 140 2.1 85 40 3/4" MALE 8-3/8" 12-1/2" NOTES: 1 t 2 E BRACKETS FOR TANK SUPPORT. 2. TANK SHALL BE LISTED FOR POTABLE WATER INSTALLATION. REVISIONS BY �i 00 • .V,, m N o00 _ �xti =' V N N GL G ,2 �-� o c `� • N '�, � ULo it E a co 3 ti �---• E a� N �-� "' 1; 1 u i ��wv]AWfi� E OEy51 C L' e?� 4I a r ID IV'- ®61 ®fie• 10 0 O _J F �¢ o x > `o M ry c E U 6 m c Z c o - - o ¢ Ts w p� E E � U a) c �z � Nm > _I -a � Q - m .2 00 mW w ui r, „ o - .0 ul 0- E N �t 0 0 a ¢ .z �a ms 0 UC •v J I- xx- i LJ W v� U Q U) O a Uw �`'- m OO��y >�U�L O _ N C- o QZLLJ 00 Om m J � 1L. Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: Job: 10-61 Sheet p 1 CWNERAL PLUM51NG NOTES ALL EXISTING PIPING, VALVES, FIXTURES, ETC. TO BE REMOVED INSIDE BUILDING. 2. EXISTING DOMESTIC WATER E SANITARY PIPING TO BE REMOVED BELOW FLOOR AND PLUGGED 5' OUTSIDE OF NEW BUILDING FOOTPRINT. 3. REMOVE ALL EXISTING ROOF DRAINS t ASSOCIATED PIPING. CONTRACTOR TO VERIFY ALL LOCATIONS. IOLL115ING KEYED NOTES 0 EXISTING WATER CLOSET TO BE REMOVED. REMOVE ALL ASSOCIATED PIPING. OEXISTING LAVATORY TO BE REMOVED. REMOVE ALL ASSOCIATED PIPING. OEXISTING WATER COOLER TO BE REMOVED. REMOVE ALL ASSOCIATED PIPING. OEXISTING SINK TO BE REMOVED. REMOVE ALL ASSOCIATED PIPING. 6 O EXISTING DOMESTIC WATER PIPING UP TNRU FLOOR TO BE REMOVED. OEXISTING SANITARY CLEANOUT TO BE REMOVED. —q II ti IME,,. JI Q rr a i t I I I r w -._ - - - — — —I- - — —. I wy I II t- l L li T IVA re II fill ii ! Ild I i l (I I !Iil ( ( r �� ({ Iii FF f J II s II }Il; N� #iHi TT----_____.._..___.__:! it }IIII �� fl !I x// ! I E I {I11 CL _ 3 I ! i i � I IIII II II #Ii41 (DIPLE. 1� DEMOLITION FLOOR PLAN Se�i®�® Nr_1�7 1 ®-:0 S`fAi OF i A1, REVISIONS BY 7 f, UO M N �w "o o� U �xti Cq CD U �. o ro n CD . N " ti Q 00 O a� t� oxti 0 �--� ti a N i--r Cl) q Uzi w O M C � € c _o` I , .� 2-:w F � a �w 0�5o E_ m C z m U w3 n8 � c 0. C op . E w (p g 5 (A � m E N U 6 U a _0 �m � �Z C " cc > �N D _0 _ mw Q � m� m� W-0in m, oo d EH o O 0 „8 UL O '- Z W v J I— CL U Z m w W -v J U �•L C Q N O QU_WL` C 0 Q�' U � o �a F_ N C- �OW�ty OW m LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: Job: 10-61 Sheet P2 REVISIONS BY CONNECT TO �TOP-BEAM �TOP-OF TEES AS C-CLAMP TRUSSES REQUIRED C-CLAMP GALVANIZED BRACKET PLUMBING PIPING 1-1/2" NPt INSIDE MAY EXTEND AS WITH FIRE RETARDANT A WASTE INSERT, ATTACHED TO THREADS VAT OR I -BEAM STEEL TRUSSES STRUT TAILPIECE -- CHROME WALL /2" A.T R t0 STRUCTURE SLDIP JOINT ,,,-WALL COVER < SCREW A.T.R. �A.t.R. ��WALL LOCKING NUT PLUGGED TEE-L- ----- ---�- CHANNEL TO ' WITH CLEANOUT SWIVEL RING ---------- ------------ ------------- - SUPPORT SERVICES SLIDE JOINT SWIVEL RING BALANCE OF CO DOUBLE SUPPORT u m PIPING SAME + + NUT WITH WASHER SPECAS ( CATION R 0 N «i I` U N G.O. Cq . 00 F" L4� c0 U NOTES: tl Q E 1. ALL HANGERS TO COMPLY WITH 2O10 FLORIDA PLUMBING CODE. °' 00 ti 3 2. DISTANCE BETWEEN HANGERS SHALL 5E AS PER 2010 FPC TABLE 305B 3. PIPE SCHEDULE AS PER SPECIFICATION. C' 3 C a 0 �m O P-T10 RoP DETAIL � WALL CLEANOUT DETAIL PIPE HA R DETAIL O NOT TO SCALE O NOT TO SCALE NI�� DETAIL NOT TO SCALE O NOT TO SCALE � 1 � 1 WASTE OR VENT RISER r i — — — — — — i} s PIPING TO LAVATORY OR SINK METAL OR WOOD STUD------,1/2" C.W. FROM WATER - - - - - - - - - - - SET SCREWS�'d' w a SUPPLY z o` FIRE -RETARDANT INSERT I i EXTEND FOR I/2" COPPER PIPE �� L.�, z W AS A c( SHUT-OFF A • , „,L ACCESS 7E OR ATTACH TO STUDS ® VALVE LOCKING O 0 ,� -= COVER AND TRAP PRIMER DEVICE _ TEST TEE i FRAME / TP STE£LAPIPE VARIES GALVANIZED BRACKET 2 r w UPRIGHTS SEE CAPPED O CHROME ® AND UJ/OPSNCENTERS" ARCH. LEVELING I WALL WALL COVER �- UNION i D S. SCREWS THREADED PLUGGED STAINLESS STEEL BAND ATTACHED 14 WASTE RISER ®®'®�®� S, �-'®® CLEANOUT • � � � � � � � � � FINISHED TEE WITH (EQUAL TO HOLDRITE +MIO) 9 PLUG WALL I FINISHED WALL CLEANOUT • SURFACE FLOOR PENETRATION i i i SET SCREWS °°�09°N FLUSH VALVE AT WATER TIE RODS Na 31'�7 1 ® � CLOSETS BALANCE SOLDER PIPE TO BRACKET „ FINISHED FLOOR OF 1/2 C11J. PIPINGS B� ELOW °°4 PIPING COPPER -PLATED BRACKET SLAB t0 FLOOR DRAIN. 4" " ®®®®®®° NO -HUB WITH ACCESS COVER 14 SAME AS W/3/4" 4 P OPENINGS (TYPICAL) �� °0 v ®° PER (EQUAL TO HOLDRITE 'M02) A SPECIFICATION �NOTE: CARRIER WITH CONGEALED ARM5 TO 5E RATED FOR 2r2O L55. OF LOAD APPLIED TO o s N THE FRONT EDGE OF THE FIXTURE. ` m E C Z c O $ — m Q o U m3 C voo �+ L N CC WALL CLEANOUT DETAIL � E O NOT TO SCALE b U1,�TR PI'INC SUPPORTS DETAIL , tiff' PRIMER i�T,41L a LAVATORY CARRIER DETAIL W m E O NOT TO SCALE E a 9 LL NOT TO SCALE O NOT t0 SCALE j 5 cn g U CS U Md C m 2 > d � � c 0 Si t SEE PLAN'HEAT TRAP Q w 0 ,2 '0o FOR SIXES (TYPICAL) NOTES: e 0 o 2 a s I. EWH-1 - ELECTRIC WATER HEATER I-1/4" (120') .2 a Yg (SEE SCHEDULE) Hut - - - - 2. EXt-1 -EXPANSION tAhYdG DOMESTIC WATER BALANCING VALVE (SEE SCHEDULE) SUPPLY AND CHECK ON EACH GRADE HEAVY DUTY V N --- ELE. 3. RCP-1 - RECIRC PUMP 0 RETURN LINE O TURN FLASHING _i H� 3/4 E� -1 I (SEE SCHEDULE) THERMOSTATIC MIXING Z VALVE ASSEMBLY (SEE �I5ALL VALVE I •� _ W DOWN INTO PIPE OR COVER 4. VIR - VACUUM RELIEF SCHEDULE) FOR SETUP Y--3/4 z -- VENT STACK PAVING REQUIRED CLOCK TIMER (SEE SCHEDULE) i a U Z w W v 6 MIN. (VTR) � . TACO No.4PC95 J � � 4 LB. LEAD O " FLASHING CLEANOUt 6THICK TEMP. AUQASTAT HOT WATER T Q Q N - ROOFINGS SYSTEM. CONCRETE TACO No. 4PC96 SUPPLY i ' TIAQUASTAt V W m REFER TO ASSEMBLYTSAME SIZE AS `_: `: • •.. •.•, .: :. : • •4 : • R UP TO 8 VARIES 140 _ ... .: •; "� ARCHITECTURAL SEWER TYPE 02 DRAWINGS FOR r--- --� 3/4" I �C1�IIRC-ULATOR a V . • : :: .:, AND SPECIFIC DIA. I TAP RELIEF EWH-1 i 140T .; •'' ` INSTALLATION DETAILS SEWER I VALVE) WATER �� f C O O BAR JOIST - SEE MATERIAL AND i �- FULL SIZE T4P RELIEF iSTORAGE 1 HEAT 3/4 � Q �- O � STRUCTURAL SIZE AS 3/q DISCHARCsE (SEE PLAN) i TANK i 1/2" i � Z 0 IV DWG'S. SPECIFIED L- _ _ _ b TRAP i W 00 1 DRAIN VALVE-- ---� 1/2" BY-PASS LINE i — M NOTES: WITH CHECK - � CHECK � ATTACH TOP WATTS • AS-22 3" DRAIN PAN 3/4" VALVE 3/4" =p ow i. ALL VENTS THROUGH ROOF SHALL BE A BUILDING SUPPORT STAND —j 1-1/4"F �i----120° — - - 120' m MIN. OF 10'-0" FROM OUTSIDE AIR INTAKES. STRUCTURE LJ- 2. ALL VENTS THROUGH ROOF FLASHING DOMESTIC HOT r 1-I/4" L5ALANCIWs WATER RETURN Date: 06. 12. 12 SHALL 5E 5Y METAL ROOF MANUFACTURER COLD VALVE PPLY - - Scale: AS NOTED FINISHED FLOOR MS5-1 3/4" Project Mgr: AAY Drawn: Job: 10-61 9 VENT THRU ROOD DETAIL ,I® 2-WAY GRADE CLEANOUT DETAIL(D[5ECTRIC WATER I -EATER DETAIL THERMOSTATIC MIX( Y Sheet NOT TO SCALE 1Z PIPING �ET�►ILO NOT TO SCALETO SCALE O NOT TO SCALE oPLUMBING DETAILS P 5 NOT TO SCALE MECHANICAL SPECIFICATIONS MEC44ANICAL STET INDEX MI MECHANICAL LEGEND 4 SPECIFICATIONS M2 MECHANICAL RENOVATION PLAN MECHANICAL SPECIFICATIONS I. GENERAL RESPONSIBILITIES OF THE CONTRACTOR 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 2010 FLORIDA BUILDING CODE AND 2010 FLORIDA ENERGY CODE (INCLUDING THE 2010 SUPPLEMENTS), 2011 NATIONAL ELECTRIC FIRE CODES, AND ALL OTHER STATE ACODE, NFPA ND LOCAL CODES. SUFFICIENT CLEARANCES ARE PROVIDED FOR MAINTENANCE. ALL MECHANICAL EQUIPMENT AT A HEIGHT GREATER THAN SIXTEEN (16) FEET SHALL HAVE A PERMANENT MEANS OF ACCESS. ALL COMPRESSORS SHALL HAVE A MINIMUM OF THIRTY (30) INCHES OF CLEAR SPACE ON THE SERVICE SIDE(S). THE MECHANICAL CONTRACTOR SHALL PROVIDE VIBRATION ISOLATION AS RECOMMENDED BY THE MANUFACTURER(S) AND/OR REQUIRED BY THE MECHANICAL ENGINEER TO ENSURE QUIET OPERATION OF THE MECHANICAL EQUIPMENT. NO UNDUE VIBRATION OR SOUND SHALL BE TRANSMITTED TO THE STRUCTURE OR ANY OCCUPIED SPACES WITHIN THE STRUCTURE.APPROVED THAN ONE AND ONE-HALF (15) DUCT DIAMETERS. SAGS SHALL NOT EXCEED ONE-HALF (05) INCH PER LINEAR FOOT OF FLEXIBLE DUCT. HANGERS, SADDLES, AND OTHER SUPPORTS SHALL HAVE A MINIMUM WIDTH OF ONE AND ONE-HALF (15) INCHES. THE MECHANICAL CONTRACTOR SHALL PROVIDE SUPPORT FOR NEW AND EXISTING FLEXIBLE DUCTWORK IN THE SCOPE OF WORK WITH A MAXIMUM SPACING OF 5'-0", UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS OR AUTHORIZED BY THE MECHANICAL ENGINEER FOR ACHA RELATED PROJECTS SUCH AS HOSPITALS, ASC'S AND NURSING HOMES, THE FLEX DUCT SHALL BE THERMAFIN, METALFLEX OR APROVED EQUAL PER FBCB 41S3.11%o. PENETRATION OF A SMOKE ASSEMBLY OR CHASE. EACH FIRE/SMOKE DAMPER SHALL CLOSE AND THE ASSOCIATED AIR HANDLER SHALL SHUT DOWN IF EITHER OF THE AIR HANDLER'S OR THE SPACE'S SMOKE DETECTORS ARE ACTIVATED. THE MECHANICAL CONTRACTOR SHALL PROVIDE ADDITIONAL DUCTWORK AND PIPING SUPPORTS WITHIN EIGHTEEN (18) INCHES OF BOTH SIDES OF ALL FIRE -RATED ASSEMBLIES. DUCTWORK AND PIPING SHALL NOT BE SUPPORTED BY FIRE -RATED WALLS, BUT INSTEAD SHALL BE SUPPORTED BY THE BUILDING STRUCTURE. 1. SMOKE DETECTORS 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, SUBMITTHREE (3) BOUNDREPORT t0 THE MECHANICAL ENGIOPIES NEER, F THE TEST AND BALANCE M3 MECHANICAL ROOF PLAN M4 MECHANICAL SCHEDULES M5 MECHANICAL DETAILS M6 MECHANICAL DETAILS (CONT.) /� C,1�lIC,4l.. LEGEND 50 NEW CEILING DIFFUSER/GRILLE CLAY -IN) THE THE MECHANICAL CONTRACTOR SHALL PROVIDE 2" FILTER 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 RACKS FOR THE MECHANICAL EQUIPMENT AS REQUIRED. THE FILTER RACKS SHALL BE INSTALLED SUCH THAT SUFFICIENT CLEARANCES ARE PROVIDED FOR MAINTENANCE AND SHALL BE SEALED AIRTIGHT. THE FILTERS SHALL BE REMOVABLE FROM EITHER (OR BOTH) SIDE (6) OF THE FILTER SECTION(S). THE MECHANICAL CONTRACTOR SHALL PROVIDE A TOTAL OF THREE (3) COMPLETE SETS OF FILTERS FOR ALL MECHANICAL 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 2010 FLORIDA ENERGY CODE. THE MECHANICAL CONTRACTOR SHALL PROVIDE HOT -DIPPED INDIVIDUAL AIR HANDLING SYSTEMS WITH A DESIGN CAPACITY OF MORE THAN 2000 CFM SHALL AUTOMATICALLY SHUT DOWN BY MEANS OF AN APPROVED SMOKE DETECTOR PLACED IN THE SUPPLY AIRFLOW AFTER ANY AIR FILTERS AND BEFORE ANY BRANCH CONNECTIONS IN THE SUPPLY DUCTWORK THE MECHANICAL CONTRACTOR SHALL PROVIDE SYSTEM 11, 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 HAROCOPY FORMATS TO THE OWNER UPON FINAL COMPLETION ® SUPPLY DIFFUSER BLANKING NEW HIGH PRESSURE DUCTWORK SUPPLY DUCTWORK TRANSITION UP OR DOWN 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 EQUIPMENT IN THE SIZE AND ARRANGEMENT RECOMMENDED BY THE MANUFACTURER THE 2" FILTERS SHALL PROVIDE ASHRAE 52.2 FILTRATION EFFICIENCY AS SHOWN ON THE CONSTRUCTION DOCUMENTS OR MINIMUM MERV 6 FILTRATION EFFICIENCY IF NO HIGHER VALUE IS SPECIFIED. THE MECHANICAL CONTRACTOR SHALL PROVIDE A ASHRAE 62.1-2010 SECTION 5.11 COMPLIANT DRAIN PAN. THE MECHANICAL CONTRACTOR SHALL PROVIDE A SECONDARY GALVANIZED STEEL FASTENERS, ANCHORS, RODS, STRAPS, TRIM, AND ANGLES FOR INTERIOR DUCTWORK SUPPORTS. INTERIOR DUCTWORK SUPPORT SPACING SHALL NOT EXCEED 5'-0". 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 SENSOR MODEL DH100ACDCP 4-WIRE PHOTOELECTRIC SMOKE DETECTORS AS REQUIRED WITH MODEL SSK 451 MULTI -SIGNALING ACCESSORIES LOCATED IN HIGHLY VISIBLE AREAS. IF ANY ONE SMOKE DETECTOR IS ACTIVATED, THEN ALL OF THE ASSOCIATED AIR HANDLING SYSTEMS (UP TO TEN) SHALL SHUT DOWN. THE MECHANICAL CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM OF THIS TYPE FOR EACH INCREMENT OF TEN (10) AIR HANDLING SYSTEMS. THE MECHANICAL CONTRACTOR SHALL PROVIDE SAMPLING TUBES 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. �j-�� 1 A RETURN DUCTWORK TRANSITION UP OR DOWN LA W EXHAUST DUCTWORK TRANSITION UP OR DOWN DUCTWORK CROSSOVER OR CROSSUNDER AT 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. DRAIN PAN AND A FLOAT SWITCH UNDER EACH AIR HANDLER THE FLOAT SWITCH SHALL SHUT ITS ASSOCIATED AIR HANDLER DOWN IF OVERFLOW IS DETECTED. ALL REFRIGERANT LINES AND ACCESSORIES SHALL BE SIZED AND INSTALLED PER THE EQUIPMENT MANUFACTURER'S' RECOMMENDATIONS. THE MECHANICAL CONTRACTOR AND MANUFACTURER(S) SHALL STUDY THE COMPLETE SET OF CONSTRUCTION DOCUMENTS AND EXISTING AND PROPOSED CONDITIONS TO ENSURE THAT THE MECHANICAL EQUIPMENT HAS 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 SOA. 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 AS REQUIRED, THE CONTRACTOR -PROVIDED INSTRUCTIONS TO THE OWNER FOR OPERATING AND MAINTAINING ALL MECHANICAL EQUIPMENT SHALL INCLUDE TESTING ALL AUTOMATIC SHUTDOWN DEVICES AT LEAST ONCE PER YEAR SPECIAL INSTRUCTIONS SHALL BE GIVEN WITH REGARD TO ENSURING THAT SMOKE SENSING DEVICES ARE PROPERLY CLEANED AND CALIBRATED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. MORE INFORMATION IS AVAILABLE IN CHAPTER 4 OF NFPA WA. 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. THE MECHANICAL CONTRACTOR'S DISCRETION W* ELBOW WITH TURNING VANES 45' ELBOW WITH TUNING VANES R SPIN -IN FITTING 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 THE CAPACITY TO PROPERLY RETURN OIL TO THE COMPRESSOR(S). THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE MANUFACTURER(S) IS/ARE AWARE OF THE HORIZONTAL DISTANCE AND VERTICAL RISE BETWEEN EACH AIR HANDLER AND ITS ASSOCIATED CONDENSING UNIT. THE MECHANICAL CONTRACTOR SHALL PROVIDE A REFRIGERANT 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 MOTORIZED DAMPERS IN ALL OUTSIDE AIR DUCTS. THE MECHANICAL AND ELECTRICAL CONTRACTORS SHALL PROVIDE EACH AIR HANDLING SYSTEM WITH A MINIMUM OF ONE (1) MANUALLY -OPERABLE MEANS TO SHUT DOWN ALL SUPPLY, RETURN, EXHAUST, AND OUTSIDE AIR FANS IN AN EMERGENCY. MORE INFORMATION IS AVAILABLE IN CHAPTER 4 OF NFPA SOA. y� SPIN -IN FITTING WITH DAMPER FLEXIBLE DUCT CONNECTION DRAWINGS MAY BE SUBMITTED AS HAND -DRAWN NOTES UPON A COPY OF THE CONSTRUCTION DOCUMENTS IF PERMISSION IS RISER DIAGRAM SHOWING ALL REFRIGERANT LINE SIZES AND ACCESSORIES WITH THE EQUIPMENT SUBMITTALS. REFRIGERANT THE MECHANICAL CONTRACTOR SHALL PROVIDE AN S. CONDENSATE DRAIN LINES VOLUME DAMPER OBTAINED FROM THE MECHANICAL ENGINEER THE LINES SHALL BE FILLED WITH DRY NITROGEN DURING OPPOSED -BLADE VOLUME DAMPER FOR EVERY RECTANGULAR CONSTRUCTION DOCUMENTS ARE DIAGRAMMATIC IN NATURE AND INTENDED SOLELY TO CLARIFY THE SCOPE OF WORK AND SOLDERING. THE MECHANICAL CONTRACTOR SHALL TEST, CLEAN, AND DEHYDRATE ALL REFRIGERANT LINES AND BRANCH AND OUTLET AND AT EVERY RECTANGULAR TAKE -OFF FOR A DIFFUSER OR GRILLE. (ROUND OR OVAL BRANCHES, CONDENSATE DRAIN LINES SHALL BE CONSTRUCTED OF COPPER (TYPE 'L' OR HEAVIER), OR GALVANIZED STEEL ACCESS PANEL INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. THE PROVIDE THE CRITICAL CHARGE(S) OF REFRIGERANT PER THE OUTLETS, AND TAKE -OFFS FOR DIFFUSERS AND GRILLES SHALL (MINIMUM SCHEDULE 40). THE MECHANICAL CONTRACTOR CONSTRUCTION DOCUMENTS ARE NOT INTENDED TO ALERT THE CONTRACTOR(S) OF ALL OBSTACLES. THE SHOP DRAWINGS MECHANICAL EQUIPMENT MANUFACTURER'S' RECOMMENDATIONS. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL BE PROVIDED WITH STANDARD VOLUME DAMPERS.) NOT ALL DAMPERS ARE SHOWN ON THE CONSTRUCTION DOCUMENTS. SHALL PROVIDE A P-TRAP AT EACH AIR HANDLER'S CONDENSATE DRAIN LINE CONNECTION. EACH CONDENSATE CD NEW CONDENSATE LINE SHALL SHOW THE COORDINATION OF DUCTWORK AND MECHANICAL EQUIPMENT INSTALLATION WITH EXISTING AND NEW NECESSARY VALVES, TRAPS, SIGHT GLASSES, AND OTHER ACCESSORIES AS RECOMMENDED BY THE MECHANICAL HOWEVER, DAMPERS ARE REQUIRED FOR EVERY BRANCH, OUTLET, AND TAKE -OFF. SOME DAMPERS MAY BE REQUIRED DRAIN LINE SHALL BE SLOPED DOWN A MINIMUM OF ONE -EIGHTH (1/8) INCH PER LINEAR FOOT TOWARD THE ASSOCIATED POINT DIRECTION OF AIR FLOW OBSTACLES INCLUDING, BUT NOT LIMITED TO, ELECTRICAL EQUIPMENT MANUFACTURER(S). SERVICE FITTINGS SHALL BE AFTER TRANSITIONS. OF DISCHARGE. CONDUITS, FIRE PROTECTION PIPING, RAIN LEADERS, SANITARY DRAINS, STRUCTURAL MEMBERS, AND WATER PIPING, AS WELL ACCESSIBLE. THE MECHANICAL CONTRACTOR SHALL PROVIDE 'PATE" PIPE CURB ASSEMBLIES FOR ALL REFRIGERANT LINES THE MECHANICAL CONTRACTOR SHALL ATTACH A THE DIAMETER OF THE CONDENSATE DRAIN LINE SHALL BE U� DOOR UNDERCUT AS THE MECHANICAL EQUIPMENT MANUFACTURER'S' RECOMMENDED CLEARANCES AND THE STRUCTURAL ENGINEER'S RECOMMENDATIONS REGARDING THE INSTALLATION PENETRATING ANY ROOF. EACH OX SPLIT SYSTEMS AIR HANDLER AND CONDENSING UNIT 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 EQUAL TO OR GREATER THAN THE CONDENSATE DRAIN LINE CONNECTION. TO AVOID EXCESSIVE DIPS IN AND TO PREVENT ANY SHIFTING OF THE CONDENSATE DRAIN LINES, THE O REMOTE TEMPERATURE SENSOR AND ATTACHMENT OF ROOF -MOUNTED AND EXTERIOR GROUND -MOUNTED EQUIPMENT. THE MECHANICAL CONTRACTOR SHALL BE BY ONE MANUFACTURER AND SHALL HAVE OR EXCEED THE CAPACITIES LISTED IN THE EQUIPMENT HANG A MINIMUM OF 12" BELOW THE BOTTOM OF THE ASSOCIATED DUCT. MECHANICAL CONTRACTOR SHALL PROVIDE SUPPORTS AT THE FOLLOWING INTERVALS: THREE (3) FEET FOR CONDENSATE SD SMOKE DETECTOR SHALL ALSO SHOW THE EXISTING CONDITIONS ON THE SHOP SCHEDULE(S) ON THE CONSTRUCTION DOCUMENTS. EACH DRAIN LINES CONSTRUCTED OF PVC, SIX (6) FEET FOR DRAWINGS WHERE THE EXISTING CONDITIONS ARE DIFFERENT FROM THOSE SHOWN ON THE CONSTRUCTION DOCUMENTS. ELECTRIC HEATER SHALL HAVE OR EXCEED THE CAPACITIES AND ELECTRICAL REQUIREMENTS LISTED IN THE EQUIPMENT THE MECHANICAL CONTRACTOR SHALL CLEARLY AND PERMANENTLY MARK EACH VOLUME DAMPER'S OPEN AND CONDENSATE DRAIN LINES CONSTRUCTED OF COPPER AND TEN (10) FEET FOR CONDENSATE LINES CONSTRUCTED OF STEEL. O TEMPERATURE SENSOR / THERMOSTAT SCHEDULE(S) ON THE CONSTRUCTION DOCUMENTS. THE CLOSED POSITIONS. THE MECHANICAL CONTRACTOR SHALL CONDENSATE DRAIN LINE SUPPORTS SHALL BE FIXED SOLIDLY PRIOR TO STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL STUDY THE COMPLETE SET OF MANUFACTURER(S) AND THE MECHANICAL CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL DX MECHANICAL EQUIPMENT PROVIDE A VOLUME DAMPER WITH A 2" STANDOFF WITH A LOCKING QUADRANT THAT IS 24 GAUGES OR 2 GAUGES HEAVIER IN PLACE. W x D RECTANGULAR DUCT WIDTH x DEPTH (INCHES) CONSTRUCTION DOCUMENTS AND COORDINATE WITH THE MANUFACTURER(S) AS REQUIRED TO PROVIDE EQUIPMENT INCLUDING, BUT NOT LIMITED TO, AN ANTI -SHORT -CYCLE TIMER FOR EACH COMPRESSOR, HEAD PRESSURE CONTROL, HIGH PROVIDE AND INSTALL 'RISKIN PRD-18" POSITIVE PRESSURE THE MECHANICAL CONTRACTOR SHALL ROUTE CONDENSATE DRAIN LINES TO THE NEW DOWNSPOUT OR GUTTER SYSTEM. ROUND DUCT DIAMETER (INCHES) SUBMITTALS TO SUBMIT TO THE MECHANICAL ENGINEER FOR APPROVAL. THE EQUIPMENT SUBMITTALS SHALL INCLUDE DIMENSIONS, WEIGHTS, SPECIFIED ACCESSORIES AND REQUIRED PRESSURE CONTROL (MANUAL RESET), AND LOW PRESSURE CONTROL (AUTO RESET). RELIEF DOORS IN SUPPLY DUCTWORK FOR ALL AIR HANDLER SYSTEMS WITH SMOKE DAMPERS. PROVIDE AND INSTALL "RUSKIN NRD-18 NEGATIVE PRESSURE RELIEF DOOR IN RETURN THE MECHANICAL CONTRACTOR SHALL INSULATE EACH CONDENSATE DRAIN LINE WITH ONE-HALF (1/2) INCH ARMAFLEX EQ EQUIPMENT TAG INO CLEARANCES, AS WELL AS FAN CURVES, SOUND LEVELS, THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL DUCTWORK FOR ALL AIR HANDLER SYSTEMS THAT HAVE WHEREVER THAT CONDENSATE DRAIN LINE IS ROUTED WITHIN CONSTRUCTION DETAILS, WARRANTY INFORMATION, AND ALL STARTERS, CONTACTORS, RELAYS, CONTROLS, AND MOTORIZED RETURN AIR DAMPERS OR SMOKE DAMPERS. THE STRUCTURE OR THE CONDENSATE MAY OTHERWISE CAUSE OTHER RELEVANT DATA PRESENTED IN THE SAME FORMAT AS ACCESSORIES NECESSARY TO PROVIDE A COMPLETE AND DAMAGE. THE EQUIPMENT SCHEDULES ON THE CONSTRUCTION DOCUMENTS. EQUIPMENTWITHINWATT N THE SCOPE OF WOW.- E ELECTRICAL OWER AND CONTROL SYSTEM FOR THE (CAL THE MECHANICAL CONTRACTOR SHALL CLEARLY LABEL ALL �.1 ' /� t Q /� Q Q /� CALCULATIONS 15ASIS � LOAD C� LCULA i IONS THE MECHANICAL ENGINEER'S APPROVAL OF THE SHOP CONTRACTOR WILL PROVIDE ALL DISCONNECT SWITCHES, 5. DUCT LEAKAGE PERFORMANCE CONDENSATE DRAIN LINES TO INDICATE CONTENT AND ROOM NUMBER AND NAME NUMBER OF PEOPLE MISC. HEAT LOAD(S) DESCRIPTION OF HEAT LOAD(S) DRAWINGS AND EQUIPMENT SUBMITTALS DOES NOT IN ANY WAY RELIEVE THE MECHANICAL CONTRACTOR FROM HIS/HER RESPONSIBILITY TO FURNISH EQUIPMENT AND MATERIALS 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. DUCT CONSTRUCTION AND SEALING SYSTEMS SHALL MEET THE REQUIREMENTS OF THE 2010 FLORIDA ENERGY CODE AND DIRECTION OF FLOW. AND/OR PERFORM WORK AS REQUIRED BY THE CONSTRUCTION DOCUMENTS. THE MECHANICAL ENGINEER MAY REQUIRE THE THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER OPERATION OF THE COMPLETE SYSTEM AND SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS". IF THERE IS A CONFLICT AMONG THE STANDARDS, THEN THE MORE S. CONTROLS 102 - WAITING 25 950W 1 VEND, i HI-LO 104 - KIDS WAITING S 20OW 1 TV MECHANICAL CONTRACTOR TO REDO ANY WORK THAT DOES NOT MEET THE DESIGN INTENT OF THE MECHANICAL ENGINEER SHALL ENSURE THAT WIRING DIAGRAMS ARE PROVIDED TO THE OWNER NO WIRING OF ANY KIND SHALL BE EXPOSED IN STRINGENT STANDARD SHALL BE ENFORCED. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROLS AND SUB -CONTRACT TO THE ELECTRICAL 106 - OFFICE 1 350W I PC + 2 GUESTS OR THE MECHANICAL ENGINEER MAY REQUIRE A CREDIT TO THE FINISHED AREAS. THE MECHANICAL CONTRACTOR SHALL SEAL ALL TRANSVERSE CONTRACTOR ALL CONTROLS POWER AND TRANSFORMERS NOT OWNER THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL PENETRATIONS TO A MAXIMUM ALLOWABLE DUCT LEAKAGE CLASS OF THREE IDENTIFIED IN THE ELECTRICAL PORTION OF THE CONSTRUCTION DOCUMENTS. 109 - BREAKROOM 12 140OW i REF, COFFEEMAKER ALTERNATIVES TO THE SCHEDULED EQUIPMENT AND MATERIALS MUST BE EQUAL t0 OR EXCEED THOSE SCHEDULED. IF MECHANICAL EQUIPMENT IS STARTED, TESTED, ADJUSTED, AND PLACED IN SATISFACTORY OPERATING CONDITION PRIOR TO (3) CFM PER 100 SQUARE FEET OF DUCT AREA (15%) FOR ROUND DUCT AND SIX (6) CFM PER 100 SQUARE FEET OF DUCT THE MECHANICAL CONTRACTOR SHALL PROVIDE A 113 -OFFICE 1 350W I PC + 2 GUESTS SUBSTITUTIONS FOR SCHEDULED EQUIPMENT AND MATERIALS ARE TO BE MADE, THEN THE MECHANICAL CONTRACTOR SHALL SUBSTANTIAL COMPLETION. THE MECHANICAL CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP, MATERIALS, AND AREA (3%) FOR ALL OTHER DUCT TYPES, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS OR AUTHORIZED BY PROGRAMMABLE THERMOSTAT FOR EACH NEW AIR CONDITIONING SYSTEM. THE MECHANICAL CONTRACTOR SHALL 115 - RECEPTION 5 150OW 5 WS, I COPIER 115 - LAB 4 80OW 2 REF FIRST SUBMIT TO THE MECHANICAL ENGINEER COMPARATIVE LITERATURE CLEARLY SHOWING THE EQUIVALENT OPERATING MECHANICAL EQUIPMENT TO BE FREE OF DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE THE MECHANICAL ENGINEER TRANSVERSE JOINTS ARE CONNECTIONS OF TWO DUCT OR FITTING ELEMENTS ORIENTED COORDINATE THE INITIAL OCCUPANCY SCHEDULES) AND PROGRAMMING WITH THE OWNER AND PROVIDE TRAINING AS CAPABILITIES AND OTHER PROPERTIES OF THE SUBSTITUTIONS. BY THE OWNER AND SHALL REPAIR ANY DEFECTS OCCURRING PERPENDICULAR TO THE DIRECTION OF THE AIRFLOW. REQUIRED. 121 - CHECK-OUT 3 - ALL DEVIATIONS MST BE CLEARLY IDENTIFIED AND A REQUEST MUST BE MADE SPECIFIC FOR ALL DEVIATIONS. WHEN WITHIN THAT TIME WITHOUT COST TO THE OWNER ALL MECHANICAL EQUIPMENT IN THE SCOPE OF WORK SHALL BE LONGITUDINAL SEAMS ARE JOINTS ORIENTED IN THE DIRECTION OF THE AIRFLOW. DUCT WALL PENETRATIONS ARE OPENINGS EACH THERMOSTAT, HUMIDISTAT, AND TEMPERATURE SENSOR 122 - TRIAGE 3 . - - SUBSTITUTIONS ARE MADE, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY OF COORDINATING WITH OTHER TRADES ON COVERED FOR THE DURATION OF THE MANUFACTURER'S' GUARANTEE(S) OR WARRANTY(IES) AND THE CONTRACTOR MADE BY SCREWS, NON -SELF-SEALING FASTENERS, PIPES, TUBING, RODS, AND WIRE. ROUND AND FLAT -OVAL SPIRAL SHALL BE INSTALLED AT 4'-6" ABOVE THE FINISHED FLOOR UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS. 124 - TREATMENT 2 20OW MISC. 125 - TREATMENT 2 20OW MISC. ANY CHANGES REQUIRED FOR THE SUBSTITUTION, INCLUDING COSTS, ASSOCIATED WITH DUCTWORK, PIPING, ELECTRICAL AND SHALL PROVIDE THE OWNER WITH ORIGINALS OF ALL MANUFACTURER'S' GUARANTEES AND WARRANTIES. ALL LOCK SEAMS NEED NOT BE SEALED PRIOR TO ASSEMBLY BUT SHALL BE COATED AFTER ASSEMBLY TO REDUCE LEAKAGE. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF EACH THERMOSTAT, HUMIDISTAT, AND 126 - TREATMENT 2 20OW MISC. STRUCTURAL TO IMPLEMENT THE SUBSTITUTED ITEM(S). THE MECHANICAL CONTRACTOR SHALL VERIFY THE LOCATIONS COMPRESSORS SHALL BE PROVIDED WITH A MINIMUM FIVE (5) YEAR WARRANTY. ALL OTHER CONNECTIONS ARE CONSIDERED TRANSVERSE JOINTS INCLUDING, BUT NOT LIMITED TO, SPIN -INS, TAPS OR OTHER BRANCH CONNECTIONS, ACCESS DOOR FRAMES, AND TEMPERATURE SENSOR WITH THE ARCHITECT AND OWNER AND SUBMIT THE PROPOSED LOCATION TO THE MECHANICAL ENGINEER FOR APPROVAL. THE MECHANICAL CONTRACTOR 121 - TREATMENT 2 20OW MISC. OF THE DIFFUSERS AND GRILLES AND SUBMIT A REQUEST -FOR -INFORMATION IF THERE IS A CONFLICT BETWEEN THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT VOLTAGE REQUIREMENTS WITH THE DUCT CONNECTIONS TO EQUIPMENT. MORE INFORMATION IS AVAILABLE IN CHAPTER 35 OF ASHRAE'S 'FUNDAMENTALS SHALL PROVIDE COORDINATION OF ALL THERMOSTAT, HUMIDISTAT, AND TEMPERATURE SENSOR FINISHES WITH ROOM 129 -SAMPLE ROOM 0 400W 1 REF THE ARCHITECTURAL AND MECHANICAL PORTIONS OF THE CONSTRUCTION DOCUMENTS. THE MECHANICAL CONTRACTOR VOLTAGE AVAILABLE AT THE PROJECT SITE PRIOR TO ORDERING ANY MECHANICAL EQUIPMENT. HANDBOOK': FINISHES AT NO ADDITIONAL COST TO THE OWNER 132 - TREATMENT 2 20OW MISC. 133 - RECOVERY 8 _ 10OW I REF, MISC. SHALL ALSO VERIFY THE TYPES OF CEILINGS IN THE SCOPE OF WORK PRIOR TO ORDERING DIFFUSERS AND GRILLES. FOR ALL DUCTWORK SHALL BE INSPECTED BY THE MECHANICAL ENGINEER PRIOR TO BEING COVERED OR INSULATED. THE ALL 120-VOLT RESTROOM EXHAUST FANS WITH ELECTRICAL REQUIREMENTS OF UP TO 800 WATTS SHALL BE CONTROLLED 134 - TREATMENT 2 20OW MISC. DIFFUSERS AND GRILLES LOCATED IN PLASTER OR GYPSUM 4. DUCTWORK CONSTRUCTION OWNER AND MECHANICAL ENGINEER SHALL BE PRESENT BY AN OCCUPANCY SENSOR WITH A TIME DELAY. THE. INITIAL CEILINGS, THE MECHANICAL CONTRACTOR SHALL PROVIDE TITUS MODEL TRM PLASTER FRAMES. THE FRAMES MAY BE THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' DURING ALL DUCT LEAKAGE TESTING AND THE DUCTWORK SHALL BE TESTED AS INSTRUCTED BY THE MECHANICAL TIME DELAY SHALL BE SET AT TWENTY (20) MINUTES. 136 - DICTATION 1 20OW MISC. ALUMINUM IN NON -FIRE -RATED CEILINGS BUT MUST BE STEEL IN FIRE -RATED CEILINGS. THE MECHANICAL CONTRACTOR SHALL NATIONAL ASSOCIATION'S "HVAC DUCT CONSTRUCTION STANDARDS" SHALL BE CONSIDERED PART OF THE ENGINEER AND RETESTED IF REQUIRED BY THE MECHANICAL ENGINEER IF ANY DISCREPANCIES ARE IDENTIFIED, THE THE MECHANICAL CONTRACTOR SHALL PROVIDE A HONEYWELL AT145-1214 TRANSPOIRMER, BELIMO LF24-SR-E-US 135 - CONTROL ROOM 1 50OW MISC. 13S - XRAY 4 500W MISC. COORDINATE THE FINISH OF ALL DIFFUSERS AND GRILLES, EXPOSED DUCTWORK, GRAVITY VENTILATORS, LOUVERS, AND SPECIFICATIONS FOR THIS PROJECT. ANY WORK THAT DOES NOT COMPLY WITH THESE STANDARDS MAY BE REJECTED AT DUCTWORK SHALL BE UNCOVERED AND REPAIRS SHALL BE MADE AT THE MECHANICAL CONTRACTOR'S EXPENSE. THE ACTUATOR FOR AN OUTSIDE AIR DAMPER WITH;A MINIMUM POSITIONER AND CONNECT TO OUTSIDE AIR DAMPER AND A NOTE: ROOM NUMBERS OMITTED FROM THIS LIST INCLUDE STAIRWELLS AND SMALL SPACES INCORPORATED INTO LARGER SPACES FOR SIMPLICITY. THE MECHANICAL CONTRACTOR SHALL WALL CAPS WITH THE ARCHITECT. ALL VISIBLE EXTERIOR COMPONENTS (SUCH AS EXPOSED DUCTWORK AND LOUVERS) SHALL BE PROVIDED WITH A PAINT -GRIP FINISH. ANY TIME DURING THE PROJECT. ALL EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE SHEET METAL, MECHANICAL CONTRACTOR SHALL GIVE THE MECHANICAL ENGINEER TWO (2) WEEKS NOTICE BEFORE TESTING THE DUCTWORK IF THE DUCTWORK FAILS THE DUCT LEAKAGE TEST, THEN THE MECHANICAL CONTRACTOR SHALL COMPENSATE THE HONEYWELL C1232A/5 SPACE CO2 SENSOR WITH DISPLAY. 10. TESTING AND BALANCING THE HEATING, VENTILATION, AND AIR CONDITIONING SYSTEM ANY CHANGE ORDER SUBMITTED BY THE GENERAL, MECHANICAL ENGINEER FOR AN ADDITIONAL SITE VISIT. COORDINATE THE LOCATIONS OF ALL THERMOSTATS, MECHANICAL, OR ELECTRICAL CONTRACTORS FOR WORK WITHIN ALL DUCT DIMENSIONS SHOWN ON THE CONSTRUCTION THE /MECHANICAL CONTRACTOR SHALL PROVIDE THE TEMPERATURE SENSORS, HUMIDISTATS, AND OTHER CONTROLS THE SCOPE OF THIS PROJECT SHALL NOT EXCEED THE VALUES DOCUMENTS ARE INSIDE CLEAR DIMENSIONS. THE MECHANICAL SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY TO WITH THE ARCHITECT AND OWNER AND SUBMIT THOSE LISTED IN THE MOST CURRENT VERSIONS OF THE MEANS COST DATA BOOKS FOR THE APPLICABLE TRADES. EVERY CHANGE CONTRACTOR SHALL PROVIDE FLEXIBLE CONNECTIONS BETWEEN EACH ITEM OF MECHANICAL EQUIPMENT AND ITS 6. ACCESS PANELS, FIRE DAMPERS, AND FIRE/SMOKE DAMPERS TEST, BALANCE, AND CERTIFY THE PERFORMANCE OF THE COMPLETE HEATING, VENTILATION, AND AIR CONDITIONING LOCATIONS TO THE MECHANICAL ENGINEER FOR REVIEW. ORDER SHALL BE ACCOMPANIED BY A DETAILED COST ASSOCIATED DUCT(S). ALL ITEMS OF THE HEATING, VENTILATION, SYSTEM, t0 INCLUDE SUPPLY, RETURN, OUTSIDE / MAKE-UP, AND BREAKDOWN FOR EACH TASK, INCLUDING EQUIPMENT, AND AIR CONDITIONING SYSTEM INCLUDING, BUT NOT LIMITED TO, THE GENERAL AND MECHANICAL CONTRACTORS SHALL EXHAUST AIR SYSTEMS. THE TEST AND BALANCE CONTRACTOR MATERIALS, AND LABOR THE MECHANICAL ENGINEER MAY, At AIR HANDLERS, FANS, DUCTWORK, DIFFUSERS, AND GRILLES PROVIDE ACCESS PANELS TO ALLOW ACCESS TO VOLUME SHALL PERFORM ALL TESTING, ADJUSTING, BALANCING, AND HIS DISCRETION, REQUIRE THE CONTRACTOR(S) t0 PROVIDE A SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING DAMPERS ABOVE PLASTER OR GYPSUM CEILINGS, TURNING DATA RECORDING NECESSARY TO ESTABLISH THE CAPACITY FINAL, VERIFIABLE ACCOUNTING OF EQUIPMENT, MATERIALS, AND SUSPENSION SYSTEM, BUT INSTEAD SHALL BE SUPPORTED BY VANES, FIRE DAMPERS, FIRE/SMOKE DAMPERS, DUCT -MOUNTED AND QUALITY OF THE SYSTEMS AND CONFIRM THE LABOR AFTER THE WORK IS COMPLETE AND PRIOR TO THE THE BUILDING STRUCTURE. SMOKE DETECTORS, AND WHERE REQUIRED FOR THE SATISFACTORY COMPLETION OF ALL ASPECTS OF THE SCOPE MECHANICAL ENGINEER'S APPROVAL OF THE CONTRACTOR'S' MAINTENANCE OF ALL MECHANICAL EQUIPMENT. ACCESS OF WORK THIS WILL INCLUDE NOT ONLY THE NEW SYSTEMS, BUT FINAL PAY APPLICATION(S). ALL FORTY-FIVE (45) AND NINETY (SO) DEGREE ELBOWS SHALL PANELS SHALL HAVE A FIRE RATING EQUAL TO THE ALSO ALL OF THE EXISTING SYSTEMS THAT HAVE BEEN HAVE A ONE AND ONE-HALF (15) CENTERLINE RADIUS -TO -WIDTH PENETRATED ASSEMBLY, WITH A MINIMUM FIRE RATING OF ONE MODIFIED. 3. MECHANICAL EQUIPMENT INSTALLATION OR RADIUS -TO -DEPTH RATIO OR SHALL BE CONSTRUCTED WITH (1) HOUR SINGLE BLADE TURNING VANES. ANGULAR TAPERS SHALL BE THE TEST AND BALANCE CONTRACTOR SHALL BE AN ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AS LIMITED TO THIRTY (30) DEGREES FOR CONTRACTING TAPERS THE MECHANICAL CONTRACTOR SHALL ATTACH A APPROVED MEMBER OF THE AABC OR NE55 AND SHALL REQUIRED BY THE MANUFACTURER'S' INSTALLATION AND AND TWENTY (20) DEGREES FOR EXPANDING TAPERS. BRIGHTLY -COLORED STRIP OF PLASTIC TAPE TO EVERY SPECIALIZE IN THE TESTING AND BALANCING OF HEATING, MAINTENANCE MANUALS. THOSE MANUALS WILL TYPICALLY DUCT -MOUNTED ACCESS PANEL. THE STRIP SHALL BE OF VENTILATION, AND AIR CONDITIONING SYSTEMS. THE FOLLOWING PROVIDE MORE DETAIL THAN THE CONSTRUCTION DOCUMENTS. THE MAXIMUM LENGTH OF NEW FLEXIBLE SUPPLY DUCT SHALL SUFFICIENT LENGTH TO HANG A MINIMUM OF 12" BELOW THE TEST AND BALANCE CONTRACTORS ARE PRE -APPROVED: THE IF THERE 15 A CONFLICT BETWEEN THE INSTALLATION AND BE 8'-0"1FLEXIBLE RETURN DUCT SHALL NOT BE USED. BOTTOM OF THE ASSOCIATED DUCT. PHOENIX AGENCY, TEST AND BALANCE CORPORATION, AND MAINTENANCE MANUALS AND THE CONSTRUCTION DOCUMENTS, FLEXIBLE DUCT SHALL BE INSTALLED AND SUPPORTED SO AS SPEC TECH CONSULTANTS. THE MECHANICAL CONTRACTOR THEN THE MECHANICAL CONTRACTOR SHALL SUBMIT A TO PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT THE MECHANICAL CONTRACTOR SHALL PROVIDE A FIRE SHALL SUBMIT ANY NON -PRE -APPROVED TEST AND BALANCE REQUEST -FOR -INFORMATION TO THE MECHANICAL ENGINEER DISLOCATION OR DAMAGE, AND PREVENT CONSTRICTION OF DAMPER AT EVERY DUCT PENETRATION OF A FIRE -RATED CONTRACTOR TO THE MECHANICAL ENGINEER FOR APPROVAL THE DUCT BELOW THE RATED DUCT DIAMETER FLEXIBLE DUCT ASSEMBLY AND A FIRE/SMOKE DAMPER WITH A MINIMUM PRIOR TO SUBMITTING A BID. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT BENDS SHALL MAINTAIN A CENTERLINE RADIUS OF NOT LESS FIRE/SMOKE RATING OF TWO (2) HOURS At EVERY DUCT Oi MECHANICAL ANICAL SPECIFICATIONS t LEGEND SCALE: NT5 REVISIONS BY f, �00 00 Cn o�� o Y ,�Sti YElX Y LZ. G.. u • .� O C U • C'Q Lo Q E ` > � 3 a� ti 3 N 0 N Cn �e i; Z w o %D 8 % • e Lilt � mw m� o a a 6 U) U) o o �€ om ya Z C ova � � U c a C �a or W 1_ ( �M8 U y �t d W cn _0 U oZ CD @ Nd �N C Q mE mW W�L? d =o N '@ a E 2 ° am �U � U Z LLJ v •J 1— °- Z W U �•L = Q N O a UW �LL. .-o�Q�rn L W v •- o�U� � -C F— cv a a OWN O �0 ':3 J m LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: Job: 10-61 Sheet m 1 1. ROUTE ALL EXHAUST DUCTWORK ABOVE ALL OTHER DUCTWORK UNLESS OTHERWISE INDICATED ON THE PLANS. 2. CONTRACTOR TO ENSURE THAT ALL CLEARANCES ARE PROVIDED FOR VOLUME DAMPERS, ACCESS PANELS, ECT. D S. C 0 ST E OF x, 0 R I ID 0 IkA AJA L'et" 1881m0l" Oi Il" ECHANIC L RENOVATION FLAN SCALE: 311ro" = 1'-01' REVISIONS BY 00 CC J — 0 0 0 ` E v tc",4 Cq N ro ti E .< 0 Q) E Q C\1 Cn r E- C E- -y ate1 4-4- -m-WI 06 0 rr 0 IL amN - CD 04 E & z co co Cm 0 '0 - co < - C- 01 Lu CD c 0E E < 6z -2- < 00 Lu vi — LO Lb a) E g 2 Is 0 L) 0 zor F- x LLI LLJ V) 0 < d Lu LL. onQ�� LLJ 0 :E > 0 CT-,-4 z C) m 00 N Lu 0 0 :3 —J D M L- Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: Job: 10-61 Sheet M 2 GENERAL MECHANICAL NOTES 1. CONTRACTOR SHALL ENSURE THAT ALL CLEARANCES ARE MET FOR ALL ROOF TOP EQUIPMENT. 2. CONTRACTOR SHALL COORDINATE ROUTING OF ALL PIPING WITH ANY CONDUIT LOCATED ON ROOF. MEOWAANICAL KEYEDNOTES OROUTE REFRIGERANT LINES FROM CU-1 TO AH-i PER THE MANUFACTURER'S RECOMMENDATIONS. O2 ROUTE CONDENSATE TO NEAREST APPROVED ROOF DRAIN, GUTTER, OR DOWNSPOUT ON ROOF. PROVIDE PATE ROOF SUPPORTS FOR ALL CONDENSATE PIPING. (DIMECHANICAL ROOF FLAN SCALE: 3/16" = F-0" REVISIONS BY 00 +� M N N (— U 4 x ti U ro 5 CQ Cn 3 � 3 3 ti 3 0 0 �U. N / �--• `o i� H PN A Al lt- � a xwnx � 0 0 134 o &, `9 Il® ®gam mw o d a ° a o cn a) o o �h N d€ �a o v: d C a c m r d o m co E E op � � c U B oZ and U C m z Cu > N o -0 C Q — m = W m m W CnLO o m a E, �U � U 0 —� .� Z W v J F— xx- w W v� -J U Q V) 0 a Uw �`` Q �' 00 U L v �v 0 = H N a �QW0 00N M v) 0 C 7 0� m Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: Job: 10-61 Sheet M3 e W . W a m N r-� N 0 N N M 3 rri 2 d- 0 0 M 0 N s v v m CU Q 0 Q ro V s= v o, v 0 0 en 0 N r-I V (15 s v= a` L Oc 0 fYM 0 N rl r) 0 w Q 0 0 0 N P" 1 SCHEDUul LOWER SCHM" LE LC p J FAN MARK EF-I EF-2 EF-3 EF-4 EF-5 EF-b EF-'t AREA SERVED RR RR BIOHAZ RR HOUSEKEEPING RR OXYGEN/VAGJU"I MANUFACTURER GREENHECK GREENHEdG GREENHECK GREENHECK GREENHECK GREENHECK CsREENNECK MODEL NUMBER SP-5110 SP-Sim SP-Bi0 SP-5110 SP-5150 SP-5110 G-m85-VG CFM 15 50 5m '15 115 15 400 EXTERNAL STATIC PRESSURE IIWG) m3'15 0315 0315 m3'i5 0315 0315 m50m Q QDRIVE DIRECt DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT DESIGN DRIVE LOSS - - - � FAN RPM 161 615 615 161 819 ib'I 1694 MOTOR (WATTS) 80 45 45 80 129 80 1/6 HP ELECTRICAL SERVICE 115/bm/I 115/bm/I I5/60/1 115/60/I 115/60/I 115/60/1 115/60/I BONES i 25 Z5 I 15 i Sb ROOF OPENING REQUIRED - - - - - - 125x125 Wit WEIGHT fLBSJ II Im 10 11 Il II 3'I BACKDRAFt DAMPER YES YES YES YES YES YES YES FACTORY -WIRED DISCONNECT YES YES YES YES YES YES YES SPEED CONTROLLER YES YES YES YES YES YES YES ROOF cuRB - - - - - - YES CURB SEAL YES VIBRATION ISOLATION KIT CONTINUOUS OPERATION - - - - - YES INTERLOCK WITH MECH. EQUIP. - - RTU-2 - RTU-3 - - MOTOR STARTER (DIV.16) = OCCUPANCY SENSOR YES YES YES YES tHERMOStAT _ TIME CLOCK - tOGGLE SWITCH _ � 1. COOK AND TWIN CITIES ARE APPROVED EQUALS. � 2. DASH (-) DENOTES NOT REQUIRED. Qr 3. PROVIDE 20 MINUTE TIME DELAY FOR FANS CONTROLLED BY AN OCCUPANCY SENSOR PROVIDED BY ELECTRICAL. 00 CLp ) 00 871 CD m 01 0 Cr FAN MARK EF-I EF-2 EF-3 EF-4 EF-5 EF-b EF-'t AREA SERVED RR RR BIOHAZ RR HOUSEKEEPING RR OXYGEN/VAGJU"I MANUFACTURER GREENHECK GREENHEdG GREENHECK GREENHECK GREENHECK GREENHECK CsREENNECK MODEL NUMBER SP-5110 SP-Sim SP-Bi0 SP-5110 SP-5150 SP-5110 G-m85-VG CFM 15 50 5m '15 115 15 400 EXTERNAL STATIC PRESSURE IIWG) m3'15 0315 0315 m3'i5 0315 0315 m50m Q QDRIVE DIRECt DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT DESIGN DRIVE LOSS - - - � FAN RPM 161 615 615 161 819 ib'I 1694 MOTOR (WATTS) 80 45 45 80 129 80 1/6 HP ELECTRICAL SERVICE 115/bm/I 115/bm/I I5/60/1 115/60/I 115/60/I 115/60/1 115/60/I BONES i 25 Z5 I 15 i Sb ROOF OPENING REQUIRED - - - - - - 125x125 Wit WEIGHT fLBSJ II Im 10 11 Il II 3'I BACKDRAFt DAMPER YES YES YES YES YES YES YES FACTORY -WIRED DISCONNECT YES YES YES YES YES YES YES SPEED CONTROLLER YES YES YES YES YES YES YES ROOF cuRB - - - - - - YES CURB SEAL YES VIBRATION ISOLATION KIT CONTINUOUS OPERATION - - - - - YES INTERLOCK WITH MECH. EQUIP. - - RTU-2 - RTU-3 - - MOTOR STARTER (DIV.16) = OCCUPANCY SENSOR YES YES YES YES tHERMOStAT _ TIME CLOCK - tOGGLE SWITCH _ � 1. COOK AND TWIN CITIES ARE APPROVED EQUALS. � 2. DASH (-) DENOTES NOT REQUIRED. Qr 3. PROVIDE 20 MINUTE TIME DELAY FOR FANS CONTROLLED BY AN OCCUPANCY SENSOR PROVIDED BY ELECTRICAL. 00 CLp ) 00 871 CD m 01 0 Cr F("w L-I R GREENHECK ER EHH-201 18x18 CFM 400 FREE AREA (SQFI'a m7m FREE AREA CFPMJ bm0 BIRDSCREEN YES i?00� TOP UNIT �CI�DU�.� MARK RTU-I RTU-2 RTU-3 RTU-4 WIT TYPE DwCAY DX/CAV` DX/CAV DX/CAV MANUFACTURER TRANE TRANE TRANE TRANE MODEL NUMBER THCmiZ tHGmbO THCOiZ tHCm12 NOMINAL TONNAGE b 5 b b SUPPLY AIR (CFM) Zi55 1895 2095 2045 OUTSIDE AIR (CFM) 2m0 240 180 32m _� EXTERNAL STATIC PRESSURE 1.90 135 1.9m 1.90 FAN MOTOR HORSEPOUIER - - - - TOTAL COOLING CAP. IMBH) 65b3 5340 65.h 6681 � S)=NNSIBLE COOLING GAP. fMBI-I) 51�2 44b9 5m.43 48b5 ENTERING AIR TEMP. 'F IDB/UlB) i5.4/62.9 T6.1/63B i5.4/62 9 ib5/64: I LEAVING AIR TEMP. 'F (DBN�) 56.41/5336 56.46/5381 56�6/53.12 513�/54�1 REFRIGERANT R-410A R-41mA R-410A R-410A FILTER 2" TA 2" to 2" to 2" TA Wlt WEIGHT fLBS) 1065 969 1065 ImbS ELECTRICAL SERVICE 208/3/60 208/3/60 208/3/60 208/3/60 Q 0 TOTAL HEATING CAP. (KW) 135 9 135 135 TOTAL HEATING CAP. IMBH) 61.41 4098 61r4'1 61.4'I Q MCA (AMPS) 5480 3'150 5480 5480 MOCP !AMPS) �0� 45� '10� �m� EER IZb 15.m (SEER) 12b 12b I. SEE THE CONTROLS SECTION OF tHE SPECIFICATIONS. 2. PROVIDE SMOKE DETECTORS IN THE SUPPLY AIR DUCTWORK ON ALL UNITS THAT EXCEED Z000 CFM. 3. MECHANICAL CONTRACTOR t0 PROVIDE AND INSTALL FACTORY ROOF: CURB PER � MANUFACTURES RECOMMENDATIONS. 4. MECHANICAL CONTRACTOR t0 PROVIDE MOTORIZED OUTSIDE AIR DAMPERS. S. THE MECHANICAL CONTRACTOR SHALL PROVIDE A HONEYWELL AT14B-1214 TRANSFORMER BELIMO LF24-SR-E-US ACTUATOR FOR AN OUTSIDE AIR DAMPER WITH A MINIMUM POSITIONER AND CONNECT TO OUTSIDE AIR DAMPER AND A HONEYWELL C'i232A/B SPACE CO2 SENSOR WITH DISPLAY FOR RTU-4. WHEN CO2 IS GRATER THAN 1000 PPM (ADJ.) THEN PROVIDE 320 CFM OF OA. WHEN G02 IS LESS THAN 10fd0 PF'1"I THEN PROVIDE 't5 CFM OF OA. ,41R D13tR1�3UtION 3C�DUL� CFM ��S�DESCRIPTION m-Im0 b"0 12"xl2° SUPPLY DIFFUSER Im1-20m 8°0 12"xl2" BASIS OF DESIGN: rITU8 TM9 MATERIAL: (STEEL/ALUMINUM) SD-2 0-10m 6"0 24"x24" COLOR: WHITE 101-200 s"a 24"x24" 201-325 10"0 24"x24" 326-410 1214 24"x24" 411-640 14"0 14"x24" RG-VEG-I 0-350 10"xl0" 12"xl2" RETURN/EXHAl1St GRILLE RG-2/EG-2 0-1850 22"x22" 24"x24" BASIS OF DESIGN: tITUS 35mF MATERIAL: ALUMINUM TG-I m-188m 22"x22" 24"x24° 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 RW-OUt DUCT SIRE 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 0-10m b"o I01-220 8"Ql 221-350 1rd"PJ 351-480 12"0 481-b0rd 14"0 601-1200 22x10 1201-1880 22x14 PROVIDE SQUARE t0 ROUND TRANSITIONS AS REQUIRED. 5. PROVIDE MINIMUM OF " FIBERGLASS WITH FOIL/SCRIM VAPOR BARRIER b. METAL -HIRE AND PRICE ARE THE ONLY APPROVED EQUALS. 3�'� It gYst�M °�1�U�� 3�'� It gYst�M °�1�U�� MARK AH-1 MANUFACTURER MItSUBISHI MODEL NUMBER F'IG4-AZ4FA SUPPLY AIR CFM (LOW/HIGH) 42m/64m TOTAL COOLNCs CAP. (MBH) 24 MCA (AMPS) 1 FAN MOTOR output 45W FAN MOTOR (FlA) 0.43 WALL MOUNTED REMOTE CONTROLLER PAR-2B'1AA Wlt WEIGHT (LBS) 54 MARK Cl1-I MANUFACTURER MItSUBISHI MODEL NUMBER PUY-A24NHA 0 F- 7 REFRIGERANt R410A ELECTRICAL SERVICE 208/3/bm MCA(AMPS) 18 FAN MOTOR (FL.AJ 0;15 SEER 135 WIT WEIGHT (LBS) 163 1. PROVIDE THE MANUFACTURER'S WIRELESS REMOTE CONTROL. 2. PROVIDE SINGLE POINTS OF CONNECTION. ELECTRICAL SHALL PROVIDE DISCONNECT SWITCHES. 3. STANDARD ACCESSORIES INCLUDE INTERNAL COMPRESSOR HIGH AND LOW F'�SSURE AND TEMPERATURE PROTECTION, LIQUID LINE FILTER/DRYERS, LOW PRESSURE SWITCHES, tHERMAL EXPANSION VALVES, AND 6-YEAR d� � COMPRESSOR AND 1-YEAR PARTS WARRANtIES. 4. SET CONDENSING UNIT ON A ROOF MOUNTED z EQUIPMENT CURB WITH HURRICANE TIE DOWNS. 5. THE MECHANICAL CONTRACTOR MUST OBtAiN SUBMITTAL APPROVAL FROM BOTH tHE ELECTRICAL AND MECHANICAL ENGINEERS BEFORE PLACING THE FINAL ORDER b. PROVIDE EXTENDED WARRANTY Il�Ofd'1ATION t0 THE OWNER FOR CONSIDERATION. i. PROVIDE EVAPORATOR DEFROST CONTROLS WITH THERMAL EXPANSION VALVES AND LOW AMBIENT COOLING TO 30'F. 8 PROVIDE A HARD START KIT FOR ANY SINGLE PHASE SYSTEM WITH A LINESET OF ONE -HUNDRED (100) FEET OR MORE. REVISIONS BY i i u N Y T V N J z w. > w a 0 r-I W N N 0 N N Q 3 0 0 m 0 N V v m 0 a u O Q v u of D u 0 0 M 0 ul u V Q Q5 O 0 0 N .Q 0 w tA CD 0 N ri FACTORY- INSTALLED OUTSIDE AIR INTAKE FACTORY -WIRED DISCONNECT FACTORY -WIRED SPEED CONTROLLER I�Vvr vcV1� 0 SLOPED DRAIN PAN KEYED NOTES: Ol UNIT IDENTIFICATION PLATE SCREWED TO UNIT. OZ DISCONNECT SWITCH FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR DO NOT MOUNT HIGHER THAN UNIT. O3 MECHANICAL CONTRACTOR TO FURNISH FACTORY CURB. ROOFING CONTRACTOR TO INSTALL. ® PATE PIPING FOR CONTROL FURNISHED BY MECHANICAL CONTRACTOR DO NOT RUN IN POWER CONDUIT. ELECTRICAL CONTRACTOR TO PROVIDE PIPING: PLUG FOR POWER CONDUIT. Q CUT HOLE IN ROOF ONLY LARGE ENOUGH FOR DUCT AND PROVIDE STRUCTURAL STEEL SUPPORTS FOR DECKING. THREADED ROD HANGERS WITH VIBRATION ISOLATORS (TYP.) INTEGRAL BACKDRAFT %— DAMPER AIRFLOW CEILING FAN METAL DEC ALL JOINTS ROVIDE T OPENING. FLASHING MEMBRANE, EXTEND TO TOP OF CURB ROOFING MATERIAL 2" MINIMUM THICKNESS FLEXIBLE FIBERGLASS INSULATION, ASTMC553, TYPE I, CLASS 5-4 (MINIMUM INSTALLED R-VALUE-6) STAPLE 2" FLANGE THEN TAPE OVER THE JOINT AND STAPLE TO PROVIDE VAPOR -TIGHT SEAL SEAL ALL SEAMS WITH HARDCAST CUT INSULATION TO PROPER LENGTH TO AVOID COMPRESSION OF INSULATION METAL DUCT NOTES: 1) SECURE INSULATION TO BOTTOM OF DUCT WITH WELDED STICK PINS ON DUCTWORK 18" AND LARGER CEILING GRILLE STEEL JOIST - ONE ROW OF PINS FOR DUCT WIDTH UP TO 34" - TWO ROWS OF PINS FOR DUCT WIDTH BETWEEN 36" AND 52" - THREE ROWS OF PINS FOR DUCT WIDTH BETWEEN 54" AND '10" PINS SPACING SHALL BE 18" ON CENTERS. AVOID OVERCOMPRESSING THE INSULATION WITH THE RETAINING WASHER DUCT 2) USE FIBROUS DUCTBOARD (MINIMUM R-VALUE - (o) IN LIEU OF FLEXIBLE FIBERGLASS INSULATION FOR ALL LOCATIONS WHERE DUCTWORK IS EXPOSED TO VIEW. O I ROOF -TOP UNIT DETAIL I O I CE IL ZING FAN DETAIL I O I GOO�C�G DETAIL q, DUCT WRAP DETAIL TO O NOT TO SCALE c FIXED IN POSITION WITH SHEET METAL SCREWS OR RIVETS TO ENDCAPS NOTES: 1. Hv = H-1/8" FOR UNLINED DUCT Hv = H-1/8"- 2t FOR LINED DUCT WHERE t = DUCT THICKNESS 2. Hv 4,/= 18" FOR EACH SINGLE SPLITTER SECTION 3. fp/= 20 4. R = 1.5W 5. n - NUMBER OF SPLITTERS WHERE DISTANCE BETWEEN SPLITTERS IS 3" V- W/n V= 4 1/211 6. JOINTS AT DUCT CONNECTION BY DUCTMATE OR OTHER APPROVED METHOD MAXIMUM 15' TRANSITION ECTANGULAR DUCT _T i ED BLADE DAMPER NOTE: ALL DAMPERS ARE NOT SHOWN ON FLOOR PLANS. HOWEVER, DAMPERS ARE REQUIRED ON ALL BRANCH TAKE -OFFS (EXCEPT TAKE -OFFS OVER HARD CEILINGS AND FOR VAV BOXES). SOME DAMPERS WILL BE REQUIRED AFTER TRANSITIONS. PROVIE A VOLUME DAMPER WITH A 2" STANDOFF WITH A LOCKING QUADRANT THAT 18 24 MIN. OR 2 GUAGES HEAVIER STRAPS ro0" MAX. UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM REINFORCEMENT V MIN. SCREWS MAY BE OMITTED IF HANGER STRAP LOOPS ALL - THREAD ROD NUT (TYP.) t1.1Gry97-SIG LVV/i11V1`{ (VERIFY UPPER TRAPEZE LOAD CAPACITY) BOLT (TYP.) SECURE WIRE 10" 0 MAX. HANGER RAF -R� 'ENE 244 MAX. BAND OF SAME SIZE AS HANGER STRAP NOTE: HANGER MUST NOT DEFORM DUCT SHAPE. O I DUCTUJORK (EL5OWS) DETAIL I O I DUCTUJORK DETAIL I O I RECTA4GUL,AR DUCT � AWGERS DETAIL 8 DUCT MANGERS DETAIL , NOT TO WALE NOT TO SCALE NOT TO O NOT TO SCALE TYPICAL P HANGER STRAP 22 GAUGE SHEET METAL ROUND "SNAPLOCK" SHEET METAL RUN -OUTS WITH 2" WRAP INSULATION --\ SUPPLY DUCT INSULATED FLEXIBLE DUCT, MAXIMUM LENGTH 8'-0", DO NOT SAG OR KINK INSIDE RADIUS EQUAL TO THE FLEX DUCT DIAMETER WRAP INSULATION ABOVE DIFFUSERS SPIN -IN FITTING, WITH DAMPER 3 SHEET METAL SCREWS SUPPORT WIRES THROUGH HELIX OF FLEXIBLE FOR CEILING GRILLE DUCT, BAND CLAMPED AND TAPED HUNG FROM STRUCTURE NOTE: PROVIDE A VOLUME DAMPER WITH A 2" STANDOFF WITH A LOCKING QUADRANT THAT IS 24 GUAGES OR 2 GUAGES HEAVIER DRAIN LINE SLOPED MIN. 1/4" PER FOOT. CLEAN -OUT (TYP.) CONDENSATE DRAIN PAN TONS PIPE SIZE 1-2 3/4" 3-5 1" 6-30 31-50 1-1/2" 51-110 2" 1-11-300 3" 301-430 4" 431-100 5" NOTES: I. TRAP EVERY DRAIN LINE CONNECTION. 2. BLOW -THROUGH FAN: DRAW -THROUGH FAN: A - SP + V MIN. A - 1/2 OF B, MIN. P B=1/2OFA,MIN. P B=SP+PMIN. C-A+B+(15xPIPE DIA.) C-A+B+(lb xPIPE DIA.) 3. PIPE SIZE SHALL NOT BE LESS THAN DRAIN LINE CONNECTION SIZE. 4. ADJUST THICKNESS OF HOUSEKEEPING PAD OR UNIT SUPPORTS AS REQUIRED TO PERMIT PROPER TRAP DEPTH. 5. FILL EVERY TRAP MANUALLY PRIOR TO INITIAL START-UP. 6. INSULATE WITH )J" ARMAFLEX WHEREVER CONDENSATE MAY CAUSE DAMAGE. 1. USE MINIMUM 2" PIPE BELOW GROUND. SP EQUALS NEGATIVE STATIC PRESSURE (LOADED FILTERS) AT FAN SUCTION FOR DRAW THROUGH FANS AND POSITIVE STATIC PRESSURE (LOADED FILTERS) AT FAN OISCHAR3E FOR BLOW THROUGH FANS. / MICROMETL - "MICRO -HOLD" SYSTEM MINIMUM Iro GA GALVANIZED STEEL. PROVIDE MINIMUM (4) 611 0 PER UNIT. ENSURE THAT THERE IS NO MORE THAN A V-0" O GAP WITHOUT BRACKET. O on FIELD FABRICATED HOLD DOWN MINIMUM 16 GAGE SEALANT' GALVANIZED STEEL, 0 MINIMUM 6 INCHES WIDE. 0 GASKET AND ATTACH TO UNIT RAIL WITH O 0 SILICONE (4) GALVANIZED 010 x 1/211 TEK SCREWS WITH BARREL WASHERS PER TIE DOWN. COUNTER FLASHING STRIP PRESSURE -TREATED I" RIGID INSULATION WOOD NAILER STRIP FLASHING 3" CANT STRIP PIPE BOOT WITH CLAMP (TYP.) EXTEND ROOFING TO EDGE OF CURB AND SEAL WATER -TIGHT — PIPING PENETRATING ROOF "PATE" PIPE CURB WITH CAP ATTACH HOLD DOWN TO HURRICANE STRAP WITH 1/211 ROOFING MEMBRANE BOLT SET AND BARREL WASHERS AND (8) *10 x 1/ 2" TEK SCREWS WITH BARREL ROOF INSULATION METAL ROOF WASHERS. DECK METAL DECKING FACTORY CURB SHALL BE NRCA APPROVED, 18 GAGE, AND MINIMUM 8" MINIMUM TWO (2) PER SIDE," ABOVE TOP OF ROOFING STAINLESS STEEL BOLT SETS SET CURB ON TOP OF OR WELD TO STRUCTURAL METAL DECKING AND FASTEN SUPPORT - OBTAIN SECURELY TO ROOF APPROVAL OF STRUCTURAL STRUCTURE ENGINEER PRIOR TO DRILLING 34" THICK 2" WIDE STEEL STRUCTURAL OR WELDING TO STEEL JOIST HURRICANE STRAP 36" O.C. SUPPORT FRAME MINIMUM 2 PER SIDE. LENGTH STRUCTURAL SUPPORT FRAME FOR AS REQUIRED. UNIT AND DECKING AT FULL PERIMETER OF FACTORY CURB NOTE: PRIOR TO THE STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL PROVIDE THE SERVICES OF A STRUCTURAL ENGINEER WHO SHALL VERIFY THE CORRECT INSTALLATION AND ATTACHMENT OF EACH ITEM OF ROOF MOUNTED EQUIPMENT TO THE STRUCTURE IN ORDER TO WITHSTAND CODE REQUIRED WINDLOADS. O FLEXSLE DUCT "-OUT (W*PLY) DETAIL » CONDENSATE DRAIN LINE P-TRAP DETAIL 11 R!OOF TOP CURS MOUNTM DETAIL @Z R4oF-TOP PIPING ftmen ,4TION oET,AIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT To SC& REVISIONS BY f, 00 00 ymN ' � a� rou t` o 4� x U ~ Y V N G 0. Lz -, o � 1 ro U . N .: .o � 3 3 N �:mD� 0 a N M Ui A OF�' R. r 'damE O®p / aL� mw oaa m` o U) U) o o - EE n o m �d �Q o m CC n. E o. W Ib E fD�E co I � aT _0 ao C d� N N E 2y N d C m Q - m C W m- ui (6 d ° a 0 o" a M� � U .= Z W ate~ a U Z Li a -v -J U D_ C Q V QUW�`` r — m 00Q�vi L — W v >�U N 0- � W OC) N C m � Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: Job: 10-61 Sheet M5 DUCT KEYED NOTES: QI REFER TO THE ARCHITECTURAL DRAWINGS FOR WALL CONSTRUCTION AND RATING, 0 THE FIRE DAMPER MANUFACTURER'S INSTALLATION DETAILS AND INSTRUCTIONS AS TESTED AND APPROVED BY U.L. MUST BE USED IN LIEU OF THIS DETAIL WHERE APPLICABLE. Q 165'F FUSIBLE LINK CLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WALL OPENING ARE BASED UPON 1/8" PER FOOT OF WIDTH OR HEIGHT UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S INSTRUCTIONS. COORDINATE ALL OPENINGS WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLING THE DAMPER AND SLEEVE. Q5 REFER TO SMACNA, NFPA 90A, AND THE MANUFACTURER'S INSTRUCTIONS FOR SLEEVE GAUGES. CONNECT THE DUCT TO THE SLEEVE WITH AN APPROVED BREAKAWAY -TYPE CONNECTION. AFTER THE SLEEVE HAS BEEN CONNECTED TO THE DUCTWORK WITH THE BREAKAWAY CONNECTION AND THE DUCTWORK 18 PROPERLY SUPPORTED, REMOVE THE CONSTRUCTION SCREWS FROM THE BREAKAWAY CONNECTION, SEAL THE DUCTWORK, AND INSULATE AS REQUIRED. Q SECURE RETAINING ANGLES TO THE SLEEVE ON 6" CENTERS WITH ONE OF THE FOLLOWING METHODS: 1/4" BOLTS AND NUTS, NO. 10 STEEL SCREWS, 1/2" LONG WELDS, OR 3/16" STEEL RIVETS. ® THE RETAINING ANGLES (MINIMUM 1-1/2"xl-1/2"x1(o GAUGE) MUST OVERLAP THE STRUCTURAL H SIDES OF WALL (TYP.) OPENING ON ALL FOUR SIDES OF THE SLEEVE AND DAMPER BY A MINIMUM OF ONE INCH AND COVER THE CORNERS OF THE OPENINGS ON BOTH SIDES OF THE RATED WALL. O9 MULTIPLE DUCTS PENETRATING A SECTION OF RATED WALL SHALL HAVE A MINIMUM SEPARATION OF SIX INCHES (6") BETWEEN THE DUCTS. THE ACCESS PANEL SHALL BE INSTALLED FOR THE PRESSURE CLASSIFICATIONS AND CONSTRUCTION STANDARDS REQUIRED AND SHALL BE LARGE ENOUGH TO PERMIT MAINTENANCE AND RESETTING OF THE DEVICES WITH TWO HANDS. PROVIDE TWO ACCESS PANELS IF NECESSARY. THE ACCESS PANEL LOCATION SHALL BE FREE OF OBSTRUCTIONS AND FULLY ACCESSIBLE. AT1405-1214 NOTE: THE MECHANICAL CONTRACTOR SHALL PROVIDE A HONEYWELL AT145-1214 TRANSFORMER, BELIMO LF24-SR-E-US ACTUATOR FOR AN OUTSIDE AIR DAMPER WITH A MINIMUM POSITIONER AND CONNECT TO OUTSIDE AIR DAMPER, AND A HONEYWELL C-1232A/5 SPACE CO2 SENSOR WITH DISPLAY. 24 VOLT Oj DYNAMIC FIRE PAMPER (WALL) DETAIL O DEMA1ND CONTROL VENTILATION WIRING IAGFZAM NOT To SCALE NOT TO SCALE IO IORYWELL DETAIL NOT TO 24VAC HOT HOT BLACK 24VAC COMM WHITE Yl INPUT GREEN I U ORANGE N/O GREEN YELLOW BROWN OUT - RED 24VAC HOT BLACK 24VAC COMM LF24-5R-E-U5 ACTUATOR FOR OA DAMPER WITH A MINIMUM POSITIONER Cl232,4/B SPACE CO2 SENSOR WITH DISPLAY. REVISIONS BY f� 00 00 ~~ U CO Ch MN p o� o / u cd ti U U p • U p � • N i-, E o x �Cn� � G 0 N •e w U° O " z w cr,t ARC ►-� O O ul- � '1 t I� � 71 •o TAT®� ® E O F- 4rd •° �w oV)Wo � � o - "€ �a 0 0m d C Q o m C vv" �L u� C � m C 0 T C O � W E C9 2 U `H yY m UZ U d�C m N Q m n 00 m m a m '@ ii s 2 MU � V o —� W v J �-- a V Z w W v� —� V C Q V) 0 a VW �LA- 0 0 Q �' W0 o v o c I— a �0W�r� M C Oj m Ly Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: Job: 10-61 Sheet M6 FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR 0 r- tV FOUR (4)- ANCHOR BOLTS SUPPLIED WITH POLES. m CONCRETE _3 BASE, POURED IN PLACE BY ELECTRICAL �r 67 CONTRACTOR (FREE OF FORM MAWS) L J I A 2'-4"0 A DENLARGED CROWN DETAIL NOT TO SCALE 03 TIES- 12" O C_ 6% -- VERTICAL L-2-1/2" SECTION A -A SQUARE TAPERED STEEL POLE FINISHED DARK BRONZE POWDER COATED. SEE FIXTURE SCHEDULE AND POLE SPECIFICATION FOR POLE SELECTION_ ACCESS HOLE WITH COVER AND GROUND LUG BEHIND COVER 4 $ BASE COVER CROWN, TOP OF CONCRETE BASE TO SHED WATER INFORCING STEEL SH GRADE -INSTALL CONDUIT BELOW GRADE (MIN_ 3/4" C) 3/4"AV-0" COPPER O GROUND ROD (DRIVEN). CONDUIT AND WIRING TO OTHER FIXTURES. POLE t"10UNTED '55' FOLE 3,45E DETA L NOT TO SCALE POLE DETAIL NOTES: O I_ PROVIDE A 21' SQUARE TAPERED STEEL POLE FOR FIXTURE TYPES 55_ THE POLES AND BASE, COMPLETE WITH MOUNTING DEVICE AND LUMINARIES IN PLACE, SHALL BE CAPABLE OF WITHSTANDING A SUSTAINED WIND VELOCITY OF NOT LESS THAN 150 MILES PER HOUR FOR A CATEGORY 2 STRUCTURE PER THE 2010 FBC PROVIDE SIGNED AND SEALED DRAWINGS BY A FLORIDA STATE LICENSED PROFESSIONAL STRUCTURAL ENGINEER 2. PROVIDE REQUIRED BRACKET ARM AND ACCESSORIES COMPATIBLE WITH POLE DESIGN. 3. PROVIDE GROUND WIRE ATTACHED TO GROUND LUG OR THROUGH BOLT ON BRACKET ARM, AND TO GROUND LUG ON LUMINAIRE. 4. STANDARD HANDHOLE WITH METAL COVER ATTACHED WITH STAINLESS STEEL MACHINE SCREWS. MAKE CIRCUIT SPLICES IN THIS HANDHOLE. 5_ IF PRE -CAST POLE BASES ARE USED, BACKFILL WITH CONCRETE. 3000 PSI MIN, 6. PROVIDE CONDUIT ENTRANCE BELOW GRADE, 1. PROVIDE 10 AMP FNQ SLOW BLOW FUSE IN EACH PHASE CONDUCTOR 8_ SPLICE GROUND WIRES INSIDE HANDHOLE AND SECURELY BOND GROUND WIRES TO THE POLE AND A CONTINUOUS STEEL BAR IN THE BASE_ s- PROVIDE 3/4 " DIA. X 10'-0" COPPER GROUND ROD AT EACH POLE_ PROVIDE MO AUG, CU BARE GROUND WIRE FROM EACH LUMINAIRE AND BONDED TO GROUND ROD (TYPICAL)_ PROVIDE THE STEEL POLE WITH A 04 AWG STRANDED BARE COPPER CONDUCTOR BONDED TO STEEL BAR IN POLE AND TO GROUND ROD_ ELECTRICAL SIM PLAN SCALE-- 1/16" • P-0" KEYED NOTES DRAWING NOTES I. 120/205 VOLT UTILITY TRANSFORMER COORDINATE SERVICE INSTALLATION WITH UTILITY COMPANY. COORDINATE AID TO CONSTRUCTION COSTS REQUIRED WITH OWNER 2, CT METER BASE TO UTILITY COMPANY SPEC, MOUNT TO CONCRETE PYLON ADJACENT TO UTILITY TRANSFORMER 3. EXTEND (1) 2"PVC TO STREET FOR INCOMING TELEPHONE SERVICE. COORDINATE EXACT LOCATIONS WITH PHONE COMPANY AND TELECOMM VENDOR 4. EXTEND (1) 2"PVC TO STREET FOR INCOMING CATV SERVICE. COORDINATE EXACT LOCATIONS WITH CATV COMPANY AND TELECOMM VENDOR REVISIONS BY �00 00 ► M N �w ti o V ti Q � o ti 1 �1 1 f w a 9t N c � N J W I L- OZ� ,J l— a Z UW w vN � -v J U r C Q N O a U W .� LL. _ O } W v �- ;�U�L O Cr QZ oN 00 W M a)— c C7 p Q� _v J D m L _ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: WR Job: 10-61 Sheet ES1 k 5 A r ia ELECTRICAL LIG4TING PLAN SCALE: 3/16" ■ P-0" H KEYED NOTES DRAWING NOTES I. NEW INTERMATIC ETC10815CR 8 ZONE LIGHTING CONTROL PANEL. REFER TO LIGHTING CONTROL DETAIL FOR MORE INFORMATION_ PROVIDE A 2 BUTTON MOMENTARY SWITCH ADJACENT TO THE TIMEC LOCK FOR MANUAL OVER RIDE OF EXTERIOR LIGHTING 2, ROUTE LIGHTING CIRCUIT HOME RUN VIA LIGHTING CONTROL PANEL. PROVIDE AN UN -SWITCHED CONDUCTOR THROUGHOUT THE CIRCUIT FOR ALL EMERGENCY, NIGHT AND EXIT LIGHTS 3. MASTER SWITCH FOR AFTER HOURS OVER RIDE OF LIGHTING CONTROL PANEL. 4. PROVIDE NEW WALL MOUNTED OCCUPANCY SENSORS IN AREAS SHOWN, 5. PROVIDE NEW CEILING MOUNTED OCCUPANCY SENSORS IN AREA SHOWN. CEILING SENSOR SHALL CONTROL POWER TO LINE SIDE OF LIGHT SWITCH 6_ PROVIDE FINAL CONNECTIONS TO SIGNAGE_ COORDINATE WITH SIGN INSTALLER, REFER TO THE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS CENEMUL NOTES GENERAL NOTES 1_ REFER TO THE LIGHT FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. 2. CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND ADJUST FOR ACTUAL FIELD CONDITIONS AT NO EXPENSE TO OWNER REPORT TO THE ARCHITECT AND OR ENGINEER ANY DISCREPANCIES WITH THE PLANS AND EXISTING CONDITIONS_ 3. "NL" DESIGNATION INDICATES FIXTURE TO 5E NIGHT LIGHT, CIRCUITED HOT FOR CONTINUOUS OPERATION 4, COMPLY WITH NEC 410.15,G FOR DISCONNECTING MEANS OF FLUORESCENT LUMINARIES. REVISIONS BY 400 00 v C.0 M M N Q0 �w I o�ti F N U �� cv x 8, .� o C a ll Lo d U • N d °) ° �0 pi a ti � � o ti o a N m W R: ti z � o J # M ro Cx � N � U 0 6" y Z LJ x 0.0 Z Ld W Q� rr c Q cn 0 rU��; oI�Q�_ •- ;�U�L 0 Z0N _Q 00 M Q� •� _l m LJ- Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: WR Job: 10-61 Sheet El IN X-RAY EQUIPMENT TYPICAL INSTALLATION 15 SHOWN SEE MANUFACTURER SHOP DRAWINGS FOR ALL SITE SPECIFIC REQUIREMENTS PRIOR TO ROUGH -IN X-RAY EQUIPMENT/ACCESORIES BY CONTRACTOR OA 100A, 3POLE, SHUNT TRIP ENCLOSED N-1 CIRCUIT BREAKER, 22,000 AIC, FLUSH MOUNTED Al X-RAY IN USE WARNING LIGHT CONSULT X-RAY MANUFACTURER FBI © 6"X6"X4" FLUSH MOUNTED 5OX,12"AFF, PROVIDE 2" CHASE NIPPLE IN CENTER OF COVER 6"X6"X4" FLUSH MOUNTED 50X,36"AFF, PROVIDE 2" CHASE NIPPLE IN CENTER OF COVER © 1"X12- SURFACE MOUNTED WIREWAY W/ 2 ELBOWS FOR MXR/S1 INSTALLERS PROVIDE J-BOX AS DIRECTED BY MXR/SI INSTALLERS 4 MUSHROOM STYLE PUSHBUTTON FOR SHUNT TRIP CONTROL OF PANEL A MOUNTED IN A FLUSH BACK BOX. PROVIDE PLACARD "X-RAY EMERGENCY POWER OFF" HVAC UNITS DISCONNECT AND FEEDER SCHEDULE UNIT ID, WIRE AND CONDUIT SIZES DISCONNECT MOCP MCA RTU-1 3 N 4 AND 1 OS Ewa_ - 1" C 100/3/10/3R 15 42 RTU-2 3 N 6 AND 1 *10 E.G, - 1" C 60/3/45/31R, 45 55 RTU-3 3 * 4 AND 1 016 ECG. - P C 100/3/10/3R i0 42 RTU-4 3 04 AND 108 EG_ - P C 60/3/60 10 55 CU-1 3 M 4 AND 1 010 E.G. - 1" C 60/3/60/3R ro0 42 AHI 3 " 4 AND 1 010 E�G_ - P C 60/3/60 60 55 - VERIFY EACH HVAC UNIT NAMEPLATE WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN XfUY EQUIPMENT LEGEND CONNECTION 3C 1�ULE SCALE.. NOT TO SCALE IG)—[WVAC SCALE; NOT TO SCALE STUB -OUT CONDUIT ABOVE CEILING- PROVIDE AN INSULATED THROAT CONNECTOR AT END OF CONDUIT PROVIDE PULL WIRE FOR DATA AND PHONE TECH_ HARD CEILING DROP CEILING 1) 1" EMT EMPTY CONDUIT 4x4x2-1/8" DEEP JUNCTION BOX V OR� WITH PLASTER RING. MOUNTING HEIGHT 18" ON CENTER —� WALL FLOOR _\ IG)l COMMUNICATION OUTLET DETAIL] IDI EL EGO, I 'IC POWER PLAN SCALE-- 3/16" ■ I' -Oil KEYED NOTES I. PROVIDE FINAL CONNECTION TO XRAY EQUIPMENT. COORDINATE WITH SHOP DRAWINGS FROM MFR 2, PROPOSED LOCATION FOR BUILDING ELECTRICAL SERVICE, 3. LOCATE RECEPTACLE AND DATA OUTLET IN MILLWORr, COORDINATE WITH CABINET INSTALLER 4. PROVIDE A 4' WIDE X 8' TALL PLYWOOD BACKBOARD FOR TELEPHONE EQUIPMENT_ PAINT WITH 2 COATS OF FIRE RETARDANT PAINT TO MATCH WALL. 5. PROVIDE (1) 2" CONDUIT TO THE PROPERTY LINE AS DIRECTED BY TELEPHONE COMPANY_ COORDIANTE STUB UP LOCATION WITH THE TELEPHONE COMPANY. STUB UP AND CAP CONDUIT PROVIDE LABEL ON EACH OF CONDUIT INDICATING LOCATION OF OTHER END OF CONDUIT SYSTEM Co- PROVIDE (1) 2" CONDUIT TO PROPERTY LINE AS DIRECTED BY CATV COMPANY, STUB UP AND CAP CONDUIT PROVIDE LABEL ON EACH OF CONDUIT INDICATING LOCATION OF OTHER END OF CONDUIT SYSTEM 'i_ EXTEND A 04 GEC TO THE BUILDING: GROUND ELECTRODE SYSTEM. PROVIDE A GROUND BAR AT THE TELEPHONE BOARD, S. PROVIDE FINAL CONNECTION TO ELECTRIC WATER COOLER PROVIDE CORD AND CAP IF REQUIRED OR HARD WIRED CONNECTION. COORDINATE WITH PLUMBING CONTRACTOR S_ LOCATE MICROWAVE OUTLET IN UPPER CABINET MILLWORK AS DIRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE_ COORDINATE WITH MILLWORK INSTALLER 10_ COORDINATE EXACT HEIGHT AND LOCATION OF TV OUTLET AND RECEPTACLE WITH TENANT PRIOR TO ROUGH -IN 11_ MOUNT ELECTRICAL EQUIPMENT AT 60" TO BOTTOM_ 12. PROVIDE FINAL CONNECTION TO VACUUM PUMP COORDINATE WITH MECHANICAL CONTRACTOR 13, PROVIDE FINAL CONNECTION TO MED GAS ALARM PANEL. COORDINATE EXACT LOCATIONS WITH MED GAS INSTALLER PROVIDE CONDUITS TO REMOTE PANELS AT NURSE STATIONS. REFER TO THE MECHANICAL PLANS 14. PROVIDE FINAL CONNECTION TO MED GAS CONTROLLER COORDINATE EXACT LOCATION WITH MED GAS INSTALLER 15, PROVIDE FINAL CONNECTION TO GARBAGE DISPOSAL 16. RECEPTACLE AND DATA OUTLET FOR EMPLOYEE TIME CLOCK, VERIFY EXACT LOCATIONS WITH OWNER PRIOR TO ROUGH -IN ii. PROVIDE FINAL CONNECTION TO UC DISHWASHER GrtENEiUL NOTES L BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BE EVIDENCED THAT SUCH AN EXAMINATION HAS BEEN MADE_ LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED_ 2. ALL EXISTING CIRCUITS TO REMAIN SHALL BE RECONNECTED WHETHER INDICATED OR NOT ON PROJECT DOCUMENTS. 3. NEW AND EXISTING CIRCUIT DESIGNATIONS MAY NOT REPRESENT ACTUAL FIELD CONDITIONS_ FIELD VERIFY WHERE REQUIRED AND INDICATE ACTUAL CIRCUIT USED ON THE AS -BUILT DRAWINGS. 4, COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH WOULD REQUIRE ELECTRICAL WORK (DISCONNECTION/RECONNECTION ETC.) AND ARE NOT INDICATED ON THE ELECTRICAL PLANS. 5_ WHERE EXISTING PARTITIONS OR WALLS ARE SHOWN TO BE REMOVED CONTRACTOR SHALL REMOVE DEVICES TO NEAREST SOURCE JUNCTION BOX AND SHALL MAINTAIN SERVICE TO REMAINING DOWNSTREAM ELECTRICAL OUTLETS_ COORDINATE THE DEMOLITION OF THE EXISTING WALLS WITH ARCHITECTURAL DRAWINGS, 6. PROTECT EXISTING ELECTRICAL EQUIPMENT AND INSTALLATIONS NECESSARY TO REMAIN, IF DAMAGED OR DISTURBED IN THE COURSE OF THE WORK, REMOVE DAMAGED PORTIONS AND INSTALL NEW PRODUCTS OF EQUAL CAPACITY, QUALITY, AND FUNCTIONALITY. i_ REMOVE ELECTRICAL EQUIPMENT AND INSTALLATIONS, INDICATED TO BE DEMOLISHED, IN THEIR ENTIRETY_ WHERE THE EXISTING EQUIPMENT INDICATED TO BE DEMOLISHED CONTAINS BRANCH CIRCUITRY SERVICING OUTLETS THAT ARE EXISTING TO REMAIN, RELOCATE THE BRANCH CIRCUIT TO AN ALTERNATE PANEL AND INDICATE THE CHANGE ON THE AS -BUILT DRAWINGS, 8. ABANDONED WORK CUT OR REMOVE RACEWAY SLEEVES AND WIRING, INDICATED TO BE ABANDONED IN PLACE, BELOW THE SURFACE OF ADJACENT CONSTRUCTION_ CAP RACEWAYS AND PATCH SURFACE TO MATCH EXISTING FINISH. S_ THE CONTRACTOR SHALL INCLUDE WITHIN THE BID ALL REQUIRED OFF HOUR, OVERTIME, AND NON -BUSINESS HOUR WORK AS REQUIRED TO PERFORM THE DEMOLITION WITHOUT DISRUPTING THE BUILDING TENANTS NORMAL BUSINESS OPERATIONS_ 10. ALL DEMOLISHED EQUIPMENT AND WIRING SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF, OR TURNED OVER TO THE OWNER AT THE OWNER'S SOLE OPTION_ 11_ COORDINATE THE EXACT LOCATIONS AND MOUNTING HEIGHTS OF RECEPTACLES, VOICEMATA OUTLETS AND ALL OTHER ELECTRICAL DEVICES WITH THE OWNER PRIOR TO ROUGH -IN, REVISIONS BY 00 �00 Q4.00 ►�-� p 0 h E U ro ti U C RU d o oxti . ua N m it w a 4 Y �'N h h N Y Z Z to h CA J � w i O_ —� • Z LLJ a _I H Z N W UW a� -p J V C:r c < va c a C) W LL— c a� 00Q� 1- W v •- o C) O a � �Z C0pN _WM C E2 0 W ':) J :=) m L L_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: MY Drawn: WR Job: 10-61 Sheet E2 n. S: Guide XNEZ through-Penetratlon FTrestop Systems System No, C-AJ-125S F-RatTng - 3 Hr A T-Rating - 0 Hr 2 3 L A March 01% 1999 C-AJ-1259 - A Card Section A -A (Cont'd on C-AJ-125S - B Card) Guide XNEZ (C-AJ-1259 - B Card) Through -Penetration Firestop Systems (Cont'd from C-AJ-1259 - A Card) System No. C-AJ-1259 March 09, 1999 F Rating - 3 Hr T Rating - 0 Hr 1. Floor or Wall Assembly -Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Floor may also be constructed of any min 6 in. thick UL Classified hollow -core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 7 in. See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tubing and the periphery of the opening shall be a min of 0 in, (point contact) to a max of 3 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduit or tubing may be used: A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tube - Nam 4 in. diam (or smaller) Type L (or heavier) copper tube. 3. Fill, Void or Cavity Material*- Sealant Min 1 in. thickness of fill material applied within the annulus, flush with both surfaces of floor or wall. At the point contact location between penetrating item and concrete, a min 3/8 in. thick bead of fill material shall be applied at the concrete/penetrating item interface and on both surfaces of floor or wall. SPECIFIED TECHNOLOGIES INC - SpecSeal 100, 101, 102 or 105 Sealant. *Bearing the UL Classification Marking GuTde XNEZ February 11, 1998 through -Penetration W-L-1086 - A Card FTrestop Systems System No- W-L-1088 F-RatTng - I and 2 Hr (See Item 1) T-Rating - 0 Hr A i 2 3 L* A Section A -A (Cont'd on W-L-1088 - B Card) Guide XNEZ (W-L-1088 - B Card) Through -Penetration Firestop Systems (Cont'd from W-L-1088 - A Card) System No. W-L-1088 February 17, 1998 F Ratings - 1 & 2 Hr. (See Item 1) T Rating - 0 Hr. 1. Wall Assembly - The 1 or 2 hr. fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series 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. O.C. 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 in. O.C. B. Gypsum Board* - 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 in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 6-3/4 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. 2. Through Penetrant - One metallic pipe, tubing or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between pipes, tubing or conduits and periphery of opening shall be min 0 in, (point contact) to max 5/8 in. Pipe, tubing or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, tubing or conduits may be used: A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile iron pipe. C. Copper Tubing - Nom 6 in. diam (or smaller) Type M (or heavier) copper tubing. D. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. E. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing, nom 4 in. diam (or smaller) galv steel conduit or nom 1 in. (or smaller) flexible steel conduit. 3. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. thickness of fill material within annulus, flush with both surfaces of wall. Additional fill material installed such that a min 1/4 in. thick crown is formed around the penetrating item lapping 1/2 in. beyond the periphery of the opening. SPECIFIED TECHNOLOGIES INC - LC 150, 151 152 and 155 Sealant *Bearing the UL Classification Marking Wall Opening Protective Materials (CLIV) SPECIFIED TECHNOLOGIES INC R14288 SUITE 2 200 EVANS WAY, SOMERVILLE, NJ 08876 USA SpecSeal Putty Pads, for use with max 4-11/16 by 4-11/16 in. flush device UL Listed metallic outlet boxes installed with steel cover plates in 1 and 2 h fire rated gypsum wallboard wall assemblies framed with min 3-1/2 in. deep wood or steel studs and constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the Fire Resistance Directory. Min 3/16 in. thick moldable putty pads are to be installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) and completely seal against the stud within the stud cavity. An additional 3/16 in. thickness of putty to be formed around the connector securing the end of each electrical metallic tube or conduit to the box. When used with metallic outlet boxes larger than 4 by 4 in., a ball of putty is to be installed to plug the open end of each electrical metallic tube or conduit within the outlet box. When max 4 by 4 in. metallic outlet boxes are used, the ball of putty in the open end of each electrical metallic tube or conduit within the outlet box is optional. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the horizontal separation between outlet boxes on the opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back-to-back. SpecSeal Putty Pads for use with max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Carlon Electrical Products and made from polyvinyl chloride, max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Allied Moulded Products Inc. and made from fiber -reinforced thermosetting plastic or max 4-1/16 by 3-5/8 by 3-1/8 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Thomas & Betts Corp. and made from fiber -reinforced thermosetting plastic. Boxes shall also bear a 2 h rating under the "Outlet Boxes and Fittings Classified for Fire Resistance" category in the Fire Resistance Directory. Boxes installed with steel or plastic cover plates. Putty pads and boxes for use in 1 and 2 h fire rated gypsum wallboard/wood stud wall assemblies constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory. Outlet box secured to wood stud by means of two nailing tabs in conjunction with nails supplied with the outlet box. Min 3/16 in. thick moldable putty pads are to be installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) including nailing tabs and completely seal against the stud within the stud cavity. An additional 3/16 in. thickness of putty to be formed around the end of each nonmetallic sheathed cable at its connection to the box and to extend a minimum of 1 in. from the box onto the nonmetallic sheathed cable within the stud cavity. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back-to-back. FIRE -PENETRATION DETAILS METALLIC BOXES NOT TO SCALE LV w to I- CONTROL WIRING FOR ZONES 1-1(2C 016 PER ZONI LOW VOLTAGE SWITCH FOR OVER -RIDE CONTROL OF AREA LIGHTING CONTACTORS_ CONSULT MM (TYP) 3012 1/2 "C 8 ZONE ELECTRONIC ASTRONOMICAL TIME CLOCK WITH OVER -RIDE CAPABILITY INTERMATIC ETC10615CR OR EQUIVALENT L -41 CONTROL POWER LIGHTING ALLOWANCE CALCULATION WATTAGE TOTAL ACTUAL ALLOWED PER WATTAGE BALLAST BALLAST WATTAGE ROOM NAME AREA SQUARE FOOT ALLOWED LAMP TYPE QUANTITY WATTAGE USED AIR LOCK 101 50 1.3 65 1-32WCFL 1 35 35 WAITING 102 880 1.3 1144 1-32WCFL 14 35 490 TO LET 103 70 0.9 KIDS WAITING 104 190 1.3 HOUSEKEEPING 105 100 0.8 PROVIDER OFFICE 106 125 1.1 TOILET 107 75 0.9 CORRIDOR 108 115 0.5 BREAKROOM 109 300 1.2 CORRIDOR 111 115 0.5 ELEC/PHONE RM 112 125 1.5 PROVIDER OFFICE 113 140 1.1 CORRIDOR 114 285 0.5 RECEPTION 115 470 1.1 CORRIDOR 116 110 0.5 BIOHAZARD 117 30 0.9 LAB 118 325 1.4 TO LET 119 70 0.9 CHECK OUT 121 100 1.1 TRIAGE 122 95 1.5 CORRIDOR 123 100 0.5 TREATMENT 124 105 1.5 TREATMENT 125 105 1.5 TREATMENT 126 105 1.5 TREATMENT 127 100 1.5 TO LET 128 65 0.9 SAMPLE ROOM 129 125 1.5 CORRIDOR 131 105 0.5 CAST ROOM 132 190 1.5 RECOVERY 133 1025 0.8 TREATMENT 134 125 1.5 STORAGE 135 40 0.8 2-17WT8 11 32 352 2-13WCFL 3 29 87 63 2-32WT8 1 58 58 247 1-32WCFL 2 35 70 2-17WT8 4 32 128 80 2-32WT8 2 58 116 137.5 2-32WT8 2 58 116 67.5 2-32WT8 1 58 58 57.5 2-32WT8 2 58 116 360 2-32W T8 4 58 232 57.5 2-32WT8 2 58 116 187.5 2-32W T8 2 58 116 154 2-32W T8 2 58 116 142.5 2-32WT8 5 58 290' 517 2-32W T8 8 58 464 1-50W MR-16 4 50 200 55 2-32W T8 2 58 116 27 2-17WT8 1 29 29 455 2-32WT8 4 58 232 63 2-32WT8 1 58 58 110 2-32WT8 2 58 116'i 142.5 2-32WT8 2 58 116 50 2-32WT8 2 58 116 157.5 2-32W T8 2 58 116 157.5 2-32WT8 2 58 116 157.5 2-32WT8 2 58 116 150 2-32WT8 2 58 116 58.5 2-32WT8 1 58 58 187.5 2-32WT8 2 58 116 52.5 2-32W T8 2 58 116 285 2-32WT8 3 58 174 820 2-32W T8 17 58 986 187.5 2-32WT8 4 58 232 32 2-32WT8 1 58 58 DICTATION 136 40 1.1 44 2-32WT8 1 58 58 CORRIDOR 137 130 0.5 65 2-32WT8 2 58 116 CONTROL RM 138 85 1.5 127.5 2-32WT8 1 58 58 XRAY 139 300 1.5 450 2-32WT8 4 85 340 1-32WCFL 3 36 108 VACCUUM 141 75 1.5 112.5 2-32WT8 2 85 170 TOTALS 6590 7227 6997 COMPLIES BY 230 CONTROL NOTE: AUTOMATIC LIGHTING CONTROLS ARE REQUIRED BUILDING IS LARGERTHAN 5000SQ. FEET TREATMENTAREAS ARE EXEMPT FROM AUTOMATIC CONTROL L-1 120V CONTACTOR CONTROL WIRING FOR ZONE ZS SM SM SM SM Z1-Z2 Z3 Z3 Z4 LOBBY RECOVERY RECOVERY HALL 1. ADDITIONAL CONTACTORS LC -I PROVIDED BY EC AS REQUIRED, METALLIC CONDUIT CONTACTORS TO BE SQUARE D CLASS 8503 ENCLOSED OR EQUIVALENT NOT TO SCALE SITE LIGHT CIRCUITS ZONE 8 LC-1 L -21 SPARE SM SM Z4 Z5-8 HALL ELECTRIC R`1 0 Z4L FIXTURE SCHEDULE SYM MANUFACTURER CATALOG NUMBER LAMPS MTG. DESCRIPTION A LITHONIA 2GT8-2-32-Al2-125MVOLT-GEB101S 2-32W T8 LAY -IN 2 x 4, STATIC TROFFER WITH METALUX 4100 K ACRYLIC PRISMATIC LENS COLUMBIA 85 CRI 2 LAMP AE LITHONIA 2GT8-2-32-Al2-125MVOLT-GEB10IS 2-32W T8 LAY -IN 2 x 4, STATIC TROFFER WITH METALUX EM 4100 K ACRYLIC PRISMATIC LENS AND SELF CONTAINED COLUMBIA 85 CRI BATTERY BALLAST. 1100 LUMEN MINIMUM Al LITHONIA 2LB-232-120V GEB10PS 2-32W T8 SURFACE 1 x 4, PRISMATIC WRAP AROUND METALUX 4100 K FLUORESCENT COLUMBIA 85 CRI 2 LAMP HE WILLIAMS A1E LITHONIA 2LB-232-120V GEB10PS-EL14 2-32W T8 SURFACE 2 x 4, PRISMATIC FLANGED METALUX 4100 K FLUORESCENT 2 LAMPS AND EMERGENCY COLUMBIA 85 CRI BATTERY BALLAST. 1100 LUMEN MINIMUM HE WILLIAMS C LITHONIA 2AV-G217-MDR-SMD-MVOLT GEB101S 2-17W T8 LAY -IN 2 x 2, DIRECT-INDIREST TROFFER WITH METALUX 4100 K SIDE MOUNT DIFFUSERS COLUMBIA 85 CRI 2 LAMP HE WILLIAMS D LITHONIA LF6N-1/32TRT F6B5W-MVOLT 1-32W TRT RECESSED 6" DIAMETER RECESSED DOWNLIGHT METALUX 4100 K COLUMBIA 85 CRI HE WILLIAMS DE LITHONIA LF6N-1/32TRT F6B5W-MVOLT-EL 1-32W TRT RECESSED 6" DIAMETER RECESSED DOWNLIGHT METALUX 4100 K WITH CLEAR REFLECTOR WITH COLUMBIA 85 CRI ELECTRONIC BALLAST AND EMERGENCY HE WILLIAMS BATTERY BACK UP D1 LITON LH1499A-LR1401C 1-50W MR16 RECESSED 4" DIA FLUORESCENT DOWNLIGHT METALUX HALOGEN WITH CLEAR REFLECTOR COLUMBIA LITHONIA F LITHONIA 11890 2-F17 T8 SURFACE DECORATIVE VANITY LUMINAIRE, 24" LONG METALUX 4100 K COLUMBIA 85 CRI HE WILLIAMS F1 LITHONIA WC-232-120-GEB101S 2-F32 T8 SURFACE 4' 2 LAMP WALL BRACKET METALUX 4100 K OVER DOOR COLUMBIA 85 CRI HE WILLIAMS G AMERICAN 80814-FCS 1-18W SURFACE DECORATIVE INTERIOR WALL SCONCE GLASS LIGHT BIAX MOUNTED MATTE METALLIC FINISH COMPANY 4100 K H PRISMA DILUME-30OX-42OB-074574 2-57W CFL SURFACE EXTERIOR WALL SCONCE 4100 K MATTE METALLIC FINISH 85 CRI K LITHONIA LF8N-2/42TRT F8B4W-MVOLT 2-42W TRT RECESSED 8" DIAMETER RECESSED DOWNLIGHT METALUX 4100 K COLUMBIA 85 CRI HE WILLIAMS KE LITHONIA LF8N-2/42TRT F8B4W-MVOLT-EL 2-42W TRT RECESSED 8" DIAMETER RECESSED DOWNLIGHT METALUX 4100 K WITH SELF CONTAINED EMERGENCY COLUMBIA 85 CRI BATTERY PACK HE WILLIAMS M UTHONIA LF6N-1/32TRTF601AZ-MVOLT 1-32W TRT RECESSED 6" DIAMETER RECESSED DOWNLIGHT METALUX 4100 K DAMP LOCATION RATED COLUMBIA 85 CRI HE WILLIAMS ME LITHONIA LF6N-1/32TRT F601AZ-MVOLT-EL 1-32W TRT RECESSED 6" DIAMETER RECESSED DOWNLIGHT METALUX 4100 K WITH SELF CONTAINED EMERGENCY COLUMBIA 85 CRI BATTERY PACK HE WILLIAMS DAMP LOCATION RATED S5 LITHONIA AS2-400M-SR5S-MVOLT SPADF 1-40OW PS MH POLE MTD TYPE 5 DISTRIBUTION SITE LIGHT WITH PULSE START MH LAMP MOUNTED AT 30' AFG TO A SQUARE STEEL POLE NATURAL ALUMINUM FINISH SF VISTA 1005-Z-FTTHLJB-350 1- 50W PAR 20 GRADE TYPE 5 DISTRIBUTION SITE LIGHT WITH PULSE START MH LAMP MOUNTED AT 30' AFG TO A SQUARE STEEL POLE NATURAL ALUMINUM FINISH X LITHONIA LQM-S-W-3R-120/277-ELN FACTORY SURFACE UNIVERSAL EXIT SIGN WITH RED METALUX INSTALLED LAMPS LETTERS, BATTERY PACK AND ADJUSTABLE. COLUMBIA EMERGENCY LIGHTS BHEGELLI WATT STOPPER SENSOR TYPES (NOT ALL TYPES ARE USED) DT-300 OCCUPANCY WITH POWER PACK FOR LARGE RMS CEILING MOUNT LS-102 LIGHT LEVEL WITH POWER PACK FOR LARGE RMS CEILING MOUNT --�-- DT-2250 FOR HALL WAYS CEILING MOUNT DT-355 FOR SMALL RMS 12OV, 800W MAX, CEILING MOUNT So DW-100 FOR SMALL RMS 12OV, 60OW MAX, WALL MOUNT TEE WIRE SUPPORT FROM JOISTS IF ANGLE IS LESS THAN 45 DEGREES OR PROVIDE STRUCTURAL MEMBER OF COLD ROLLED STEEL CHANNEL 1-1/2" MINIMUM TIED TO JOISTS_ SUPPORT FIXTURE BODY FROM FOUR COMERS (NOT FROM TEE BAR SYSTEM) USING 012 GA_ GALVANIZED SUPPORT INDEPENDENT OF LIGHTING FIXTURES. LAY -IN CEILING RECESSED TROFFER SUPPORTS D11 ELECTRICAL LIG4TI1�C_ SC44EDULE DETAILS SCALE: NOT TO SCALE REVISIONS BY Q� L 0 E o Y L U N L E _ 00 3 3ti 3 O x N LCn� ti CM 1 W a ��ii �• w x J #" :3 00 14 W J � LU >` U Z� 75_ LLJ aJ~ U Z W LLJ v -o J C) Cr �a NL) LLJ G0�-Yvi L. �WU�C N N 0- 00 Wrn p M (� Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: WR Job: 10-61 Sheet E3 I PANEL DPTT SURFACEMOUNTED 120/208 VOLT 3 PHASE 4 W IRE W ITH GROUND NOTES CKT. DESCRIPTION NO. 4 1 RTU-1 4 3 -------- 4 5 -------- 4 7 RTU-3 4 9 -------- 4 11 -------- 4 13 CU-1 4 15 -------- 4 17 -------- 4 191 AHU-1 4 21 ...... 2 23 ROOF RECEP 25 SPARE 27 SPARE 29 SPARE 311 SPARE 33 SPARE 35 SPARE 37 SPD TVSS 39 ----- --- 41 -------- BREAKER A B C BREAKER DESCRIPTION TRIP POLE VOLT VOLT POLE TRIP 70 3 208 5700 4500 208 3 50 RTU-2 5700 4500 70 3 208 5700 5700 208 3 70 RTU-4 5700 5700 -------- 5700 5700 -------- 30 3 208 1680 8333 208 3 100 X-RAY(50 KW MOMENTAR) 1680 8333 - 1680 8333 -------- 15 2 208 100 800 120 1 20 X-RAYTABLE 100 800 120 1 20 COLLIMATER(*) 20 1 120 1080 800 120 1 20 W ALL STAND (*) 20 1 120 250 120 1 20 X-RAY SHUNT TRIP (* ) 20 1 120 120 1 20 SPARE 20 1 12.0 120 1 20 SPARE 20 1 120 1 SPACE 20 i 120 1 SPACE 20 1 120 1 SPACE 60 3 208 16761 208 3 200 PANEL R L (* ) 17478 -------- 17875 -------- CONNECTED VA SYSTEM VOLTS PHASE AMPS 49524 49991 51368 120/208V, 3 PHASE 413 417 428 NOTES ( ) AND LOAD *. PROVIDE AS SUB -FEED STYLE BREAKER NOTES 1LOADTYPE IS LARGER CONNECTED NEC DEMAND DEM 1 LIGHTING 0 1.25 0 VA 1080 VA 0 VA 70040 VA 79763 VA 0 VA 0 VA 150883 VA 2 RECEPTACLES 1080 1 3 AIRCONDITIONING 0 0 4 HEATING 70040 1 5 MISC. NON -CONTINUOUS 79763 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 120/208V, 3 PHASE 419 AMPS 600A MCB NEMA 1 42,000 AIC 2 4 4 4 6 4 8 4 10 4 12 4 14 5 16 5 18 5 20 5 22 5 24 5 26 5 28 5 5 5 PANEL R NEW SURFACEMOUNTED 120/208 VOLT 3 PHASE 4 W IRE W ITH GROUND FEED THRU LUGS 225A MLO NEMA 1 22,000 A IC NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 2 1 WAITINGRECEP (*) 20 2 120 900 828 208 3 15 VACUUM PUMP (1.5HP) 2 5 2 3 OFFICE/REST RM RECEP (*) 20 120 540 828 --- ----- 4 5 2 5 W A ITING RECEP (*) 20 2 120 720 828 ------- 6 5 2 7 RECEPTION RECEP (*) 20 120 900 250 120 1 20 MID GAS CONTROLLER 8 5 5 9 EWC 20 1 120 500 250 120 1 20 MED GAS ALARM PANEL 10 5 5 11 COPIER 20 1 120 1000 500 120 2 20 RECOVERY RM COUNTER (*) 12 5 5 13 FRONT SLIDINGDOORS 20 1 120 1300 800 120 20 RECOVERYUCREFRIGERATOR(*) 14 5 2 15 WAITING/CHECKOUT RECEP(*) 20 2 120 720 500 120 1 20 LAB RECEP 16 5 2 17 RECEPTION TRLAGERECEP(*) 20 120 720 500 120 1 20 LAB RECEP 18 5 5 19 REFRIGERATOR(*) 20 3 120 1000 500 120 2 20 LAB RECEP 20 5 2 21 BREAK RM COUNTER RECEP(*) 20 120 500 500 120 20 LAB RECEP 22 5 5 23 MICROWAVE(*) 20 120 1000 1000 120 2 20 LAB REFRIGERATOR(*) 24 5 2 25 BREAK RM/PROVIDER RECEP 20 1 120 900 1000 120 20 LAB REFRIGERATOR(*) 26 5 2 27 TREATMENT RECEP 20 1 120 720 900 120 1 20 DICTATION/TREATMENT RECEP 28 2 2 29 TREATMENT RECEP (*) 20 2 120 1080 360 120 1 20 X-RAYGP RECEP 30 2 2 31 TREATMENT RECEP 20 120 1260 1200 120 1 20 GARBAGEDISPOSAL 32 5 2 33 SAMPLE RM RECEP (*) 20 2 120 720 1200 120 1 20 DISHWASHER 34 5 2 35 SAMPLE RM REFRIGERATOR(*) 20 120 1000 360 120 1 20 RECOVERYNURSE STATION 36 2 2 37 RECOVERYRECEP 20 1 120 720 250 120 1 15 RECIRC PUMP 38 5 2 39 RECOVERYRECEP (*) 20 2 120 1080 3000 208 2 40 EWH 40 5 2 41 RECOVERY RECEP (*) 20 120 1260 300(i ...----- 42 5 CONNECTED VA SYSTEM VOLTS 11808 11958 13328 120/208V, 3 PHASE PiiA qp A Mi 9R 166 111 NOTES () NOTES LOAD TYPE CONNECTED NEC DEMAND DEMAND LOAD 1 LIGHTING 0 1.25 0 VA 12680 VA 0 VA 0 VA 21734 VA 0 VA 0 VA 34414 VA 2 RECEPTACLES 15360 1 3 AIR CONDITIONING 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 21734 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 120/208V, 3 PHASE 96 AMPS * * . PROVIDE HANDLE TIES ON MULTI-W IRE CIRCUITS OR FURNISH WITH DEDICATED NEUTRALS CIRCUIT TO BE RELOCATED TO PANEL M PANEL L SURFACEMOUNTED 120/208 VOLT 3 PHASE 4 W IRE W ITH (ROUND 225A MLO NEMA 1 22,000 A IC VOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTI NO. TRIP POLE VOLT VOLT POLE TRIP NO. 1 1 LOBBYDOWNLIGHTS 20 1 120 595 878 120 1 20 RECOVERYLIGHTS 2 1 1 3 LOBBYPENDANT LIGHTS 20 1 120 525 640 120 1 20 TREATMENT ROOM LIGHTS 4 1 1 5 OFFICE/RESTROOM LIGHTS 20 1 120 1047 650 120 1 20 TREATMENT ROOM LIGHTS 6 1 1 7 RECEPTION LIGHTS 20 1 120 810 850 120 1 20 LAB/XRAYRM LIGHTS 8 1 1 9 HALLLIGHTS 20 1 120 795 120 1 20 SPARE 10 1 11 EXTERIOR LIGHTS 20 1 120 1160 120 1 20 SPARE 12 1 13 EXTERIOR WALL LIGHTS 20 1 120 1130 120 1 20 SPARE 14 1 15 SIGN 20 1 120 1500 120 1 20 SPARE 16 1 17 SITELIGHTS 20 2 208 690 120 1 20 SPARE 18 1 19 -------- 690 120 1 20 SPARE 20 1 21 SITE UP LIGHTS 20 1 120 200 120 1 20 SPARE 22 23 SPACE 1 1 SPACE 24 25 SPACE 1 1 SPACE 26 27 SPACE 1 1 SPACE 28 29 SPACE i 1 SPACE 30 31 SPACE 1 1 SPACE 32 33 SPACE 1 1 SPACE 34 35 SPACE 1 1 SPACE 36 37 SPACE 1 1 SPACE 38 39 TEL BOARD 20 1 120 360 1500 120 1 20 GENERATOR JACKET HEATER 40 5 41 LIGHTING CONTROL 20 1 120 250 750 120 1 20 GENERATOR BATTERY 42 5 CONNECTED VA SYSTEM VOLTS PFTASFAMPC 4953 5520 4547 120/208V, 3 PHASE 41 46 38 NOTES LOAD TYPE CONNECTED NEC DEMAND DEMAND LOAD 1 LIGHTING 12160 1.25 15200 VA 0 VA 0 VA 0 VA 2250 VA 0 VA 0 VA 17450 VA 2 RECEPTACLES 0 1 3 AIR CONDITIONING 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 2250 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 120/208V, 3 PHASE 48 AMPS �I ELECO* RICAL PAL SCHEDULES SCALE: NOT TO SCALE FAULT CURRENT STUDY CABLE IMPEDANCE VALUES BASED ON IEEE STD. 241-1990, TABLE 65. PROJECT: FMC URGENT CARE ZEPHYRHILLS, FL SYSTEM VOLTAGE: ASSUMED BASE KVA: UTILITY COMPANY AFC: UTILITY COMPANY X/R RATIO: 208 WIRE TYPE CU=1 225 WIRE TYPE AL=2 31250 PVC CONDUIT 12 SOURCE SOURCE WIRE WIRE # OF FEEDER BUS BUS BUS AFC X/R SIZE TYPE RUNS LENGTH X/R AFC ------------------ ------------------ -- ---- PANEL DP 31250 12.00 350 1 2 50 4.20 25358 ATS 25358 4.20 3/0 1 1 10 2.83 22983 PANEL R-L 22983 2.83 3/0 1 1 10 2.20 20839 Or=LECtRIGAL RISER P IACAAM SCALE: NOT TO SCALE CONCRETE TO 3000PSI MINIMUM 10" THICK DIMENSION TO BE 12" WIDER THAN FUEL TANK 2 o �. I 12 0 % REINF 5AR 12 OC EACH WAY I------13g 62S KVA MINIMUM COVER TO 5E 3" GEN/SET / ----"� 0 0 0 0 0 Ole 0 0 0 \/ 3/4" X 8" EPDXY EMDEDDED WEIGHT BOLTS FOR GENERATOR TIE DOWN GEN/SET AND ENCLOSURE 3394 L55 TYPICAL_ LOCATE PER FUEL 1841 L55 MANUFACTURER SHOP DRAWING TOTAL 5241 L55 - E:1 21❑-� ❑. TANK CAPACITY 253 GALLONS o FROM NFPA 30.432.11 1 MTnTmum DTstance (ft) \ Tank From Property LTne that Is From Nearest Side of Any Pub ITC Way CapacTty (gal or Can 5e BuTIt Upon, IncludTng or from Nearest Important 5uTldTng _ 17 the Opposite STde of a PUbITO Way on the Same Property DP ' L -1 RAAP 215 or less 5 5 19 216 to 150 10 5 i51 to 12,000 15 5 Fu4ONE/ 0SCALany G � 1 OR PAD DETAIL coM�ur� E2 SCALE= NOT t0 ❑ ❑❑ ❑❑ ❑—❑ ❑� Fe 0 LL] ILL = ❑ ❑ I ❑n❑ ❑—_ ❑ — ❑ z I( PARTIAL ELEC"011"RICAL SITE PLAN AND GiEWRATOR PAO SCALEz r -1 ID C L_� KEYEDNOTES RISER NOTES I. UTILITY COMPANY 120/208Y 3 PHASE PADMOUNTED TRANSFORMER. 2. UTILITY COMPANY APPROVED CT METER BASE MOUNTED TO A 4"X8"XS' CONCRETE PYLON_ BURIAL DEPTH OF PYLON TO 5E 3611, 3_ 04 BARE CU TO 3/4" X 10' DRIVEN GROUND ROD, CONTINUE THE 1*4 t0 THE BUILDING GROUND ELECTRODE SYSTEM. 4, 1-1/2" C FOR CT METER WIRING_ FURNISH WITH PULL LINE, 5. 2 SETS OF 4 0350KCMIL CU EACH IN 3"C. 6, 03/0 GROUND ELECTRODE CONDUCTOR FROM DP TO 2 DRIVEN 3/4" X 10' LONG COPPER GROUND RODS, METALLIC COLD WATER PIPE AND 20' LENGTH OF REINFORCING STEEL IN FOUNDATION. 1_ 10' LONG X 3/4' DIAMETER COPPER CLAD GROUND ROD, 8, BOND METALLIC COLD WATER PIPE, 9, EXTEND THE 3/0 GROUND ELECTRODE CONDUCTOR TO BUILDING STEEL_ 10, EXTEND A 04 GEC TO THE BUILDING TELEPHONE TERMINAL 50ARD 11, SPD TYPE I SURGE PROTECTION DEVICE. POWER LOGICS PQC200 OR EQUIVALENT. CONNECT TO PANEL WITH 5 04 SHORT AND AS STRAIGHT AS POSSIBLE 12_ NEW 50KW/62.5KVA, 120/208V, 3PHASE STAND-15Y DIESEL GENERATOR MOUNTED IN A NEMA 3R ENCLOSURE. PROVIDE WITH UL 142 FLORIDA DEP COMPLIANT SKID BASE TANK WITH A 24 HOUR CAPACITY_ (253 GALLON VERIFY WITH OWNER). GENERATOR SHALL 5E LISTED TO UL2200 AND TIER 3 EMISSION$ REQUIREMENTS. ENCLOSURE IS TO BE PROVIDED WITH INTEGRAL BATTERY CHARGER, BATTERIES, MAIN LINE 200AMP SHUNT TRIP BREAKER, AND JACKET HEATER- 13_ PROVIDE FINAL CONNECTION TO GENERATOR START -STOP CONTACTS AND REMOTE ANNUNCIATOR CONTACTS, CONSULT MANUFACTURER FOR EXACT REQUIREMENTS. EXTEND CONTROL AND ANNUNCIATOR WIRING IN PC TO NEW AUTOMATIC TRANSFER SWITCH (ATS)_ 14. PROVIDE FINAL CONNECTION t0 JACKET HEATERS AND BATTERY CHARGER EXTEND 2 DEDICATED 120V CIRCUITS TO PANEL L. PROVIDE TWO 20A, IPOLE BREAKERS At PANEL 5012 IN 3/4"C_ 15, BOND GENERATOR FRAME AND EQUIPMENT GROUND WITH A 01/0 CU_ IN I"C TO RE5AR IN GENERATOR PAD AND THE DRIVEN GROUND RODS. DO NOT BOND NEUTRAL TO EQUIPMENT GROUND AT MAIN BREAKER 16. 200AMP, 3POLE AUTOMATIC TRANSFER SWITCH (ATS) IN A NEMA I ENCLOSURE, KOHLER OR EQUIVALENT_ AT$ MAMEPLATE IS TO BE PROVIDED WITH SURGE AND INTERRUPTING CAPACITY RATINGS. 11_ PROVIDE A REMOTE ANNUNCIATOR ALARM PANEL (RAAP) FOR THE GENERATOR, THE RAAP SHALL HAVE NFPA 110 LEVEL i ALARM$ AND WARNING INDICATOR LIGHTS_ LOCATE IN ELECTRIC ROOM OR AS DIRECTED 5Y THE AHJ. 18_ ROUTE RAAP AND START/STOP WIRING TO GENERATOR VIA THE ATS. 19, PROVIDE A BREAK GLASS STYLE EMERGENCY POWER OFF (EPO) BUTTON FOR GENERATOR SHUTDOWN CONNECT PER GENERATOR MFR INSTRUCTIONS. 20. PROVIDE A PLACARD INDICATING "EMERGENCY GENERATOR SHUT OFF" 21. 4 03/0 AND I % EG IN 2 "C, REVISIONS BY I M N I o p E~ U cIS ti 0 N N � E txUd O U O ' ro O N 'c. ¢� 00 a� ti 3� 3 o x ti ti C:)a N m GG y a4 z J� # ?� E U\ N J W � UNN L LLJ aJ~ Z � UW w vim° Cr �a N0 t O :�= v •- o�U� c F-- N a � 4r-.L 00 W O LL •7 _J D m LL_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: WR Job: 10-61 Sheet E4 t ENGINE GENERATORS PART I GENERAL 1.1 SUMMARY A. Section includes engine generator set exhaust silencer and Fittings, transfer switch, fuel fittings and day tankremote control panel, load bank, battery, and charger_ 12 REFERENCES A, National Electrical Manufacturers Association: I, NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum)_ 2, NEMA AB 1 - Molded Case Circuit Breakers and Molded Case Switches. 3_ NEMA ICS 10 - Industrial Control and Systems: AC Transfer Switch Equipment_ 4, NEMA MG 1 - Motors and Generators. B. International Electrical Testing Association: 1, NETA ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems_ C_ National Fire Protection Association: I, NFPA 30 - Flammable and Combustible Liquids Code, 2, NFPA 99 - Standard for Health Care FacTITtTes. 3_ NFPA 110 - Standard For Emergency and Standby Power Systems, 13 SYSTEM DESCRIPTION A, Description: Engine generator assembly and accessories to provide source of power for stand by applications in accordance with NFPA 110, B, Capacity= 50kW, 62 kVA at elevation of 500 feet above sea level, standby rating using specified engine cooling scheme, IA SUBMITTALS A. Shop Drawings: Indicate electrical characteristics and connection requirements, Include plan and elevation views with overall and interconnection point dimensions, fuel consumption rate curves at various loads, ventilation and combustion air requirements, electrical diagrams including schematic and interconnection diagrams, B_ Product Data: Submit data showing dimensions, weights, ratings, interconnection points, and internal wiring diagrams for engine, generator, control panel, transfer switch, battery, battery rack, battery charger, exhaust silencer, vibration isolators, day tank, and remote radiator_ C. Test Reports: Indicate results of performance testing, D, Manufacturer's Field Reports: Indicate inspections, Findings, and recommendations. 1,5 CLOSEOUT SUBMITTALS A, Operation and Maintenance Data: Submit instructions and service manuals for normal operation, routine maintenance, oil sampling and analysis for engine wear, and emergency maintenance procedures_ L6 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience and with service facilities within 100 miles of project. 1,71 WARRANTY A, Furnish Five year manufacturer warranty, 1-6 MAINTENANCE SERVICE A. Furnish service and maintenance of engine generator and transfer switch for one year From Date of Substantial Completion, I-S MAINTENANCE MATERIALS A. Furnish one set of tools required For preventative maintenance of engine generator system. Package tools in adequately sized metal tool box. B_ Furnis two of each Fuel, oil and air filter element_ PART 2 PRODUCTS 2-1 ENGINE A, Product Description: Tn-ITne or V-type compression ignition Diesel Internal combustion engine_ B, Rating: Sufficient to operate under 10 percent overload For one hour in ambient of 90 degrees F at elevation of 500 Feet C_ Fuel System: No_ 2 DeTsel D, Engine speed: 1800 rpm, E. Safety Devices: Engine shutdown on high water temperature, low oil pressure, overspeed, and engine overcrank. Limits as selected by manufacturer_ F, Engine Starting: DC starting system with positive engagement, number and voltage of starter motors to accordance with manufacturer's instructions. Furnish remote starting control circuit, with MANUAL -OFF -REMOTE selecto switch on engine -generator control panel, G, Engine Jacket Heater: Thermal circulation type water heat with integral thermostatic control, sized to maintain engine Jacket water at 50 degrees and suitable for operation o 120 volts AC_ H, Radiator: Radiator using glycol coolant, with blower type fan, sized to maintain safe engine temperature In ambient temperature of 110 degrees F (43 degrees C)_ Radiator a Flow restriction 0,5 inches of water (125 Pa) maximum. I, Engine Accessories: Fuel Filter, tube oil filter, intake air Filter, lube oil cooler, Fuel transfer pump, fuel priming pump gear -driven water pump_ Furnish Fuel pressure gage, water temperature gage, and tube oil pressure gage on engine/generator control panel, J. Mounting: Furnish unit with suitable spring -type vibration isolators and mount on structural steel base_ 22 GENERATOR A, Manufacturers: I, Kohler Model 50RE02JD. 2. Substitutions: Permitted B. Product Description: NEMA MGi, three phase, six pole, reconnectable brushless synchronous generator with brushless exciter. 5 C_ Rating: 0kW/62 kVA, at 0.5 power factor, 208Y/120 volts 60Hz at 1600 rpm. D. Insulation Glass: F_ E, Temperature Rise: 130 degrees C Standby, F_ Enclosure: NEMA MGI, open drip proof_ G, Voltage Regulation: Furnish generator mounted volts per hertz exciter -regulator to match engine and generator characteristics, with voltage regulation plus or minus I percent From no load to full load_ Furnish manual controls to adjust voltage droop, voltage level (plus or minus 5 percent) and voltage gain, 23 GOVERNOR A, Product Description: Electronic or Isochronous governor to maintain engine speed within 0.5 percent, steady state, and 5 percent, no load to Full load, with recovery to steady state within 2 seconds Following sudden load changes_ Equip governor with means For manual operation and adjustment, 24 AUTOMATIC TRANSFER SWITCH A, Product Description: NEMA ICS 10, automatic transfer switch, B, Configuration: Electrically operated, mechanically held transfer switch, C, Interrupting Capacity: as required by available fault current_ D_ Withstand Current Rating: 42,000 rms symmetrical amperes, when used with molded case circuit breaker, E, Control Features and Functions: 1_ IndicatTng Lights: Mount Tn cover of enclosure to Indicate NORMAL SOURCE AVAILABLE, ALTERNATE SOURCE AVAILABLE, switch position, 2, Test Switch: Mount In cover of enclosure to simulate Fa i lure of normal source, 3. Return to Normal Switch: Mount in cover of enclosure to initiate manual transfer From alternate source to normal source. 4_ Transfer Switch Auxiliary Contacts: Inormally openil normally closed, 5_ Normal Source Monitor: Monitor each line of normal source voltage and frequencyt initiate transfer when voltage drops below 85 percent or Frequency varies more than 3percent from rated nominal value, F_ Automatic Sequence of Operation: 1, Initiate Time Delay to Start Alternate Source Engine Generator: Upon initiation by normal source monitor_ 2, Time Delay To Start Alternate Source Engine Generator: 0 to 60 seconds, adjustable_ 3, Initiate Transfer Load to Alternate Source: Upon initiation by normal source monitor and permission by alternate source monitor. 4_ Time Delay Before Transfer to Alternate Power Source: 0 to 60 seconds, adjustable, 5, Initiate Retransfer Load to Normal Source: Upon permission by normal source monitor. 6_ Time Delay Before Transfer to Normal Power: 0 to 60 seconds, adjustablet bypass time delay in event of alternate source failure. G, Time Delay Before Engine Shut Down: 0 to 60 minutes, adjustable, of unloaded operation, H, Engine Exerciser. Start engine every I or 30dayst run for 30minutes before shutting down. Bypass exerciser control when normal source falls during exercising period. I, Alternate System Exerciser: Transfer load to alternate source during engine exercising period. J_ Enclosure= 1, Enclosure: Weatherproof, Sound Attenuated, Wind Rated For 140 mph 2, Finish: Manufacturer's standard 2.5 ACCESSORIES A, Skid -Mounted Fuel Tank UL124 FL DEP accepted double wall steel tank, with FIII and vent. 24 hour at full load capacity B_ Exhaust Silencer: Critical type silencer, with muffler companion Flanges and flexible stainless steel exhaust fitting, sized In accordance with engine manufacturer's instructions, C, Batteries: Heavy duty, diesel startingtype lead -acid storage batteries_ Match battery votage to starting system_ Furnish cables and clamps_ D. Battery Tray: Treated for electrolyte resistance, constructed to contain spillage. E_ Battery Charger: Current limiting type designed to float at 2_11 volts For each cell and equalize at 233 volts for each cell. Furnish overload protection, full wave rectifier, DC voltmeter and ammeter, and 120 volts AC fused input. Furnish wall mounted enclosure to meet NEMA 250, Type I requirements_ F, Line Circuit Breaker: NEMA AB 1, molded case circuit breaker on generator output with integral thermal and instantaneous magnetic trip in each pole_ Furnish battery voltage operated shunt trip, connected to open circuit breaker on engine Failure. Unit mount in enclosure to meet NEMA 250, Type 1 requirements. G, Engine -Generator Control Panel: NEMA 250, Type I generator -mounted control panel enclosure with engine and generator controls and indicators, Furnish provision for padlock and the Following equipment and features: I. Frequency Meter: 45-65 Hz. range, 2_ AC Output Voltmeter:, 2 percent accuracy, with phase selector switch, 3, AC Output Ammeter:, 2 percent accuracy, with phase selector switch, 4_ Output voltage adjustment_ 5. Push -to -test indicator lamps, one each for low oil pressure, high water temperature, overspeed, and overcrank ro_ Engine start/stop selector switch, i, Engine running time meter. 6, Oil pressure gage. 9, Water temperature gage, 10_ Auxiliary Relay: 3PDT, operates when engine runs, with contact terminals prewired to terminal strip. IL Additional visual indicators and alarms In accordance with by NFPA 110, r 12, Remote Alarm Contacts: Factory wire SPOT contacts to terminal strip for remote alarm functions in accordance er with NFPA 110 H, Remote Annunciator Panel: Flush mounted panel with n brushed stainless steel or painted finish, Furnish audible and visible indicators and alarms In accordance with NFPA 110, 1, High battery voltage (alarm). Tr 2_ Low battery voltage (alarm)_ 3, Low fuel (alarm). 4, System ready, 5, Anticipatory -high water temperature_ 6_ Anticipatory -low oTI pressure. 1, Low coolant temperature. 6. Switch in off position (alarm) g, Overcrank (alarm). 10, Emergency stop (alarm)_ 11, High water temperature (alarm). 12, Overspeed (alarm)_ 13, Low oil pressure (alarm). 14, Line power available_ 15. Generator power available. 16, Lamp test and horn silence switch, 1, Weather -protective Enclosure: Reinforced steel housing allowin access to control panel and service points, with lockable doors and panels. Furnish fixed louvers, 24 hour fuel tank, battery rack, and silencer. J_ Load Bank: Complete load bank for pacing resistive load on generator PART 3 EXECUTION 3,1 INSTALLATION A, install engraved plastic nameplates. B_ Ground and bond generator and other electrical system components in accordance with NEC, Do not bond neutral to equipment ground FIELD QUALITY CONTROL C, inspect and test In accordance with NETA ATS, except Section 4, D. Perform inspections and tests listed in NETA ATS, Section t22, 32 MANUFACTURER'S FIELD SERVICES A. Prepare and start up engine -generator assembly. 33 ADJUSTING A, Adjust generator output voltage and engine speed to meet specified ratings- 3-4 CLEANING A. Clean engine and generator surfaces, Replace oil and Fuel Filters with new- 3-5 DEMONSTRATION AND TRAINING A, Furnish 2 hours of instruction each for two persons, to be conducted at project site with manufacturer's representative B_ Describe loads connected to standby system and restrictions for future load additions_ C, Simulate power outage by interrupting normal source, and demonstrate system operates to provide standby power. END OF SECTION O ELECTRICAL. CrtENERr4TOR 8MCIFIC,ATiONS SCALE,- NOT TO SCALE CA! .LEC CRITICAL GRADE MUFFLER COASTAL WEATHER PROTECTIVE HOUSING ZZ ooaa T c o c �1o c wnnr++e LE E TR`rBox ` JACKET NEATER / BATTERY CHARGER EXI E CONDUIT J 0 FLEXLJ 0 o PiPE TO O T O a VIBRATION 16 1 CKT 2OA/120 V TO PNL L I CKT 2CA/i20 V TO PNL L LAMINATED 3 LAYER WHITE PLASTIC PLATE WITH BLACK ENGRAVED LETTERS. ATTACHMENT SHALL BE STAINLESS STEEL WITH NUTS AND BOLTS OR RIVETS, (TYPICAL) 1/4" HIGH LETTERS DOOR LATCHES ARE KEY LOCKING AND PADLOCKABLE PANEL 'R' CALL DOORS) ® @ 225A, 120/208V 3 PHASE 4W ---ACCOUSTIC LOUVER I I FED FROM 'DP' AS REQUIRED IN ---STEEL SHROUD TO SEAL NOTES: RADIATOR TO LOUVER I, NEW NAMEPLATES MUST BE INSTALLED ON ALL ELECTRICAL PANELS TEMPORARY NAMEPLATES ARE NOT ACCEPTABLE_ )LATORS 2, THE AMPERAGE RATING ENGRAVED ON THE NAMEPLATE SHALL BE THE RATING OF THE MAIN OVERCURRENT PROTECTION DEVICE, OR iTS TRIP DEVICE SETTING, OR DESIGN BUS CAPACITY IN THE ABSENCE OF A MAIN OVER CURRENT DEVICE, NOT THE SWITCHBOARD OR PANELBOARD BUS RATING. 3, REFER TO SPECIFICATIONS FOR NAMEPLATE REQUIREMENTS, THE ENCLOSURE SHALL BE LISTED AND CERTIFIED TO 140 MPH WIND SPEED CAPABILITY. ANALYSIS IS TO BE MADE OF THE ENCLOSURES SUBJECTED TO A WIND LOADING BASED ON ASCE i-S8 WITH A 150 MPH EXPOSURE D DESIGN SPEED AND A CATEGORY 1 IMPORTANCE FACTOR AND USING ALLOWABLE STRESS LIMITS OF ASCE -1-98 IN THE DESIGN, "02GENEIRATOR ENCLOSUtRE DETAILS SCALE: NOT TO SCALE ENGINE CONTROL GENERATOR EMERGENCY STOP PANEL SWITCH, LOCATE ADJACENT TO RED PILOT LIGHT WiTH ENGRAVED NAMEPLATE STATING "EMERGENCY STOP SWITCH OPERATED". MOUNT ON ENGINE CONTROL PANEL_ PANEL DP IN NEMA 1 BOX - ENGRAVED PLATE WITH 1/4" WHITE ENGRAVED LETTERS ON RED LAMINATED PLASTIC UNDER STOP SWITCH TO READ "GENERATOR EMERGENCY STOP", SURFACE MOUNT SWITCH 4'-6"_ l _ I 2 NO, 16 STRANDS CONNECT I C TO ENGINE EMERGENCY STOP CIRCUI ENGINE EMERGENCY I STOP RELAY WITH 2 NO_ I - CONTACTS MOUNTED WITHIN ENGINE CONTROL PANEL 24V, DC 2 NO, 12 - 1/2" C_ �I C� Rr4TOR AL�4fi��" i RISER DIAGRAM SCALE: NOT TO SCALE GENERATOR CONTROL PANEL ALARMS GENERATOR ON-LINE LOW OIL LOW WATER TEMP HIGH WATER TEMP OVERSPEED OVERGRANK WATER TEMP PRE -ALARM LOW OIL PRE -ALARM GENERATOR DISABLE GROUND FAULT ALARMS PER NFPA 110 LEVEL I Ir-la 016 MONITOR, 2-012 SHUNT TRIP P. CONSULT MFR, imIIIIIIIIII 7 1- -1 REMOTE ANNUNCIATOR PANEL ADJACENT TO 'DP' D 1619NEIRATCRAR5 SMUT OCUN DIAGRAM SCALE: NOT TO SCALE EPO SWITCH O NOT • SCALE LAMINATED 3 LAYER WHITE PLASTIC PLATE WITH BLACK ENGRAVED LETTERS, ATTACHMENT SHALL BE STAINLESS STEEL WITH NUTS AND BOLTS OR RIVETS. (TYPICAL) 1/4" HIGH LETTERS AS REQUIRED ® RT U -1 ® 1-3/8" Fed from: 'DP1' cir. no. 1,3,5 70A 1/8" HIGH LETTERS HIGH LETTERS TYPICAL D i SCONNE CT NAME PLATE D E TA i L NOT TO SCALE 3/4" HiGH LETTERS AS REQUIRED ® RTU-1�� EQUIPMENT NAMEPLATE DETAiLS NOT TO SCALE �I 94*2 0L4T.. DETAILS SCALE: NOT TO SCALE REVISIONS BY � V) 01) N Y N n XV a • CN U O U 10 LO ti 3 3ti 3 axti ti CqN 1 w a NJ s F�� Z Q ]ao � N J W =U .O Z W v J I- _- Z U W W o .acr = Q (A O Da O L= W p •- G > M C N a O w 00 .0 O QW JD m Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: 1NR Job: 10-61 Sheet E5 7- ELECTRICAL SPECIFICATIONS A. THE WORK. APPARATUS AND MATERIALS WHICH SHALL BE FURNISHED UNDER THESE SPECIFICATIONS AND ACCOMPANYING DRAWINGS SHALL INCLUDE ALL ITEMS SPECIFIED HEREINAFTER AND SHOWN ON THE DRAWINGS. ALL OTHER MATERIALS NECESSARY FOR THE COMPLETE INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR TO PROVIDE COMPLETE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. B. THE CONTRACTOR SHALL EXTEND THE SERVICE FROM THE POINT OF SERVICE ATTACHMENT FURNISHING ALL PROTECTIVE DEVICES, CONDUCTORS, SUPPORTS, RACEWAYS, ETC. TO PROVIDE COMPLETE INTERIOR ELECTRICAL SYSTEMS TO SERVE MOTOR LOADS, LIGHTING LOADS AND MISCELLANEOUS ELECTRICAL LOADS, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREINAFTER. THE WORK SHALL INCLUDE COMPLETE TESTING OF ALL EQUIPMENT AND WIRING AT THE COMPLETION OF THE WORK AND MAKING ANY MINOR CONNECTION CHANGES OR ADJUSTMENTS NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM AND EQUIPMENT. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUAUIY AND NO SUBSTANDARD WORK WILL BE ACCEPTED. C. VERIFY CONDITIONS AT THE FIELD PRIOR TO PRICING THE JOB. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND EXISTING CONDITIONS. D. CONTRACTOR SHALL REFER TO INTERIOR ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING HEIGHTS AND/OR LOCATIONS OF ALL LIGHTING FIXTURE SWITCHES, OUTLETS AND WIRING DEVICES AND SHALL PERFORM ALL WORK NOTED ON PLANS, IN NOTES OR IN DETAILS RELATED TO ELECTRICAL CODES A. THE WORK UNDER THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. THE INSTALLATION SHALL ALSO COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF LOCAL AND STATE LAWS AND ORDINANCES, INTERFERENCES A. THE PLANS ARE GENERALLY DIAGRAMMATIC AND THE CONTRACTOR SHALL COORDINATE THE WORK WITH THE DIFFERENT TRADES SO THAT INTERFERENCES BETWEEN CONDUITS. PIPING, EQUIPMENT, ARCHITECTURAL AND STRUCTURAL WORK WILL BE AVOIDED. ALL NECESSARY OFFSETS IN RACEWAYS, FITTINGS, ETC. REQUIRED TO PROPERLY INSTALL THE WORK SHALL BE FURNISHED SO AS TO TAKE UP A MINIMUM SPACE, AND ALL MATERIALS REQUIRED TO ACCOMPLISH THIS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IN CASE INTERFERENCE DEVELOPS, THE OWNER'S AUTHORIZED REPRESENTATIVE WILL DECIDE WHICH EQUIPMENT, PIPING, ETC., MUST BE RELOCATED, REGARDLESS OF WHICH WAS INSTALLED FIRST. MATERIALS A. IN GENERAL, MATERIALS AND APPARATUS SHALL COMPLY WITH ALL APPLICABLE TESTS, RATINGS, SPECIFICATIONS, AND REQUIREMENTS OF THE IEEE AND NEMA AND SHALL BEAR THE APPROVED DEVICE LABEL OF THE UNDERWRITERS' LABORATORIES, INC. B. ANY MATERIAL OR PRODUCT SPECIFIED HEREIN OR ON THE DRAWINGS BY MANUFACTURER AND CATALOG NUMBER AFTER WHICH THE TERM "OR EQUAL" DOES NOT APPEAR SHALL BE INTERPRETED AS LIMITING SUCH ITEMS BY A PREDETERMINED SELECTION AS STATED. IN SUCH INSTANCES NO SUBSTITUTIONS WILL BE ALLOWED. ANY MANUFACTURER AND CATALOG NUMBER FOLLOWED BY THE TERM "OR EQUAL" SHALL BE INTERPRETED TO MEAN EQUAL IN QUALITY, VALUE, AND INTEGRAL PROPERTIES AND SIMILAR IN APPEARANCE, DESIGN, AND FUNCTIONS. THE CONTRACTOR MAY IN THESE INSTANCES AFTER OBTAINING WRITTEN APPROVAL OF THE OWNER, SUBSTITUTE MATERIALS OR PRODUCTS OTHER THAN THE ONE NAMED. C. THE CONTRACTOR SHALL SUBMIT A LIST OF PRINCIPAL MATERIAL ITEMS, GIVING MANUFACTURER'S NAMES AND CATALOG NUMBERS. APPROVAL OF THE LIST SHALL BE OBTAINED FROM THE OWNER BEFORE ORDERS ARE PLACED. GUARANTEE A. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL RECTIFY ANY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP AND PAY FOR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM WITHIN SAID PERIOD. THE OWNER WILL GIVE NOTICE OF DEFECTS WITH REASONABLE PROMPTNESS. IDENTIFICATION OF EQUIPMENT A. IDENTIFICATION OF EQUIPMENT SHALL BE PROVIDED FOR ALL ELECTRICAL EQUIPMENT INSTALLED BY THE CONTRACTOR. ENGRAVED LAMINATED PLASTIC NAMEPLATES SHALL BE PROVIDED AND IDENTIFICATION SHALL CLEARLY DESCRIBE THE EQUIPMENT AND FUNCTION. COORDINATE NAMES ABBREVIATIONS AND OTHER DESIGNATIONS USED IN ELECTRICAL IDENTIFICATION WORK WITH CORRESPONDING DESIGNATIONS SHOWN, SPECIFIED OR SCHEDULED. PROVIDE NUMBERS, LETTERS AND WORDING AS INDICATED OR IF NOT OTHERWISE INDICATED, AS RECOMMENDED BY MANUFACTURER OR AS REQUIRED FOR PROPER IDENTIFICATION AND MAINTENANCE OF ELECTRICAL SYSTEMS AND EQUIPMENT. B. INSTALL LABEL TAGS ON ALL WIRE AND CABLE IN JUNCTION BOXES, WIREWAYS AND WIRING GUTTERS OF PANELS. TAGS SHALL IDENTIFY WIRE OR CABLE CIRCUIT NUMBER AND/OR EQUIPMENT SERVED AS SHOWN ON DRAWINGS. C. ALL JUNCTION BOXES TO BE DESIGNATED WITH PERMANENT MARKER INDICATING PANELBOARD AND CIRCUIT NUMBERS OF BRANCH CIRCUIT WIRING CONTAINED WITHIN. D. PANELBOARD DIRECTORIES SHALL BE UPDATED/TYPEWRITTEN WITH ACCURATE AND CURRENT INFORMATION BY THE CONTRACTOR AT THE END OF CONSTRUCTION. DIRECTORIES SHALL REFLECT EXISTING UNCHANGED AND NEW RECORD CONDITIONS AND INCLUDE CIRCUIT NUMBER, TENANT NAME, TYPE AND LOCATION OF LOAD. RACEWAYS AND FITTINGS A. CONDUITS RUN EXPOSED ON EXTERIOR OF THE BUILDING OR BELOW GRADE SHALL BE RIGID STEEL CONDUIT. SCH 40 PVC CONDUIT IS ACCEPTABLE BELOW GRADE PROVIDED RIGID STEEL CONDUIT ELBOWS AND RISERS ARE USED. B. ALL CONDUIT SHALL BE PROPERLY ALIGNED, GROUPED AND SUPPORTED. EXPOSED CONDUIT SHALL BE INSTALLED AT RIGHT ANGLES TO OR PARALLEL TO THE PRINCIPAL STRUCTURAL MEMBERS. ALL CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 8 FEET. PROVIDE SUPPORT A MINIMUM OF 18" FROM BENDS AND OUTLET BOXES AND ON INTERVALS NOT TO EXCEED 8'-0". CONDUIT IS NOT TO SPAN ANY SPACE UNSUPPORTED. ALL CONDUIT SHALL BE SUPPORTED FROM STRUCTURE AND NOT FROM CEILING SUPPORT SYSTEM. C. PROVIDE NYLON PULL CORD AND LEAVE IN PLACE IN EACH EMPTY CONDUIT. D. THIN WALL CONDUIT: 1. THIN WALL CONDUIT SHALL BE UNDERWRITERS' APPROVED GALVANIZED ELECTRICAL METALLIC TUBING. COUPLINGS AND CONNECTORS FOR CONDUIT SHALL BE STEEL HEX —NUT, ZINC OR CADMIUM PLATED SET SCREW TYPE FITTINGS. E. FLEXIBLE METALLIC CONDUIT: 1. FLEXIBLE METALLIC CONDUIT IN DRY LOCATIONS SHALL BE UNDERWRITERS' APPROVED, ZINC COATED, SINGLE STRIP TYPE. FITTINGS SHALL BE AS MANUFACTURED BY THOMAS AND BETTS "TITE—BITE", STRAIGHT OR ANGLE CONNECTORS OR APPROVED EQUAL. 2. FLEXIBLE CONDUIT IN DAMP OR WET LOCATIONS SHALL BEUNDERWRITERS,APPROVED FLEXIBLE, , LIQUID —TIGHT METAL CONDUIT. FITTINGS SHALL BE AS MANUFACTURED BY APPLETON, CROUSE—HINDS OR THOMAS AND BETTS. F. RIGID STEEL CONDUIT: 1. RIGID STEEL CONDUIT SHALL BE UNDERWRITERS' APPROVED HOT —DIP GALVANIZED, ZINC METALIZED. OR SHERADIZED. THE THREADED ENDS OF THE CONDUIT SHALL BE ZINC COATED AND SHALL BE THREADED TYPE. DOUBLE LOCK NUTS SHALL BE USED ON ALL CONDUIT TERMINATIONS EXCEPT THREADED HUBS. 2. ALL CONDUIT SHALL BE MADE UP TIGHT AND NO RUNNING THREADS WILL BE PERMITTED, "ERICSON" COUPLINGS BEING USED WHERE NECESSARY. ALL CONDUIT RUNS BELOW GRADE OR UNDER FLOORS ON GRADE SHALL BE GIVEN A HEAVY COAT OF ASPHALTIC TYPE PAINT BOXES A. ALL BOXES SHALL BE RIGIDLY MOUNTED AND SHALL BE EQUIPPED WITH SUITABLE SCREW FASTENED COVERS. OPEN KNOCK —OUTS OR HOLES IN BOXES SHALL BE PLUGGED WITH A SUITABLE BLANKING B. OUTLET BOXES FOR EXPOSED WALL MOUNTING, AND OUTDOOR INSTALLATIONS SHALL BE CAST METAL TYPE "FS" OR "FD" BOXES WITH SUITABLE GALVANIZED SHEET COVERS, OR CAST METAL WEATHERPROOF OR VAPOR TIGHT COVERS WHEN NOTED ON THE DRAWINGS. WEATHERPROOF RECEPTACLE COVERS SHALL HAVE SPRING HINGE LIDS AND IN USE COVERS. CONDUCTORS A. UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT CONDUCTORS SHALL BE NO. 12 AWG. BRANCH CIRCUITS RUN OVER 75 FEET IN LENGTH. MEASURING ONE WAY FROM THE FIRST OUTLET OF THE CIRCUIT TO THE PANEL, SHALL BE NO. 10 AWG FOR THE ENTIRE CIRCUIT B. SPLICES, TAPS AND ATTACHMENT FITTINGS AND LUGS SHALL BE ELECTRICALLY AND MECHANICALLY SECURE AND SOLDERLESS FOR CONDUCTORS SIZES NO. 8 AWG AND LARGER. THERE SHALL BE PLENTY OF SLACK CABLE IN BOXES. OUTLETS AND CABINETS TO INSURE THAT THERE IS NO BINDING AT THE BUSHINGS. ALL LUGS SHALL BE OF THE CORRECT SIZES FOR THE CONDUCTORS JOINED AND IN NO CASE SHALL STRANDS BE CUT FROM A CONDUCTOR IN ORDER TO FIT THE CONDUCTOR INTO A LUG. TAPING OF JOINTS SHALL BE WITH VINYL PLASTIC ELECTRICAL TAPE TO SECURE INSULATION STRENGTH EQUAL TO THAT OF THE CONDUCTORS JOINED. C. ALL CONDUCTORS SHALL BE COPPER. CONDUCTOR INSULATION SHALL BE DUAL TYPE THHN/THWN 75 C. (167 F.) FOR DRY, DAMP & WET LOCATIONS. CONDUCTOR INSULATION WITH SINGLE TYPE MARKING THHN 90 C. (194 F.) MAY BE USED FOR DRY LOCATIONS ONLY. ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY NEC AND FURTHER IDENTIFIED AND CODED AS SPECIFIED HEREINAFTER. COLOR CODING SHALL BE BY MEANS OF COLORED INSULATING MATERIAL, COLORED BRAID OR JACKET OVER THE INSULATION OR BY MEANS OF SUITABLE COLORED, PERMANENT, NON —AGING, INSULATING TAPE APPLIED TO CONDUCTORS AT EACH CABINET OR JUNCTION POINT. THE COLOR CODING SHALL BE ACCOMPLISHED AS THE CONDUCTORS ARE INSTALLED. THE FOLLOWING SYSTEMS OF COLOR CODING SHALL BE STRICTLY ADHERED TO: 1) ISOLATED GROUND LEADS: GREEN AND YELLOW 2) GROUND LEADS: GREEN 3) GROUNDED NEUTRAL LEADS: WHITE FOR 120/208V, GRAY FOR 277/480V 4) 120/208 VOLT, UNGROUNDED PHASE WIRES: BLACK, RED, BLUE 5) 277/480 VOLT, UNGROUNDED PHASE WIRES: BROWN, ORANGE, YELLOW THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY FOLLOWED THROUGHOUT. NOTE: WHERE EXISTING BASE BUILDING COLOR CODING DIFFERS FROM COLOR COOING ASSIGNED HERE --IN. CONTRACTOR SHALL USE EXISTING COLOR COOING AS REQUIRED TO MAINTAIN CONSISTENCY. ADVISE ENGINEER (IN WRITING) OF COLOR CODING TO BE USED. D. ALL WIRING IN CEILING SPACE OR IN AIR HANDLING PLENUMS NOT IN CONDUIT SHALL BE UL LISTED AS SUITABLE FOR PLENUM USE. E. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR AND MAKE ALL REQUIRED CONNECTIONS TO SERVE MECHANICAL EQUIPMENT FURNISHED. F. MODIFY EXISTING ELECTRICAL WORK ABOVE THE CEILING SPACE (CONDUIT, WIRING, EQUIPMENT, BOXES, ETC.) TO COORDINATE WITH NEW LIGHTS AND HVAC WORK. G. THE CONTRACTOR SHALL REMOVE ALL EXISTING WIRING AND EQUIPMENT MADE UNNECESSARY BY THE NEW INSTALLATION, ALL MATERIALS REMOVED AND NOT REUSED IN NEW TENANT RETROFIT. SHALL BE RETURNED TO BUILDING STOCK. H. REUSE EXISTING JUNCTION BOXES, CONDUITS AND WIRING TO FEED RECEPTACLES AND LIGHTING FIXTURES WHERE APPLICABLE. REMOVE AND DISPOSE OF ALL UNUSED CONDUIT AND WIRING BACK TO LAST ACTIVE DEVICE OR PANEL, I. ALL CONDUITS AND WIRING PENETRATING RATED FLOORS AND WALLS SHALL BE SEALED TO MAINTAIN FIRE RATING AND INTEGRITY OF SEPARATION. GROUNDING A. THE INTERIOR ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY THE NEC AND AS SPECIFIED HEREINAFTER. B. ALL METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS, AND EQUIPMENT. METALLIC RACEWAYS SHALL BE CONNECTED TO A DIRECT GROUND AT THE POINT OF ELECTRICAL SERVICE ENTRANCE AND SHALL BE ELECTRICALLY CONTINUOUS THROUGHOUT THE ENTIRE SYSTEM. C. ALL GROUND CONDUCTORS SHALL BE INSULATED COPPER UNLESS OTHERWISE NOTED. D. ALL RACEWAYS WITH N0. 10 OR 12 AWG PHASE CONDUCTORS FOR RECEPTACLES, LIGHTING FIXTURES AND SIMILAR CIRCUITS (NEW BRANCH CIRCUITS) SHALL BE PROVIDED WITH A PARITY SIZED GREEN EQUIPMENT GROUND CONDUCTOR. GROUND CONDUCTOR SHALL BE INSTALLED IN ENTIRE RACEWAY SYSTEM INCLUDING WALL SWITCHES AND FLEXIBLE CONDUIT TO LIGHT FIXTURES. EQUIPMENT GROUND CONDUCTOR SIZES FOR CIRCUITS WITH PHASE CONDUCTORS LARGER THAN NO. 12 AWG ARE INDICATED ON DRAWINGS. GROUND CONDUCTORS SHALL BE CONNECTED TO GROUND BUSS IN PANELBOARDS. E. TERMINATE FEEDER AND BRANCH CIRCUIT INSULATED EQUIPMENT GROUNDING CONDUCTORS WITH GROUNDING LUG, BUS, OR BUSHING. CONDUCTORS LOOPED UNDER SCREW OR BOLT HEADS WILL NOT BE PERMITTED. F. INSTALL CLAMP —ON CONNECTORS ON CLEAN METAL CONTACT SURFACES TO ENSURE ELECTRICAL CONDUCTIVITY AND CIRCUIT INTEGRITY. G. PROVIDE GROUNDING BUSHING AND A CONTINUOUS COPPER BONDING JUMPER FROM THE BUSHING TO THE EQUIPMENT GROUND BUS IN ALL FEEDERS. THE BONDING JUMPER SHALL BE THE SAME SIZE AS THE EQUIPMENT GROUND CONDUCTOR. CIRCUIT PROTECTIVE DEVICES A. GENERAL: 1. UNLESS OTHERWISE INDICATED, PROTECTIVE DEVICES SHALL BE MOUNTED WITH TOP OF CABINET OR ENCLOSURE 6'— 6" ABOVE FINISHED FLOOR, SHALL BE PROPERLY ALIGNED, AND SHALL BE ADEQUATELY SUPPORTED INDEPENDENTLY OF THE CONNECTING RACEWAYS, ALL STEEL SHAPES, ETC., NECESSARY FOR THE SUPPORT OF THE EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT PROTECTIVE DEVICES ENCLOSURES SHALL BE NEMA TYPE I, GENERAL PURPOSE TYPE. CIRCUIT PROTECTIVE DEVICES INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL HAVE WEATHERPROOF ENCLOSURES, NEMA TYPE 3R OR TYPE 4 2. INSTALL DISCONNECT SWITCHES FOR USE WITH MOTOR —DRIVEN APPLIANCES, AND MOTORS AND CONTROLLERS WITHIN SIGHT OF CONTROLLER POSITION UNLESS OTHERWISE INDICATED. 3. SUBMIT MANUFACTURER'S DATA (MINIMUM 5 COPIES) ON CIRCUIT AND MOTOR DISCONNECT SWITCHES AND/OR MOTOR STARTERS, SUBMIT SHOP DRAWINGS IN BOOKLET FORM WITH SEPARATE SHEET FOR EACH DEVICE. PROVIDE EQUIPMENT IDENTIFICATION AS DESIGNATED ON PLANS FOR EACH SHOP DRAWING CUT SHEET SUBMITTED. B. CIRCUIT BREAKERS: 1. CIRCUIT BREAKERS FOR MOUNTING IN EXISTING PANELBOARD SHALL BE MOLDED PLASTIC CASE, AIR CIRCUIT BREAKER TYPE. BREAKERS SHALL HAVE THERMAL MAGNETIC TRIP UNITS AND MULTI —POLE BREAKERS SHALL HAVE A COMMON TRIP BAR SO THAT THE TRIPPING OF ONE POLE WILL AUTOMATICALLY TRIP ALL POLES OF THE BREAKER. BREAKERS SHALL BE TRIP FREE AND TRIP INDICATING AND SHALL HAVE QUICK —MAKE, QUICK —BREAK CONTACTS. C. SAFETY SWITCHES: 1. ALL SAFETY SWITCHES SHALL BE HEAVY DUTY TYPE. SWITCH MECHANISM SHALL BE QUICK —MAKE, QUICK —BREAK. COVER SHALL BE INTERLOCKED WITH MECHANISM TO PREVENT OPENING UNLESS SWITCH IS IN THE "OFF" POSITION. ALL ENCLOSURES SHALL BE PRIMED AND FINISHED TO RESIST RUSTING AND CORROSION. SWITCHES SHALL BE ITE, GENERAL ELECTRIC, SQUARE—D, OR CUTLER —HAMMER. (MATCH BUILDING STANDARD WHERE APPLICABLE) D. FUSES: 1. ALL FUSES FOR SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE BUSSMAN "FUSETRON" OR CHASE SHAWMUT "TRIONIC". THE CONTRACTOR SHALL FURNISH AND INSTALL PROPER SIZE FUSES WHERE REQUIRED FOR ALL FUSIBLE EQUIPMENT AND SHALL FURNISH TO THE OWNER A DUPLICATE CARTRIDGE FOR EACH FUSE INSTALLED. E. MOTOR STARTERS: 1 COMBINATION MAGNETIC. FULL VOLTAGE STARTERS FOR 3 MOTORS SHALL BE THREE POLE HORSEPOWER RATED. MAGNETICALLY OPERATED SWITCHES, WITH THREE THERMAL OVERLOAD UNITS AND FOUR EXTRA AUXILIARY CONTACTS. CONTROL VOLTAGE SHALL BE 1 20V. SUPPLIED FROM A CONTROL POWER TRANSFORMER, A THREE POLE HORSEPOWER RATED, NON —FUSIBLE DISCONNECT SWITCH SHALL ALSO BE INCLUDED IN THE ENCLOSURE. AN HOA SWITCH SHALL BE MOUNTED IN FRONT COVER. STARTERS SHALL BE SQUARE—D CLASS 8538. 2. MANUAL MOTOR STARTERS FOR 115V., 1 MOTORS (1) HORSEPOWER AND SMALLER, SHALL BE SINGLE POLE, HORSEPOWER RATED SWITCHES WITH THERMAL OVERLOAD UNITS AND HEATERS. STARTERS SHALL BE SQUARE—D CLASS 2510, WITH STAINLESS STEEL COVER PLATES. 3. MAGNETIC FULL VOLTAGE STARTERS FOR 3 MOTORS SHALL BE THREE POLE, HORSEPOWER RATED, MAGNETICALLY OPERATED WITH THREE THERMAL OVER LOAD UNITS AND FOUR EXTRA AUXILIARY CONTACTS. CONTROL VOLTAGE SHALL BE 120V. SUPPLIED FROM A CONTROL POWER TRANSFORMER, A HAND —OFF —AUTOMATIC, HOA SWITCH SHALL BE MOUNTED IN FRONT COVER. STARTERS SHALL BE SQUARE—D CLASS 8536. DRY —TYPE DISTRIBUTION TRANSFORMERS: A. ALL TRANSFORMERS SHALL BE DESIGNED FOR HIGH HARMONIC LOADS—ULK-1 3 RATED. B. TRANSFORMERS SHALL HAVE FOUR (4) 2 1/2 PERCENT TAPS, TWO ABOVE AND TWO BELOW PRIMARY VOLTAGE AND UNLESS NOTED OTHERWISE SHALL BE 115C TEMPERATURE RISE ABOVE 40C AMBIENT, C. LIMIT TRANSFORMER SURFACE TEMPERATURE RISE TO MAXIMUM OF SOC RISE ABOVE A 40C AMBIENT. PROVIDE WIRING CONNECTORS SUITABLE FOR COPPER OR ALUMINUM WIRING. CUSHION —MOUNT TRANSFORMERS WITH EXTERNAL VIBRATION ISOLATION SUPPORTS; SOUND —LEVEL RATINGS NOT TO EXCEED 45DB FOR TRANSFORMERS 15 TO 45 KVA AND 50DB FOR 50 TO 150 KVA AS DETERMINED IN ACCORDANCE WITH ANSI/NEMA STANDARDS, ELECTRICALLY GROUND CORE AND COILS TO TRANSFORMER ENCLOSURE BY MEANS OF FLEXIBLE METAL GROUNDING STRAP. PROVIDE TRANSFORMERS WITH FULLY —ENCLOSED SHEET STEEL ENCLOSURES. D. SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA; (MIN. 5 COPIES) INCLUDING RATED KVA, FREQUENCY, PRIMARY AND SECONDARY VOLTAGE AND PERCENT TAPS. ACCEPTABLE MANUFACTURERS ARE: G.E., SQUARE D AND CUTLER HAMMER. MATCH BUILDING STANDARD WHERE APPLICABLE, PANELBOARDS: A. PANELBOARDS SHALL BE CONNECTED DISTRIBUTED PHASE WITH CIRCUIT NUMBERING AS INDICATED ON THE DRAWINGS. PANELBOARDS SHALL HAVE CIRCUIT DIRECTORY CARDS SHALL BE COMPLETED WITH A TYPEWRITER BY THE CONTRACTOR TO INDICATE NEW AND EXISTING AREAS AND/OR DEVICES SERVED BY EACH CIRCUIT. B. CIRCUIT BREAKERS FOR MOUNTING IN NEW AND EXISTING PANELBOARDS OR DISTRIBUTION SECTION OF SWITCHBOARD SHALL BE MOLDED PLASTIC CASE, AIR CIRCUIT BREAKER TYPE. BREAKERS SHALL HAVE THERMAL —MAGNETIC TRIP UNITS AND MULTI —POLE BREAKERS. BREAKERS SHALL HAVE A COMMON TRIP BAR. SO THAT THE TRIPPING OF ONE POLE WILL AUTOMATICALLY TRIP ALL POLES OF THE BREAKER. BREAKERS SHALL BE TRIP FREE AND TRIP —INDICATING AND SHALL HAVE QUICK —MAKE, QUICK BREAK CONTACTS. C. PANELBOARDS SHALL BE INSTALLED COMPLETE WITH CONNECTORS AND ASSOCIATED HARDWARE FOR ALL CIRCUIT BREAKERS AND SPACES LISTED IN THE PANELBOARD SCHEDULE. D. WHEN CONNECTING EQUIPMENT TO EXISTING PANELBOARDS, THE NEW AND EXISTING CIRCUIT BREAKERS SHALL BE IDENTIFIED. A NEW CIRCUIT DIRECTORY CARD SHALL BE PROVIDED. E. PANELBOARDS TO BE DEADFRONT TYPE, WITH COPPER BUS BARS, WITH BOLT —ON TYPE BRANCH CIRCUIT BREAKERS EQUAL TO SQUARE—D TYPE NQOD, NF, OR I —LINE AS APPLICABLE. ALL CIRCUIT BREAKERS SHALL BE CONCEALED BEHIND A HINGED, LOCKABLE DOOR INSTALLED ON THE FRONT PANELBOARD COVER, F. ALL PANELBOARDS TO BE IDENTIFIED WITH ENGRAVED PLASTIC LAMINATE SIGNS. COORDINATE NAMES USED FOR IDENTIFICATION WITH CORRESPONDING DESIGNATIONS SHOWN, SPECIFIED OR SCHEDULED. FASTEN WITH SELF TAPPING STAINLESS STEEL SCREWS, OR CONTACT TYPE PERMANENT ADHESIVE WHERE SCREWS CAN NOT OR SHOULD NOT PENETRATE SUBSTRATE. G. SUBMIT MANUFACTURER'S DATA ON PANELBOARDS AND ENCLOSURES. SHOP DRAWINGS SHALL INDICATE ARRANGEMENT OF BUSSES, BRANCH CIRCUITS, ENCLOSURES, DIMENSIONS, ETC. (MINIMUM 5 COPIES) ACCEPTABLE MANUFACTURER'S: GE, SQUARE—D. SIEMENS AND CUTLER —HAMMER. (MATCH BUILDING STANDARD HERE APPLICABLE. N N D W ) H. INSTALL PANELBOARDS AND ENCLOSURES AS INDICATED, IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE REQUIREMENTS OF NEC STANDARDS AND NECA'S "STANDARDS OF INSTALLATION", AND IN COMPLIANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS FULFILL REQUIREMENTS. RECEPTACLES A. ALL RECEPTACLES SHALL BE THE GROUNDING TYPE WITH GROUND CONNECTION MADE THROUGH AN EXTRA POLE WHICH SHALL BE PERMANENTLY CONNECTED TO GROUND CONDUCTOR.. B. RECEPTACLES FOR 20 AMPERE, 120V SERVICE SHALL BE THREE —WIRE, TWO POLE RECEPTACLES RATED 20 AMPERES AT 120 VOLTS. ALL NEW RECEPTACLES SHALL BE THAT OF HUBBELL OR PRE —APPROVED EQUAL. C. WHERE EXISTING RECEPTACLES ARE SHOWN TO BE REMOVED FROM PARTITIONS BEING REMOVED, CONTRACTOR SHALL MAINTAIN SERVICE TO REMAINING OUTLETS. D. WALLPLATES: PROVIDE WALLPLATES FOR SINGLE AND COMBINATION WIRING DEVICES, OF TYPES, SIZES, AND WITH GANGING AND CUTOUTS AS INDICATED. SELECT PLATES WHICH MATE AND MATCH WIRING DEVICES TO WHICH ATTACHED. CONSTRUCT WITH METAL SCREWS FOR SECURING PLATES TO DEVICES; SCREW HEADS COLORED TO MATCH FINISH OF PLATES, WALLPLATES COLORED TO MATCH WIRING DEVICES. E. ELECTRICAL CONTRACTOR SHALL CONFIRM RECEPTACLE CONFIGURATION, VOLTAGE, PHASE AND AMPERAGE FOR ALL EQUIPMENT FURNISHED AND INSTALLED FOR THIS WORK. ADVISE ENGINEER IF REQUIRED. LIGHTING FIXTURES: A. THE CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE IN ALL RESPECTS ALL NEW AND RELOCATED LIGHTING FIXTURES SHOWN ON THE PLANS. B. LIGHT FIXTURES SHALL BE SELECTED BY THE OWNER C. BALLASTS FOR FLUORESCENT LAMPS SHALL BE HIGH FREQUENCY ELECTRONIC FOR USE WITH OTIC TYPE (265MA) LAMPS. THE TOTAL HARMONIC DISTORTION ( 7THD) SHALL BE LESS THAN 207.1. THE POWER FACTOR SHALL BE .95 OR HIGHER. ELECTRONIC BALLASTS FOR FLUORESCENT LAMPS SHALL BE OSRAM SYLVANIA, QUICKTRONIC. ALL BALLASTS SHALL BE INDIVIDUALLY FUSED ON THE LINE SIDE OF THE BALLAST. ALL BALLASTS SHALL BE ENERGY SAVING, HIGH POWER FACTOR TYPE AND SHALL BEAR ETL/CBM AND UL LABELS. D. T-8 AND T-5 FLUORESCENT LAMPS SHALL BE 3500K RAPID START. COMPACT FLUORESCENT LAMPS SHALL BE 3500K.INCANDESCENT LAMPS SHALL BE 120V. GENERAL PURPOSE TYPE. UNLESS OTHERWISE NOTED ALL LAMPS SHALL BE TCLP COMPLIANT AND MANUFACTURED BY OSRAM SYLVANIA. U—SHAPED LAMPS SHALL HAVE 6" SPACING BETWEEN ENDS, E. ALL FIXTURES SHALL BE PROPERLY AND CAREFULLY SUPPORTED AND ALIGNED, AND THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY STEEL SHAPES, ETC., FOR SUPPORT OF FIXTURES AS REQUIRED AND DETAILED ON THE DRAWINGS. LIGHTING FIXTURES SHALL BE CLEAN AND NON —OPERATING LAMPS REPLACED WITH NEW LAMPS AT THE TIME OF FINAL INSPECTION. F. CONTRACTOR SHALL WEAR PROTECTIVE COTTON GLOVES WHEN HANDLING FIXTURES WITH LOW IRIDESCENT PARABOLIC LOUVERS. DO NOT HANDLE FIXTURES IN ANY WAY THAT WILL PUT FINGER PRINTS ON LOUVERS. ELEG"I RICAL CIFICATIONS 101 SCALE: NOT TO SCALE LEGEND MOUNTING SYMBOL: DESCRIPTION: HEIGHT: LIGHTING 2' x 4' FLUORESCENT FIXTURE. UPPER CASE LETTER DENOTES FIXTURE CEILING TYPE, LOWER CASE LETTER INDICATES SWITCH CONTROL. REFER TO ' IGHTING FIXTURE SCHEDULE' FOR FIXTURE SPECIFICATIONS TYPICAL FOR ALL FIXTURES ON A CIRCUIT). C33M 1' x 4' FLUORESCENT FIXTURE. CEILING F- 0—I FLUORESCENT STRIP LIGHTING FIXTURE. AS SPECIFIED 0 CEILING EEC FICAGHTING FIXTURE, SEE LIGHTING FIXTURE SCHEDULE FOR CEILING Q WALL MOUNTED LIGHT FIXTURE. AS SPECIFIED EXIT LIGHT SINGLE FACE UNIVERSAL MOUNT AS SPECIFIED IN THE CEILING OR WALL FIXTURE SCHEDULE. LETTER INDICATES IXTURE TYPE. BLACK QUADRANT INDICATES DIRECTION OF FACE, ARROW(S� INDICATE DIRECTION OF TRAVEL. EXIT LIGHT DOUBLE FACE UNIVERSAL MOUNT AS SPECIFIED IN THE CEILING OR WALL N FIXTURE SCHEDULE. LETTER INDICATES FIXTURE TYPE. BLACK QUADRANT INDICATES DIRECTION OF FACE, ARROW(S) INDICATE DIRECTION OF TRAVEL. BATTERY OPERATED EMERGENCY LIGHT FIXTURE. 8'-0" AFF COMBINATION EXIT SIGN AND BATTERY OPERATED EMERGENCY LIGHT 8'-0" AFF u FIXTURE. DW BATTERY OPERATED EMERGENCY LIGHT FIXTURE, CEILING MOUNTED. CEILING SINGLE POLE SWITCH. 48" AFF SM b E CTRONIC TIME CLACK MASTER 0 ER —RIDE SWITCH CONSULT MFR SMALL LETTER DESIGNATION INDICATES LIGHTING ZODE 48" AFF LC LIGHTING CONTACTOR. AS NOTED POWER & DUPLEX RECEPTACLE. 18" AFF @ =IG DUPLEX RECEPTACLE. IG=ISOLATED GROUND. 18" AFF DUPLEX RECEPTACLE, MTD 48" AFF OR 6" ABOVE COUNTER BACKSPLASH. DUPLEX RECEPTACLE, MOUNTED IN CEILING. CEILING QUADRAPLEX RECEPTACLE (DOUBLE DUPLEX), MOUNTED IN CEILING.. CEILING QUADRAPLEX (DOUBLE DUPLEX) RECEPTACLE. 18" AFF QUADRAPLEX (DOUBLE DUPLEX) RECEPTACLE, MTD. 48" AFF OR 6" ABOVE COUNTER. DUPLEX GROUND FAULT CIRCUIT INTERRUPTED RECEPTACLE. 18" AFF CF1 GF1 48eLAFFGORu6 ABOVE COUNTERNBACKSPLASRECEPTACLE—MOUNTED ® SPECIAL PURPOSE OUTLET, NEMA CONFIGURATION AS SHOWN. 18" AFF PANELBOARD. 6"-6" TO TOP IOW RECESSED FLUSH—MOUNTEQ PANELBOARD. FRONT OF PANEL INDICATED 6"-6" TO TOP BY LONGER EDGES OF SYMBOL. DISTRIBUTION PANELBOARD. 6"-6" TO TOP, M® METER SOCKET, PROVIDE PER UTILITY COMPANY REQUIREMENTS. 4'-0" MIN. TO 5'-0" MAX. TC TIME CLOCK 54" AFF 0 SHUNT TRIP PUSH BUTTON. 54" AFF EQUIPMENT SYMBOLS I� CONNECTION SCHED.ECOORDINATEYWITH MOTOR INSTALLED EQUIPMENT. =111 SAFETY DISCONNECT SWITCH-30A, 3 , 250V, NF, HD, NEMA 1, U.N.O. CEP MOTOR CONTROLLER XH COMBINATION MOTOR STARTER & FUSED DISCONNECT SWITCH, U.N.O. SPECIAL CABINET OR EQUIPMENT AS NOTED, RECESED MOUNTED. $M MANUAL MOTOR gTARTER WITH OVERLOAD HEATERS FOR 120V, 1 FRACTIONAL HP. MOTORS. Ep ENCLOSED CIRCUIT BREAKER IN NEMA 1 ENCLOSURE, U.N.O. T•E DRY TYPE TRANSFORMER (NUMBER INDICATES KVA RATING). CONDUIT, RACEWAY AND WIRING CAru rlDrl IIT ZWAl I r(1KIQIQT Or7 DUAQc kill ITDAI Akin r'_P01 Kin ('0KIN 1r TnDC HOME UN TO SHALL BE B 0 AWG, ASH M3/4 ARMINIMU 1CATES NUMBER OF CIRCUITS. ---�IU GROUNDING CONDUCTOR. T—T WALL MOUNTED GROUND BAR. (24"W X 3"H X 1/4"T U.N.O.). CONDUIT IN/UNDER SLAB. CONDUIT CAP. ----o DN CONDUIT STUB —DOWN. -0 UP CONDUIT STUB —UP. A DETAIL NUMBER. E-1 ELECTRICAL SHEET NUMBER. GENERAL NOTES APPLIES TO ALL DIVISION 16000 DRAWINGS) WHERE THE REQUIREM NTS OF ANOTHER DIVISION SECTION, OR PART OF THE SPECIFICATIONS EXCEED THE REQUIREMENTS OF THIS DIVISION T OSE REQUIREMENTS SHALL GOVERN. ENGINEER SHALL HAVE FINAL DECISION OF WHICH REWIRE ENT SHALL GOVERIy. 2. ALL FLOOR, WALL AND ROOF PENETRATIONS SHALL MAINTAIN THE ENVIRONMENTAL AND FIRE RATING OF THE STRUCTURE. ROOF PENETRATIONS SHALL BE COORDINATED WITH THE ROOFING CONTRACTOR TO MAINTAIN THE ROOFING WARRANTY. PITCH POCKET ROOF PNETRATIONS ARE NOT PER ITTED. 3. ALL MOU TING HEIGHTS SHOWN SHALL BE TO CENTER LINE OF DEVICE BACKBOX, 4. ALL COM UNICATION CONDUIT SHALL HAVE y IDE SyyEEPING BENDS. AND AT 5. ALL COM UNICATION CONDUIT SHALL BE IDENTIFIED BY A DISTINCTIVE NUMBER LABELED 6. ALL CO DUIT IN SLAB/BEL( SLAB SHALL BE 3/4" MINIMUM. 7. ALL SYMBOLS PRESENTED M Y NOT NECESSARILY BE USED ON THESE DRAWINGS. ABBREVIATIONS A AMPS/AMPERAGE MMS MANUAL MOTOR STARTER AFF ABOVE FINISHED FLOOR NEC NATIONAL ELECTRICAL CODE AHJ AUTHORITY HAVING JURISDICTION NF NON —FUSED AHU AIR HANDL C. CDT. CONDUIT C.B. CIRCUIT BREAKER CU CON ENSING UNIT AFLACONTRACTOR IT WATER EATER CONTRACTOR FAULT INTERRUPTER E SODIUM VgTED S,&CH METAL CONDUIT S WATER HEATER SyTyU ROOF—TOP TTRIP UNIT TTBTWI ELEPHONE TER TVSS TRANSIENT VOL' LIGHTNING ARRE U�TNOTEDWWTS VPyLERPROOF VOLTS PHASE O1 DRAWING NOTE BACKBOARD SURGE SUPPRESSOR/ (NEMA 3R) REVISIONS BY Q0 8 a� ro ti °v N E cxy U erg_ U N Q b ti d rn o 00 3 ti 3 � 3 . 0 rCn ti N Ch I 1 w a j 3 rq� 3 Z Z � fl Q0 5 U �N� J W I Z� _ W a J H- WUWa° JU :v C Q (f) O a U W .�.. LL. w O O < v o �0 �s O O N CL � W 00 C� PO Q 0� JD m L.L_ Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY Drawn: WR Job: 10-61 Sheet E6 VfL (DIMECHANICAL RENOVATION PLAN N GENERA. MECHANICAL NOTES 1. ROUTE ALL EXHAUST DUCTWORK ABOVE ALL OTHER DUCTWORK UNLESS OTHERWISE INDICATED ON THE PLANS. 2. CONTRACTOR TO ENSURE THAT ALL CLEARANCES ARE PROVIDED FOR VOLUME DAMPERS, ACCESS PANELS, ECT. ors' . 2 0 pCA V3 s�•- gg E-S sue' Ci,•`tiC� N Sfi«'•. y {t • No 51 871 ( « r • Aug �o t. ios ''�••�`.�sf10 6N ALE REVISIONS BY QI 06.11.13 SPL "' Y � N N ro ti �1 = CQ U E cxV CN U y C t` > Q o O x� 0 a ti0. N �,�Af3.a04 oho f� mw o< o d d Jo o U U) 0 � n O m LL m Zn C c C o cU m �2U �o �d W co E E a U � _ U) Y V' m n U Z U ma C 3 N _0 c Q c m — cc) C m°O� W C6 mo � N > CWL E NU � U 0 —� .= Z LLJ v J H- °- (� Z a� L w W o� J U � Q V) aUw�LJ- 0 0 ai cWc V i O ~ N �- N OWo 000N M p)� Qm D m Li Date: 06. 12. 12 Scale: AS NOTED Project Mgr: AAY -Drawn: Job: 10-61 Sheet M2 PLUM51NIG KEYED NOTES OIDOMESTIC WATER MAIN SHUT-OFF VALVE 116 I I G. O 71E IN_ Q XI _ g R . TOTAL G.P.M. IS 58. E Im - " SEE CSERVICEIVIL PLAN FOR CONTINUATION. 1 (OILUM15ING RENOVATION FLOOR PLAN. WATER: S= V-011 I REVISIONS BY QI 06. fl. 13 VK 00 Q0 Zo O E 5 UD LC El 0-0 C\1 Eon W AaE V, W D, R, owl 12 AF A -1-01 0' O'� 0 Mw C) -j NO 0 L Q) & O (3 z 0) Cu 0 00 - w U) E C9 E L) U) R 5 Z .6 L) C > '0 < 00 0- Lu - . . LO A) 2 0 z LL- CL Z x ui Ld 0 C-) -ji < V) 0 < d Lu -..- LL. C (D 00 �WU�E 0 JZ- C14 QZ o LLJ OC) DOM 7-- :3 -J D m LA - Date: 06. 12. 12 c( e Scale: AS NOTED ro' e c t M Project Mgr: AAY Drawn: Job: 10-61 Sheet P4