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HomeMy WebLinkAbout6830 Gall Blvd (2)IN I ERIOR BUELDOUT FOR, RE-VIC-2W oA-r-L: JUN 0 5 014 CITY OF ,-'r:PHYRHIL S - - PLANS EXA to C GENERAL NOTES CONSTRUCTION NOTES SYMBOL LEGEND BUILDING CODE INFORMATION 13UILOM CODE INFORMATION CONT. INDEX OF DRAWINGS AMICABLE CODES:�� rimI. OF FrAl"�: ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE 1. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE TI TITLE SHEET CODE "FLORIDA BUILDING CODE," "FLORIDA PLUMBING CODE," 'FLORIDA MECHANICAL WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLASS "B" INTERIOR FINISH RATING X THE FLORIDA BUILDING CODE, 2010 EDITION FBC - BUILDING, CHAPTER 10 CODE," "NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND IN EXIT AND EXIT ACCESS AREA. CLASS "C" ELSEWHERE. '"� • BUILDING • EXISTING: BUILDING MAXIMUM FLOOR AREA PER OCCUPANT AA61 A WWrl'ECiTURAL EXISTING: BITE PLAN FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION. PLUMBING • ELECTRICAL TABLE 1004.1.1: 100 SF 2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR G SECTION • MECHANICAL 859 5,SF 59 PERSONS OI EXISTING / DEMOLITION FLOOR PLAN CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" SURFACE BOLTS SHALL NOT BE USED. SYMIBO SYMBOL • 2012 FLORIDA ACCESSIBILITY CODE FOR AIA DOCUMENT A201. BUILDING CONSTRUCTION EGRESS WIDTH PER OCCUPANT - TABLE 1005.1 Ala FLOOR PL,4N 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR AND GLASS BELOW 18" A.F.F. AND ALL GLAZING IN DOORS X FLORIDA FIRE PREVENTION CODE 2010 EDITION 9 X 02 ■ 11 g't Ab DWIMICNED FLOOR PLAN ANY MATERIALS, EQUIPMENT, OR DESIGN MATURES WHICH HE BELIEVES TO BE SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER xx NFPA 101 LIFE SAFETY CODE FLORIDA EDITION ALLOW, PROVIDED 234" AIC TOILET PLANE INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND FBC-2406.1 NATIONAL ELECTRICAL CODE 2008 EDITION MIN. CLEAR DOOR OPENING - 1000.1.1 100S-1 32" 2 AfA PREREC► I CEILING PLAN AND DETAILS REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY WALL SECTION 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN MIN. CLEAR STAIR WIDTH - COMMON PATH OF TRAVEL - 10143 4411 48" 15 FT <15 FT A3 EXTERIOR ELEYATIOAIB NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS. 4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND 80" SYMBOL EXIT ACCESS TRAVEL D IST. - TABLE 1016.1 200 FT < 200 FT Ma NTMOR ELEVATIONS 4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4„ INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE �)CCL"ANCY CLAW FICATIM MIN. CORRIDOR WIDTH - 10182 END CORRIDOR IOISA 4411 Z 4411 20 FT A b WrMOR ELEYATIOAIS WORK OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING OBJECTS MOUNTED X DEAD - MIN. NUMBER OF EXITS - 102IJ / 10212 <20 FT 2 4 AM CADW DETAILS TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE XX FBC - BUILDING, CHAPTER 3 Mo CADWT DETAILS COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE It, AND CHARGE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING FACE. DETAIL SECTION 304: BUSINESS OCCUPANCY - GROUP B UNSPRINKLERED NUMBER AND SIZE OF EXITS PROVIDED A6 DOOR AAA WINDOW THE COST TO THE SUBCONTRACTOR 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT SYMBOL DOUBLE ENTRANCE DOORS 12 X I ■ -12" 5, IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, GRAB BARS, WALL STOPS, ETC- 18GA. GALV. FLAT METAL MAY BUSED IN IE E04 AND BUILDING: AREAS (EXISTING: BUILDING) SINGLE ENTRANCE/EXIT DOOR 36 X 3 ■ 108" �I FINISH FLOOR PLAN AND SCHEDULE PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING LOCATIONS APPROVED 13Y ARCHITECT. X AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED XX FBC - BUILDING, CHAPTER 5: TYPE V-B, UNSPRINKLERED INTERIOR FINISHES: NI AIQCWI IECWRAL SPECIFICATIONS TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE 6. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS �► DETAIL AREA MODIFICATION FOR FRONTAGE INCREASE - 5062 000X NZ ARCHITECTURAL SPECIFICATIONS NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. SYMBOL AREA MODIFICATION FOR AUTOMATIC SPRINKLER SYSTEM - 5063 0.00% FBC - BUILDING, CHAPTER 8 BUSINESS - GROUP B (UNSPRINKLERED) 1. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE 2012 FLORIDA �"' ALLOWED PROVIDED INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 803.9 im PLIMM PAN 6. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND SHALL COMPLY WITH CHAPTER 1 TABLE 503: HEIGHT AND BUILDING AREA VERTICAL EXITS AND EXIT PASSAGEWAYS: CLASS A PZ ft"WA RISER DIAGRAM AND DETAILS DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS SECTION 103 SIGNS, EXIT ACCESS CORRIDORS / EXITWAYS: CLASSIS SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL 0 -0 ELEVATION MARK MAXIMUM BUILDING HEIGHT 100, 16' ROOMS AND ENCLOSED SPACES: CLASS G I"CAiANICAI- �-� M NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER TOP OF SLAB MAXIMUM STORIES 2 1 AREA PER FLOOR 9,000 SF 5059 SF INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE m MOC 4MICAL $ E AND DETAILS WITH ASTM E 84. 1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. EI ELECTRICAL LEGEND ARID SPEOPICATIDI�IS S. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. 1.006.1 X/A INTERIOR ELEVATION CONSTRUCTION TYi°Es (EXISTING BUILDING) SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636. EZ ELECTRICAL LICsHNG PLAN TIAND PDCftlE COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH SC 4MA E ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK FBC - BUILDING, CHAPTER 6 MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM SHALL HAVE A ELECTRICAL POWR PLAN AND ELECTRICAL TO BE PERFORMED. KEYED DRAWING NOTES TABLE 601 - FIRE RESISTANCE RATING FOR BUILDING ELEMENTS MINIMUM CLASS C FLAME SPREAD AND SMOKE -DEVELOPED INDEX WHEN RISER PIACARAM REQ'D PROVIDED TESTED IN ACCORDANCE WITH ASTM E 84. 9. IT SHALL B£ THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD STRUCTURAL FRAME INCLUDING INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. DOOR NUMBER BEAMS, COLUMNS, GIRDERS, TRUSSES 0 HR 0 HR INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND WATER CLOSETS THIS INSPECTION IS REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR ® SYMBOL BEARING WALLS, EXTERIOR 0 HR 0 HR SHALL HAVE A SMOOTH, HARD, N T SURFACE TO A HEIGHT OF (4) WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS BEARING WALLS, INTERIOR 0 HR 0 HR FOUR FEET ABOVE THE FINISHED FLOOR MINIMUM. THE MATERIALS USED IN SUCH DEFINED IN THESE CONSTRUCTION DOCUMENTS. NONBEARING WALLS, INTERIOR 0 HR 0 WR WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. FLOOR CONSTRUCTION INCLUDING 10. UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL 000 ROOM NUMBER SYMBOL SUPPORTING BEAMS 4 JOISTS 0 HR 0 HR WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A ROOF CONSTRUCTION INCLUDING PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL SUPPORTING BEAMS 4 JOISTS 0 HR 0 HR �' 1 GTE 510 ALLOWANCES APPROPRIATE REPAIRS OR REPLACEMENTS At NO ADDITIONAL COST TO THE OWNER X WINDOW SYMBOL TABLE 602 - FIRE RESISTANCE RATING FOR EXTERIOR WALLS BEARING AND NON BEARING BASED ON FIRE SEPARATION DISTANCE 11. IT SHALL BE THE RESPONSIBILITY OF THE G.C. AND/OR CONTRACTORS TO COMPLY WITH ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY LESS THAN 5' 1 HR N/A PROJECT SCOPE THE U.S. DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND 5' TO 10' 1 HR N/A EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS. X 10 TO 20 0 HR N/A 1. INCLUDE IN THE 5A5E BID s1,000 FOR LANDSCAPE IMPROVEMENTS. 20' TO 30' 0 HR N/A 0 HR INTERIOR BUILD OUT WITHIN AN EXISTING SINGLE STORY FREE 12. .THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. ABSOLUTE ACCURACY IS NOT GUARANTEED, AND THE G.C. SHALL OBTAN EXACT 2. INCLUDE IN THE BASE BID $3000 FOR WINDOW TREATMENTS. REVISION 30' AND OVER 0 HR STANDING MASONRY OFFICE BUILDING. LOCr4TION MAP LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS. 3. INCLUDE IN THE BASE BID �400 FOR WALL AND FLOOR TILE AT SHOWER IN TOILET, tirceeAd.sene a x tee iephyrMlla VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK. RM, NO. 13& FIRE RESISTANCE s (EXISTING BUILDING) Gaodrem De•kr v .en as m:e e w ti 13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREN SHALL NOT BE ALTERED IN FBC - BUILDING, CHAPTER l REQ'D OPENLa t�h e; Rd ANYWAY BY THE CONTRACTOR OR THE OWNER ALTERATIONS SHALL BE MADE ONLY BY FIRE BARRIER ag°Mg� �' PROTECTION a'�'- THE ARCHITECT OF RECORD. _ _ -- (TABLE 115.4J .r', Inatitme � wrM.wegtt lose 6 Ntntsa C3 FIRE WALL - 106.1 AND CABLE 106.4 N/A - SHAFT / EXIT ENCLOSURES 108.4 / 1018.1 1 TEAMXu•Oiccount J�T �liC,i aup• 1 teoh«5 WALL TYPES - �' va , LESS THAN 4 STORIES N/A - OCCUPANCY SEPARATION-10138 / 508 N/A - . ZeFAymfMe ,, 2ephp NiAs.�: k F■= Fye t"Yhhdd 2 TENANT SEPARATION - 109.1 N/A - EXIT PASSAGEWAY - 10133 / 1022.1 N/A HORIZONTAL EXIT - 1013.4 / 1023.1 N/A - dJQ`y1T�CT OLIVERI ARCHITECTS MI��'11at►11�`�I ..__. _ _ _. MOCI FLORIDA INC. � ` �; Gnen s o J cwid p kn o y: 5088AGGETT • s�� �� SINGLE OCCUPANCY FIRE AREA - 1013.9 N/A - - W-AM KEY PLAN CORRIDORS (OCCUPANT LOAD > 30) - 1018.1 (UNSPRINKLERED) N/A - 32101 U S. HWY.19 PALM HARBOR, FLORIDA 34684 405 2ND STREET SOUTH SUITE B SAFETY HARBOR 34695 FLORIDAFLORI SECTION SYMBOL 121-181-1525 1RBOR, a � <' t j A St1 ,,yy FqJJWsIl�i{/ MOCI FLORIDA INC. ELECTRICAL CONSULTING AND ' 405 2ND STREET SOUTH, SUITE B DESIGN, INC. SAFETY HARBOR, FLORIDA 34695 9225 ULMERTON ROAD - SUITE G d i 121-COW-03W LARGO, FLORIDA 33111 F1d1d"""• '` H Crmk •. rrte ,,; 121-581-4318 ... WMbeK6 Neeleh .0 '.♦ Fluida.N REVISIONS 9Y ♦ 00 Y (1� CD i 5 1: Y O O <`'�> U C I ¢ F - Qo - 0 3 3 o N t` � c CD c N 0. m i 0,1 Q 000 N > 0 0 U) a U ZWro J Z a 0 LO c cLO _U M mLLJ 002m°-1 - m mW J41) Vet O f`OW >,�N �Z m Q�N Date: 05. 12. 14 Scale: AS NOTED Project Mgr. MY Drawn: JDS Job: 14-20 Sheet T1 H:\Prajects\Prgjects 20l4\14020 - FMC Crdll Blvd. Int. Medicine\U4CD\O1-CD.A\64-Architectural\ -T1 - TITLE.dwg, 5/12/2014 2:55:29 PM,JSimon, Xerox 6604 PS.pc3 PROVIDE 3'-0" DEEP DETECTABLE WARNING SUR'--ACE AS SHOWN ON PLANS EXISTING PAVEMENT / 3.. / m "4 - REBAR CONT. 4" THICK CONCRETE RAMP SIDEWALK WITH 6x6 WI.4xW1.4 W.W.F. 1:12 MAX. v ;b EXISTING CONCRETE SIDEWALK NEW CONCRETE RAMP NEW CONCRETE RAMP EXISTING CONCRETE SIDEWALK NEW CONCRETE LANDING / OUTSIDE OF EXISTING BUILDING PROVIDE NEW LANDSCAPING TO MATCH ADJACENT EXISTING LANDSCAPING S I INTEGRAL CURIB 4 SIDEWALK DETAIL 101 TYP I C4L „ W.C. / STANDARD PARKING DETAIL n - - - I EXISTING RETENTION POND I I II 7 SITE LEGEND BUILDING ENTRANCE/ EXIT. GENERAL NOTES 1. GENERAL CONTRACTOR TO INSPECT SITE AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY PRIOR TO COMMENCEMENT OF WORK 2. ALL NEW CONCRETE WALKS SHALL BE MINIMUM 4" CONCRETE WITH Co x 6, 4 W1.4 x W1.4 W.W.F. UNLESS OTHERWISE NOTED. GENERAL NOTES 0 EXISTING CONCRETE SIDEWALK / PAD. OEXISTING CONCRETE CURS. OEXISTING LANDSCAPE AREA. O4 EXISTING CONCRETE RAMP TO 5E REMOVED - SEE DETAIL A/ASI. OEXISTING STANDARD PARKING SPACE. OEXISTING HANDICAP PARKING SPACE. OEXISTING HANDICAP PARKING LOADING ZONE. OEXISTING CONCRETE WHEEL STOP. OEXISTING ASPHALT DRIVE. 10 REMOVE PORTION OF EXISTING CONCRETE SIDEWALK. REPLACE WITH LANDSCAPING AND ALIGN WITH ADJACENT EXISTING LANDSCAPING. II PROPERTY LINE. 12 EXISTING DUMPSTER ENCLOSURE. 13 EXISTING ELECTRICAL SERVICE / METER - SEE ELECTRICAL DRAWINGS. 14 SCOPE OF WORK AREA WITHIN EXISTING BUILDING. 15 EXISTING HANDICAP PARKING SIGN. I I 12 3 2 3 3 3 5 10 5 9 5 5 IS J ,4 I Q 10 ���� � EXISTINCz 0 0 0 0 0, , o o BUILDING B 3 15 I 3 3 / v 10 — r- 9 5 I s 5 2 , 0 0 0 0 0 0 0 0 0 0 o I 3 n OIARCHITECTURAL EXISTING SITE PLAN SCALE: 1" = 20' REVISIONS 6Y 4 00 65 �t- o t-c z _Eti� / N Q U Lq, N tl ¢ E O� C 00 o •/ F p C 0. N Cn U U Ch �oa t o0 o�� Q . N � s a� n U Z W co -� Z U _ N U_ c v 't 0 J ° >> M � U 0D O� Im m W J = N L- L 0 0 t 0 0 v L. Z ,. �Mt M W cW OL.,00m W Z m Q—N J LL- Date: 05. 12. 14 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 14-20 Sheet AS 1 H:\Projects\Projects2014\14020-FMCCrallBlvd. tnt.Medicine\04•CD\01.CD.A\04-Architectural\ AS I.dwg, 5/12/20142.41:07PM,JSimon,Xerox6604PS.pc3 WALL LEGEND EXISTING TIE BEAM KNOCK OUT HOLE TO POUR ' •' ' � � / i ' i '- ! i � ' ' DRILL AND EPDXY ONE (1) SOLID WITH CONCRETE. ;/ .: / ;" . i i / '�� i 24" LONG 5 BAR 8" INTO EXISTWx rtE EXISTING TIE BEAM. EXISTING PRECAST LINTEL CUT EXISTING C.M.U. AS REQUIRED J EXISTING DOOR SYSTEM ExisrinlG XISTNma"Oof FOR INSTALL OF ONE (1) 5 BAR ,.••.. ,... , ® EXISTING WINDOW SYSTEM TM BEAM EXISTING FILLED CELL VERTICAL REINFORCING. l'_4a+/- TOP OF OPENING MATCH EXISTING CONTINUOUS FROM SLAB TO THE BEAM• LAP AND AI IACH TO NEW - DOWELS AS REQUIRED POUR — NEW 8" PRECAST CONCRETE LINTEL WITH (1) 5 BAR 8" EXISTING MASONRY WALL SYSTEM " EEXITWx rE a MNOXY O n° .y FIELD VERIFY OR PROVIDE NEW PER DETAIL C/D1 DRILL AND EPDXY 6" INTO SOLID WITH CONCRETE. T � 7 I I L I � — — T- I BEARING EACH SIDE FOUR SOLID WITH CONCRETE 1 N I 1 ealz �• L� '• EXISTING LINTEL OR TIE BEAM ONE Cl) 5 BAR 18" LONG z _ _l. — L -T L_= EXISTING DOOR SYSTEM TO BE REMOVED NEW tv a DAR CCNT �iJOUS N EXISTING MASONRY WALL NEW CI) 5 BAR CONTINUOUS fN d9i 0 X �XI�3TITKs CT�M.LJ TO CUT EXISTING C.M.U. AS REQUIRED FOR INSTALL OF ONE (1) 5 BAR �� EXISTING WINDOW SYSTEM TO BE REMOVED exieTlrl� ceLL. �riove G POWla,* OF CM ASFILLED TO ro Irlsra�. au A".UTH CELL. ' w 0 I I I —�F 19Y1rlZ — I I I I CONTINUOUS FROM SLAB TO THE BEAM. LAP AND ATTACH TO NEW I — _ —__________ EXISTING MASONRY WALL SYSTEM TO BE REMOVED rlAsorllar WALL reaulre=e MASOr f CELL MOW HORIZONTAL JOINT REINFORCEMENT I I —�— I I 7 DOWELS AS REQUIRED POUR SOLID WITH CONCRETE. DRILL AND EPDXY fo" INTO AT 16" O.G. —I— EXISTING CMU WALL ONE (1) °3 BAR 18" LONG NEW MASONRY fNFILL III I I DRILL AND EPDXY ONE (I) PMLL A4 V EPOW Inlro EXISTIWx eLA15 ONE (D'S DRILL AND EPDXY INTO EXISTING SLAB ONE C1) 5 BAR 18" LONG I ( I — — L 24" LONG "5 BAR 8" INTO EXISTING CONCRETE SLAB. Bae le" LONG d>' pt9STM SLAa ®,.m. FMISFI FLCOR EXISTING SLAB 0'-0" FINISH FLOOR % R �Ylb✓ � / � � TOP OF SLAB , !/i/! ,• •, �i EXISTING MASONRY NEW MASONRY IN -FILL CONSTRUCTION OFILLED CELL DETAIL O 1" ASONARY INFILL DETAIL SCALE: 3/9" 1'-0" O MASONRY OPENIWs DETAIL SCALE.- 3/8" = 1'-0" KEYED NOTES SCALE: 3/8" = 1'-0" = OI EXISTING STOREFRONT DOOR SYSTEM. 0 EXISTING STOREFRONT WINDOW SYSTEM. O3 EXISTING MASONRY WALL SYSTEM. OEXISTING CONCRETE SIDEWALK 12 12 12 OEXISTING HOLLOW METAL DOOR AND FRAME. O EXISTING CONCRETE PAD. OEXISTING HANDICAP RAMP TO BE REMOVED - SEE ARCHITECTU 6 6 6 6 6 EXISTING SITE PLAN. 113 14 14 14 'i OS EXISTING HANDICAP LOADING ZONE. OEXISTING HANDICAP PARKING SPACE. d~ �� _. 10 EXISTING STANDARD PARKING SPACE. ` ` ` 7 V r EXISTING WHEEL STOP. i i 16 ll 16 16 I� I6 I� I6 1� -- - _ I I 12 EXISTING LANDSCAPE AREA. O I I 9 I 22 v 13 EXISTING ELECTRICAL SERVICE / METER - SEE ELECTRICAL DRAWINGS. REMOVE EXISTING HOLLOW METAL DOOR AND FRAME. 15 REMOVE EXISTING HOLLOW METAL DOOR AND FRAME 3 0 16 EXISTING ELECTRICAL PANEL TO BE REMOVED - SEE ELECTRICAL DRAWINGS. 1� EXISTING ELECTRICAL STUB -UP TO BE REMOVED - SEE ELECTRICAL DRAWINGS. v 18 EXISTING PLUMBING STUB -UP - SEE PLUMBING DRAWINGS. I I 22 0 v 19 REMOVE PORTION OF EXISTING CONCRETE SIDEWALK REPLACE WITH LANDSCAPING AND ALIGN WITH ADJACENT EXISTING I I LANDSCAPING. 20 REMOVE EXISTING STOREFRONT DOOR SYSTEM. 3 A 21 EXISTING CLEAN COMPACTED TERMITE TREATED FILL. FIELD VERIFY EXISTING CONDITION, CLEAN, COMPACT AND TREAT AS ;p REQUIRED. PREPARE TO RECEIVE NEW CONCRETE SLAB. 22 PORTION OF EXISTING EXTERIOR WALL SYSTEM TO BE REMOVED FOR NEW ALUMINUM STOREFRONT WINDOW SYSTEM - SEE I I _ MASONRY OPENNG DETAIL A/PI AND DEMOLITION EXTERIOR _ j t Z2 ELEVATION PLAN FOR EXTENTS OF REMOVAL. EXISTING HANDICAP PARKING SIGN. 3 21 21 I I _ 3 0 12 1,4 I I I I I 22 A I I � 1 I GENERAL NOTES 13 0 I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER THE 18 18 18 OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. I O 2. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY O O O ` i / ii O O { ��'� �g� O O �� ! �� a' O O \� �� O �+ �� ----- DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK 3 3 a f �� i s� �� �� 3 / % ,y�` �� i �� r'O'd 3 3. CONTRACTOR TO MAINTAIN THE INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS DURING CONSTRUCTION. 12 12 19 20 12 19 20 � i � 12 19 20 � 12 � 20 4. CONTRACTOR TO FIELD VERIFY EXISTING STRUCTURAL SYSTEM PRIOR TO I I I I I I DEMOLITION WORK AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK 23,oil 23 00 00 1 00.4 1 11 Il II II II It Il 11 it t0 O a O t0 OEXISTING / DEMOLITION FLOOR PLAN SCALE: 3/I6" ■ 1'-0" REVISIONS 8Y 00 U � � 0 . o ti E 5 N Fti K RS xcd O U CC 0, _5 tr. o t- m 1 1 Q tb CD Cl N > o 0 Q o E k J m 0 U JLd m Z `0 N U_ c o .J > ..- -C U m O LL ImW J —rn L 0 Z �. c � ED L,CODO N t Z Q N J L_ Date: 05. 12. 14 Scale: AS NOTED Project Mgr. AAY Drown: JDS Job: 14-20 Sheet D1 H:\Proj ects\Proj ects 2014\14020 . FMC Crell Blvd. Int. Medicine\04-CEWI-CD.A\04-Architectural\_DI -DEMO FLPL.dwg, 5/12/20142:58:35 PM, 3Simon, Xerox 6604 PS.pc3 20 GA. STEEL CHANNEL FASTEN TO STRUCTURE ABOVE 3 5/8" 25 GA. GALV. STEEL STUDS AT 6'-0" O.C. TO BE USED AT CONTRACTOR'S 1 1/2° OPTION AT ANY CONTROL JOINT LOCATION a a 4 FIRE BLOCKING AS PER FBC 'ill 1'-0" I'-0" LAY -IN ACOUSTICAL OR GYPSUM BOARD CEILING. . APPLIED 5/8" x 48" WIDE G.W.B.CALE: HORIZONTALLY OR VERTICALLY, CORNER JOINTS OVER STUDS, Is �S _ JOINT I-I/2„ 1 �_0�� TION STAGGER 16" O.C. OPPOSITE SIDES. ATTACH TO STUDS AND RUNNERS WITH I" LONG TYPE 'IS" SCREWS AT THE JOINTS 4 RUNNER CHANNELS 1/2" TO 3/4" FROM EDGES OF G.WB. SCREWS SHALL BE SPACED 8" O.C. ALONG EDGES OF BOARD AND 12" O.G. IN THE FIELD, COVER JOINTS WITH TAPE AND JOINT COMPOUND PER GA - UP - 1200. INCREASE METAL STUD THICKNESS AS REQUIRED FOR PLUMBING AND ELECTRICAL. FIRE BLOCKING AS PER FBC 111 3 5/8" OR 6" (SEE FLOOR PLAN) GALV. STEEL STUDS AT 16" O.C, 20 GA.STUDS AT WALL MOUNTED 3 EQUIPMENT R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS ONLY. C---------------- I 25 GA. GALV. STEEL CHANNEL 12 I li Ib FASTEN TO SLAB AT 24" O.C. I g/A4a I FLOOR SLAB 108 CLOW 10� 101 INTERIOR WALL PARTITION I CABINET IN NON RATED WALL MODEL NO. 102712 AS MANUFACTURED BY J L. INDUSTRIES. CABINET IN RATED WALL MODEL NO. 1021F12 FX AS MANUFACTURED BY J.L. INDUSTRIES AT 6" WALLS MODEL NO. 1022F12 FX AS MANUFACTURED BY J.L. INDUSTRIES At 4" WALLS L JL J 66 3i 3i li I6 /\ 9/A4a ii 3/A4a OE v 4 A4a v 1lECEf''fION , Q T o 104 _- r���I 29 1�. hl '/ i TOILET\\ J; 6/A4a 14 J O L------- — � I 24 I I° C_ --_3---- — — _—_— C-- --3 I/A4a GYPSUM WALLBOARD PER WALL TYPE FIRE EXTINGUISHER SEE SPECS. — 4" METAL STUDS AT 16" O.G. 22 I"ITWA � 101 D ® Q 2 11 `--( 3 3/16" SAW -CUT JOINT 1" CUT AS SOON FILL JOINT WITH AS POSSIBLE AFTER TROWELLING LIQUID SEALER WWF 13 d 13 � a d CUT EVERY OTHER WIRE AT JOINT NOTES: I: CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE WITHIN 12 HOURS OF CONCRETE PLACEMENT). 2: HAND TOOL JOINT TO FACE OF WALL WHERE SAW DOES NOT REACH. �I CONTROL JOINT SCALE: 1-1/2" = 1'-0" e e 16 ib I6 16 EXAM EXAM Owl EXAM � DC� 112 113 114 115 111110 10/A4b 10/A4b II/A4b r v v II I'll tl II It 11 FLOOR SLAB OSIRE EXTW-4JI3"L_IER (DI FLOOR PLAN SCALE: 1 1/2" ■ I'-0" SCALE: 3/11" ■ 1'-0" 8 0 41 125 EXAM 128 J �' 7 GE. , NOTES I. ALL INTERIOR WALLS ARE NOMINAL 4" METAL STUDS U.ON- 2. ALL NEW ".B. TO BE LEVEL FOUR (4) FINISH. 3. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION AND ASSIST EQUIPMENT VENDOR WITH ALL OFFICE EQUIP. "BY OWNER". 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS DONE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS S. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK 6. PROVIDE 5/8" G.W$. OVER Ix3 FURRING STRIPS OVER I" RIGID INSULATION ON INSIDE OF EXISTING CMU WALLS (TYPJ EXTEND INSULATION TO UNDERSIDE OF ROOF DECK. 1. GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING IN WALLS AS REQUIRED FOR NEW CABINETRY, ACCESSORIES, ETC. S. GENERAL CONTRACTOR TO MAINTAIN INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS. 9. PROVIDE 4" THICK 3000 PSI CONCRETE SLAB WITH b x 6 - WIA x WI.4 WWM PLACED AT I" MAX. FROM TOP OF SLAB AND SUPPORTED WITH CHAIRS AT SPACING NOT TO EXCEED V-0" ON 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED TERMITE TREATED FILL. CONTROL JOINT SPaACING NOT TO EXCEED 10'-0" CENTER ON SEE DETAILS "A" AND "V", THIS SHEET, 10, SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION- 11. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. 12. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. 13 SEE TYPICAL MANEUVERING CLEARANCES AT DOORWAYS WALL LEGEND J EXISTING DOOR SYSTEM ® EXISTING WINDOW SYSTEM EXISTING MASONRY WALL SYSTEM WITH NEW WALL FINISH - SEE GENERAL NOTE 4" C DOOR SYSTEM - REFER TO DOOR SCHEDULE O ® WINDOW SYSTEM -REFER TO WINDOW SCHEDULE METAL STUD PARTITION - REFER TO TYPICAL NON -RATE WALL PARTITION DETAIL "C", THIS SHEET. METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL "C", THIS SHEET. ■ ■ NEW CMU WALL INFILL - SEE DETAIL 5/01. DETAIL 2/Alb. KEYED NOTES I I I I I6 66 Il 12/A4a III 16 I I 2/A4b 11 I I I --J I ni I II I I III I II I --------- — L---JU 11 it 11 10 4/A4b 118 o I I I I 01 =u 12 9 • 0 EXISTING STOREFRONT DOOR SYSTEM. 0 EXISTING STOREFRONT WINDOW SYSTEM. O3 EXISTING MASONRY WALL SYSTEM. O4 EXISTING CONCRETE SIDEWALK OEXISTING CONCRETE CURB. O EXISTING CONCRETE PAD. ONEW CONCRETE HANDICAP RAMP - SEE ARCHITECTURAL EXISTING SITE PLAN. 08 EXISTING HANDICAP LOADING ZONE. �9EXISTING HANDICAP PARKING SPACE. 10 EXISTING STANDARD PARKING SPACE. 3 11 EXISTING WHEEL STOP. 42 12 EXISTING LANDSCAPE AREA. O 13 EXISTING ELECTRICAL SERVICE / METER - SEE ELECTRICAL DRAWINGS. 14 42" HIGH COUNTER - SEE INTERIOR ELEVATIONS. 42 15 36" HIGH WRITING COUNTER - SEE INTERIOR ELEVATIONS. 3 16 BASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS. GWALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS. 42 18 STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS. 19 PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS. O 20 SCALE - BY OWNER G21 HI-LO DRINKING FOUNTAINS - SEE PLUMBING DRAWINGS. WI-L0 DRINKING 42 22 WALL MOUNTED T.V. BY TENANT PROVIDE WALL BLOCKING AS REQUIRED - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 3 VERIFY FINAL LOCATION AND SIZE WITH OWNER 23 REFRIGERATOR - BY OWNER 42 24 6" WALL SYSTEM 25 SPECIMEN PASS-THRU CABNET - SEE DETAIL A/AIC. O26 LIGHTING CONTROL PANEL - SEE ELECTRICAL DRAWINGS. 1i FIRE EXTINGUISHER CABINET - SEE DETAIL "D", THIS SHEET. 28 WOOD VENEER PANELS - SEE INTERIOR ELEVATIONS. 42 29 COPIER BY OWNER 3 ® 5'-0" HIGH LOW WALL - SEE INTERIOR ELEVATIONS. 42 31 CUBICLE CURTAIN AND TRACK - SEE FINISH SCHEDULE. 32 UNDER COUNTER REFRIGERATOR - BY OWNER O33 A ALUMINUM SLIDING WINDOW SYSTEM - SEE INTERIOR ELEVATIONS. 34 G ELECTRICAL PANEL - SEE ELECTRICAL DRAWINGS. 35 FLOOR SINK - SEE PLUMBING DRAWINGS. 42 36 WATER HEATER ON SHELF - SEE PLUMBING DRAWINGS. MOUNT AT I'-0" A.F.F. 3i OFFICE EQUIPMENT BY OWNER OFIXED SHELVING - SEE CABINET DETAIL 6/Abb. 39 8" CMU INFILL TO MATCH EXISTWs WALL CONSTRUCTION. FINISH 3 EXTERIOR TO MATCH AND ALIGN WITH EXISTING ADJACENT FNISI$S. SEE DETAILS ON SHEET DL ® 1-1/2" DIAMETER GRAB BAR VERIFY LOCATION WITH OWNER 41 EXISTING STOREFRONT WINDOW SYSTEM. PROVIDE BLACKENING FILM ON INSIDE OF EXISTING WINDOW. 42 PROVIDE NEW CONCRETE FILLED CELLS ON EACH SIDE OF NEW OPENING - SEE DETAILS ON SHEET DI. 43 PROVIDE Ib" HIGH CMU KNEE WALL INFILL TO MATCH EXISTING JO WINDOW SILL HEIGHT - SEE INFILL DETAILS ON SHEET DI. OUTLINE OF KNEE WALL BELOW. 45 WOOD CASED OPENING - SEE DETAIL 7/A2. OTILED SHOWER STALL. RECESS CONCRETE SLAB AS REQUIRED. 4l EXISTING H/C PARKING SIGN. OPROVIDE FRP WALL FINISH FROM TOP OF SINK TO 4'-0" APP. ENTIRE LIMIT OF THE SINK. 49 PROVIDE DUROCK CEMENT BOARD AT SHOWER LOCATION AS REQUIRED. ® PROVIDE AUTO CLOSER THIS DOOR 51 PROVIDE GARBAGE DISPOSAL - SEE PLUMBING DRAWINGS. REVISIONS BY U � � Q 0 o 8r- E 4: � - 8 CV Y O .2U% I QE``' Q _m o >. 3 3 4-� U a a� 0. N th i Q N N > o 0 � `- Q v ci U W O '-7 U Z Li w J Z � o V rn, o U_ c c ,n °mM }JO W -°p V —� °D 0 m mWJ -h Q 00t o Z _v �. tQ��00a C 0 � ttoN �Z a � o IV J L_ Date: 05. 12. 14 Scale: AS NOTED Project Mgr. MY Drawn: JDS Job: 14-20 Sheet Ala H:\Proj ects\Proj ects 2014\14020 - F 4C Gall Blvd. Int. Medicine\04-CD\01-CD.A\04-Architecwral\A01 a-FLPL.dwg, 5/12/2014 2:41:26 PM, JSimon, Xerox 6604 PS.pc3 OMMION PLAN NOTES I. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT PULL SIDE MANEUVERING NOTE: �� 11 NOTE: �� � 7T'a MANEUVERING - T�7,,1 CLEARANCE X ■ 42" MIN. IF Yl ■ 5MR IF Y1 0 � Yl 54" MIN IF THE DOOR HAS CLEARANCE, i A CLOSER / l MANEUVERING PUSH SIDE i CLEARANCE 777- ` '' PULL SIDE r ' PULL SIDE fir PULL SIDE 4" OR 6" WIDE UN.O. - BLOCK WALLS ARE DRAWN AT Oil WIDE UN.O. lr. � MANEUVERING CLEARANCE i; / i'� � ' / j // J _ MANEUVERING MANEUVERING /� J CLEARANCE CLEARANCE / �� �� 3. 8 BLOCK WALLS AND 6 METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, UNA. PUSH SIDE 8 x /'':! / 1DE -- � `� �%' / 'r,:� i/r/� , , , i / / ' l 4. GENERAL CONTRACTOR TO NOTIFY ARCI-IITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMMG ANY TANEUYERING PUSH SIDE / j i; jr / i.! , / WALLS :LEARANCE MANEUVERMG CLEARANCE 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY / X / r j PULL SIDE �/ DISCREPANCIES PRIOR t0 COMMENCING WITH ANY WORK I/%/' f l %� � NOTE: DOOR PROVIDED WITH _L%/� PUSH SIDE PUSH SIDE PUSH SIDE BOTH CLOSER AND LATCH NOTE: NOTE: NOTE: FRIONt AIPPROACH X ■ 12" MIN. IF THE DOOR HAS Y2 ■ 42" MIN.: Y2 ■ 42" MIN. BOTH A CLOSER AND A LATCH Y2 ■ 48" MIN. IF THE DOOR HAS Y2 ■ 48" MIN. IF THE DOOR HAS PULL SIDE 50TH A CLOSER AND A LATCH A CLOSER C WARANW6 AT RECE&MM DOOM CJ It 6PANCE6 WITHOUT DOOR& FRONT APPRIDAIG"I 14ME 61DE APPRDAIC4 L4TG-I 810E AF"WACH • X ■ DEPTH OF RECESSED WALL O TYPICAL MANEUVERII0 CLEARANCES AT DOORWAYS SCALE: 3/16" = I'-0" 'AL10'-4" +/- 5'-4" 12'-4" I I I I I I I I I ----------------- ------- ---- -- I° � j�T� °IIWoI I °I------------------------� I ap it T I I I I I I -- I to Ic tC / EXAM 115 Ai!l�II" I to i I B 111 @ E)CAl'1 @ EXAM EXAM EXAM lli 0 108 @ 112 113 114 9 116 118 @ -- I ■ I I lip -------------J I III ! MOW �t 101 4'-1011 3'-0" CORRIDOR = ■ in 2'-2" ill ip 12'-10" 5'-2" 10'-8" '- 6 ° 10'-8" 6" 4 5'-4" 10'-2" 0 1 r- OFFICE ■ ANAGM 106 rl I I° I I III ------ I --IO I - ---1- � � 1 B ■ STATION M ------- ; '� EXAM EXAM 4 -0 �� I TQ� I I 134 @ 135 I Lam/ __J 104 i @ STATION 02 � 0 I I ;n d31 �9 IN 0 TOILET\\ 2'-0" 13'-0" 2' 0' 9 IA -- ------ N - 122 0 I 105 ------- - I 9 STATION 03 T 102 1 N 1 I JANITOR 141 0 -- ----- EXAM �Ay � 143 145 144 ■ — - l—J I @ STATION -4 _ S'-2" +/ ------ I--i— I I III �_ ul dl � 1 It 14Z OWICE 0 N 123 1 L_ I I I I @ ■ — — 22'-2" +/- 6'- " 2'-4" 4'-8" 3'-211 5'-0" 5'-2" 10'-8" 10'-8" 10'-8"- 6" �r - - \ 125 a N @ N 111 - 1 , 1 E)cArl E_t a E_mnims I 129 l 9 128 121 126 124 101 131 Cr I 35'-2" +/- I° I6'-3" I 11'-I" 11'-1" II' -I" W-2" 5'-411 I I I I I EI 3'-4" 11'-411 (DIDIMENSIONED FLOOR PLAN SCALE: 3/16" ■ 1'-0" REVISIONS 8Y \ to �co 0 F o fir- - 8 5 � vs E- O) ¢m o �00 - 3 N ti >_C>A- M 1 1 Q G00 �.� o '4 o v O CU Z JWm Z N `0 U_ c c Ln Ln �QW -aaV�O°°� m _ ■' Q I w mWJ —h L 0 ZCL�� cOW''00N a �Z O N J Li. Date: 05. 12. 14 Scale: AS NOTED Project Mgr. MY Drown: JDS Job: 14-20 Sheet Alb H:\Prgj ecls\Proj ects 2014\14020 - FMC Gall Blvd. Int. Medicine\04.CD\01.CD.A\04.Architectural\A01 b-DIM FLPL.dwg, 5/ 12/2014 2:41:35 PM, ISimon, Xerox 6604 PS.pc3 5'-10" ,g a•- KEYED NOTES CLEAR CLEARRw --- I r— --r 31 i j ! i 31 _ — �I LAVATORY IN APRON TYPE VANITY - SEE CABINET DETAIL 5/A5b. TOILET i 13 " it---� I Ir'L --- J L --- !'" r-- - ---- I 11 LrJ I r-- --- I --- r--- _,_-- I ` 0 31 2 WALL HUNG LAVATORY - SEE PLUMBING DRAWINGS. 105 111 }-3 �I I I I I I III I 9 I I j III I 11 I I u ` ,^ �3 N.C. WATER CLOSET - SEE PLUMBING DRAWINGS. i t I k I I 10 I UI TOILET _-_ I I � I I I III -_ -- I -1 I 0 9 I ` 1 I 1 �4 STANDARD WATER CLOSET - SEE PLUMBING DRAWINGS. Q ----- I ! u I 5/Alc 1 .: ' I I II 103 \ - _ - - i4 I , Y 14 \ i = 9 Q _ U `` r E5 URINAL - SEE PLUMBING D RAWNGS. r--- i 19 1/Aic li 18---------- U I i 36" GRAB BAR - I ! r ------------�- - I _u r g-- MIRK 8/Alc I 1 13 I\3 6 11 19 91 1 14 11 \ 1 �� 1 42 GRAB BAR �\\ i -- 18 4 Q I 19 MIRR 8/Alt: a0 F m I9 I 5/Alc �� �/ -- - 32 _ -L _ _ _ /--El COUNTER MOUNTED SOAP DISPENSER 14 ' I to I 5/Aic ! tq U \\ i 11 �� i I I �/ ! V `� i 11 i TOU.ET _ — _ `. - 21 .\ 6/Alc / , TOILET �g WALL MOUNTED SOAP DISPENSER I o --- 138 10 SEMI -RECESSED PAPER TOWEL DISPENSER - - •-- ---- # I __ _ 1 1-----------i 33 11 SURFACE MOUNTED PAPER TOWEL DISPENSER I 13 I i 13 0 I i I 1 12 SEMI -RECESSED TOILET TISSUE DISPENSER -- -- 31 I I 7 I I i i 1 "� 6 i 13 SURFACE MOUNTED TOILET TISSUE DISPENSER :.. I 1 ------ -----I--- �--- -J 14 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 6'-8" AFP. - MATCH WIDTH OF VANITY. CLEAR I I r7po - 15 WALL MOUNTED CHANNEL FRAMED MIRROR. 5'-10" 1 ib PIPE INSULATION KIT. CLEEAR • 11 60" DIAMETER TURN AROUND. 18 30" x 48" CLEAR FLOOR SPACE. //�� TOILET ENLAR E �. 1 OILE I PLAN (DI /� l""! D TOILET PLAN 3 O t PWA D TOILET I PLAN O �A�ED TOILET 1 PLAN O SCALE: 3/8" ■ 1'-0" 4 ROOM SCALE: 3/8" ■ 1'-0" ROOM IM03 SCALE: 3/8" I'-0" ROOM 0136 SCALE: 3/8" 1'-0" ROOM 0138 19 60" x 60" CLEAR FLOOR SPACE. 20 TOILET PARTITION. 21 TILED SHOWER STALL. RECESS CONCRETE SLAB AS REQUIRED. 22 SURFACE MOUNTED FEMININE NAPKIN DISPENSER 23 ELECTRIC HAND DRYER 24 PREFAB SHOWER STALL. 25 SHOWER STALL. / 26 MOP SINK/ FLOOR SINK 21 WATER HEATER 36 14 14 14 14 31 36 28 TOWEL BAR B 1 36 Atc 6 6 g 9 Alc 1 II 11 ` I / 9 / 1 B 6 A1c 9 y 0 1 29 TRASH RECEPTACLE. 30 6" 0 HOLE WITH TRIM RING. 13 3 3 1 16 i 16 1 3 31 HANDICAP SIGNAGE. 13 32 CURTAN AND CURTAIN ROD - SEE FINISH SCHEDULE. 33 BENCH BY OWNER / ElSTANDARD ELECTRIC WATER COOLER i H.C. ELECTRIC WATER COOLER 5 5 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL B/Alc. b b 31 12" x 12" S.S. PASS THRU SPECIMEN CABINET - SEE DETAIL A/A1c. 38 4" x 4" WALL TILE OVER CEMENTUOUS TYPE BACKER BOARD. O3 INTERIOR ELEVATION O INTERIOR ELEVATION 0 O INTERIOR ELEVATION SCALE: 3/8" I'-0" O INTERIOR ELEVATION SCALE: 3/8" 1'-0" O INTERIOR ELEVATION SCALE: 3/8" ■ 1'-0" TOILET ACCESSORIES SCALE: 3/8" = 1'-0" SCALE: 3/8" ■ 1'-0" = ■ HIGHEST OPERABLE EDGE OF WALL PART OF ACCESSORY % 81°WIRC 4TIM ;i ' SEMI -RECESSED TOILET BOSRICK B_661 38 TISSUE DISPENSER � TRASH - -_0- RECEPTACLE SURFACE MOUNTED TOILET TISSUE DISPENSER B01 MCoK 8-686 32 32 j HIGH i' / i _ LOW _- � SEMI -RECESSED PAPER BOBRICK B-359 TOWEL DISPENSER 38 i Qp Q B 1 f i N SURFACE MOUNTED PAPER TOWEL DISPENSER 505RICK 8-262 6 \ _ C111 F 3 \ lb" ' N ~ FLOOR 36" GRAB BAR BOBRICK 8-6806 X 36 SATIN FINISH WITH SNAP FLANGE CLR MIN. t- 36 \ WALL HUNG SINK ELECTRICAL WATER COOLER PAPER TOWEL DISPENSER 13 \ 42" GRAB BAR BOBRICK 13-6806 X 42 SATIN FINISH WITH SNAP FLANGE mm WALL MOUNTED SOAP DISPENSER 5013R CK 8-155 33 34 35 EDGE OF WALL 21 , --- COUNTER MOUNTED SOAP DISPENSER BOBRICK 5-8221 WALL MOUNTED MIRROR BOBRICK 8-165 1830 INTERIOR ELEVATION INTERIOR ELEVATION O INTERIOR ELEVATION O NOT USED ,m O a_ „ SCALE: 3/8 - 1 -0 II ��_ �� SCALE: 3/8 - 1 -0 _ SCALE: 3/8a- 1'-0" _ �� SCALE: x„- 1 -0 I I 0 � --- - OPEN F SURFACE MOUNTED TOUCH BUTTON HAND DRYER BOBRICK 8-1811 OWO _ 15" CLEAR MIN 01 FINISH FLOOR F VA_ AS PER WALL FECESSED FEMININE NAPKIN DISPENSER BOA B-353 COUNTER MOUNTED SINK N.C. URINAL TYPE SIGNAGE TO MEET ADA AND FLORIDA ACCESSIBILITY CODE FOR BUILDING \ 40" - EDGE OF WALL SURFACE MOUNTED FEMININE NAPKIN DISPENSER BOBRICK 8-210 CONSTRUCTION I- ------------------ 7 0 COVER PLATE EDGE OF WALL - F1 1/4" x 2" ESCUTCHEON LAG BOLTS �� 11/2 DIAMETER - - - - 12" 42" c0 " 36" RECESSED DISPENSER TOILET -SEAT -COVER BOB RICK 8-3013 S °v. GRAB BAR I 12" 24" RECESSED FACIAL TISSUE BOBWCK 8-355 _41 - GRAB BARS' GRAB BARS ] ._ ----- SOLID BLOCKING DISPENSER BETWEEN METAL STUDS AS REQUIRED MOUNT ROOM SIGNS f DISPENSER 6' �GE 12" x 12" S.S. PASS THRU SPECIMEN � ADJACENT TO LATCH � LOCATION m NOTES CABINET - "BOBRICK I 0 SIDE OF DOOR j _ _ m f 8-505" OR EQUAL 11V �1 1/2", ,—,— DIA o� 18� FINISH 3 FINISH FLOOR }- HC W FLOOR 1. FOR TYPICAL H.C.HG. SIGN MOUNTING DETAIL, SEE DETAIL C„ THIS SHEET. WALL SYSTEM - SEE m NOTE: f r r 2. FOR TYPICAL GRAB BAR ANC 4ORNG DETAIL, SEE DETAIL "B" THIS FLOOR PLANS ALL GRAB BARS INCLUDING THOSE MOUNTED AT TUBS, SHOWERS, AND / SHEET. TOILETS AND TOILET MOUNTED GRAB BARS SHALL BE DESIGNED AND f H.C. WATER CLOSET H.G. WATER CLOSET 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 POUNDS "D" THIS SHEET. APPLIED AT ANY PONT DOWNWARD OR HORIZONTALLY AS REQUIRED BY THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. (PROVIDE SUFFICIENT BLOCKING BEHIND EACH GRAB BAR INSTALLATION) NOTE: I. TYPICAL MOUNTING HEIGHTS UNLESS OTHERWISE NOTED 4. FOR CEILING, HEI(3pHTS, SEE REFLECTED CEILING PLAN. 2. THE FLUSH VALVE MUST BE LOCATED ON THE APPROACH SIDE 5. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS OF ANY ACCESSIBLE WATER CLOSET REFERENCED IN THIS PROJECT. A O PASS-TRIZU CABINET DETAIL a O GRA5 5AR ANC 4ORING DETAIL � O W.C. SIGN MOUNTING DETAIL O TrPICAL MOUNTING WEIGHTS SCALE: 1 1/2 ■ I -0 SCALE: 3 1,-0 SCALE: N.T.S. SCALE: 1/2 ■ 1'-0" REVISIONS 8Y Q 1,100 � c"3 o.i3ti F � � 8 5 Y c N o O U N I Q Q o u �� 3 - 3 ECG N Q N a� �., a o 0 Y � U O O ti U Z w JWm Z V 0),0 � 0 M m -�- �QW M 3 m I mWJ ` �Q Vet Z v � 5. W c�s�N �Zm J_N Date: 05. 12. 14 Scale: AS NOTED Project Mgr. MY Drown: JDS Job: 14-20 Sheet Alc H:\Proj ects\Proj ects 2014\14020 - FMC 6m11 Blvd Int. Medicine\04-CD\01-CD.A\04-Architectural\A01 c-TOII,ETAwg, 5/12/2014 2.41.46 PM, JSimon, Xerox 6604 PS.pc3 10 - FY1-I FY '4G0 IiJC/Vy/ lil%VwN I-IVLL, SEE PLAN FOR LOCATIONS 5/8" G W.B. OCE IL, INI� DET,41L SCALE: 1-1/2" = I'-0" SUSPENDED ACOUSTICAL CEILING SYSTEM 10'-0" OIL CEILING 5/8" G.WB. -1' -0" HEADER `------- 4 5/8" OCEILING DETAIL SCALE: 3 5/6" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. SECURE TO STRUCTURE ABOVE. �t 10'-0" Ilk \L CEILING SUSPENDED ACOUSTICAL CEILING SYSTEM 5/8" G.WB. SEE DETAIL 1/A2 FOR CASED OPENING DETAIL 0 � p 1 NEE Zadmmm ENO •-.--.NEON oomlil0 MENEM MMFM 6" HHH 468 WOOD CROWN MOLD, SEE PLAN FOR LOCATIONS L2 x2 x20GACLIP AT EACH OUTER CORNER CORNER MOLD HHH 160 5/81, LAY -IN ACOUSTICAL TILE CEILING 10, CEILING 5/8" G.W.B. 5/8" G.W.B. p 1m' - 4" LL CEILING SUSPENDED ACOUSTICAL CEILING SYSTEM Z 2 x 2,x120 GA CLIP AT C.GKNtK MULL.) HHH 160 5/5" GlU$. 4 5/8" 8'-8" CEILING 5/8" GYPSUM WALL BOARD 10-4" CEILING SUSPENDED ACOUSTICAL CEILING SYSTEM CEILING L2x2x20GACLIP AT EACH OUTER CORNER CORNER MOLD HHH 160 5/8" GYPSUM WALL BOARD at -all CE IL ING OICEILINC-s DETAIL SCALE: 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. SECURE TO STRUCTURE ABOVE. LAY -IN ACOUSTICAL TILE CEILING (4)"'10 TEK SCREWS AT EACH CONNECTION LIGHT FIXTURE. PJ . SEE ELECTRICAL J I I 6" HHH 468 WOOD GROWN MOLD, SEE PLAN FOR LOCATIONS ' Z 2 x 2 x 20 GA CLIP AT EACH OUTER CORNER - CORNER MOLD HHH 16m 5/8" GYPSUM WALL BOARD (4) 010 TEK SCREWS AT EACH CONNECTION LIGHT FIXTURE. SEE ELECTRICAL 6" HHH 468 WOOD CROWN MOLD, SEE PLAN FOR / LOCATIONS WOOD VENEER WALL BEYOND 3 5/8" 25 GA. (MIN.) SOUND INSULATION METAL STUD FRAMING �— ♦ AT I&" O.G. SECURE TO STRUCTURE ABOVE. tt �t 10'-0" OIL CEILING 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING SUSPENDED AT 16" O.C. ACOUSTICAL CE I L ING SYSTEM LIGHT FIXTURE. SEE ELECTRICAL --------- - -, 5/8" GYPSUM WALL BOARD I .. I 5/8" GYPSUM CEILING WALL BOARD 3 5/8" 25 GA. (MIN.) METAL STUD REFLECTED CEILING LEGEND FRAMING AT 16" O.C. SECURE TO STRUCTURE ABOVE. 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' 10'-0° LAY -IN ACOUSTICAL CEILING TILES CEILING NDED ACOUSTICAL t.. CEILING SYSTEM GAU$ CEILING (SMOOTH FINISH) 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL 5/8" GYPSUM DRAWINGS FOR MORE INFORMATION WALL BOARD 2' x 4' FLUORESCENT EMERCsENCY LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION LIGHT FIXTURE. SEE ELECTRICAL 2' x 2' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION (4) 010 TEK SCREWS AT EACH CONNECTION 2' x 2' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN 3/4" PLYWOOD 70 AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION WOOD VENEER -1.-011 0 RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION TOP OF WINDOW RECESS TRACK LEADING WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL EDGE OF TRACK TO ALLIGN DRAWINGS FOR MORE INFORMATION WITH LEADING EDGE OF GRUB_ EXIT LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR ALUMINUM SLIDING WINDOW - ® MORE INFORMATION SEE INTERIOR ELEVATIONS ® EXHAUST FAN - SEE MECHANICAL DRAWINGS FOR MORE INFORMATION MECHANICAL SUPPLY REGISTER - SEE MECHANICAL DRAWINGS FOR MORE INFORMATION 0 MECHANICAL RETURN REGISTER - SEE MECHANICAL DRAWINGS FOR MORE INFORMATION I I ❑0 ❑0Rim '"30 0 111101193111 MIL013011111 MEME03M 0190103M 1 VOANOME03hlhi MIN OWIJAMMMMMMM i1 11 1�1 111 1'11 1'11 1" 1 ' 1'1 NONE* mummm 7�I e ONE IN p=55 \w aNONE A2 4 125 SAMIJIMMEN01 In NMI INL ru no Q USED Ow ME of11111■ OFrEFLECTED CE IL ING PLM SCALE: 3/16" = 1'-0" STUDS AT 16" O.G. SEE WALLTYPES. 1/2" GYPSUM WALLBOARD 2x BUCK WOOD TRIM WOOD TRIM KEYED NOTES 0 OUTLINE OF WALL MOUNTED UPPER CABINETS / SHELF - SEE INTERIOR ELEVATIONS O2 GYPSUM WALL BOARD CEILING - SEE CEILING DETAILS. OCROWN MOLDING - SEE CEILING DETAILS. COWER MOLDING - SEE CEILING DETAILS. O4 GGYPSUM WALL BOARD WRAPPED DROP HEADER - SEE CEILING DETAIL 4/A2. OGYPSUM WALL BOARD WRAPPED FLUSH HEADER - SEE CEILING DETAIL 5/A2. [ 7 j WOOD CASED OPENING - SEE DETAIL I/A2. GENERAL NOTES I. ALL CEILING HEIGHTS SHALL BE 10'-0" UNLESS OTHERWISE NOTED 2. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 GAUGE - 3 5/5 INCH WITH MINIMUM 3M 10 SHEET METAL SCREWS 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 SPECIFICATIONS. 5. GENERAL CONTRACTOR TO COORDINATE ALL PROPOSED CEILING HEIGHTS WITH STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK 6. SEE SHEET 01 FOR CEILING FINISHES. 1. MTL. STUDS SHALL BE CONNECTED TO STRUCTURAL STL. W/ (3) 0.145"4 RAMSET POWDER DRIVEN FASTENERS. S. MTL. STUDS/CLIP ANGLE SHALL BE CONNECTED TO MTL. STUDS w/ MIN (4) "12-14 TEK SCREWS. g. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STL. w/ (2) 0,145"0 RAMSET POWDER DRIVEN FASTENERS AT 16" O.G. 10. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO CONGJCMU w/ (2) 1/4"� x 1 1/4" TAPCON FASTENERS AT 24" O.C. II. CONNECT SHEATHING TO MTL. STUDS w/ 012-14 TEK SCREWS AT to" O.C. 12, CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK w/ (2) 010 TEK SCREWS AT 24" O.G. 13. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MATCH OR EXCEED THE STUD GAGE. 14. FOR ALL MOLDINGS CONTACT TRIPLE H INDUSTRIES - GLEN HULTGREN '121-204-0531 REVISIONS BY r � v c �_ ti � u U 2 r •� ti C V 67 r` > o 3 3 / U wwm) E r- � M UO0E;E U G' 0a l Aa a C w1k`i Coal Q 1, _Q u :J ,b� cj U W M --� Z V U � N c v_ L0 J 0 ° ') M at W :3 vV�mo� I m m LLJ - vi m o- 0 N M -C Q a Z m Q N LL- Date: 05. 12. 14 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 14-20 Sheet A 2 H:\Pri>j eels\Pr,,[ects 2014\14020 - FMC Gall Blvd. lnt. Medicine\04-C D\01-C D.AN04-Architectural\A02-2C P.dwg, 5/ 12/2014 2:41:58 PM, JSimon, Xerox 6604 PS.pc3 101 EXISTING / DEMOLITION SOUTH EXTERIOR ELEVATION SCALE: 3/16" a 1'-0" OSOUTH EXTERIOR ELEVATION SCALE: 3/16" a 1'-0" 101 EXISTING / DEMOLITION UJEST EXTERIOR ELEVATIONI (DIWEST EXTERIOR ELEVATION SCALE: 3/16" - I'-m" KEYED NOTES Ol EXISTING STOREFRONT DOOR SYSTEM. OZ EXISTING STOREFRONT WINDOW SYSTEM. O3 EXISTING MASONRY WALL SYSTEM WITH STUCCO FINISH. O4 EXISTING AWNING / CANOPY SYSTEM. OREMOVE EXISTING STOREFRONT DOOR SYSTEM. OPATCH AND REPAIR EXISTING EXTERIOR STUCCO FINISH AS REQUIRED TO MATCH AND ALIGN WITH ADJACENT EXISTING FINISHES, PAINT TO MATCH EXISTING PAINT. OREMOVE PORTION OF EXISTING EXTERIOR MASONRY WALL SYSTEM FOR NEW STOREFRONT WINDOW SYSTEM - SEE FLOOR PLANS. ONEW 8" CM It -FILL TO MATCH EXISTING WALL CONSTfi'UCTION TO ACCOMMODATE NEW ALUMINUM STOREFRONT SYSTEM. FINISH EXTERIOR TO MATCH AND ALIGN WITH EXISTING ADJACENT FINISHES. SEE SHEET DI FOR INFILL DETAILS. ONEW STOREFRONT DOOR SYSTEM. SEE DOOR SCHEDULE. 10 NEW STOREFRONT WINDOW SYSTEM. SEE WINDOW SCHEDULE. 11 NEW RE -FABRICATED AWNING / CANOPY SYSTEM TO MATCH EXISTING. GENERAL NOTES I. PATCH AND REPAIR ANY AFFECTED EXISTING FINISHES TO MATCH AND ALIGN WITH ADJACENT EXISTING FINISHES. PAINT TO MATCH EXISTING PAINT COLOR 2. ALL NEW STOREFRONT DOOR / WINDOW SYSTEMS TO MATCH EXISTING SYSTEMS. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING: CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. REVISIONS BY 0 F C` . p C • y— p • ti > �I Q¢�� o 3 c � � M ^i a�F o r� I ti rr o `'J > o P.l o v U O U_ Zwm Jz� U _ N o LO � J > Q W : L I m mWJ N 0_ L Q v 0L O Z �. cpFto o - Z Om N J L.L. Date: 05. 12. 14 Scale: AS NOTED Project Mgr: AAY Drawn: JDS Job: 14-20 Sheet A3 H:\Projects\Pro1ects2014\l4020. FMC Gall Blvd. Int. Medicine\04-CD\01-CD.A\04-Architectural\A03-EXEL.dwg, 5/12/20142.42:05 PM,JSimm, Xerox 6604 PS.pc3 0 0 0 0P.,O 0 me I in _ BASE AND CROWN FINISH TO MATCH WOOD WALL PANELS n� WAITING i C i�TION O MCF-PTION �J SCALE: 3/8" 1'-0" RM.'101 101 SCALE: 3/8" ■ 1'-0" RM. 0104 SCALE: 3/8" - 1'-0" RM.0104 IG)lRECEPTION 1lO 1;mC1=-1='TI0N O RMCEPTION SCALE: 3/8" ■ 1'-0" RM. 0104 SCALE: 3/8" ■ 1'-0" R'1. 0104 SCALE: 3/5" ■ 1'-0" RM. •104 �4 N s q, 4 a - - - - 10 I I 10 e e e e ["J I _ i�CORD8 / 1p- 101 fgzcof 1�QJ / fz� 9 IMAL CLEW 101 SCALE: 3/8" = 1'-0" RM. 4108 SCALE: 3/8" = 1'-0" RM. 0108 SCALE: 3/8" = 1'-0" W. +111 s N alEXAM SCALE: 3/8" ■ 1'-0" R'1. 0112, 113, 121, 129, 143, 145 t 146 EXAM SCALE: 3/8" ■ 1'-0" 0 R'4. 10114, 115, 116, 121, 129, 154 4155 PL 0 I A0 Inn IN,',, 2 I 9 8 5b 5 D AW10 SCALE: 3/5" ■ 1'-0" R'1. 0111 KEYED NOTES V FALSE LAMINATED PANEL. OBASEBOARD - SEE FINISH SCHEDULE. OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND. OKEYBOARD DRAWER OUNDER COUNTER REFRIGERATOR BY OWNER VERIFY SIZE WITH OWNER OREFRIGERATOR BY OWNER O8 LAMINATED 15ACKSPLASH - SEE CABINET DETAILS AND FINISH SCHEDULES. OMICROWAVE BY OWNER 10 LAMINATED END PANEL- SEE CABINET DETAILS AND FINISH SCHEDULES. 11 LAMINATED SUPPORT LEG- SEE CABINET DETAILS AND FINISH SCHEDULES. 12 STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS. 13 3/8" WIDE x 3/4" DEEP REVEAL - SEE DETAIL A/A4b. 14 SLIDING CLEAR ANODIZED ALUMINUM WINDOW SYSTEM "CRL SLIDING SERVICE WINDOW X-OR-X FORMAT" WITH 1/4" TEMPERED CLEAR GLASS. 15 LAMINATED COUNTERTOP- SEE CABINET DETAILS AND FINISH SCHEDULES. 16 SOLID SURFACE COUNTERTOP- SEE CABINET DETAILS AND FINISH SCHEDULES. li LIGHT FIXTURE - SEE ELECTRICAL IS CROWN MOLDING - SEE CEILING PLAN AND DETAILS 19 FLAT PANEL SCREEN BY OWNER VERIFY LOCATION WITH OWNER 20 OFFICE EQUIPMENT BY OWNER 21 SCALE BY OWNER 22 1-1/2" OUTSIDE DIAMETER SAFETY HANDRAIL WITH CONCEALED FLANGE. MOUNT SECURELY TO WALL AND FLOOR AS PER MANUFACTURERS RECOMMENDATIONS. PROVIDE BLOCKING AS REQUIRED. 23 MOP SINK - SEE PLUMBING DRAWINGS. 24 PROVIDE F.R.P. FROM TOP OF SINK TO 4'-6" APP. FOR ENTIRE LIMITS OF SINK 25 CUBICLE CURTAIN AND ROD - SEE FINISH SCHEDULE. 26 WATER HEATER ON SHELF - SEE PLUMBING DRAWINGS. 27 LOW WALL WITH WOOD CAP - SEE DETAIL l/ABb. GENEV"L NOTMS 1. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS. 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL. 3. SEE SHEET ABa AND A5b FOR CABINET DETAILS. 4. SEE ID SHEET FOR FINISH SCHEDULE AND MATERIALS. REVISIONS By 0 U � � 0 00 N N o o C m o.�C> tl ¢¢ Q Cn o 00 3 - v � F N O _I 00 N d o N � C,2C o a 2 0 U Z w JWm Z C.) — N L 0 c c Lo > -°vU�O°°LL. Im mW J -y L. X 0s 0 Z cOW >,to —H= O Z o J—N Date: 05. 12. 14 Scale: AS NOTED Project Mgr. MY Drawn: JDS Job: 14-20 Sheet A4a H:\Projects\Projects 2014\14020 - FMC Gall Blvd. Int. Medicine\04-CD\01-CD.A\04.Architectural\AD4ab-IELBV.dwg, 5/12/20142:42:15 PM, Aimon, Xerox 6604 PS.pc3 KFMD NOTES REVISIONS BY OFALSE LAMINATED PANEL. 10 10 10 4 20 BASEBOARD - SEE FINISH SCHEDULE. Asa b O3 OPEN SPACE / KNEE SPACE BELOW COUNTER OPEN BEYOND. KEYBOARD DRAWER `I 1 --- - -- r U6 UNDER COUNTER REFRIGERATOR BY OWNER. VERIFY SIZE WITH OWNER t0 I I ;� I I I) u----- -J I O REFRIGERATOR BY OWNER _ -- /' i i O8 LAMINATED BACKSPLASH - SEE CABINET DETAILS AND FINISH r' SCHEDULES. B 8 15 0i 8 15 i i 8 12 I 15 � n n O MICROWAVE BY OWNER I O I _ _ I® LAMINATED END PANEL- SEE CABINET DETAILS AND FINISH -------- - SCHEDULES. �1 1� 5 1 A 5 II i 10 11 LAMINATED SUPPORT LEG- SEE CARNET DETAILS AND FINISH SCHEDULES. \ I I , , 12 STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS. a --------- Y CO -- _ 3/8" WIDE x 3/4" DEEP REVEAL - SEE DETAIL A/A4b. ► cgs � 14 SLIDING CLEAR ANODIZED ALUMINUM WINDOW SYSTEM "CRL ¢� . g I I SIM 9 SIM r I SIM 3 SLIDING SERVICE WINDOW X-OR-X FORMAT" WITH 1/4" TEMPERED 0O F CLEAR GLASS. 5 8 5b b 5 b b G15 LAMINATED COUNTERTOP- SEE CABINET DETAILS AND FINISH cv p_SC WF AWf* 3 B1 scHEDULEs. o `� q ALE: 3/8" I'-0" 1-d"I. "Ili O SCALE: 3/8" 1'-0" W. 0I11 SCALE: 3/8" ■ 1'-0" RM.'118 ib SOLID SURFACE COUNTERTOP- SEE CABINET DETAILS AND FINISH ¢ '� Ln SCHEDULES. �I ¢ ;; ¢00 3 I'I LIGHT FIXTURE - SEE ELECTRICAL " 3 3 18 CROUN MOLDING - SEE CEILING PLAN AND DETAILS m� � � c 19 FLAT PANEL SCREEN BY OWNER VERIFY LOCATION WITH OWNER F o �N0. 2® OFFICE EQUIPMENT BY OWNER M 10 10 a 21 SCALE BY OWNER 2Z 1-1/2" OUTSIDE DIAMETER SAFETY HANDRAIL WITH CONCEALED FLANGE. MOUNT SECURELY TO WALL AND FLOOR AS PER ; / J MANUFACTURERS RECOMMENDATIONS. PROVIDE BLOCKING AS - -- - f - -- - REQUIRED. MOP SINK - SEE PLUMBING DRAWINGS. 1 1 I J I i 1 J ! l 24 PROVIDE F.RP- FROM TOP OF SINK TO 4'-6" AFF. FOR ENTIRE LIMITS OF SINK S 15 �p 8 12 I 15 0 25 CUBICLE CURTAIN AND ROD - SEE FINISH SCHEDULE. - __.__ WATER HEATER ON SHELF - SEE PLUMBING DRAWINGS. LOW WALL WITH WOOD CAP - SEE DETAIL 1/A5b. EQUAL EQUAL O :o SIM 2 b SIM I SIM 1 3 SIM 2 b b b b $REAGROOM EXAM / PROCEDURE a EXAM / PROCEDURE GENERAL, NOTES SCALE: 3/6" = 1'-0" RM. oi18 SCALE: 3/8" P-0" RM. 0131 O SCALE: 3/5" P-0" F "1. 0131 O O I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS. 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL. 3. SEE SHEET Asa AND A5b FOR CABINET DETAILS. 10 4. SEE ID SHEET FOR FINISH SCHEDULE AND MATERIALS. i \ Cq Q N- -- -- - - JJ JII �IIr AII, Jyf Jl - --- 8 15 1 12 IZ 1 15 8 15 16 cQ O o I e o - a Iu 2 3'-4° SIM 2 SIM I 3 SIM 9 4 5 5 4 V♦, b 5b 5b a — NU STATION NI,IRSE STATION NURSE STATION :3W O SCALE: 3/8" = 1'-0" RM. 0132 O SCALE: 3/5" = I'-0" RM. 0132 9 SCALE: 3/8" = 1'-0" RM, 0132 .. C. Z � N L 0 U_ c c� mM �QW � -°vV�00°� �m F--] mWJ —0 Q U�t 181 C Z a -- 4 OOVER 3/VENE LYWOOD C Q W j�00 (0 m 0. Z a 21 i 25 I N 0 0 ! - 16 27 21 21 I 21 2i Date: 05. 12. 14 SL 3'_0n 0 � 25 15 � i 25 15 i 25 15 � 1 25 15 I ff I it BLACK LAMINATE AT Scale: AS NOTED = I i II 22 24 - 0 2i _ 9 I _ e I I _ e _ a - 0 0 WEAL LOCATIONS TYP. .9 13 = e II 23 _� : � I I : in I ;� : � : � � : , Project Mgr. MY C11 — - i I r;, -- - r_, - ;, 1/2" PLYWOOD0+ Drawn: JDS 0- i Job: 14-20 1 2 2 SIM 1 2 StM 1 2 StM I 2 SIM 1 Sheet 5b b b b A4b O NURSE STATION O INTERIOR ELEVATION � O JANITOR O BLOOD DR�UJ 4 BLOOD DRAW O REVEAL DETAIL 1 SCALE: 3/8" ■ P-0" RM. h32 SCALE: 3/8" ■ P-0" SCALE: 3/8" ■ P-0" R11. "141 SCALE: 3/8" ■ 1'-0" RM. 0141 SCALE: 3/8" ■ P-0" SCALE: 3" ■ 1'-0" H.\Projects\Projerds 2014\14020 - FMC Cull Blvd. Int. Medicine\04-CD\01-CD.A\04-Architectural\A04ab-IFLBV.dwg, 5/12/2014 2:42:25 PM,ISimon, Xerox 6604 PS.pc3 I()I C IVET 1�ET�41L IOI C IVET DEVIL 101 CABINET DETAIL SCALE: 1-1/2" - I'-0" SCALE: 1-1/2" ■ I'-0" SCALE: 1-1/2" - I'-0" -z11 I WILM a i u IG)l CA51h ET DETAIL 101 CABINET DETAIL IG)l CABINET DETAIL SCALE: 1-1/2" - 1'-0" SCALE: 1-1/2" - 1'-0" SCALE: 1-1/2" - I'-0" 2 n N AD N 1'-2" mns o o 10 0 0 0 0 0 0 0 0 0 0 0 0 0 24i o i#12 Ol 3/4" PLYWOOD WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION O2 1/2" SOLID SURFACE MATERIAL WITH FULL 1 1/2" BULLNOSE - SEE FINISH SCHEDULE FOR MORE INFORMATION OGRANITE SURFACE MATERIAL WITH FULL 1 1/2" BULLNOSE - SEE FINISH SCHEDULE FOR MORE INFORMATION OBACKSPLASH FINISH TO MATCH C)UNTERTOP FINISH - 3" HIGH AT COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - SEE FINISH SCHEDULE FOR MORE INFORMATION O5 5/8" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION O5/8" THICK MELAMINE INTERIORS (BOXES) O1/2" THICK MELAMINE DRAWER STOCK OS 5/8" THICK MELAMINE DRAWER STOCK O9 5/8" THICK ADJUSTABLE MELAMINE SHELVES 10 LINE BORING FOR ADJUSTABLE SHELVES II 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE SURFACE AT LOCATIONS INDICATED ON INTERIOR ELEVATIONS 12 5/8" MELAMINE FIXED SHELVING - SHELVING DEPTH SHALL BE AS SHOWN UNLESS NOTED OTHERWISE ON FLOOR PLAN 13 "ZARSM" 6036 / 6026 SLIDE SYSTEM (OR EQUAL) 14 "ZARGON" 6236 SLIDE SYSTEM (OR EQUAL) 15 "ZARGON" 6436 SLIDE SYSTEM (OR EQUAL) 16 "GRASS" FILE RAILING SYSTEM (OR EQUAL) 1i 5/8" x 4" MELAMINE 18 1/2" PLYWOOD 19 (2) LAYERS OF 1/2" PLYWOOD 20 3/4" PLYWOOD 21 3/4" x 4" PLYWOOD 22 3/4" x 4" OR 3" PLYWOOD BASE 23 2x BLOCKING AS REQUIRED 24 INSULATION KIT 25 SINK - SEE PLUMBING 26 WIRE CHASE AS REQUIRED 2i UNDER CABINET LIGHT FIXTURE - SEE ELECTRICAL 28 5/8" MELAMINE 29 5/8" GYPSUM WALLBOARD. Q3 5/8" METAL STUD WALL FRAMING. 31 RECESS TRACK- LEADING EDGE OF TRACK TO BE FLUSH WITH SURFACE 32 BASEBOARD. SEE FINISH SCHEDULE. 33 3/4" BLACK REVEAL 34 ALUMINUM SLIDING WINDOW. SEE INTERIOR ELEVATIONS. 35 KEYBOARD DRAWER SYSTEM. SEE SPECIFICATIONS. 36 WOOD VENEER PANELS - SEE FINISH FLOOR PLAN AND INTERIOR ELEVATIONS. E NOTES C I I. ALL INTERIOR MELAMINE SURFACE TO BE WHITE UND. A 2. GROMMET LOCATIONS NOT SHOWN ON CABINET DETAILS - REFER TO GROMMET DETAIL BELOW FOR TYPICAL REQUIREMENTS 1 I 1 3. REFER TO COUNTER PLAN BELOW FOR TYPICAL COUNTER LAYOUT J � ,o u w nzw NOTE: FIELD CUT CABLE HOLES IN CABINETS AFTER EQUIPMENT HAS BEEN PLACED IN DESIRED LOCATION BY OFFICE STAFF 3" O.D. GROMMET WITH RETRACTABLE, SELF STORING SLOT COVER. = L I i (� 3" L IG)l TYPICAL GROMMET DETAIL O CABINET DETAIL O CA5INET DETAIL O CABINET DETAIL O CABINET DETAIL O TYPICAL COUNTER PLAN SCALE: 1-1/2" ■ I'-0" 11 SCALE: 1-1/2" - I'-0" SCALE: 1-1/2" ■ I'-0'r SCALE: 1-1/2" - 1'-0" SCALE: N.T.S. REVISIONS BY N Q. UD UD U � � �00 46 yz� E� N � � O � t • tN �I Q _m o .c T00 3 3 —Cn � c � 0 th I Q Q N Vim' y b N ? 0 0 0 o a; �. :) 0 U_ Z JWm Z� V N U_ c o c� m m M �QW :33 m m W J - ti L �Q cos Z � .* . s m M cOW N QZCL J Date: 05. 12. 14 Scale: AS NOTED Project Mgr. MY Drawn: JDS Job: 14-20 Sheet A5a H:\Proj ects\Proj ects 2014\ 14020 - FMC Gall Blvd. Int. Medicine\04CM0I-CD.A\04-Architectural\A05 ab- CAB DTLS.dwg, 5/12/2014 2:42:35 PM, JSimon, Xerox 6604 PS.pc3 I 2° L L 21-111 Y Fm Lf ct1 .p u 101 CABINET ,DETAIL z CABINET ,DETAIL O CABINET ,DETAIL � CABINET ,DETAIL JE)l Cr4 INET ,DETAIL SCALE: 1-1/2 ■ I -0 SGALE: 1-1/2 ■ 1 -0 SCALE: 1-1/2 = 1 -0 SCALE: 1-1/2 ■ I -0 SCALE: 1-1/2 ■ I -0 5 of 5/8" GAUB. (2) 1/2" DIA THRU BOLTS SECURE TO STEEL TUBE V 3" x 3" x 3/16" STEEL TUBE, ONE AT CENTER AND ONE AT END OF LOW WALL uU', (2) 4" X 9" X 1/2" THICK 9 3 5/8" WIDE BASE Q ANGLE / PLATE. SECURE ,n TO FLOOR WITH (4) 3/9" DIA X 3" LONG BOLTS DRILLED AND EPDXIED INTO CONCRETE SLAB OI LOW WALL DETAIL SCALE. 1-1/2" - 1'-0" Ix WOOD (POPLAR) CAP WITH EASED EDGE I x 3 POPLAR TRIM WITH EASED EDGE 2 x 4 CONTINUOUS WOOD BLOCKING 5/8" GIUB. 3 5/8" METAL STUDS AT I6" O.G. (2) 1/2" DIA. THRU BOLTS SECURE TO STEEL TUBE (2) 4" x 9" x 1/2" THICK 3 5/811 WIDE BASE ANGLE / PLATE. SECURE TO FLOOR WITH (4) 3/8" DIA. X 3" LONG BOLTS DRILLED AND EPDXIED INTO CONCRETE SLAB CONCRETE SLAB I 2" EDGE OF SHELF 5/8" THICK MELAMNE ' ' VERTICAL SUPPORT I NAEW 5 1� 12 li 12 1'I 12 1'1 12 I li Iz n iz C�48INET DETAIL SCALE: 1-1/2" - 1'-011 16DI KEYED NOTES 01 3/4" PLYWOOD WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION 2O In" SOLID SURFACE MATERIAL WITH FULL 1 1/2" BULLNOSE - SEE FINISH SCHEDULE FOR MORE INFORMATION 0 GRANITE SURFACE MATERIAL WITH FULL 1 1/2" BULLNOSE - SEE FINISH SCHEDULE FOR MORE INFOIRMATION OBACKSPLASH FINISH TO MATCH COUNTERTOP FINISH - 3" HIGH AT COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - SEE FINISH SCHEDULE FOR MORE INFORMATION O5 5/8" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE IATION O6 5/8" THICK MELAMNE INTERIORS (BOXES) O1/2" THICK MELAMINE DRAWER STOCK OS 5/811 THICK MELAMINE DRAWER STOCK O9 5/8" THICK ADJUSTABLE MELAMINE SHELVES 10 LINE BORING FOR ADJUSTABLE SHELVES it 3/411 PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE SURFACE AT LOCATIONS INDICATED ON INTERIOR ELEVATIONS 12 5/811 MELAMINE FIXED SHELVING - SHELVING DEPTH SHALL BE AS SHOWN UNLESS NOTED OTHERWISE ON FLOOR PLAN 13 "Z R:-iON" 6036 / 6026 SLIDE SYSTEM (OR EQUAL) 14 11Z4R3ON" 6236 SLIDE SYSTEM (OR EQUAL) 15 1-Z4RGON" 6436 SLIDE SYSTEM (OR EQUAL) 16 "GRASS" FILE RAILING SYSTEM (OR EQUAL) 0 5/8" x 4" MELAMINE 18 1/2" PLYWOOD I9 (2) LAYERS OF 1/211 PLYWOOD 20 3/4" PLYWOOD 21 3/411 x 4" PLYWOOD 22 3/4" x 4" OR 3" PLYWOOD BASE 23 2x BLOCKING AS REQUIRED 24 INSULATION KIT 25 SINK - SEE PLUMBING 26 WIRE CHASE AS REQUIRED 2i UNDER CABINET LIGHT FIXTURE - SEE ELECTRICAL 28 5/8" MELAMNE 29 6/8" GYPSUM WALLBOARD. Q3 5/8" METAL STUD WALL FRAMING. 31 RECESS TRACK- LEADING EDGE OF TRACK TO BE FLUSH WITH SURFACE 32 BASEBOARD. SEE FINISH SCHEDULE. 33 3/411 BLACK REVEAL 34 ALUMINUM SLIDING WINDOW. SEE INTERIOR ELEVATIONS. 35 KEYBOARD DRAWER SYSTEM. SEE SPECIFICATIONS. 36 WOOD VENEER PANELS - SEE FINISH FLOOR PLAN AND INTERIOR ELEVATIONS. GENEEfRAL NOTES 1. ALL INTERIOR MELAMINE SURFACE TO BE WHITE U.N.O. 2. GROMMET LOCATIONS NOT SHOWN ON CABINET DETAILS - REFER TO GROMMET DETAIL BELOW FOR TYPICAL REQUIREMENTS 3. REFER TO COUNTER PLAN BELOW FOR TYPICAL COUNTER LAYOUT REVISIONS BY 4 10 O U Lp ¢¢ tl E ¢_ �w 3 ci ti � = C 0. N M I 1 Q N o U a -� a� 0 U_ Z JWm Z V N `0 U_ c L. m °oM }JO 'D U m 0 LL. m Q I mWJ —vi M Q U�= o .L Z d ;, cpW >'tN —Hs 0O Z m N J Li Date: 05. 12. 14 Scale: AS NOTED Project Mgr. MY Drawn: JDS Job: 14-20 Sheet A5b H:\Prol ects\Proj ects 2014\14020 . FMC Gull Blvd. tnt. Medicine\04.CD\01-CD.A\04.Architec Wral\A05ab-CAB DTLS.dwg, 5/12/2014 2:42:45 PM, JSimon, Xerox 6604 PS.pc3 1" RIGID INSULATION 5/8" GYP°. WALL50AF I X 3 FURRI INTERIOR SEALANT i! REQUIRED EXISTING CMU WALL CONSTRUCTION PATCH AND REPAIR STUCCO AS REQUIRED TO MATCH AND ALIGN WITH EXISTING NEW 8" PRECAST LINTEL SEE DETAIL A/DI EXTERIOR SEALANT AS REQUIRED STOREFRONT WINDOW SYSTEM BY " YKK" - SEE WINDOW SCHEDULE 1" RIGID INSULATIC 5/8" GYP WALLBO< NEW 8" PI SEE DET, 1 x 3 FUR INTER SEALANT EXISTING CMU WALL CONSTRUCTION PATCH AND REPAIR STUCCO AS REQUIRED TO MATCH AND ALIGN WITH EXISTING EXTERIOR SEALANT STOREFRONT DOOR SYSTEM BY "YKK" 1 101 3TE-�O 3I '-0RON WINDOW SYSTEM HEAD DETAIL AIL J(DI EXTERIv1 % STOREFRONT DOOR "HEAD DETAIL I SEALANT STOREFRONT SYSTEM BY "YKK" wo - PATCH AND REPAIR STUCCO AS REQUIRED TO MATCH AND ALIGN WITH EXISTING 8"• .CONCRETE BLOCK 0 FIELD VERIFY EXISTENCE OF CONCRETE FILLED CELL WITH (1) 05 BAR IF NONE, PROVIDE NEW FILLED CONCRETE CELL WITH (1) 45 BAR SEE DETAIL A/01 SEALANT STOREFRONT POOR SYSTEM BY "YKKII EXTERIOR 5/0" SMOOTH SAND FLOAT FINISH STUCCO 8" CONCRETE BLOCK FIELD VERIFY EXISTENCE OF CONCRETE FILLED 4 CELL WITH (1) 05 BAR IF a NONE, PROVIDE NEW ? • FILLED CONCRETE CELL WITH (1) 115 BAR SEE DETAIL A/DI a INSULATIONI I , 1 P RIGID INSULATION P RIGID 5/8" GYPSUM • WD NET IX3 FURRIW_% 5/8" GYPSUM WALLBOARD IX3 FURRING rol 6 T•-•T WINDOW• • rol- •- STOREFRONT D••_ AM5 DETAIL SEALANT � REQUIRED INTERIC I x 3 FURRI STOREFRONT WINDOW SYSTEM BY "YKK" - SEE WINDOW SCHEDULE SEALANT AS REQUIRED EXTERIOR 0040 ALUMINUM SILL PAN SEE DETAIL 12/A6 C :ONT (STEM rERIOR A B C SOLID CORE HOLLOW ALUMINUM WOOD DOOR METAL DOOR STOREFRONT DOOR HOLLOW HOLLOW ALUMINUM METAL FRAME METAL FRAME STOREFRONT FRAME WINDOW scrL_lEDULE O TYPE SIZE MAAF. D8WK FLORID AL WJ PRODUCT FEMAIKS TYPE APPOA ER 4'-0" x 6'-0" YFW 400 TU 13269.1 1" INSULATED GLAZING - MATCH EXISTING (FILE VERIFY) O B 6'-4" x 6'-0" YFW 400 TU 13269.1 1" INSULATED GLAZING - MATCH EXISTING (FILE VERIFY) $ RIGs RE1" IA 1. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. 2. ALL EXTERIOR STOREFRONT WINDOW SYSTEMS ARE TO BE NON -IMPACT RATED INSULATED GLAZING WITH SOLAR GRAY TINT. 3. STOREFRONT FINISH TO MATCH EXISTING STOREFRONT SYSTEMS. 4. PRIOR TO INSTALLATION, SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL 5. FIELD MEASURE ALL MASONRY OPENINGS PRIOR TO FABRICATION - ALL NEW OPENING HEIGHTS TO MATCH EXISTING OPENING HEIGHT 6. NEW WINDOW HEIGHTS AND CONFIGURATION SHALL MATCH EXISTING WINDOWS. WINDOW TYPES EXISTING NAM-.00T 4'-0" 6'-4" CONCRETE , MATCH EXISTING SLAB TOP OF WALK i PATCH AND REPAIR STUCCO AS c E AT ENTRY _ REQUIRED TO MATCH AND ALIGN C 5/8" GYPSUM WITH EXISTING` WALLBOARD d~i d~i 9 w 0 W 1" RIGID 0 INSULATIONEXIST 5 4 5 4 (CONSTRUCTION NG OR NEW CMU A6 A6 �/� WALL -..- FW -- �W O A6 A6 JO 101 SCTE: 3" = 1'-0" T WINDOW sYsM SILL DETAIL AIL �I s I ORE IT DOOR SYSTErt THREs1IOLD DETAIL SCALE: 3" = I'-0" DOOR AND HARDWARE 804EDULE EXISTING STOREFRONT DOOR SYSTEM TO REMAIN. RE -KEY AS REQUIRED. VERIFY WORKING CONDITION OF EXISTING HARDWARE. REPAIR OR REPLACE AS REQUIRED. © V-0" x 1'-0" x 1 3/4" SOLID CORE WOOD DOOR IN HOLLOW METAL FRAME WITH PASSAGE HARDWARE SET. SEE DETAIL 10/A6. SEE DOOR TYPE "A" AND FRAME TYPE "A" © V-0" x 1'-0" x 1 3/4" SOLID CORE WOOD DOOR IN HOLLOW METAL FRAME WITH PRIVACY HARDWARE SET. SEE DETAIL 10/A6. SEE DOOR TYPE "A" AND FRAME TYPE "A" V-0" x 1'-0" x 1 3/4" SOLID CORE WOOD DOOR IN HOLLOW METAL FRAME WITH STOREROOM HARDWARE SET. SEE DETAIL 1/A6. SEE DOOR TYPE "A" AND FRAME TYPE "A" © V-0" x 1'-0" x 1 3/4" SOLID CORE WOOD DOOR IN HOLLOW METAL FRAME WITH OFFICE HARDWARE SET. SEE DETAIL 10/A6. SEE DOOR TYPE "A" AND FRAME TYPE "A" V-0" x 1'-0" HOLLOW METAL DOOR AND HOLLOW METAL FRAME WITH KEY OUTSIDE AND PANIC BAR DEVICE INSIDE, AUTOCLOSER, THRESHOLD AND WEATHERSTRIPPING. SEE DOOR TYPE "B" AND FRAME TYPE "B" 3'-0" X 1'-O" STOREFRONT DOOR IN FRAME WITH ONE CYLINDER LOCK (THUMB TURN INSIDE, KEYED OUTSIDE) CONCEALED AUTO CLOSER, THRESHOLD, WEATHER STRIPPING AND DOOR STOP AS REQUIRED. SEE DETAIL 1/A6, 2/A6, 3/A6. PROVIDE STANDARD PUSH, FULL. SEE DOOR TYPE "C" AND FRAME TYPE "C" - FL. PRODUCT APPROVAL 012522.1 - FIELD VERIFY EXISTING HEIGHT. EXISTING HOLLOW METAL DOOR AND HOLLOW METAL FRAME TO REMAIN. RE -KEY AS REQUIRED. VERIFY WORKING CONDITION OF EXISTING HARDWARE. REPAIR OR REPLACE AS REQUIRED. HINGES : CAL -ROYAL - US260 - BB31xUS26,TBW31xUS2(gp CLOSER : LCN - U6260 - 1460/1441 WALL STOP : CAL -ROYAL - U626D - CONW542 FLOOR STOP : CAL -ROYAL - U8260 - DSHP18 PASSAGE SET : SCHLAGE - U8260 - SATURN ALI08 PRIVACY SET : SCHLAGE - US260 - SATURN AL408 LOCK SET : SCHLAGE - US260 - SATURN AL50PD SINGLE DUMMY TRIM : SCHLAGH - US260 - SATURN ALI'10 STOREROOM LOCK : SCHLAGE - U5260 - SATURN AL80PD CLASSROOM LOCK : SCHLAGE - U5260 - SATURN AL10PD THRESHOLD : PEMKO - ALUM - 210A or 110A DOOR SWEEP PEMKO - ALUM - 315CN PULL HANDLE : DON-JO - US26D - 1114 KICK PLATE : DON-JO - ALUM - J102 PANIC DEVICE :MONARCH - MAL - 1910LDANE A551iMVIATIONs 8E6 STAINED t SEALED MTL METAL PNT PAINT WD WOOD HCN) HOLLOW CORE WOOD SC/WD SOLID CORE WOOD GL GLASS AN ANODIZED FINISH AL ALUMINUM FAC FACTORY FINISH HLW MTL HOLLOW METAL GENERAL 000offAR NOTES I. ALL DOORS/DOOR OPENINGS SHALL COMPLY WITH INTERNATIONAL FIRE PREVENTION CODE 2001 EDITION / NFPA 101 LIFE SAFETY CODE 12.12 WIDTH 12.1.4 SWING AND FORCE TO OPEN 12JS LOCKS AND LATCHES AND ALARM DEVICES 12.1b SPECIAL LOCKING ARRANGEMENTS 12.1.1 PANIC HARDWARE AND FIRE EXIT DEVICES 12.1.8 SELF CLOSING DEVICES 2. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING A.DA REQUIREMENTS. 3. ALL INTERIOR DOOR HANDLES SHALL BE SCHLAGE "AL" SERIES "SATURN". 4. ALL DOORS WITH AUTO CLOSERS SHALL HAVE BALL BEARMG TYPE HINGES 5. ALL EXTERIOR DOORS SHALL HAVE 320 FINISH HINGES. 6. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPING. 1. PROVIDE SEPARATOR OR TRANSITIONAL THRESHOLD AS REQUIRED BETWEEN DIFFERENT FLOOR FINISHES. 8. DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 10', THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (16MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR S. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN AN EXTERIOR DOOR SHALL NOT EXCEED SBLBF (31.5N). 10.THE MAXIMUM FORCE FOR PUSHING OR PULLING AN INTERIOR DOOR SHALL BE 51bf (222N). It. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO PLACING ORDER (4 COPIES) 12. CONTRACTOR TO FIELD VERIFY ALL OPENING SIZES BEFORE ORDERING 13. PROVIDE WALL OR FLOOR DOOR STOP AT ALL DOORS TYPICAL 14. ALL STOREFRONT DOORS AND FRAMES TO MATCH EXISTING STOREFRONT SYSTEM FNISHES. INSTALL BLACKENING FILM ON THE NTERIOR EXISTING WINDOW EXISTING WINDOW EXISTING 4 WAL GYPSUM INSIDE OF SOUND INSULATION - SYSTEM SYSTEM STRUCTURE - WALLBOARD INTERIOR GLAZING. SEE FLOOR PLAN FOR FIELD VERIFY METAL STUDS EXISTING WIDTH OF WINDOW 1 ' SOUND INSULATION - WINDOW SYSTEM FRAME PLUS I/8" LOCATION 1" RIGID a DOOR At 16" OG. SEE FLOOR PLAN FOR :....: INSTALL BLACKENING INSULATION! LOCATION FILM ON THE INSIDE 4 OF GLAZING. a° ---------- I PATCH AND i i �40 ALUMINUM ,I EXTERIOR INTERIOR EXTERIOR " REPAIR STUCCO -----------� i BRAKE ME 5/8 GYPSUM 5/8 GYPSUM REQUIRED TO� i FINISH AND WALLBOARD ° a.. AS AND ALIGN i COLOR TO WALLBOARDA. WITH EXISTING i 5/8" GYPSUM MATCH WINDOW \�tb 3 5/8" METAL i FRAME COLOR STUDS AT 16" k INSTALL SLACKENING i i WALLBOARD �P O.C. FILM ON THE INSIDE I ri 3 5/8" METAL EXTERIOR OF GLAZING. I x 3 FURRING JAMB ANCHOR LJ STUDS AT 16" O.G. INTERIOR METAL STUD FRAMING METAL STUD FRAMING EXTERIOR - SIZE TO BE - SIZE TO BE INTERIOR---------� 2 x 4 WOOD BUCK INTERIOR METAL STUD yQ VERIFIED IN FIELD. 5/8 G.W.B. OVER 1� VERIFIED IN FIELD. 5/8" G.W.B. OVER 1 � ���� � " ,� , L------------- J FRAMING -SIZE } SEALANT 5/8 G.W.E3. OVER TO 5E VERIFIED FURRING OVER I" 'Y i ; �! 9 FURRING OVER I" f �� EXISTING EXTERIOR r---� Ix3 FURRING OVER IN FIELD. s EXISTING EXTERIOR ?` HOLLOW METAL RIGID INSULATION !:- ., WALL RIGID INSULATION_�� k i WALL i SEALANT 1" RIGID INSULATION TO MATCH AND TO MATCH AND OC 3/6" HEM EDGE ALIGN WITH ALIGN WITH 1 p I DOOR FRAME TO MATCH AND .. � � • ADJACENT EXISTING ADJACENT EXISTING SEALANT i [l i NOLLCxU METAL ALIGN WITH ',ff, 040 MIL ALUMINUM PAN WALL WALL i i DOOR FRAME ADJACENT ; ` EXISTING WALL EXISTING EXTERIOR WALL *ALL JOINTS MUS= WATER TIGHT O-, INTERIOR WALL TO WINDOW DETAIL U-ALE:I1/21a1.-01INTERIOR UJALL ovER WINDOW DETAIL 9 EXTERIOR DOOR -HEAD / JAMB DETAIL O INT. DOOR - / JAMDETAIL DI INTERIOR UOU OY R WINDOW DETAIL JDI SILL PAN DETAIL SCALE: 1 1/2" ■ 1'-0" SO SCALE: 3" I'-0" SCALE: 3" I'-0" SCALE: 1 1/2" ■ I'-0" SCALE: 3" I'-0" REVISIONS B'Y 410 00 o �t- �' 8 � ❑. � N U o 2 a N °- I Q m o 3 - C ro 00 � N O • t� Qi' b -�-i N > p o G o� �a O ti U JWm Z U N U c� In _ 0 ° m M �QW '0 V �► m O m LL_ mWJ -H � O Z ° >. tQ��00a C � N _ OZm J_N LL- Date: 05. 12. 14 Scale: AS NOTED Project Mgr. MY Drawn: JDS Job: 14-20 Sheet A6 H:\Projects\Projects 2014\14020 - FMC Crall Blvd. Int. Medicine\04-CD\01-CD.A\04-Architectural\A06-DR & WIN SCHD.dwg, 5/12/2014 2:42:55 PK Aimon,Xerox 6604PS.pc3 �ooM FINISH SCHEDULE NO. ROOM BASE FLOORS IN WALLS S E W REMARKS NO. 101 'v%,A ITI PT'3 PTB PT1 Pi Pi Pi P1 - 1 U 1 102 EL EC I PHONE PTB PTi Pi P1 Pi P1 - 102 103 TOILET PTB PT1 P1 Pi P1 P3 - 103 104 RECEPTION PTB PT1 P1 Pi P1 P1 - 104 105 TOILET PTB PT1 P1 Pi P3 Pi - 105 106 OFFICE 1,1A lJA GER CB CPT P3 P1 Pi Pi - 106 107 CLOSET PTB PTi P1 Pi P1 Pi - 107 108 RECORDS / PHONE CB CPT P1 Pi P1 Pi - 108 109 CORRIDOR PTB PT1 P1 Pi Pi P1 109 1 10 NOT USED - - - - - - 1 10 1 11 REF ERA ILL CLERK PTB IPT1 Pi P1 P1 P1 - 1 i 1 112 DCAPA PTB PT1 P1 P1 P2 P1 112 113 EXA h,1 PTB PT1 ' 1 P1 P2 P1 - 1 13 114 D`A1A PTB PT1 P1 P1 P2 Pi - 114 115 DCAPd1 PTB PT1 Pi Pi P2 Pi - 115 116 EX 1,,1 PTB PT1 a 1 P 1 P2 P1 - 116 117 A RN P CB CPT P 1 Pi Pi P1 - 117 1 18 B REA KROOM PTB PT1 =' 1 P 1 P1 P1 - 118 119 CORRIDOR PTB PT1 -11 P1 Pi Pi - 119 120 NOT USED - - - - - - - 120 121 OFFICE CB CPT �::)1 P3 P1 Pi - 121 122 OFFICE CB CPT Pi P3 Pi Pi - 122 123 OFFICE CB CPT P1 P3 Pi P1 - 123 124 OFFICE CB CPT P1 P? Pi Pi - 124 125 CORRIDOR PTB PT1 Pi Pi P1 Pi 125 126 ECA M PTB PT1 D 1 P 1 '-'1 P2 - 126 ----------- ■ 127 EXAP,1 PTB PT1 P1 P1 Pi P2 - 127 I 128 D�AP,1 PTB PT1 P1 P1 P1 P2 -128 I RECORDS/ 129 EXA h1 PTB PT1 P 1 P1 P1 r '' 129 PHONE IMA+Cl4OOM 100 NOT USED - - - - 130 ma 118 ■ 131 EXAP,1 ;PROCEDURE PTB PT1 Pi Pi Pi P2 1: 1 132 NURSE STATION PTB PTi Pi P1 P1 Pi - 132 133 BLOOD DRAW AREA PTB PT1 Pi Pi Pi Pi 133 CLOSET - 134 EXAPv1 PTB PT1 Pi P1 Pi P2 134 1m7 13,5 DCAP,1 PTB PT1 P1 P1 Pi P2 135 CORRIDOR - ■ 136 TOILET PTB PT1 Pi Pi Pi P3 136 I ' i l 137 CLOSET PTB PT1 P1 P1 P 1 Pi 137 1m9 �� I I I � � 1 l i �i 138 TOILET PTB PT1 P1 P1 Pi Pi 138 ------ - - - _._ ---- 21 I 139 CLOSET PTB PT1 P1 P1 P1 Pi - 139 OWICE 1 b - --- J 140 NOT USED - - - - 140 MANAGER - w I III STATION 01 I I I I I I ( I / ---- L i TOILET CLObET 141 JANITOR PTB PT1 P1 1 Pi Pi - 141 fl i 1m6------- I EXAM E>OML_J L l_ J L_ OILETI �I ` 142 P,IEDS PTB PT1 P1 P1 Pi Pi - 142 TOILET ' 136 13� I ' 143 EXA P,1 PTB PT1 P1 P1 P2 P1 - 143 � 134 135 I � I / � 144 D(A 1',1 PTB PT1 P1 P1 P? Pi 144 i 1m3 � jo i�� �v RECEPTION \ - - ' Q 5TATION "2 " dv = ■ 1 45 EXA I'v1 PTB PT1 P1 Pi `'� F'1 145 1 W Imo I ~ E' '� 1 g J Q Ol�tCE;INISI-I 1"I,4TRI�4L LEGEND II, _c1flu__7Li I Q I/�I 122 / I I �I TOILET PNONE m d.p of \ �, �I ■ Material Abb. Maker, Model, Manufacturer STATION "3 I 1 I I t�lJ Floors 102 I N_. _� JANITOR Carpet C;-'T Provided and Installed b�, f net- - to �� ,� �i EXAM 141 ------J --- 1--------- EXAM EXM r----- 1 145 144 143 C"�1 Pnrcelairl Tile PT1 Provided and Installed by Owner STATION 04 1 1 III I I r I I I I I I I I 14z v' inv I Cf_)niDnsitinn Tile VCT Tarkett "Oatmeal" 1356- 12" x 12" x 118"thick � l—J I 1 L- --- ------ oFFICL� Ba se I' I I 123 Carpet CB Provided and Installed by Owner 125 Porcelain Tile Ba e PTB Provided and Installed b Owner IL _JI _ II I I n II u u I Y �__- - - -- --� F_ -1 i Vinyl Base VB Johnsonite "Sandalwood" 45; 4" Cove itJIj li,LI __'L__J 1L=_J -`� �- _J L__ EXAM / Walls and Ceilings - _ _ ` 1 I EX,4M EXAM EXAM EXAM 1 U AITING -� ' � 1 Olat� ICC 21 "Baked Scone", Eggshell Finish on Walls - Flat Finish on Ceilings, Epoxy =� u I 131 129 128 12� 126 '"'�1 24 I r'aint P1 P I `\ I I Finish in Toilets 11 1ml I��i � i��l I I , �„`, ' i I J P2 ICWGlidden "Brown Bag" 10YY 35/196; Eggshell Finish on Walls I ; ,�I I 1�rir'� ' 'tom_- Sherwin Williams "Nomadic Desert" SW-6107, Eggshell Finish on Walls, Flat I n I I — Ir I II!! 1 I I I III I P.-, ! ' 1 of 10 °I IJ ' !' r Finish on Ceilings- Epoxy Finish in Toilets P4 Sherwin Williams "Divine White" SW-6105; Rat Finish on Ceilings Doors & Trim Dnors IDS Algoma "White Bich" Door Trim='alrlted DTP ICVGlidden "Brown Bag" 10YY 35l196, Semi Gloss Chi Based Enamel Finish Ca binetry Counters PL1 Formica "Mineral Sepia" 3446-58, Matte Finish Cabinets PL2 Wilsonart "Shaker Cherry" 7935-07 Transaction Counters at Check In 1 Cambria "Cherrybrook" Counters Only Transaction Counters at Check In,-;1 �:�:anhria "Chenvbronk" Counters Only Miscellaneous Cubical Curtains cc Arc Com"Esplanade" AC-32702, Sand 3; 72" wide, 12"h x 13-25"v approx repeat, 100% Polyester, Contact: Aron Fehr (727) 510-4026 • ALL PAINT TO BE BEHR PRODUCT, COLOR TO MATCH THE ABOVE SELECTED COLORS. • ALL PAINT COLORS TO BE VERIFIED WITH OWNER BEFORE ORDERINGS 101 FINISH FLOOR PLAN SCALE: 3/16" = I'-m" vv � � � i � )EXAM EXAM EXAM EXAM EXAM I 11� I I I Ill 112 113 114 115 116 I I r----ten I III' I III I _J I III REVISIONS BY- ' Y H:\Projee;ts\Prgj eds 2014\14020 - FMC Gall Blvd. Ira. Medicine\04CD\01-CD.A\01-Archilectura(\lDl-FINISH.dwg, 5/12/20142:43:05 PM, JSimon, Xerox 6604 PS.{x3 SION 1 GENERAL.. NOTES DIVISION 3 CONCRETE DIVISION �4 MASONRY (CONT.) DIVISION S MOORS AND WINDOWS DIVISION S DOORS AND WINDOWS (CONT.) N D134D SWOP DRA UN1 a6, PRODUCT DATA AND 641F LES SECTION 033W CAST- IN-I°LA+CE CONCRETE 1.01 REINFORCING BARS SECTION Ii06111 STANDARD STEEL DOORS AND FRAMES SECTION 1>064113 ALWIPW-FRAMW ENTRA►NCE8 t ' WP4Q=PI4OMT SYSTEM A MWORCING BARS SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM Allb. INSTALL YKK AP YES 48 F&PI SERIES GENERAL rPA PART 1 GENERAL LONGITUDINAL SIDE ROWS N MORTAR FOR THEIR ENTIRE LENGTH WiN MINIMUM COVER OF 5/8 NCH ON PART 1 GENERAL EXTERIOR SIDE OF WALL,1/2 INCH ELSEWHERE PART I GENERAL EMENTS INCLUDED lml GpNERAL lml GENERALMIT 1 W411ARY �A SHOP DRAWINGS, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR AS A COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATION$ AND STANDARDS, EXCEPT W ERE IDS THRU-WALL FLASHING: A PROVIDE DOORS AND FRAMES COMPLYNG WITH STEEL DOOR INSTITUTTE "RECOMMENDED SPECIFICATIONS SECT ONIINCLUDES- ALUMINUM STO�ONT INCLUPM ESSARY WHfRf NOT INDICATED, SO ARCHITECT CAN Rf1IIfW, SELECT, CHECK FOR CONFORMIANCf, MORE STRINGENT RI=C�U(REMENTS ARE SHOW OR SPECIFIED. A THRU-WALL FLASHING SHALL BE 20 MILL tHICK, i'O1 YVMYL CHLORIDE SHEET, BLACC IN COLOR AS STANDARD STEEL DOORS AND FRAMES" ANSi/SDI-100. L YKK AP SERIES YES 4b FS STOREFRONT BYSTi] 1 (MONOLITH(C GLAZMGG) , AS REQUIRED. 1. ACI 318 15UILDNG CODE REWIREMENTS FOR REINFORCED CONCRETE' MANUFACTURED BY AMERICAN CYANAMID, BF. GOODRICH, OR SANML INSTALL IN ACCORDANCE WITH B. MANUFACTURER TO BE A MEMBER OF THE STEEL DOOR INSTITUTE IE: CECO BUILDING PRODUCTS, REPUBLIC 2. YKK AP SERIES YES 45 F( STOREFRONT SYSTEM (MSULATED GLAZINGG) 2. CONCRETE REINFORCNG STEEL INSTITUTE (CRSU,"MANUAL OF STANDARD PRACTICE." MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS BUILDERS PRODUCTS OR STEEL CRAFT. B. RELATED SECTIONS: ED REQUIREMENTS B. PLACE THRIJ-WALL FLASHING ON SLOPNG BED OF MORTAR SEAL PENETRATIONS IN FLASHING WITH C. SUPPLIER TO BE A STOCKING DISTRIBUTOR FOR ORE OF THE LISTED MANUFACTURERS WITH NO LESS THAN L SEALANTS: REFER TO DIVISION 1 JOINT TREATMENT SECTION FOR SEALANT REQUIREMENTS. Q DESIGNATED N THE CONSTRUCTION SCHEDULE, OR N A SEPARATE COORDINATE SCHEDULE, THE DATES FOR 1.02 FORMS ADHESIVE/SEALANT/TAPE AS RECOMMENDED BY FLASHNG MANUFACTURER INSTALL FLASHING AS SHOW, FIVE YEARS OF DISTRIBUTION FOR SAME MANUFACTURER SUPPLIER TO HAVE A 'UL' OR "WARtN OCK. 2. GLASS AND GLAZING: REFER TO DMSiON 8 GLASS AND GLAZING SECTION FOR GLASS AND GLAZING REQUIREMENTS, SUBMISSION AND THE DATES THAT R"IEWIED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES WILL BE NMDEC A FORMS ARE TO BE OF PLYWOOD, METAL, METAL -FRAMED PLYWOOD FACED, OR OTHER ACCEPTABLE PANEL- CARRYING FLASHING LP FACE OF SHEATHING AT LEAST 8 NC14ES AND BEHIND BUILDING PAPER HERSEY' CERTIFIED FABRICATION SHOP. 3. SINGLE SOURCE RECL IRIMT: ALL PRODUCTS LISTED BELOW SHALL BE BY THE SAME MANUFACTURER ALLOW SUFFICIENT TIME N THE SCHEDULE FOR ARCHITECT FEVIEW AND POSSIBLE RESUBMiTTALS IF REQWRM. TYPE MATERIALS TO PROVIDE CCNTNUOUS, STRAIGHT, SMOOTH, D1206ED SURFACES, FURNISH N LARGEST A SECTION 08 32 13 SLIDING ALUMINUM - FRAMED GLASS DOORS PRACTICAL SIZES TO MINIMIZE NUMBER OF JOINTS. 109 WEEP HOLES 1m2 DOORS B. SECTION Ce 51 5 ALUMINUM WINDOWS. 103 SHOP DRAWINGS B. DESIGNI, ERECT, SUPPORT, BRACE, AND MAINTAIN FOF41 WORK TO SUPPORT VERTICAL AND LATERAL, STATIC A DEEP HOLES ARE TO BE OF COTTON SASH CORD WITH 2 INCHES EXPOSED AND 18 INCHES M CAVITY. A EXTERIOR DOORS TO BE GRADE II, MINIMUM 18 GA AbO GALVANNEALED FACE SHEET WITH 16 GA STEEL C. SECTION 08 4413 GLAZED ALUMINUM CURTAIN WALLS. D. SECTION 08 44 33 SLOPED GLAZNG ASSEMBLIES. A DRAWINGS SHALL BE PRESENTED IN A CLEAR AND THOROUGH MANNER AND DYNAMIC LOADS THAT MIGHT BE APPLIED UNTIL CONCRETE STRUCTURE CAN SUPPORT SUCH LOADS. SPACE WEEP HOLES AT 24 INCHES ON CENTER HINGE CHANNEL, FLUSH TOP CHANNEL AND INVERTED BOTTOM CHANNEL. CORE TO BE HONEYCOMB OR 1. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NMBERS MAMTAN FORM WORK CONSTRUCTiCK TOLERANCE COMPLYING WiTH ACi 341. B. INSTALL WEEP HOLES IN THE HEAD JOINTS IN THE EXTERIOR SiDE OF THE FIRST COURSE OF MASONRY POLYSTYRENE. DOOR TO HAVE FACTORY APPLIED PRIMED INVERTED TOP, CHANNEL WITH SHOP APPLIED L02 SYSTEM PERF0141ANCE DESCRIPTION SHOW ON CONTRACT DRAWINGS. C. CONSTRUCT FORMS TO SIZES, SHAPES, LINES, AND DIMENSIONS SHOW TO OBTAIN ACCURATE ALIGNMENT, IMMEDIATELY ABOVE 1=IM5EDDED FLASHING. CAP IS NOT ACCEPTABLE A MaARDMENTS: PROVIDE ALUMINUM STOMFR NT SYSTEMS THAT COMPLY 2. SHEET SHALL BE LABELED WITH CORRECT JOB NAME, LOCATION, ARCHITECTS PROJECT NUMBER AND LOCATION, GRADES, LEVEL, AND PLUMB WORK N FINISHED STRUCTURE. PROVIDE OPENINGS N FORM WORK TO 13 INTERIOR DOORS TO BE GRADE II, MINIMUM 20 GAGE COLD ROLLED STEEL FACE SHEET WiTH 16 GAGE WITH FERF-ORMANCE REQUIREMENTS INDICATED, AS DHIONSTRATED BY TESTING MANUFACTURER'S SUBCONTRACTOR'S COMPANY NAME, ADDRESS, PHONE NUMBER AND NAME OF RESPONSIBLE ACCOMMODATE WORK OF OTHER TRADES. DETERMINE SIZE AND LOCATION OF OPENINGS, RECESSES, AND CHASES 1.10 WEEP VENTS STEEL HINGE CHANNEL CORE TO BE HONEYCOMB OR POLYSTYRENE. ASSEMBLIES IN ACCORDANCE WITH TEST METHOD INDICATED. REPRESENTATIVE OF COMPANY. FROM TRADES PROVIDING SUCH ITEMS. ACCURATELY PLACE AND SECURELY SUPPORT ITEMS BUILT INTO FORMS. A WEEP VENTS 1/4" WIDE (N JOINT) AT LEAST 4' LONG. SPACED AT 32" O.G. N TOP COURSE. 3. DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AM ADJACENT COMPONENTS L03 FRAMES l WIND LOADS COMPLETED STORC-fRONT SYSTEM SHALL WITHSTAND WIND PRESBIIZE LOADS NORMAL TO WALL PLANE OF THE WORK. 1.03 POW COATINGS 1.11 LINTELS A EXTERIOR DOOR FRAME TO CONFORI'1 TO SDI/ANSI A2500-1998. FABRICATED OF 16 GA A60 GALVANNEALED NDICATED: A PROVIDE COMMERCIAL FORMULATION FORM -COATING COMPOUNDS WiN A MAXIMUM VOC OF 350 MG/L THAT A INSTALL STEEL LINTELS WERE INDICATED. STEEL CORNERS TO BE FACE WELDED AND GROUND SMOOTH. PAINT AREA WITH A RUST INHIBITING PRIMER A EXTERIOR WALLS: L04 PRODUCT DATA WILL NOT BOND WITH, STAN, OR ADVERSELY AFFECT CONCRETE SURFACES AND WILL NOT IMPAIR SUBSEQUENT ANCHORS TO 13E CONCEALED. U POSITIVE PRESSURE` 2) NEGATIVE PRESSURE: A PREPARATION: TREATMENTS OF CONCRETE SURFACES. 1.12 CLEANING B. INTERIOR DOOR FRAME TO CONFORM TO SDI/ANSI AMA-113M. FABRICATED OF 16 GA COLD ROLLED B' INTERIOR WALLS (PRESSURE ACTING IN EITHER DIRECTIONAL 1. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS WHICH ARE SPECIFICALLY A CLEAN EXPOSED MASONRY BY SCRUBBING WiN FIBER BRUSH AND CLEANER TO REMOVE LAITANCE, I STEEL CORNERS TO BE FACE WELDED AND GROUND SMOOTH. PANT AREA WITH A RUST NW15ITNG PRIMER COVERED BY THE SUBMITTAL. REFERENCE ALL NUMBERS TO CORRESPOND TO THOSE IN CONTRACT 104 GRANULAR BASE EXCESSIVE MORTAR EFFLORESCENCE AND STAN& DO NOT USE MiURATIC ACID. ANCHORS TO BE CONCEALED. PREP FRAME FOR THREE SILENCERS. 2. DEFLECTION: MAXIMUM ALLOWABLE PEI'LECT(ON M ANY DER WHEN TESTED N ACCORDANCE DOCUMENTS. Q BASE IS TO BE EVENLY GRADED MiXTURE OF FINE AND COURSE AGGREGATES TO PROVIDE, WHEN COMPACTED WITH ASTM E 330-W WITH ALLOWABLE STRESS N ACCORDANCE WITH AA SPECIFICATIONS FOR 2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. A SMOOTH AND EVEN SURFACE BELOW SLABS ON GRADE. END OF SECTION 04200 Imo HARDWARE ALUMAMLM STRUCTURES. 3. SHOW DIMENSIONS AND CLEARANCES REQUIRED. A PREPARE DOOR AND FRAME TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND A WITHOUT HORIZONTAL& L/1T5 OR 3/4' (MM) MAXIMM . 4. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS. 1.05 VAPOR BARRIER TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER B. WITH HORIZONTAL& LRS OR L/140 # 1/4' (641 M) FOR SPANS GREATER THAN 13'-b" (CM) 5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE SUBMITTAL.. AND A BARRIER TO BE 6 MIL, POLYETHYLENE, WITH WATER VAPOR TRANSMISSION RATE OF OWGRAMS/SWA� FOOTMODUR WHEN TESTED M ACCORDANCE WITH ASTM E 56, METHOD B. PROVIDE MANUFACTURER'S DIVISION 5 METALS /� � Q� LOB FIRE RATING BUT LE88 THAN 40'-O" (122M). B. MANUFACTURER'S STANDARD SCHEMATIC DRAWINGS DIAGRAMS: 3. THERMAL MOVEMENT: PROVIDE FOR THERMAL MOVEMENT CAUSED BY 180 DEGREES F. (822 DEGREES C.) SURFACE 1. MODIFY DRAWINGS AND DIAGRAMS TO DELETE NFORMATION WHICH IS NOT APPLICABLE TO THE WORK RECOMMENDED MASTICS AND GUSSET TAPE. A ALL DOOR AND FRAMES TO BE FiRE LABELED SHALL HAVE APPROPRIATE LABELS TO MEET NFPA AND TEMPERRATUIREWITHOUT CAUSING BUCKLING STRESSES ON GLASS, JOINT SEAL FAILURE, UNDUE STRESS ON STRUCTURAL. 2. SUPPLEMENT STANDARD INFORMATION TO PROVIDE NFORMATiON SPECIFICALLY APPLICABLE B. FOLLOWING LEVELING AND TAMPNG OF GRANULAR BASE FOR SLABS ON GRADE, PLACE VAPOR BARRIER LOCAL BUILDING CODES. IT SHALL BE THE RESPONSIBILITY OF THE DISTRIBUTOR TO VERIFY ALL ELEMENTS, DAMAGING LOADS ON FASTENERS, REDUCTION OF PERFORMANCE, OR DETRIMENTAL EFFECTS. TO THE WORK SHEETING WITH LONGEST DIMENSION PARALLEL WITH DIRECTION OF POUR LAP JOINTS 6 INCHES AND SEAL NONE SPECIFIED MODIFICATIONS WILL MEET THE NFPA AND LOCAL BUILDING CODES. JONTS. 4. AIR MFILTRATICK WHEN TESTED IN ACCORDANCE WITH ASTM E 283-91 AT DIFFERENTIAL STATIC 105 SAMPLES A OFFICE SAUMIPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY TO CLEARLY PART 2 REINFORCING MATERIALS DIVISION rp WOOD and PLASTICS END OF SECTION 08111 PRESSURE OF 624 PSF (299 PA), COMPLETED STOFREFRONT SYSTEMS SHALL HAVE MAXIMUM ALLOWABLE INFILTRATION OF: ILLUSTRATE : a.= CRAM' (031 MIM M') FOR YES 46 FS SYSTEMS. 1. FUNCTIONAL CHARACTERISTICS OF T1E PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT 2.01 REINFORCING MATERIALS SECTION 9=11 FLIW4 WOOD DOORS b-00 CFMFT' (018 M'/Hi`i') FOR YES 46 FI SYSTEMS DEVICES AND TECHNIQUES. A. REINFORCING BARS SHALL COM FLY WITH ASTM A 65, GRADE 40, DEFORMED WELDED WIRE FABRIC SHALL SECTION 9*4110 CUSTOM 5. WATER INFiLTRATION- No UNCONTROLLED WATER OTHER THAN CONDENSATION ON NDOOR PACE OF ANY 2. FULL RANGE OF COLOR TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT NO ADDITIONAL COST. COMPLY WITH ASTM A 186, WELDED STEEL WIRE FABRIC. PART I GENERAL COMPONENT TESTED IN ACCORDANCE WIN ASTM E 331-93 AT TEST FMRESSURE DIFFERENTIAL OF:B. SUBMIT ONLY SPECIFIED COLOR RANGE F DIFFERENT FROM MANUFACTURER'S STANDARD RANGE. B. SUPPORTS FOR RENFORCMG, BOLSTERS, SHAIRS, SPACERS, AND OTHER DEVICES ARE TO COMPLY WITH PART I CABINETS1ml a.10 10 PSF (415 PAJ FOR YES 45 FS SYSTEMS. ALL SAMPLES OF A PARTICULAR PRODUCT, ASSEMBLY, WIT, ETC, SHALL BE SUBMITTED AT THE SAME CRSI SPECIFICATIONS. GENERAL OLIO PSF (419 PA) FOR YES 46 FI SYSTEMS.TIME TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN SAMPLES. C. COMPLY WITH CRSI RECOMMENDED PRACTICE FOR 'PLACING REINFORCNG BARS," FOR DETAILS AND METHODS lml DOOR FRONTSDRAWER FRONTS, KICKS AND SPLASHES A DO NOT DELIVER DOORS OR INSTALL UNTIL CONDITIONS FOR TEMPERATURE AND RELATIVE HUMIDITY HAVE IS TO BE FREE OF RUST AND MILL SCALE OF RENFORCEM T PLACEMENT AND SUPPORTS REINFORCEMENTA , KICKS, SPLASHES AND COUNTER TOPS SHALL BE 3/4 THICK PLYWOOD SURFACED WITH HIsHH PRESSURE BEEN STABILIZED AND WILL BE MAINTAINED IN STORAGE AND INSTALLATION AREAS DURING REMAINDER OF BEEN L03 SUBMITTALS 106 SUBMITTALS AND OTHER MATTER THAT WILL ADVERSELY AFFECT BOND WITH CONCRETE DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACE AND EDGES. CONSTRUCTION PERIOD. A GENERAL: PREPARE, REVIEW, APPROVE, AND SUBMIT SPECIFIED SUBMITTALS IN ACCORDANCE WITH AN A PERMITS, LICENSES, D CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES OF PERMITS, D. INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICAL LAP ADJOINING PIECES AT LEAST ONE FILL B. DOOR FRONTS, DRAWER FRONTS AND CABINET BODES SHALL BE 5/8 BLACK MELAMINE WITH HiGH 'CONDITIONS O° THE CONTRACT' AND DIVISION I SUBMITTALS SECTIONS. PRODUCT DATA, SHOP LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES, MESH AND LACE SPLICES WITH WIRE. OFFSET LAPS OF ADJOINING WIDTHS To PREVENT CONTINUOUS LAPS PRESSURE DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACES AND EDGES. 102 102 INTERIOR FLUSH WOOD SOLID CORE DOORS DRAWINGS, SAMPLES, AND SIMILAR SUBMITTALS ARE DEFINED IN 'CONDITIONS OF THE CONTRACT' AN RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE D RECORDS ESTABLISHED IN CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON IN EITHER DIRECTION C, STYLE SHALL BE FLUSH OVERLAY WITH SQUARE EDGES. PROVIDE DOORS 1 3/4', 5 OR 1 PLY, PARTICLE BOARD CORE, CONFORR'iING TO AWI SECTION WO FACE VENEER SHALL BE PREMIUM STAIN GRADE BiRCH. EDGE STRIPS SHALL BE HARDWIOOP. STiLE B• PRODUCT DATA SUBMIT PRODUCT DATA FOR EACH TYPE STOREFRONT SERIES SPECIFED. PERFORMANCE OF THE WORK 202 CONCRETE A PORTLAND1 CEMENT - ASTM C 150, TYPE 1, AGGREGATE - ASTM C33 (3/4" MAXI READY -MIX CONCRETE L02 CABNET BACKS EDGE SHALL NOT BE LESS THAN 2 3/8' THICK EDGE BEFORE TRIMMING AND SHALL BE SPECIES COMPATIBLE WITH FACE VENEER TOP AND BOTTOM AND BOTTOM EDGE SHALL NOT BE LESS THAN 1 C. SUBSTiTUT106. WHENEVER SUBSTITUTE PRODUCTS ARE TO BE CONSIDERED, SUPPORTNG TECHNICAL 1.01 CONTRACTOR RESPONSIBILITIES SHALL COMPLY WITH REQUIREMMENTS OF ASTM C 54, AND AS SPECIFIED. COMPLY WITH ACI 304 'RECOMMENDED A 5/8' WHITE MELAMINE BOXES ON BASE AND UPPERS. FINISH INTERIOR FACE TO MATCH CABINET INTERIOR. 1/8"1 TRIMMING. DATA SAMPLES, AND TEST REPORTS MUST SUBMITTED TEN (10) WOWING DAYS PRIOR TO BID DATE IN ORDER TO MAMA A VALID COMPARISON. A REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION. TE PRACTICE FOR MEASURiNG, MIXING, TRANSPORTING, AND PLACING CONCRE" REQUUIRED SLUMP RANGE L03 DRAWERS �3HARDWARE B. DETERMINE AND VERIFY: 3' TO 5'. A FRAMES SHALL BE GRASS ZARGEN DRAWER SLIDE SYSTEM OR EQUIVALENT. ALL EXPOSED A. PREPARE DOOR TO RECEIVE HARDWARE N ACCORDANCE WITH THE DOOR SCHEDULE AND D. SHOP DRAWINGS- SUBMIT SHOP DRAWINGS -HOMING LAYOUT, PROFILES, AND PRODUCT 1. FIELD MEASUREMENTS. B. A QUALIFiED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS ON VIEW PORTIONS SHALL BE FINISHED TO MATCH INTERIOR OF CABINET BODIES. TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER. COMPONENTS, NCLUDING ACHORAGE, ACCESSORIES, FINISH COLORS AND TEXTURES. 2. FIELD CONSTRUCTION CRITERIA SITE ALL TESTS SHALL BE PERFORMED AFTER THE ADDITION Of WATER TO THE MIX B. PREPARATION OF FIRE DOORS TO 13E DONE AT THE FACTORY OR AN APPROVED 'UL' OR 3. CATALOG NUMBERS AND SIMILAR DATA I. CYLINDER STRENGTH TESTS - ASTM C39* ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR Imo SHELVES, DIVIDERS, AND BOTTOMS 1UARNOCK HERSEY" SHOP. UM E. SAMPLES: SUBMIT VERIFICATION SAMPLES FOR COLORS ON ACTUAL ALUMINSUBSTRATES 4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS. FRACTION THEREOF. TEST ONE CYLINDER At 1 DAYS AND TWO At 28 DAYS. HOLD THE FINAL CYLINDER A SHELVES ON THE INTERIOR Of CABINETS (BEHIND DOORS), BOTTOM IN CABINET, AND VERTICAL ENDERS INDICATING FULL COLOR RANGE EXPECTED N INSTALLED SYSTEM. C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. IN RESERVE SHALL BE 5/8" WHITE MELAMINE. EXPOSED FACES SHALL MATCH CABINET BODY INTERIOR FINISH, ALL END OF SECTION 08211 F. QUALITY ASSURANCE / CONTROL. SUBMITTALS: DO NOT SUBMIT NON -CONFORMING PRODUCTS. 2. SLUMP TESTS - ASTM C143. EXPOSED FRONT EDGES, INCLUDING SHELF EDGES, SHALL BE FINISHED WITH ONE (1)ED TAPFRONT EDGE SUBMIT L TEST REPORTS: CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED D NOTIFY THE ARCHITECT N WRITING, At THE TIME OF SUBMISSION, OF ANY DEVIATIONS N THE SUBMITTALS FROM C. DEPOSIT CONCRETE N FORMS N HORIZONTAL LAYERS NOT DEEPER THAN 24 INCHES AND N A MANNER t0 SECTION M41LS A "114,111-PR 21M ON I IIANM S 8TI I SYSTEM PERFORMANCE CHARACTERISTICS AND PHYSICAL PROPERTIES. REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS. AVOID INCLINE CONSTRUCTION JOINTS. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUUIFMETNT 105 PLASTIC LAMINATE YKK AP 38HH SWING DOOR 2. INSTALLER QUALIFICATION DATA: SUBMIT INSTALLER WALFICATION DATA E BEGIN NO FABRICATION OR WORK WHICH REQUIRES SUBMITTALS UNTIL RETURN OF SLBi'MITTALS WITH SUPPLEMENTED BY HAND SPADNG, RIDDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR A, 1/16' THICK MATERIAL ON HORIZONTAL SURFACES AND 1/32" ON VERTICAL SURFACES. ANRCHITECT'S CONFORMANCE REVIEW. CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACT 303 (GENERAL NOTE: ALL EXTERIOR CORNERS OF COUNTER TOPS TO HAVE A RADIUS OF 11/2"). PART I GENERALG. CLOSEOUT SUBMITTALS. F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS D. DEPOSIT AND CONSOLIDATE CONCRETE SLABS IN A CONTINUOUS OPERATION AND N A MANNER SO THAT L WARRANTY: SUBMIT U4RRANiY DOCUMENTS SPECIFIED HEREIN. SHALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR ACCEPTANCE. CONCRETE IS THOROUGHHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO PAW 2 PIRODlJGtB 1.01 SUMMARY ASECTION INCLUDES: ALUMINA OWING DOORS, INCLUDING: 2. FR JECT RECORD DOCUMENTS: SUBMIT PROJECT RECORD DOCUMENTS FOR INSTALLED MATERIALS IN CORiiM. BRNG SLAB SURFACES TO PROPER LEVEL WITH STRAIGHTEDGE AND STRIKE OFF. SLAB TO BE L Y14C SERIES 205 NARROW STILE SWING ENTRANCES. ACCORDANCE WiN DIVISION i i08 SUBMISSION REQUIiREMENTS FREE OF HUMPS AND HOLLOWS. MAINTAIN RENFORCING IN PROPER POSITION. FULL WELDING LURE FABRIC 2ml HARDWARE A YKK AP SERIES MEDIUM STILE SWING ENTRANCES PROJECT CLOSEOUT (PROJECT RECORD DOC"WS) SECTION. A MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN SUCH SEQUENCE TO CENTER OF SLAB, FABRIC LOCATED AT BOTTOM OF CONCRETE SLABS WILL BE REJECTED. A HINGES: 'GRASS 120 DEGREE SNAP -ON SERIES' FULL OVERLAY SELF CLOSED 3. 3. YIQC AP SERIES W WIDE STILE SWING ENTRANCES. L04 QUALITY ASSURANCE AS TO CAUSE NO DELAY N THE WORK OR N THE WORK OF ANY OTHER CONTRACTOR F. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES WITH A POWER -DRIVEN TROWEL CONSOLIDATE Y STA B. RILLS : 3' BRUSHED ALUMINUM FINISH BY STANLEY OR EQUAL FINAL SELECTION TBD 0DW 4. YHQC AP SERIES 20DH MARROW 8111.E HHURRICAIE (SHAlt1ERED APPLICATIONS) SWINCs ENi'RAlLNCES. A QUALIFICATIONS: B. NUMBER OF SUBMITTALS REWIRED: CCNCRETE SURFACE BY FINAL HAND -TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM N C. DRAINER GLIDES: SEE SPECIFICATION ABOVE B.RELATED SECTIONS: L INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED (AS DETERMINED BY CONTRACTOR) TO 1. SHOP DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHiC 4 THE CONTRACTOR REQUIRES, TEXTURE AND APPEARANCE. GRIND SMOOTH SURFACE DEFECTS THAT WOULD TELEGRAPH THRUM -I APPLIED D. LOCK: NATIONAL LOCK "23-26D (DOOR), GCS-8138-26D (DRAWER). L GLASS AND GLAZING REFER TO DIVISION 8 GLASS AND GLAZING SECTION FOR GLASS AND GLAZING FER IRA WORK OF THIS SECTION WHO HAS SPECIALiZEED IN THE INSTALLATION OF WORK SIMILAR t0 PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE FLOOR COVERING SYSTEM. E. KEYBOARD DRAWER ACC URIDE CBRG EO - TRAY 200 KEYBOARD SYSTEM BY ACCURiDE RE�IREhE1NTS. THAT REQUIRED FOR THIS PROJECT. IF REQUESTED BY OUTER SLWIT t 1JCE LiST OF COMPLETED SiZE IS 24" x 36" FOR ANY ONE SHEET. F. ALL CONCRETE SHALL BE CURVED IMMEDIATELY AFTER FNIS14NG OPERATIONS IN ACCORDANCE WITH ONE OF 2. SINGLE SOURCE REQURBMENT: ALL PRODUCTS LISTED BELOW SHALL BE BY THE SAME MANUFACTURER PROJECTS. 2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR R1=QUIRES, PLUS THREE (3) THE FOLLOWING METHODS PART 3 INSTALLATION a. SECTION 06 32 13 SLIDING ALUMINUM - FRAUD GLASS DOORS. 2. MANUFACTURER QUALIFICATIONS: MANUFACTURER CAPABLE OF PROVIDING FIELD SERVICE WHICH WiLL BE RETAINED BY THE ARCHITECT. 1. APPLY A 30 PERCENT SOLIDS LIQUID MEMBRANE FRAMNG CHEMICAL CURING COMPOUND N ACCORDANCE 301 INSTALLATION b.SECTION 06 5113 ALUMNM WINDOWS. REPRESENTATION DURING CONSTRUCTION PROCESS. 3. SAMPLES- SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NO NUMBER IS GIVEN, VERIFY CORRECT NUMBER WiN ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF TWO (2) SAMPLES. WITH ASTM C-309. 2. PROVIDE CONTINUOUS MOISTURE TO CONCRETE N ACCORDANCE WITH ACI 301. A PROVIDE WOOD BACK BLOCKNG At PROPER LOCATIONS N PAR rrrIONS FOR CASEWIORiC ATTACHMENT. r-SECTION 06 4413 GLAZED ALUMINM CURTAIN WALLS d.SECTION 08 44 33 SLOPED GLAZING ASSEMBLIES. B. MOCK-UPS (FIELD CONSTRUCTW> INSTALL AT PROJECT SITE A JOB MOCK-UP USING ACCEPTABLE PRODUCTS AND PROVIDE SITTALS AS REQUIRED BY THE INDIVIDUAL SECTION, BUT NO LESS THAN THAT STATED ABOVE 4 SUBMITTALS G. PROVIDE CORNER BARS AT ALL WALL FOOTINGS TO MATCH HORIZONTAL BARS. END OF SECTION 06410 L02 SYSTEM PEtRFORI'MANCE DESCRIPTION MANUFACTURER APPROVED INSTALLATION METHODS. OBTAIN OWNER S AND ARCHITECT'S ACCEPTANCE OF FINISH COLOR AND WOR1aMANSIHIP STANDARD. C. SUBMITTALS SHALL CONTAIN AFERFOR!'MMNCE REWIRIMENTS: PROVIDE ALUMINUM SWING DOORS THAT COMPLY WITH PERFORMANCE REQUIREMENTS L MOCKAF SIZE I. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS. END OF SECTION 03300 INDICATED, AS DEMONSTRATED BY TESTING MANFACTURERS ASSEMBLIES INACCORDANCE WITH TEST METHODS 2. MAINTENANCE: MAINTAIN MOCK-UP DIKING CONSTRUCTION FOR WORKMANSHIP COMPARRISON* REMOVE 1. THE PROJECT TITLE AND NUMBER MD1G.,4.1EA AND LEGALLY DISPOSE OF MOCK-UP WHEN NO LONGER REQUIRED. 3. CONTRACT IDENTIFICATION. L AIR INFILTRATION (SINGLE ACTING BUTT HINGES OR OFFSET PIVOTS): AIR INFILTRATION SHALL BE TESTED IN 3. INCORPORATION: MOCK-UP MAY BE INCORPORATED INTO FINAL CONSTRUCTION IRON OWNER'S APPROVAL. /�' THERMAL MOISTURE 4. THE NAMES OF: ACCORDANCE WITH ASTM E 183-91 AT STATIC PRESSURE OF L51 PSF rM PA). INFILTRATION SHALL e. CONTRACTOR. b. SUBCONTRACTOR 1� iVISiON �' MASONRY DIVISION p'� 1 ION NOT EXCEED THE FOLLOWING: , , &FOR 20D/10DN SINGLE DOORS: 0J8 CFM#T (L02 M /HIM) OF CRACK LENGTH. C. PRE -INSTALLATION MEETINGS: CONDUCT PRE -INSTALLATION MEETING to VERIFY PROJECT REQUIR�NtB, SUBSTRATE CONDITIONS, MANUFACTURER'S INSTALLATION M81RUC1TON8, AND a SUPPLIER 1- IICAW = b.FOR 2ODl10DH PAR OF DOORS: 050 C2i'M/PT (153 M'44M') OF CRACK LENGTH. MANFACTURER'S WARRANTY REWIRE? ETNTS. G%oR 35D/50D SINGLE DOORS 0.43 CFM/FT (1rH4 M'/HM') OF CRACK LENGTI-I MANUFACTURER SECTION "00 WIT MASONRY SECTION "10 a,IILDM IN k"TION d.FOR 35D/60D PAIR OF DOORS: OM CFM/FT (2B3 MI/NM') OF CRACK HL LENGT L05 PROJECT CONDITIONS / SITE CONDITIONS 5. IDENTIFICATION HE PRODUCT, WITH THE SPECIFICATION SECTION NUMBER 2. STRUCTURAL: DOOR CORNER STRUCTURAL STF4ENGGTH SHALL BE TESTED PER YW APS DUAL MOMENT TEST A FIELD MEASUREMENTS: VERIFY ACTUAL MEASUREMETNTS/OPENUNGS BY FIELD MEASUREMENTS BEFORE 6. FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH. PART 1 GENERAL PART I GENERAL PROCEDURE AND CERTIFIED BY AN NDEPENDENT TESTING LABORATORY TO ENSURE COF44ER INTEGRITY AND WiELD FABRICATION* SHOW RECORDED MEAD ENTS ON SWOP DRAWINGS. COORDINATE FIELD MEASUREMENTS, 1. RELATION To ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS. COMPLIANCE. CERTIFIED TEST PROCEDURES AND RESULTS ARE AVAILABLE UPON REQUEST. FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID CONSTRUCTION DELAYS. S. APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO ASTM OR FEDERAL SPECIFICATION NUMBERS. 1.01 GENERAL 3. UNIFORM LOAD TEST: 9. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS. 101 GENERAL Q NIS SECTION INCLUDES CONCRETE WIT MASONRY, GLAZED TILE UNIT MA° Y, AND MORTAR A COAT INSULATION EXPOSED TO VIEW M FINISH WORK WITH CEMENTTTIOUS COATING. INSTALL COATING STRICTLY A.SMGLE DOORS: 60 POP. �, WADY 10. IDENTIFICATION OF OPTIONS AVAILABLE, BUT NOT NDICATED IN THE SPECIFICATIONS, SUCH AS IN ACCORDANCE WITH COATING MANUFACTURER'S INSTRUCTION. APPLY COATING APPROXIMATELY 3/I6" hPAIR OF DOORS: 60 PSF. COLOR FINISH, TEXTURE, ETC. WITH COMPLETE SAMPLES OR LISTING INCLUDED IN THE SUBMITTAL FOR GLAZED MASONRY UNITS THICK TEXTURE SURFACE WITH A PANT ROLLER 4. FORCED ENTRY RESISTANCE: 300 LBS. SATISFACTORY. A PROJECT WARRANTY: REFER TO 'CONDITIONS OF THE CONTRACT' FOR PROJECT WARRANTY PROVISIONS. ARCHITECT'S SELECTION.lm2 11. INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOW ON THE SHOP DRAWINGS SHALL BE A. MANUFACTURED BY 'ASTRA-GLAZE" (MANFACTURERTH S LICENSED BY TFS49 INDUSTRIES, INC) 102 GENERAL BUILDING INSULATION 103FROJECT CONDITIONS / SITE CONDITIONS B. M1ANlFAGTIARERS WIARRANTY: SUBUNIT, FOR OUIERS ACCEPTANCE, MANUFACTURERS STANDARD Ub4RRANTY DIMENSIONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUSION. CONTACT: DOUG YOUNG AT 800-358-3003 COLOR - BANTER RED A RIGID BOARD INSULATION TO BE I" CELOTEX - TIFF "R'. AFIELD MEASIJEhENTS: VERIFY ACTUAL MEASUREMMENTS/OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION* SHOW RECORDED hEASUREMENTB ON SWOP DFL4WING8. COORDINATE HELD MEASUREMENTS, FABRICATION SCHEDULE WITH DOA EXECUTED BY ,AUTHORIZED COMPANY OFFICIAL. MANFACiURER'S WARRANTY IS IN ADDITION TO, AND NOT A LIMITATION OF, OTHER RIGHTS OWNER MAY HAVE UNDER THE CONTRACT DOCUMENTS. 11. IDENTIFICATION OF REVISIONS ON SUBMITTALS. B. MANUFACTURED BY "SPECTRA -GLAZE' II OWWACTURERS LICENSED BY BURNS 4 RUSSELL COMPANY) B. BLANKET INSILATIONI TO BE UNPAGED MINERAL FIBER WITH THERMOSETTING RESINS TYPE I. MINERAL FIBER CONSTRUCTION PROGRESS TO AVOID CONSTRUCTION DELAYS. L BENEFICIARY: ISSUE WARRANTY N THE LEGAL NAME OF THE PROJECT OWNER 13. AN 8" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS. SUPPLIED BY SHIELY MASONRY PRODUCTS AT 612-686-1100 SHALL BE MA:M.FACT'URED FROM GLASS. 2. WARRANTY PERIOD: MANUFACTURER'S STANDARD WARRANTY COMMENCING ON DATE OF SUBSTANTIAL COMPLETION. 14. CONTRACTOR'S SCAMPS, INITIALED OR SKGN, CERTIFYING THE REVIEW OF SUBMITTAL, VERIFICATION CP COLOR: DESIGNER COLOR SERIES, SIGNATURE COLLECTION, COLOR - RED ONE. C. APPLY INSULATION WITS COMPLYING WITH MANUFACTURER'S RECOMMENDATIONS. INSTALL BLANKET L0481BMITTALS PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, 00 COORDINATION OF C. BLOCK SHALL CONFORM TO ASTM C-W 4 C-144, NORMAL. WEIGHT, TYPE If. FACE APPEARANCE AND FACE C. INSULATION IN STUD WALLS. BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE A.GEIERAL-- PREPARE, REVIEW, APPROVE, AND SUBMIT SPECFIED SUBMITTALS IN ACCORDANCE WITH "CONDITIONS OF PART 2 PRODUCTS THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE UIORK AND OF CONTRACT DOCUMENTS. SIZE (NOMINAL) : SINGLE SCORE SMOOTH FACE 8' x 16" WITH FACTORY FORMED CONCAVE (PROFILE) PROVIDE PERMANENT PL4CfMENt. THE CONTRACT" AND DMSION 1 SUBMITTALS SECTIONS. PRODUCT DATA SHOP DRAWNNGS SAMPLES,AND SIMILAR 'CONDITIONS lm9 RESUBMISSION REQUI�NTS VERTICAL JOINT. RAKED JOINT WILL BE POINTED CONCAVE IN FIELD. LAY BLOCK M STACKED BOND WITH SUBMITTALS ARE DINNED IN OF THE CONTRACT' BPRODUCT DATA: SUBMIT PRODUCT DATA FOR EACH ENTRANCE SERIES SPECIFIED 20MANFACE(ACCEPTABLE MANFAC1UlRE DUCTS) A ACCEPTABLE NUFACCTURERS: YKK AP AMERICA INCM. MAKE ANY CORRECTIONS OR CHIANGES IN THE SUBMITTALS REQUIRED BY THE ARCHITECT AND RESUBMIT ALMED VERTICAL JOINT APPEARANCE. lm3 SOUND ATTENUATING INSULATION C,&MTITUUTION& WHENEVER SUBSTITUTE PRODUCTS ARE TO BE CONSIDERED, SUPPORTING TECHNICAL DATA, SAMPLES, 16MQ THE �� SUITE � UNTiL ACCEPTED. A SOUND INSULATION SHALL BE A5 MANUFACTURED BY OIUfNS-CORNING: FIBERGLASS, FIBERGLASS NOISE AND TEST REPORTS MIST BE SUBMITTED TEN (10) WORKING DAYS PRIOR TO BID DATE IN ORDER TO MAKE A VALID AUST AUSTFIL, GA 30168 B. SHOP DRAWINGS AND }'RODUL"T DATA: 1. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL.. SUBMITTAL 103 CONCRETE BLOCK A PROVIDE CONCRETE BLOCK WITS THAT ARE MANUFACTURED TO SPECIFIED FACE DIMENSIONS WITHN BARRIER BAITS. INSTALL M STUD WALLS AND CEILINGS WERE INDICATED ON THE DRAWINGS. FIT INSULATION TIGHTLY BETWEEN STUD MEMBERS. COMPARISON D. SHOP DRAWINGS: SUBMIT SWOP DRAWINGS SHOWING LAYOUT, PROFILES, AND PRODUCT COMPONENTS, INCLUDING TELEPHONE: (618) 838-6000* FAX: (618) 838-6001 L STORMONT SYSTEM: YKK AP YES 46 FS STOREFRONT SYSTEM. 2. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED BY THE ARCHITECT. TOLERANCE SPECIFIED IN THE APPLICABLE REFERENCED ASTM C-90 SPECIFICATION FOR CONCRETE ANCHORAGE, ACCESSORIES, AND FINISH COLORS ESAMF'LES: SUBMIT VERIFICATION SAMPLES FOR COLORS. MNMI'M 242 INCH BY 3 NCH (61 MM BY 13 MM) SAMPLES ON 2. STOREFRONT SYSTEM: YKK AP YES 45 PI STOREFRONT SYSTEM C SAMPLES: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL. SUBMITTAL MASONRY WITS. CONCRETE BLOCK SHALL BE NORMAL WEIGHT LOAD BEARING TYPE MANUFACTURED FROM SAND -GRAVEL AGGREGATE, TYPE 11. END OF SECTION 01210 ACTUAL ALUMMM SUBSTRATES INDICATNG FULL COLOR RANGE EXPECTED N INSTALLED SYSTEM B. STOREFRONT FRAMING SYSTEM: 1.10 DISTRIBUTION B. LAY CONCRETE BLOCK WITS WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. SECTION oi9®� JOINT erEALERe F. QUALITY ASSURANCE / CONTROL SUBMITTALS: L TEST REPORTS: SUBMIT CEMRTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED PERFORMANCE L DESCRIPTION: CENTER RABBET, EXTERIOR FLUSH GLAZED* JAMBS AND VERTICAL MMLLLI" CONTINUOUS: HEAD, SILL, INTEWEDIATE HORIZONTAL ATTACHED BY SCREW SPLINE JOINERY. Q DISTRIBUTE REPRODUCTION O= SHOP DRAWINGS AND COPIES OF PRODUCT DATA WHICH CARRY THE BED WEBS M MORTAR M STARTING COURSE ON fOOtMCiB AND IN ALL COURSES O= PIERS, COLUMNS, AND CHARACTERISTICS AND PH'fSIGAL i'T.IOPERIIES. 2. COMPONENTS: MANUFACTURERS STANDARD EXTRUDED ALUMINUM EXPANSION MULLIONS, 0-5 ARCHITECT'S STAMP OF CONFORMANCE TO: PILASTERS, AND WHERE ADJACENT TO CELLS OR CAVITIES TO BE FILLED WITH GROUT. LAY CONCRETE PART I GENERAL 2. INSTALLER QUALIFICATION DATA: SUBMIT INSTALLER QUALIFICATICN DATA DF_GREE HINGED MULLIONS, 90 DEGREE CORNER POSTS, FLEXIBLE CORNER POSTS, THREE WAY 1. JOB SITE FiLE. INCH BLOCK N RUNNING BOND. JOINTS TO BE 3/5 ES WIDE 1.01 GENERAL &CLOSEOUT &WITTALS: CORNER POST, W-T10 DEGREE FLEXIBLE CORDER POSTS, ENTRANCE DOOR FRAMING, AND INDICATED 2. RECORD DOCUMENTS FILE. lm4 MORTAR AND GROUT MATERIALS A PROVIDE JOINT SEALERS, JOINT FILLERS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH L WARRANTY: SUBMIT EXECUTED WARRANTY DOCUMENTS SPECIFIED HEREIN, ENDORSED BY YKK AP AIUTHHORiZED OFFICIAL AND INSTALLER SHAPES. 3. SUBCONTRACTORS. Q MORTAR FOR UNIT MASONRY SHALL CONFORM TO THE REQUIREMENTS OF "PROF�OR'TION SPECIFICATIONS" ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION AS � 2. PROJECT RECORD DOCUMENTS: SUBMIT PROJECT RECORD DOCUMENTS, INCLUDING OPERATION AND MAINTENANCE 2.02 MATERIALS 4. SUPPLIER OR FABRICATOR OF ASTM C210. USE TYPE M MORTAR FOR MASONRY WOW IN CONTACT WITH EARTH, AND TYPE N FOR ALL DEMONSTRATED BY SEALANT MAUFACTURER BASED ON TESTING AND FIELD EXPERIENCE PROVIDE DATA FOR INSTALLED MATERIALS IN ACCORDANCE WITH DIVISION 1 PROJECT CLOSEOUT (PROJECT RECORD 5. OWNER (70 BE DISTRIBUTED BY THE ARCHITECT). OTHER MASONRY WOW COLOR OF MORTAR TO BE COMPATIBLE WITH BRiCK PROVIDE SAMPLES TO THE COLORS TO MATCH ADJACENT FINISH SURFACES. DOCUMENTS) SECTION A EXTRUSIONS: ASTM B 221(ASIM B 221M), 6063-T5 ALUMINUM ALLOY. OWER REPRESENTATIVE OF MANUFACTURER'S PULL COLOR RANGE COARSE GROUT SHALL CONFORM TO B. PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE WHICH ARE NONSTAINING, ARE COMPATIBLE WITH a.MAINTENANCE DATA: MAINTENANCE PROCEDURES FOR CARE AND CLEANING OF ENTRANCE SYSTEMS. I.11 ARICHiTECT'S DUTIES ASTM C416 WITH 1/4' MAXIMUM AGGREGATE, 8" - 11' SLUMP. JOINT SUBSTRATE, SEALANTS, PRIMERS, AND OTHER FILLERS, AND ARE APPROVED FOR APPLICATIONS B. ALUMINUM SHEET: A REVIEW SUBMITTALS WiN REASONABLE PROMPTNESS AND N ACCORD Ulm SCHEME ALLOW A MINIMUM B• ACCURATELY MEASURE MORTAR MATERIALS BY VOLLIE. USE A DRUM -TYPE MiXER MIX SAND, LIME, AND INDICATED BY SEALANT MANUFAC RER. Im'QUALITY ASSU TRANCE AQUALFICATIONS. L ANODIZED FINISH: ASTM B 205 (ASTM B 2 M), DM-1414 ALUMINUM ALLOY, 0"' (121 MM) OF TEN (10) WORKING DAYS FOR REVIEW, UNLESS SPECIAL HANDLNG IS ARRANGED IN ADVANCE. B. AFFiX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQ UIREMETITS FOR RE&BMITTAL OR CEMENT DRY TO WFORM COLOR ADD WATER TO BRING MORTAR TO PROPER CONSISTENCY FOR USE MIX FOR C. SEALANTS. SEALANTS SHALL BE AS FOLLOWS OR EQUAL: L ONE -PART POLYURETHANE: L INSTALLER QUALIFICATIONS: NSTALLER EXPERIENCED (AS DETERMINED BY CONTRACTOR) TO PERFORM WORK Of MMMUM THICKNESS. 2. PANTED FINISH: ASTM B 205 (ASTM B 209 M), 3003-H14 ALLMMUM ALLOY, 0080" (l95 MM) CONFORMANCE OF SUBMITTAL ACCEPTANCE IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND At LEAST 3 MINUTES AFTER WATER HAS BEEN ADDED. USE MORTAR WITHIN 21/2 HOURS AFTER INITIAL MIXING. TWO-PART POLYURETHHANE. THIS SECTION WHO HAS SPECIALIZED IN THE INSTALLATION OF WORK SIMILAR TO That REQUIRED FOR THIS PROJECT. F THIS MNMUM THICKNESS. GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS OF MATERIALS C. TOOL EXPOSED JOINTS WEN THUMBPRINT HARD TO A SMOOTH, SENSE CONCAVE SURFACE. PONT UP ALL 3. SILICONE: REQUESTED BY OWNER, SUBMIT REFERENCE LIST OF COMPLETED PROJECTS. WILL NOT BE REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS JOINTS, INCLUDING CORNERS AND OPENINGS, TO PROVIDE A NEAT, UNFORM APPEARANCE. DURING TOOLING D. COMPLY WiN JOINT SEALER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION APPLICABLE TO 2. MANUFACTURER QUALIFICATIONS: MANUFACTURER CAPABLE O° PROVIDNG HELD SERVICE REPRESENTATION DURING CONSTRUCTION PROCESS. 2.03 ACCESSORIES OF THE CONTRACT DOCUMENTS. OF JOINTS, ENLARGE ANY VOIDS, EXCEPT WEEP HOLES, AND COMPLETELY FILL WITH MORTAR PRODUCTS AND APPLICATIONS INDICATED. CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT BU"IOCK-UPS (FIELD CONSTRUCTED}. INSTALL AT PROJECT SITE A JOB MOCK-UP USING ACCEPTABLE PRODUCTS AND A MA ENER& STANDARD ACCESSORIES Z L F FASTENERS: ZINC PLATED STEEL CONCEALED FASTENERS* HHARDENED ALUMINA ALLOYS OR ANSI C. RETURN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RESUBMISSION Im5 CORRUGATED WALL TITS SEALERS. PRIME WHERE RECOMMENDED BY SEALER MANUFACTURER DO NOT ALLOW MIGRATION OF MANUFACTURER APPROVED INSTALLATION METHODS. OBILER' TAIN OS AND ARCHITECT'S ACCEPTANCE OF FNIS14 COLOR PPR 300 SERIES STAINLESS STEEL EXP05ED FASTENERS, COIMERSWC, FINISH TO MATCH AJJMANIM A C0R1R<UGATED WALL. TiES SHALL BE 1/8 INCHES WIDE,1 INCHES LONG, 22 GAUGE HOT -DIPPED GALVANIZED, PRIER ONTO ADJACENT SURFACES. MASK UUERE REQUIRED TO PROTECT ADJOINING SURFACES FOR AND W ORICIANSHIP STANDARD. COLOR, END OF SECTION 01340 CORRUGATED STEEL FASTEN TES THROUGH SHEATHING, INTO STRUCTURAL STUDS BEHIND. MAINTAIN AIR STAINING OR DAMAGE BY CLEANING METHODS TO REMOVE SMEARS. E APPLY SEALANTS IN A MANNER SO THAT APPEARANCE 18 THAT OF A SMOOTH, UNIFORM, SLIGHTLY L MOCK-UP SIZE: 2. MAINTENANCE: MAINTAIN MOCK-UP DURING CONSTRUCTION FOR WOIO IANS 41P COMPARISON* REMOVE AND 2. SEALANT: NON -SKINNING TYPE, AAMA W33 3. GLAZING* SETTING BLOCKS, EDGE BLOCKS, AND SPACERS N ACCORDANCE WITH ABTA C 864, SPACE BETWEEN THE BRICK AND SHEATHNNG B. SPACE ANCHORS NOT MORE THAN 16 INCHES ON CENTER VERTICALLY AND 16 INCHES ON CENTER CONCAVE BEAD. TOOL WITH CAULKING TOOL AS REQUIRED WITHN 10 MINUTES OF APPLICATION. ALL LEGALLY DISPOSE OF MOCK-UP WI -EN NO LONGER REQUIRED. 3. INCORPORATION: MOCK-UP MAY BE NCORPORATED INTO FINAL CONSTRUCTION UPON OWNER'S APPROVAL SHORE DUROMETER HARDINESS AS RECOMMENDED BY M1ANUFACTIIRER* GLAZING GA64TTS IN HORIZONTALLY WITH NOT LESS THAN ONE ANCHOR FOR EACH 2 SQUARE FEET OF WALL AREA INSTALL ADDITIONAL ANCHORS WITHIN ONE FOOT OF OPENINGS AND AT INTERVALS AROUND PERM -TER NOT SEALED JOINTS ARE TO BE WATER-TIGNT. P• BACKER ROD: POLYETHYLENE FOAM BACKER ROD, NONSTAINING, CLOSED -CELL, EXPANDED C~PRE-INSTALLATION MEETINGS: CONDUCT PRE -INSTALLATION MEETING TO VERIFY PROJECT RECIIA�NTS, SUBSTRATE CONDITIONS, ACCORDANCE WITH, ASTM C 964. 2�4 RELATED MATERIALS (SPECIFIED N OTHER SECTIONS) DIVISION 2 SITE ��� EXCEEDING 8 INCHES. ETH POLYETHYLENE FOAM As MANUFACTURED BY DOU CHEMICAL ETHLFOAM. FURNISH WITH ROUND EDGE IN MANIFAC11PEfi8 1Ns7ALLATION INSTRUCTIONS AND MANAUFactuRER's WARRANTY 1REa11RE1ENTs. 106 JOINT REWORCMCs tH1cIOESe REQUIRED. A GLA88: REFER TO DIVISION 8 GLASS AND GLAZING SECTION FOR G1A88 MATERIALS. 6PECP1En Q JOINT REINFORCING FOR CONCRETE BLOCK WALLS SHALL BE DUR-O-WALL PRODUCTS, OW-0-mu TRUSS END OF SECTION 01900 205 FABRICATION DESIGN, STANDARD, AT 16' o.C. B. PROVIDE CONTINUOUS HORIZONTAL JOINT REINFORCEMENT AS INDICATED. PROVIDE CONTINUITY AT A SHOP ASSEMBLY: FABRICATE AND ASSEMBLE WITS WITH JOINTS ONLY At INTERSECTION OF ALUMINUM CORNERS AND WALL INTERSECTIONS BY USE OF PREFABRICATED "L' AND 'T" SECTIONS. CUT AND BEND MEMBERS WITH WIFORMM HHAIR M JONTS3 RIGIDLY SECURE, *0 SEALED N ACCORDANCE WITH REINFORCEMENT WITS AS DIRECTED BY MANUFACTURER FOR CONTINUITY AT RETURNS, OFFSETS, AND MiANUFACTURER'S RECOMMENDATIONS. L HARDWARE: COLL AND OJT TO TEMPLATE FOR HAJRDWARE. REINFORCE FRAMES AND DOOR OTHER SPECIAL CONDITIONS. STILES TO iRECEIVE HARDWARE N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. WELDING: CONCEAL WELDS ON ALUMINUM MEMBERS IN ACCORDANCE WITH AM RECOMMENDATIONS OR METHODS RECOMiENDED BY MANFACTURER MEMBERS SHOWING WELDING BLOOM OR DISCOLORATION ON FINISH OR MATERIAL DISTORTION WILL BE REJECTED. REVISIONS BY 0 � R UUD � 'D Q o $ ti ; u �a - g �zfii CV Y G a c ..- G. 4- N O U K 2 U L QQM-'3 .� >. ti 3 o = � 3 Q � U � " c N m 1 �1 I .I 0 -at © - Colo, u 75 � . cv o 6 Cq c:, aC .�0 o� Y r J~ 10 U Q. -J N V) O ti CU J Wm Z (, � N V N,n c� c oVWmO.-I 'O . m Li. =o I mW J -vi aQ os C Z t .�L. t W)pM EW >,w rN Z m Q4100000IN LL- Date: 05. 12. 14 Scale: AS NOTED Project Mgr. MY Drown: JDS Job: 14-20 Sheet N1 H:\Projects\Projects 2014\14020 - FMC Gall Blvd. Int. Medicine\04-CD\OI-CD.A\04-Architectural\NI2•SPECS.dwg, 5/12/2014 2:43:15 PM, JSimon, Xerox 6604 PS.pc3 DIVISION S DOORS AND WINDOWS (CONT.) DIVISION s DOORS AND WINDOWS (CONT.) DIVISION S FINISHES (CONT.) DIVISIONS FINISHES (CONT.) 206 FINISHES AND COLORS 103 SUBMITALS SECTION OW90 STUCCO FINISH SECTION I®M.&DO VINYL COMPOSITION TILE A ANODIZED FINISH: YKK AP AM RJ A ANODIZED PLUS@ FINISH: A PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL DATA FOR EACH GLAZWs MATERIAL, FABRICATED PART 1 GENERAL PART I C*-TERAI- L CLEAR YKK AP YSN WITH CLEAR PROTECTIVE COMPOSITE COATING. GLASS PRODUCT REQUIRED AND SEALANT INCLUDED INSTALLATION AND MANTENANCE INSTRUCTIONS, 1.01 SUMMARY 2. MEDIUM BRONZE: YKK AP YBN WITH CO CLEAR PROTECTIVE MPOSITE COATING. 3. DARK BRONZE: YKK AP Y85N WITH CLEAR PROTECTIVE COMPOSITE COATING, PERFORMANCE CRITERIA, ETC_ B. SAMPLES: SUBMIT FOR VERIFICATION PURPOSES 12 NCH SQUARE SAMPLE OF EACH TYPE OF GLASS 101 SUMMARY A MATERIALS AND INSTALLATION OF CEMENT STUCCO ON HOLLOW MASONRY, EXTERIOR A PROVIDE TYPE AND STYLE AS SCHEDULED N TFE FINISH MATERIAL SCHEDIJL E 4. BLAdG YKK AP YKN WITH CLEAR PROTECTIVE COMPOSITE COATING 5. CHAMPAGNE: YKK AP YH3N WITH CLEAR PROTECTIVE COMPOSITE COATING. INDICATED, INCLUDING MIRRORS, MOUNTING HARDWARE AND MATERIALS. GRADE PLYWOOD AND FETAL LATH ALSO FURNISH AND INSTALL METAL, LATH, STUCCO WRAP B. ADHESIVES. I. PROVIDE WHITE LATEX CARPET ADHESIVE SUCH AS WUD. HENRY COMPANY NO 356, ROBERTS 6. WHITE: YKK AP YU13N WITH PROTECTIVE COMPOSITE COATING. C. CERTIFICATE: SUBMIT CERTIFICATES FROM RESPECTIVE MANUFACTURERS, ATTESTING THAT GLASS AND AND ACCESSORIES. COMPANY NO.41-0504, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED B. ANODIZED FINISHING: PREPARE ALUMINUM SURFACES FOR SPECIFIED FNISHt APPLY SHOP FNIS14 IN GLAZING MATERIALS F;URNJS ED FOR PROJECT COMPANY WITH REQUIREMENTS, INCLUDE ALL REQUIRED 1.02 DELIVERY, STORAGE AND HANDLING FOR THE PURPOSE BY THE MANFACTURER OF THE SELECTED CARPET. ACCORDANCE WITH THE FOLLOWING: WARRANTIES. A DELIVER ALL CEMENT MATERIALS N ORIGINAL CONTAINERS BEARNG MANUFACTURERS NAME AND 2. PROVIDE SEAM ADHESIVE SUCH AS WA HENRY COMPANY NO.246, R05ERTS COMPANY NO. L ANODIC COATNG: ELECTROLYTIC COLOR COATING FOLLOWED BY AN ORGANIC SEAL APPLIED I. GLASS MANUFACTURER SHALL SUBMIT A CERTIFIED LETTER STATING THAT ALL GLASS SIZE AND THICKNESS IDENTIFICATION. 41-05M, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE N ACCORDANCE WITH THE REQUIREMENTS OF AAMA 612-02. ALUMINUM EXTRUSIONS SHALL BE FOR ALL GLAZNG OPENINGS MEET OR EXCEED THE WIND LOAD REQUIREMENTS AS SPECIFIED N SECTION S. DELIVER NEW, FLAT STRUCTURAL METAL LATH N ORGNAA PACKAGING. PROTECT PRODUCTS FROM BY THE MANUFACTURER OF THE SELECTED CARPET. PRODUCED FROM QUALITY CONTROLLED BILLETS MEETING AA-6063-115. 08410, ALUMINUM ENTRANCES AND STOREFRONT$, AND SECTION 08521, ALUMINUM WINDOWS. _ MOISTURE AND HUMIDITY. STORE UNDER COVER OFF GROUN N A DRY LOCATION, C. AT INTERSECTION OF CARPET AND FLOOR TILE, PROVIDE ROPPE COMPANY, INC. VINYL TILE CARPET JOINER A EXPOSED SURFACES SHALL BE FREE OF SCRATCHES AND OTHER SERIOUS BLEMISHES. PISS OR EQUIVALENT. B. EXTRUSIONS SHALL BE GIVEN A CAUSTIC ETCH FOLLOWED BY AN ANODIC OXIDE TREATMENT AND THEN SEALED WITH AN ORGANIC COATING APPLIED WITH AN 104 DELIVERY, STORAGE AND HANDLING 103 SUBMITTALS A MANUFACTURERS SPECIFICATION AND PRODUCT DATA FOR STUCCO APPLICATIONS. D. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER ELECTRODEPOSITION PROCESS. A PROTECT GLASS AND GLAZING MATERIALS DURNG DELIVERY, STORAGE AND W40LNGG TO COMPLY WITH INSTALLATION, AS SELECTED BY THE CONTRACTORR, SUBJECT TO THE APPROVAL OF THE ARCHITECT. C. THE ANODIZED COATING SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF AAMA 612-02: MANUFACTURER'S DIRECTIONS AND AS REQUIRED TO PREVENT EDGE DAMAGE TO GLASS AND GLAZING B. STUCCO WRAP STRUCTURAL METAL LATH AND ACCESSORIES, SUCH AS CORNER BEAD, CONTROL JOINTS, ETC. E ALLOW THE OWNER TO INSPECT AND SELECT FROM SCRAP CARPET REMAINING AFTER THE INSTALLATION. VOLUNTARY SPECIFICATIONS, PERFORMANCE REQUIRE W8 AND TEST PROCEDURES FOR MATERIALS FROM EFFECTS CP MOISTURE INCLUDING CONDENSATION, OF TEMPERATURE CHANGES, OF PART 2 PRODUCTS BWDLE, WRAP N BURLAP, AND DELIVER TO THE OWNER THE CARPET SCRAPS SO SELECTED. COMBhED COATINGS OF ANODIC OXIDE AND TRNJSPAFENT ORGANIC COATINGS, ON DIRECT EXPOSURE TO SW, AND FROM OTHER CAUSES. END OF SECTION OWSO ARCHITECTURAL ALUMINUM. TESTING SHALL DEMONSTRATE THE ABILITY OF THE FNIS14 TO B. STORE IN LOCATION TO PREVENT ANY DAMAGE. REPLACE GLASS OR GLAZING MATERIALS AT ANY PONT 201 JOB MIXED INGREDIENTS RESIST MASIFROM T IIAND A MONLY FOUND ON MIRING THE CONTRACT PERIOD AT NO COST TO OINER A PORTLAND CEMENT, ASTMC 150 TYPE I, MIXED N ACCORD WITH MANUFACTURERS NSTRUCTIONS. SECTION �W Cs�IRPETII�s CONSTRUCTION ANp MOIST THE LOSS OF COLOR B. WATER CLEAN AND POTABLE D. OVERALL COATING THICKNESS FOR FINISHES SHALL BE A MNIMUM OF 0.1 MILS. 105 GUARANTEE C. METAL LATH PART 1 CsENERAL 2) CASS CORROSION RESISTANCE TEST, CASS 240/ASTM 83" TEST METHOD. A PROVIDE MINIMUM TEN (10) YEAR GUARANTEE FOR ALL GLASS PRODUCTS, INCLUDING GUARANTEE AGAINST L STRUCTURAL METAL LATH SHALL BE 34 POUND EXPANDED METAL SHEET WITH SOLID PARALLEL RIBS. 3) OTHER AAMA 2605 PERFORMANCE TESTS SPECIFIED N THESE SPECIFICATIONS, SUCH AS:13 DRY SILVER SPOILAGE OF ALL MIRE, PERFORMANCE OF GLAZING SEALANTS, TEC. 2. METAL LATH SHALL BE 3.4 POUND DIAMOND MESH METAL LATH. 1.01 SUMMARY FILM HARpNESSt 1B2 SALT SPRAY RESISTANCEt 1.512 COLOR RETENTION, SOUTH FLORIDAt 1.514 ACTURER FOR STUCCO APPLICATION 3. ACCESSORIES FURBISHED BY SAME MANUFACTURER. A PROVIDE TYPE AND STYLE AS SCHEDULED N THE FINISH MATERIAL SCHEDULE GLOSS RETENTION, SOUTH FLORIDA C. HIGH PERFORMANCE ORGANIC COATING FINISH PART 2 PRODUCT$ D. MECHANICAL FASTENERS L NAILS, 8d RING SHANK HOT DIP GALVANIZED OF SUI�ICIENT LENCsHTH TO PENETRATE PLYWOOD BACKING B. ADHESIVES. I. PROVIDE WHITEEX LATEX CARPET ADHESIVE SUCH AS W.W. HENRY COMPANY NO 356, ROBERTS L TYPE FACTORY APPLIED TWO -COAT 10% KYNAR RESIN BY ARKBMA OR 10% HYLAR RESIN BY 201 GLASS I NOW COMPANY 4, AN EQUAL APPROVED BY THE ARCHITECT AND REC.OMF ENDED SOLVAY SOLEXIS, FLUOROPOLYMER BASED COATING SYSTEM, POLYVNYLIDENE FLUORIDE (PVF-2), APPLIED N ACCORDANCE WITH YKK AP PROCEDURES AND MEETING A4MA 2605 A PROVIDE GLASS TYPES AND THICKNESS AS PER DRAWINGS AND WNDOW SHHEDULE: 2. WHERE LIGHT METAL FRAMING OCCURS: MNIMLM NOA SELF DRILLING CORROSION RESISTANT SCREWS OF UR. OSE41-OB FOR THE PURPOSE THE MANUFACTURER THE SELECTED CARPET. HE SPECIFICATIONS. FLOAT (OR 'PLATE"} COMPLY WITH FEDERAL SPECIFICATION DD-G-45L C .EAR WIRE GLASS: COMPLY WICIENT LENGTH TO PENTRATE METAL. 3/8 INCH, 2. PROVIDE SEAM ADHESIVE SUCH AS W.UL HENRY COMPANY WE , ROBERTS COMPANY 2. COLORS: SELECTED BY ARCHITECT FROM THE FOLLOWING: WITH FEDERAL SPECIFICATION OD-G-45L FIGURED AND PATTERN GLASS: COMIPLY WITH FEDERAL E. STUCCO WRAP 41-0502, OR AN EQUAL APPROVED THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE D REC UR A STANDARD COATING COLOR CHARTS. SPECIFICATION DD-G-451. L BY TYVER FOR USE OVER PLYWOOD FACINGS. BY THE C OF THE SELECTED CARPET. B. CUSTOM COATING COLOR CHARTS. B. SUBJECT TO COMPLIANCE WITH ALL REQUIREMENTS, THE FOLLOWING MANUFACTURERS 01#R PRODUCT TION OF CARPURER C AT INTERSECTION OF CARPET AND FLOOR TILE, PROVIDE ROPPE C0IPANY, INC VINYL TILE CARPET JOINER C. COLOR NAME AND NUMBER: WHICH MAY BE MCORAOATED N THE WORK: PART 3 DMG1'TIX7'PL +18S OR EQUIVALENT. D. FINISHES TESTING I. TINTED GLASS: 301 INSTALLATION D. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND L APPLY 017E SOLUTION NAOH, SODIUM HYDROXIDE, TO SMALL AREA OF FINISHED SAMPLE AREAL LEAVE N PLACE FOR SIXTY MINU1TESt L04TLY WIPE OFF NAOHt DO NOT CLEAN AREA a. PPG-NDUSTIES, NO. SOLARGRAY COMMERCIAL NSULATING GLASS I -NCH WITS WITH V1-NCH A NSTALL MECHANICAL- FASTENERS ON 6 NCH CENTERS ALONG SEAMS AND 12 INCH CENTERS ALONG INTERIORS. PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT. FAR AIRSPACE AND 1/4-NCH LUTES, INTERIOR LUTE CLEAR 2. WIRE GLASS: B. STUCCO INSTALLATION SHALL BE TWO COAT APPLICATION. APPLY BASE COAT WITH FIRM PRESSURE TO FORM E. ALLOW THE OWNER TO NSPECT AND SELECT FROM SCRAP CARPET REMAINING AFTER THE INSTALLATION. 2. SUBMIT SAMPLES WITH TEST AREA NOTED ON EACH SAMPLE GOOD BOND THEN DOUBLE 13ACKK TO PROVIDE THICKNESS. LEAVE RWGH ENOUGH TO PROVIDE BOND FOR BUNDLE, WRAP IN BURLAP, AND DELIVER TO THE OWNER THE CARPET SCRAPS SO SELECTED. a. FIRELITE. FNISH COAT. FINISH COAT SHALL BE OF TEXTURE AS CALLED FOR ON THE BUILDING ELEVATION DRAWINGS. PART 3 EXECUTION 3. CLEAR FLOAT GLASS C. CURING: CURE STUCCO BY USE OF POLYETHYLENE FILM, OR BY USE OF FIFE SPRAY. END OF SECTION 09680 301 MANUFACTURERS INSTRUCTIONS / RECOMMENDATIONS a. PPG INDUSTRIES, INC b. FORD GLASS DMSION. 302 PROTECTION SECTION OSWO PAINING A COMPLIANCE: COMPLY WITH MANUFACTURER'S PRODUCT DATA, INCLUDING PRODUCT TECHNICAL BIU_LETINS, INSTALLATION INSTRUCTIONS, AND PRODUCT CARTON NSTRUCTIONS. LATEST INSTALLATION a LIBBEY-OIENS-FORD CO. A PROTECT STUCCO DIMING AND UPON COMPLETION FROM WATER INFILTRATION, DUST, DIRT, PRECIPITATION, PART I GENERAL INSTRUCTIONS CAN BE FOUND AT WWWI1CKAPCOM. C. OTHER MANUFACTURERS WHO PROVIDE SIMILAR PRODUCTS, SUBJECT TO COMPLIANCE WITH ALL EXCESSIVE DRYING UNTIL STUCCO HAS SET. I01 GENERAL REQUIREMENTS, MAY BE APPROVED WITH COMPLETE DATA SUBMITTAL AND ARCHITECT APPROVAL PRIOR A IT IS THE NMNIT OF THIS SPECIFICATION TO PRODUCE A PREMIUM JOB, WHICH WILL PROVIDE THE MAXIMUM 302 EXAMINATION TO BIDDING IN ACCORDANCE WITH DIVISION I. SECT( 0�� GYP ' DURABILITY, WHICH CAN REASONABLY BE EXPECTED FRAM A PANTED SURFACE A SITE VERIFICATION OF CONDITIONS: VERIFY CONDITIONS UNHITCH HAVE BEEN PREVIOUSLY D. INSULATNG GLASS: COMPLY WITH A51M E-113, ASTM E-114. SEALED INSULATNG WITS FABRICATED FROM B. 'PANT" INCLUDES COATING SYSTEMS MATERIALS, PRIMERS, EMULSIONS, ENAMELS, STAINS, SEALERS, AND INSTALLED UNDER OTHER SECTIONS) ARE ACCEPTABLE FOR PRODUCT NSTALLATICN N TWO PANES OF GLASS WITH AIR SPACE BETWEEN. GLASS THICKNESS AND HEAT STRENGTHENING TO BE PART I deeRAL FILLERS, AND OTHER APPLIED MATERIALS WHETHER USED AS PRUNE, INTERMEDIATE, OR FNISH COAT. ACCORDANCE WITH MOVACTIRER'S INSTRUCTIONS. DETERMINED BY MANUFACTURER FOR WIND LOADING CONDITION. INSULATING GLASS WARRANTY: 10 YEARS. 101 GENERAL C. SPECIFIED PRODUCTS BELOW ARE MANUFACTURED BY SHERWN WILLIAMS, EXCEPT WERE OTHER A GYPSUM WALLBOARD WORK SHALL CONFORM To TO THE GYPSUM ASSOCIATION 'R 'RECOMMENDED MANUFACTURERS ARE INDICATED, AND ESTABLISH A STANDARD OF QUALITY. EQUIVALENT PRODUCTS OF 3.03 A3APREPARATION JACENT SURFACES PROTEGTIONk PROTECT ADJACENT WORK AREAS AND FINISH SURFACES FROM 202 MANUFACTURERS / PRODUCTS SPECIFICATIONS FOR THE APPLICATION AND FNIS14NG OF GYPSUM WALLBOARD.' OTHER ACCEPTABLE MANIFACTl�ERS MAY NOT BE USED UNLESS APPROVED BY ARCHITECT. DAMAGE DURING PRODUCT INSTALLATION. A FLOAT GLASS (TYPE FG-Ak CLEAR V4 NCH THICK MINIMUM. S. EXAMINE SUBSTRATES TO WHICH DRYWALL CONSTRUCTION ATTACHES OR ABUTTS, PRESET HOLLOW METAL FRAMES, D. PROVIDE BEST GRADE AND MALITY MATERIALS AND PRODUCTS MANUFACTURED BY %ERWIN WILLIAMS. L ALUMINUM SURFACE PROTECTION PROTECT ALUMINUM SURFACES FROM CONTACT WITH LIME, SAFTEY GLASS (TYPE FG-Bk CLEAR UM. FULLY TEMPERED 114 INCH THICK MINIM CAST-N-ANCORS, AND STRUCTURAL FRAMING FOR COMPLIANCE WITH REQUIREMENTS FOR NSTALLATION TOLERANCE MATCH COLORS AS INDICATED ON THE DRAWINGS. USE PREMIXED PANTS INSOFAR AS POSSIBLE THIN ONLY MORTAR CEMENT, ACIDS, AND OTHER LOW E GLASS (TYPE FG-R FLOAT TYPE, TEMPERED, CLEAR COATING ON INNER SURFACE AND OTHER CONDITIONS AFFECTING PERFORMANCE OF DRY WALL CONSTRUCTION. DO NOT PROCEED WITH AS PERMITTED ANY MANFACTURER'S LABEL INSTRUCTIONS, AND AVOID UNNECESSARY T14 M M HARMFUL COBTAMNANTS. MIRROR GLASS (TYPE FG-WA CLEAR TEMPERED SAFTEY TYPE WITH COPPER AND SILVER COATING, SQUAB INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED, E. PROTECT FINISHED SURFACES, WOW OF OTHER TRADES, AND PROPERTY OF THE OWNER PROM DAMAGE AND EDGES. C. DO NOT TAPE AND FNIS14 GYPSUM BOARD WHEN THE TEMPERATURE IS BELOW 60 DEGREES FAHRENHEIT. DEFACEMENT. COVER FLOORS AND FIXED EQUIPMENT WITH DROP CLOTHS. 304 INSTALLATION THE TEMPERATURE OF THE ROOMS SHALL BE HELD AT 60 DEGREES FAHRENHEIT FOR 48 HOURS BEFORE F. PREPARE SURFACES ACCORDING TO PAINT MANUFACTURER'S INSTRUCTIONS. EXAMNE FACTORY FINISHED A GENERAL: INSTALL MANUFACTURER'S SYSTEM N ACCORDANCE UTH 8140P DRAWINGS, AND WITHIN PART 3 E><E0 TION TAPING AND FNIS14M IS TO BEGIN. MANTAN 60 DEGREES FAWWNIWEIT DIMING AND AFTER INSTALLATION. AND PRIMED SURFACES TO BE PANTED, AND VERIFY COMPATIBILITY OF EXISTING MATERIAL WITH PANT TO SPECIFIED TOLERANNCE& VENTILATES AS REQUIRED TO REMOVE EXCESS HIUMIDITY. BE APPLIED. APPLY PANT IN STRICT ACCORDANCE WITH THE MAKFACTLMR'S PRINTED INSTRUCTIONS L PROTECT ALUMINUM MEMIBERS N CONTACT WITH MASONRY, STEEL, CONCRETE, OR 301 PRECONSTRUCTION ONLY TO SURFACES U14IC14 ARE THOROUGHLY DRY, SMOOTH, EVEN, CLEAN, FREE OF DUST AND PROPERLY DISSIMILAR MATERIALS USING NYLON PADS OR BITUMINOUS COATIN65% A EXAMINE JOB CONDITIONS AND VERIFY THAT ALL ARE SATISFACTORY FOR SPEEDY AND ACCEPTABLE 102 GYPSUM WALLBOARD PREPARED TO RECEIVE THE INTENDED FNISH. 2. SHIM AND BRACE ALUMINUM SYSTEM BEFORE ANCHORING TO STRUCTURE WORK A GYPSUM WALLBOARD SHALL BE MANUFACTURED BY U. GYPSUM. WALLBOARD IS TO MEET. ASTM C36-84A 3. PROVIDE SILL FLASHING AT EXTERIOR STOREFRONT SYSTEMS. EXTEND EXTRUDED FLASHING B. CLEAN AND PREPARE GLAZING SUPPORT MATERIALS ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND AND G-L-30d IR NC14ES THICK, 48 INCHES WIDE WITH TAPERED EDGES. 102 PAINTING CONTINUOUS WITH SPLICE JONTSt SET N CONTINUOUS BEADS OF SEALANT. STANDARDS OF THE GLASS ASSOCIATION OF NORTH AMERICA GLAZING MANUAL IB, AT FIRE RATED PARTITIONS INSTALL WALLBOARD TO MEET SEPARATE REQUIREMENTS, USE TYPE III, GRADE A ACCEPTABLE MATERIALS 4. VERIFY STOREFRONT SYSTEM ALLOWS WATER ENTERING SYSTEM TO BE COLLECTED N C, INSPECTION AND CLEANNG SHALL NCLUDE BUT IS NOT LIMITED TO THE FOLLOWING: CLEAN DIRT OR X CLASS 1, 5/8 INCHES THICK FIRE RETARDANT WALLBOARD. L ALL PANTING TO BE SCHEDULED N THE FNISH SCHEDULE GUTTERS AND WEPT TO EXTERIOR VERIFY METAL JOINTS ARE SEALED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. FOREIGN MATERIALS FROM CHANNELS, STOPS, RABBETS, SETTING BLOCKS, SPACERS, ECT_ REMOVE NON- C. INSTALL GYPSUM BOARD WITH TRUE, EVEN SURFACES AND STRAIGHT, SHARP CORNERS. USE FULL LENGTH 2. EQUIVALENT PRODUCTS OF THE FOLLOWING ARE ALSO ACCEPTABLE: 5. LOCATE EXPANSION WHERE INDICATED REVIEWED SHOP DRAWINGS. MULLIONS PERMANENT PROTECTIVE COATINGS. WIFE SURFACES CLEAN IMMEDIATELY PRIOR TO ADDING PRIMER BOARDS WERE P08618LE. END JOINTS ON THE SAME SIDE OF A WALL SHALL BE STAGGERED AND JOINTS BEHR (P D) 6. SEAL METAL TO METAL. STOREFRONT SYSTEM JOINTS USING SEALANT RECOMMENDED BY SYSTEM TAPES OR GLAZING COMPOUNDS. APPLY PRIMER TO SURFACES AS REQUIRED TO RECEIVE GLAZING TAPES ON OPPOSITE SIDE SHALL NOT OCCUR OVER THE SAME SUPPORT. DO NOT LOCATE NORMAL END JOINTS AT PRATT t LANBERTT MANUFACTURER COMPOLNDS. EDGE OF OPENINGS. FORM JOINTS, NEATLY. BUTT BOARDS TOGETHER BUT DO NOT FORCE INTO PLACE DO GLIDDEN NOT BUTT EDGES AGANST TAPERED EDGES. NO JOINT SHALL HAVE A GAP GREATER THAN V4 INCH. PORTER 305 FEW QUALITY CONTROL 3.02 INSTALLATION D. N GENERAL, INSTALL GYPSUM BOARD ON CEILING BEFORE WALLS. CONSTRUCT CEILINGS WITH LONG 5ENJAMNE MOORE A M,MAFACTURERt FELD SERVICES- LPOB REQUEST, PROVIDE MANUFACTURERS FIELD A INSPECT FRAMNG BEFORR INSTALLATION AND PROVIDE WRITTEN REPORT OF ANY CONDITIONS THAT MIGHT DIMENSION OF GYPSUM BOARD APPLIED AT R04 ANGLES TO SUPPORT. B. UNDERCOATS AND T14NEM SERVICE CONSISTING OF SITE VISIT FOR INSPECTION OF PRODUCT INSTALLATION N INTERFERE WITH SATISFACTORY INSTALLATION. E. SCREW GYPSUM BOARD TO FRAuMNG WITH SCREWS NOT OVER 8 NCHES ON CENTER FASTEN GYPSUM L PROVIDE LNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. INSPECT ALL GLASS IMMEDIATELY BEFORR INSTALLATION. DEJECT ANY UNLABELED, EDGE -DAMAGED, BOARD BEGINNING AT THE CENTER AND WORK TOWARDS OUTER EDGES. HOLD BOARD FIRMLY AGAINST OF FINISH COAT. CONDUCT B. FIELD TEST: FIELD TEST TO DETERMINE WATERTIGHTNESS CF STOREFRONT SCRATCHED, OR MIS -SIZED PIECES. LEAVE MANUFACTURER'S LABELS ATTACHED UNTIL THE ARCWIMC WOOD FRAMING WHILE FASTENNG. FASTENERS AT EDGES OF BOARDS SHALL BE V2 INCH FROM THE EDGE 2. USE ONLY TWIN ERS RECOMMENDED BY THE PANT MANUFACTURER AND USE ONLY SYSTEM. CONDUCT TEST N ACCORDANCE WITH AAMA 5012-03. DIRECTS THAT THEY CAN BE REMOVED. F. OPENING FOR ELECTRICAL DEVICES, PIPING, GRILLS, AND REGISTERS SHALL BE ACCURATELY LOCATED AND THE RECOMMENDED LIMITS. 306 ADJUSTING AND CLEANNG C. INSTALL AS PER MAUNFACTURER'S NSTRIUCTIONS AND THE STANDARDS OF THE FLAT GLASS MARKETING NEATLY MADE TO CLOSELY FIT THE DEVICES AND BE COMPLETELY COVERED BY PLATES AND ESCUTCHEONS. C. COLOR SCHEDULES A ADJUSTING: ADJUST SUNG DOORS FOR OPERATION N ACCORDANCE WITH MANFACTUREER'S ASSOCIATION. 103 TRIM PIECES L PROVIDE PAINTING AS SCHEDULED N THE FINISHE. MATERIALS SCHEDULE a. GYPSUM DRYWALL, USE: RECOMIIENDATICNS. D. MAINTAIN THE HIGHEST STANDARDS OF INSTALLATION AND CONSISTENCY IN APPLICATION AND A PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE WALLBOARD APPLICATION AS L L FIRST COAT - PIGMENTED PRIf'ER/SEALER B. CLEANNG: THE GENERAL CONTRACTOR SHALL CLEAN IN PRODUCTS N ACCORDANCE APPEARANCE. INSTALL SETTING BLOCKS AND SPACERS, GASKETS, AND FELTS EXACTLY AS DIRECTED BY MANUFACTURED BY U.S. GYPSLM PROVIDE DUR-A-BEAD CORNER BEAD AT EXTERNAL CORNERS AND NO. 2. SECOND COAT - ACRYLIC LATEX ENAMEL WITH MANUFACTURER'S INSTRUCTIONS PRIOR TO OWNER'S ACCEPTANCE, AND REMOVE CONSTRUCTION DEBRIS FROM PROJECT SITE LEGALLY MANUFACTURER SUPPORT GLASS FIRMLY AND EVENLY WITH SETTING BLOCKS. KEEP GLASS COMPLETELY SEPARATED FROM ANY MATERIAL OTHER THAN CUSHIONING STOPS, SPACERS, GASKETS, ETC. INSTALL. 200-A METAL CASING BEAD WHERE WALLBOARD ABUTTS OTHER MATERIALS. 3. THIRD COAT - ACRYLIC LATEX ENAMEL DISPOSE OF DEBRIS. GLASS TO MAINTAIN UNIFORM APPEARANCE N SIIRFACES. DO NOT VARY GLAZING MATERIALS EXCEPT AS 104 FASTENERS b. ON FERROUS METAL, USE: C. PROTECTION: THE GENERAL CONTRACTOR SHALL PROTECT THE INSTALLED PRODUCT'S FINISH APPROVED OR DIRECTED BY THE ARCHITECT. A PROVIDE SCREWS, NAILS, CLIPS, TIES, AND OTHER FASTENERS AS MCOMMENDED BY THE GYPSUM MANUFACTURER, L FIRST COAT - RUST INHIBITIVE ALKYD METAL PRIMER SURFACES FROM DAMAGE DURING CONSTRUCTION. E. INSTALL SEALANTS TO PROVIDE COMPLETE BOND AND TO ASSURE WATER WILL WAS14 AWAY FROM GLASS. 105 JONI TREATMENT SYSTEMS 2. SECOND COAT - SEMI -GLOSS ALKYD ENAMEL END OF SECTION PROVIDE PRECISE MITER CUTS OR OTHER DIRECT JONTS WERE DETAILED. SEAL MITER JOINTS AND A SYSTEM SHALL BE PERFORATEAN D TAPE D CEMENT RECOMMENDED THE GYPSUM MANFACTURER 3. THIRDAME COAT - SEMI -GLOSS ALKYD ENL OTHER JOINTS SO THEY ARE COMPLETELY AIRAND WATER TIGHT. B. APPLY MATERIALS N STRICT ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS. FILL JOINTS UTH JONI c. ON WOOD DOORS' USE: COMPOUND, EMBED PERFORATED TAPE AND APPLY A SKIM COAT OF JOINT COMPOUND OVER TAPE. APPLY TWO L FIRST COAT - STAN (SEE FINISH SCHEDULE) SECTION MILD FINISH 14RE 3.03 PROTECTION AFTER NSTALLATION ADDITIONAL COATS OF JONI COMPOUND ALLOWING AT LEAST 24 HOURS BETWEEN EACH COAT. SAND EACH COAT. 2. SECOND COAT - STAN IEEE FNIS14 SCHEDULE) PART I CAD ERAL A PROTECT GLASS AFTER NSTALLATION WITH SAFTEY STRIPS AND WARNING MARKERS. KEEP SAFTEY STRIPS FNISH SURFACES SHALL BE WFORMLY SMOOTH, TRUE AND N SATISFACTORY CONDITION TO RECEIVE PANT. 3. THIRD COAT - VARNISH LOW SHEEN "RUBBED EFFECT" AND WARNING MARKERS OFF THE GLASS SURFACE TO AVOID STAINING OR MARRING THE SURFACE END OF SECTION MSS I01 PROTECT METAL PARTS FROM DAMAGE AFTER INSTALLATION. END OF SECTION OWE70 A OBTAIN EACH TYPE OF AS SPECIFIED IN THE DOOR/HARDWARE SCHEDULE P 40WAF E FROM A SINGLE SECTION CUM CERAMIC TILE MLNFACTURER ALTI-IOUGsH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPL.YMG WITH THE REQUIREMENTS. 3�4 CLEANING PART 1 CsENERAL DIVISION `' Q I�7IVi� �y � /� �p�/� /� � �fi/ A CLEAN ALL GLASS AT THE CONCLUSION OF THE NTEMOR WORK OR W-EN DIRECTED BY THE ARCHITECT. �71-GvIl�1�TI�s B. FURNISH ALL HARDWARE, N THEIR ORIGINAL PACKAGING, COMPLETE WITH ACCESORIES OF PROPER SIZE AND CLEAN ALL GLASS WITH CLEANER CLEANING MATERIALS, AND METHODS RECO'METED BY THE I01 GENERAL SECTION IM22 FIRE " iC rWAUISMERS DESIGN REQUIRED FOR THE PURPOSE FOR WINCH THEY ARE TO BE USED AND WITH ALL SCREWS, SHIELDS, AND MANUFACTURER CLEAN ALL GLASS COMPLETIY CLEAR OF STREAKS OR SPOT A CERAMIC AND TYPES ARE INDICATED ON THE DRAWINGS AND ARE FROM A SINGLE MANIFA CTURER OTHER OTHER ANCHORAGE DEVICES NECESSARY FOR A COMPLETE NSTAaLL-ATICK HARDWARE SCHEDULE SHOW B. ANY GLASS THAT IS SCRATCHED OR DAMAGED DURING CLEANING WILL BE REPLACED AT THE MANFACTURERS WILL NOT BE CONSIDERED. PAR"(' I ORAL ON THE pRAWING61• CONTRACTOR'S EXPENSE B. DELIVER MATERIALS N ORIGINAL CONTANERS WITH SEALS UNBROKEN AND LABELS NTACT UNTIL TIME OF C. INSTALL EACH HARDWARE ITEM N COMPLIANCE WITH THE NATIONAL BUILDERS HARDWARE ASSOCIATION AND C, PROVIDE OWNER WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING. USES. ENGAGE AN EXPERIENCED INSTALLER WI0 HAS SUCCESSFULLY COMPLETED TILE INSTALLATIONS 101 SUBMITTALS THE MANUFACTURERS NSTRUCTIONS AND RECOMMENDATIONS. WHEREVER CUTTNG AND FITTING IS REQUIRED TO SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THE PROJECT. A PRODUCT DATA: REQUIREP INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PANTED OR FINISHED N ANOTHER 305 REPAIR AND REPLACEMENT C. COMPLY WITH PARTS OF ANSI 106 SERIES OF FINE INSTALLATION STANDARDS INCLUDED WDER 'AMERICAN B. SHOP DRAWINGS: NOT REQUIRED WAY, COORDINATED REMOVAL, STORAGE, AND REINSTALLATION OR APPLICATION OF SURFACE PROTECTIONS A REMOVE ,AND REPLACE ANY DAMAGE GLASS AND GLAZING. INSTALL, PROTECT, AND CLEAN NATIONAL STANDARD SPECIFICATIONS FOR THE INSTALLER OF CERAMIC TILE' THAT APPLY TO TYPE OF C. SAMPLES: NOT REQUIRED UT14 FNIS14 NO WORK REPLACEMENT GLASS AS SPECIFIED ABOVE. SETTING AND GROUT MATERIALS AND METHODS INDICATED. TILE MAY BE THIN -SET. PART 2 PRODUCTS D. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT 102 MORTAR AND GROUT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COUNTERSUUK UNITS NOT FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANCHORS IN ACCORDANCE WITH END OF SECTION 08800 A MORTAR SHALL BE PORTLAND CEMENT ASTM C150, TYPE L GROUT SHALL BE ACID RESISTANT UPCO 201 MANUFACTURERS/PRODUCTS A COORDINATE WITH LOCAL MUNICIPALITIES AND PROVIDE FIRE EXTINGUISHERS. INDUSTRY STANDARDS. SET THRESHOLAS FOR EXTERIOR DOORS IN FULL BED OF BUTYL -RUBBER OF 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. FIRE EXTINGUISHERS: SEE DRAWINGS FOR SPECIFICATIONS. POLYIOSBUTYLENE MASTIC SEALANT. E. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION. B. DO NOT GROUT TILE UNTIL TILE IS FIRMLY SET. SOAK OR DAMPEN JOINTS OF THE TILE TO BE GROUTED UM PART 3 EXECt1TION DIVISION ISION( S F1NI�E6 REPLACE UNITS THAT CANNOT BE ADJUSTED 70 OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. INSTRUCT OWNERS IN ADJUSTMENT AND MAINTENANCE OF HARDWARE PORTLAND CEMENT GROUT. SOAK OR DAMPEN OTHER JOINTS AS RECOMMENDED BY THE GROUT MR FORCE GROUT INTO JOINT LINES COMPLETELY IDILING JOINTS WITH COMPACTED GROUT AND 301 SCHEDULES A INSTALL AS REQUIRE. PROPER DAM COOVERINVERIN G MORTAR FINISH JOINTS OF SQIUARE EDGED TILE FLUSH WITH SURFACE. STRIKE OFF TOOT JOINTS FINAL ADJUSTMENT. OF CUSHION EDGED TILE TO DEPTH OF CUSHION. FILL GAPS AND SKIPS, AND RETOOL END OF SECTION 10522 1O KEYING SECTION Mike METAL SYSTEMS 103 CLEANING A KEYING SHALL BE PER THE OWNERS REQUIREMENTS. TAG KEYS AND PROVIDE TO OWNER AT SUBSTANTIAL METAL STUDS A UPON COMPLETION OF THE PLACEMENT AND GROUTING, CLEAN TILE SLIR=ACE SO THAT THEY ARE FREE OF COMPLETION. FOREIGN MATTER REMOVE LATEX-PORTLANP CEMENT GROUT RESIDUE FROM TILE AS SOON AS POSSIBLE A AT INTERIOR METAL STUD PARTITIONS, UNLESS OTHERWISE SHOW ON THE DRAWINGS, PROVIDE UNGLAZED TILE MAY BE CLEANED WITH ACID SOLUTIONS ONLY WHEN PERMITTED BY TILE AND GROUT tO3 GUARANTEE STANDARD PUNCH STEEL STUDS OF THE SIZES SHOWN 04 THE DRAWINGS, EITHER HOT -DIP MANUFACTURER'S PRINTED INSTRUCTIONS, BUT SOONER THAN 14 DAYS AFTER INSTALLATION. FLUSH SURFACE A PROVIDE ONE-YEAR GUARANTEE FOR ALL HARDWARE PERIOD OF GUARANTEE SHALL BEGIN FROM DATE OF GALVANIZED OR FACTORY PRE -PAINT: 25 GA (UNLESS SHOW OTHERWISE ON THE DRAWING. 20 WITH CLEAN WATER BEFORE AND AFTER CLEANING,DIVISION ISION( �� ��IT OWNER'S ACCEPTANCE. GA AT ALL DOOR OPENINGS. B. ACCESSORIES- PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, END OF SECTION 09300 END OF SECTION 08110 TRACKS, CLIPS, ANCHORS, FASTENING DEVICES, SOUND ATTENUATION PENCIL RODS AND NOW SPECIFIED RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER SECTION IOW1I ACOUSTIC PAML CEILINGS DIVISION 12 F URN I:31-II1�I�S SECTION WO GLASS 4 CA.AZING OF T14E8 AND AS RECOMMENDED BY T14E C. MEET PART I IQAL L'AO OR EXCEED MIN WM MCUIFS1ENTS FEDERAL SPESTALLATION, C QQ-S-69AND FEDERAL SPEC QQ-S-TTSD, CLASS D. 101 GENERAL NOW SPECIFIED PART I GENERAL A COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL CEILNG WITS AND SUSPENSION SYSTEM METAL TRIM GOMPPONENTS WITH OTHER CONSTRUCTION THAT PENETRATES CEILING OR IS SUPPORTED BY THEM, 101 SISIMARY A POF41 FROM GALVANIZED STEEL NOT LIGHTER THAN 26 GAUGE, COMPLYING WITH FEDERAL SPEC INCLUDING LIGHT FIXTURES AND HVAC EQUIPMENT. A PROVIDE AND INSTALL GLAZING AND ACCESSORIES WHERE SHOWN ON THE DRAWINGS AND AS SPEICIFIED QQ-S-TiS, CLASS D. Q DIVISION 13 �CIIL CONSTRUCTION HEREIN. GLAZING TYPES AND SITES SHALL BE AS PER THE DRAWINGS AND WINDOW SCHEDULE B. CASING BEADS: U.Sfs. 4200-5. 102 MINERAL -FIBER ACOUSTICAL PANELS A PROVIDE ACOUSTICAL PANELS AS MANFACTURED BY USG RADAR CLIMAPLUS 102 QUALITY STANDARDS E:NP OF SECTION OS110 24 INCHES BY 24 NC14ES 3/4 INCHES THICK WHITE. REFER TO DRAWINGS FOR LIMITS OF TILE INSTALLATION. NOW SPECIFIED A GLAZING STANDARDS: COMPLY WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION B. INSTALL N STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. ARRANGE Q SYSTEMS DIVISION �� CONVEYING IFGMA) "GLAZNG MANUAL' AND "SEALANT MANUAL' EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE ACOUSTICAL WITS AND ORIENT DIRECTIONAL PATTERN OF TILES FOR A UNIFORM APPEARANCE. REST INDICATED. REFER TO THPUBLICATIONS FOR DEFINITIONS OF GLASS AND GLAZING TERMS NOT OSE PANELS ON FLANGES OR INVERTED TEES WITH TILE UNITS WING NEATLY AGAINST BUTTING SURFACE �7Y�7 �7 OTHERWISE DEFINED N THIS SECTION OR OHITER REFERENCED STANDARDS. AND SUPPORT BY WALL ANGLES. B. SAFTEY GLAZING PRODUCT: WERE SAFTEY GLASS IS INDICATED OR REQUIRED BY AUTHORITIES HAVING L03 METAL SUSPENSION SYSTEM NOW SPECIFIED JURISDICTION, PROVIDE TYPE OF PRODUCTS INDICATED WHICH COMPLY WITH ANSI Z91.1 AND TESTING REQUIREMENTS OF CPSC 16 CPR PART 1201 FOR CATEGORY 11 MATERIALS. A PROVIDE SYSTEM AS MAN.FACIURED BY USG SUSPENSION SYSTEM SHALL BE EXPOSED TEE -GRID, C. FIRE -RESISTANCE -RATED WIRE GLASS: PROVIDE WIRE GLASS PRODUCTS THAT ARE IDENTICAL TO THOSE DOUBLE -WEB, NTERMEDIATE DUTY (ASTM C635), ELECTROGALVANIZED, COLD -ROLLED STEEL, , 1 /�' DIVISION ISION ��CTTICti1... TESTED PER ASTM E 163 (UL 9) AND ARE LABELED AND LISTED BY UL OR OTHER TESTING AND NSS CHES WIDE, CAPPED BOTTOM FLANGE. UNITE IN COLOR SYSTEM TO INCLUDE ALL CROW TEES, NSPECTNG AGENCY ACCEPTABLE TO AUTHORITIES HAVING JUURISDICATION. BRIDGING TREES, INTERSECTION CLIPS, SPLICES, COMPLETE EXPOSED GRID SYSTEM. D. SINGLE SOLFCE RESPONSIBILTY : PROVIDE MATERIALS OBTANED FROM ONE SOURCE FOR EACH TYPE B. LAY OUT PATTERN IN ACCORDANCE WITH THE DRAWINGS, LEVEL, TRUE TO PLANE, AND AT THE REQUIRED SEE ME04 ICAL OF GLAZING PRODUCT IDICATED. ELEVATION. FRAME AROUND ALL OPENINGS N CEILING LIGHTS AND GRILLES WITH MAN RMNERS. HANGERS /�' �� ELECTRICAL E. PROVIDE GLASS AND GLAZING THAT HAS BEEN PRODUCED, FABRICATED AND INSTALLED TO WITHSTAND ARE TO BE SPACED AT 4'-0' ON CENTER MAXIMI<UM. PROVIDE ADDITIONAL HANGERS AS REQUIRED TO TEMPERATURE CHANGES, WND LOADNG , IMPACT LOADING, WITHOUT FAILURE NCLUDING LOSS OR SUPPORT LIGHT FIXTI RE.S AM HVAC REGISTERS AND GRILLES AND INTERFERENCES CF DUCT WORK. DIVISION BREAKAGE OF GLASS, FAILURE OF SF -AILMENTS OR GASKETS TO REMAIN WATERTIGHT AND AIRTIGHT, G. SECURES WIRES BY LOOPING AND WIRE -TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE SEE ELECTRICAL DETERIORATION OF GLASS AND GLAZING MATERIALS, AND OTHER DEFECTS N THE WORK SCREWS, OR OTHER DEVICES APPROPRIATE FOR SUBSTRATE. SCREW ATTACH EDGE MOLDING TO F. FIELD MEASURE ALL OPENIG OR AREAS TO RECEIVE GLASS AND GLAZING TO ASCERTAN CORRECT FIT. SUBSTRATE AT INTERVALS NOT OVER 16 INCHES ON CENTER AND NOT MORE THAN 3 INCHES FROM ENDS. IMPROPERLY SIZED GLASS OR GLAZING SHALL BE REPLACED AT NO ADDITIONAL- COST t0 OU R LEVEL GRID To A TOLERANCE OF VS' IN 12 FEET. A OF ECIFICATIONS � SiP END OF SECTION OeVi REVISIONS BY 410 U � � • o .$ 00 Y I, a t-, • � � < M 3 � c 0. N M a Q Q N o > o 0 CQ tZ a� to O ti U_ Z JWm Z U N `0 C.) LO _0 V m OLL. m 05 Q I mW J O L Z �. }Q� c Lea � Lat �p N Z Q IV J Date: 05. 12. 14 Scale: AS NOTED Project Mgr. MY Drawn: JDS Job: 14-20 Sheet N2 HAProjects\Projects 2014\14020 - FMC Gall Blvd. Int. Medicine\04.CD\01-CD.A\04.Architectural\N12-SPECS.dwg, 5/12/2014 2:43:25 PM,ISimon, Xerox 6604 PS.pc3 I / �/\\ /\\ r----- - - - - -- - - - - I _ -- - u- 3/L— 1,2u 1 j* 4-- \ ��� CLERK �� 1 ry j < REGCJf�D`J / i l l / / v v y 4R' P� _�_�_7.1' I-- �_� _^jEXXTi �/ 2" �` XAM \�/ `� /EXAMa�d I 2° \\EX4r-1 1 �� \v/EXAML.�� 1 2" m I12 ` I J / I WE 1 l _ � - - 4�� - 4�� � ' � � 411 - - - - - ------- ---- -------------_---------� -- 3/41I 14" --- I 1 OFFICE MANAGE ! �� imh I I P-2 P-1 TOILET TOILET _ 4, P-2 (0 '12 ; NONE 72 I � ++ -- T ----- _------ _ 3/411 ---_ — — — T_ I P73 ° I I�1 F_JLJI- F- 7 - - (0 1 3/411 1 1 pppp I � _ +II`� 1 _ S' t3 I III I IIIT I I 1 TI I i �j WAITING 101 (0� If _ -�� - -�jjllI � _ 1 � -F 1 f1 L__ J L-___J ---�js,TTi� ! - -�f,Ii � (O\ L_J 1 jI/�" 113 114 I,."1 115 I/ 111 116 I/2°1 1 Y - ---------- I I I — /z I I1 3 I 1 311 ,4 `-- 3u y— 3/4� 3/4u --3/411 -- -------------------------------- ----------- ---- 411 GORRI GOR �.� I 109 31113/4" -- --- -- ---- - 1 lie" EA. 1 I 3/411 rl--� �/ EXAi I ! .� 3/411 _... 1 � _I _ _ � 1�— 3 I I l l z 1/2" HW 4 CW TO 1/2" HW 4 CW TO I, � 3/4 u �^ EACH P-5, TYP. I EACH P-5, TYP. 11 -- z_ 1/z" TO I 5-1 sH. VALVE.7 —1- I q 1 1 IP-i 1 r W i P-5 P-5 - 3,4u I q 3/4 CW TO E - m P-5 - - - E'-5 3/4" HW TO SY TEM. 1 U11 — - - I/ " I ERECIRC. PUMP XAI" 3�� I I t� 145 j i 3,4 1 EXAI" u \ r — — � \\ --1 — I1/2 u l 3 - 3�� �--� I II 3 34u I �— 4'1 1 125 I— F\' 311 311 I IP-1 «l P-2 TOILET I 13/4 a 38 3° EXAM 1 EXAM EX4I" j I E X 411 �3,4n :34,, -1 3,4" I 12 7L 1 131---, I I / 51 - 3/4" - - - I - - 3/4" - - i -- / \ 1. 5 /4" -_ P-5 P_v'/4_/ 3i4�� P-5 ��----- --- - P-5 3/4" HW 4 CW DOWN. SPLIT ®� ® 1/2" HW 4 CW TO EACH P-5, 01 PLU" 5INCH PLAN SCALE: 3/1&" = V-0" (Di PLUMBING FIXTURE SCHEDULE LABEL FIXTURE: W v CW HW DESCRIPTIONS P-I WATER CL05ET 3" 2" 1/2" - BRIGGS 4234-130 WHITE ELONGATED HANDICAPPED HANDICAPPED It, GALLON FLUSH WATER CLOSET OL50NITE IS WHITE SEAT, CP STOP AND SUPPLY. P-2 HANDICAPPED I11/2" 2" 11/2" 1/2" BRIGGS "WHITMAN" 6615 WALL HUNS LAV WITH LAVATORY DELTA 523LF-HDF SINGLE LEVER FAUCET, 20 GAUGE GP P-TRAP LE55 CLEANOUT, CRI912-A CP STOPS AND SUPPLIES, P-3 ELECTRIC 11/2" 2" 1/2" - ELKAY EZ5TL-8G COOLER, STANDARD COLOR, WATER COOLER 1-1/4" 20 GAUGE CP P-TRAP LESS CO., STOP AND DUAL -LEVEL SUPPLY. MOUNT LOWER NOZZLE AT H.C. HEIGHT. P- 4 MOP BA51N 3" 211I/2 " 1/2 " FIAT M55-2424 MOP BASIN WITH 830-AA SERVICE FAUCET W/ BRACKET 4 H4NGER,14535B STAINLESS STEEL STRAINER, VAC. 5FfAK;:R 4 HOSE TffAM SPOUT, P-5 EXAM RM, I11/2" 2" I/2" 'I/2 ELKAY BLR-150-C STAINLESS STEEL SINK SINK COMPLETE WITH FAUCET AND BASKET STRAINER 1-I/2" 20 GAUGE CP P-TRAP LESS C.O., STOPS AND SUPPLIES. 15" X 15" X 6" 5-1 5INK-51NGLE 11/2" 2" I/2" 1/2" ELKAY P51R-1918 19"xl8"x11/2" DEEP, 20 COMPARTMENT GAUGE -TYPE 302 55 SELF -RIMMING SINK WITH DELTA 101-HDF-D5T SINGLE HANDLE FAUCET. 18 GA P-TRAP, CHROME 5TOP5 AND SUPPLIES, 1/2 HP GARBAGE DISPOSAL EQUAL TO IN61NKERATOR AT BREAK ROOM ONLY. EWI4 ELECTRIC - - 3/4" 3/4" A.O. SMITH DEL-40, 40 GALLON WATER WATER HEATER HEATER 32 KW. 6208 VOLT, I PHASE. UL. LISTED AND ASHRAE W-A APPROVED. P-io SHOWER 2" 2" 1/2" 1/2" TILE SHOWER STALL BY OTHERS. ZURN VALVE TEMP-GARD SHOWER VALVE Z-1120-HW-VB, PRESSURE BALANCIWG WITH HAND HELD SHOUTER, 60" FLEX HOSE WITH INTEGRAL VACUUM BREAKER JAY R. SMITH 2OI0-A NIGKEL BRONZE DRAIN. VB VALVE BOX - - 1/z " - RECESSED VALVE BOX WITH FRAME AND COVER EQUAL TO WATER TITE MODEL W9000. O PLU` 51NG LEGEND SANITARY VENT ------------------- COLD WATER -- - - - - -- HOT WATER EX15TING SANITARY SANITARY - — — — — — -------- EXISTING EXISTING COLD WATER -- -- - --- EXISTING HOT WATER 01FLUM51NG GENERAL NOTES: I. THE PLUMBING CONTRACOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOCATIONS AND CONNECTION POINT TO THE EXISTING HOT AND COLD WATER LINES, 2. WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB FITTINGS. 3. DOMESTIC WATER PIPING SHALL BE 'L' COPPER WITH 95/5 SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R SMITH AT EACH FIXTURE GROUP, IN ACCORDANCE WITH THE FBC - PLUMBING. PVC AND CPVC PIPING 15 NOT ALLOWED DUE TO RETURN AIR PLENUM, 4. SLOPE WASTE LINES 3" AND LARGER AT YS"PER FOOT. LINES SMALLER THAN 3" SHALL BE SLOPED AT i/4" PER FOOT, 5, INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL ARMAFLEX OR EQUIVALENT INSULATION. 6. PROVIDE NEW ISOLATION VALVES AT ALL FIXTURES. NEW ISOLATION VALVES SHALL BE CHROME FINISH EQUAL TO BRASSCRAFT. 1. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS AND PERIPHERALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE - PLUMBING AND ALL OTHER APPLICABLE CODES, LAWS, STANDARDS AND ORDINANCES. a, PLUMBING CONTRACTOR SHALL COORDINATE ALL ROUTING AND PIPING CONNECTIONS PRIOR TO COMMENCEMENT OF WORK. '3. ALTERNATE FIXTURE MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY ARE EQUIVALENT AND MEET THE KIND AND QUALITY OF THE FIXTURES SPECIFIED, 10. PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL TO GRINNELL, DISTANCE BETWEEN SUPPORTS SHALL BE PER FBC - PLUMBING TABLE 308.5. 11. TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR POTABLE HOT AND COLD WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 PSIG FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. 12, CLEANOUTS SHALL BE PROVIDED PER PLAN AND/OR AS REQUIRED TO PROVIDE A COMPLETE SERVICEABLE SYSTEM. CLEANOUTS SHALL BE SAME SIZE AS PIPE. FLOOR CLEANOUTS SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP. WALL CLEANOUTS SHALL BE EQUAL TO ZURN Z-1411-KC WITH STAINLESS STEEL COVER. KEYED NOTES: C EXISTING 51TE SANITARY LINE, FIELD VERIFY EXACT LOCATION AND COORDINATE INVERT PRIOR TO BID AND START OF CONSTRUCTION. CAP AND SEAL ANY EXISTING STUB -UPS FROM SHELL CONSTRUCTION NOT BEING UTILIZED. ® EXTEND 1/2" HW AND CW MOP BASIN. ® EXTEND 3/4" DOWN AND SPLIT 1/2" TO 5-1AND P-1. EXISTING 3/4" WATER METER TO BE REUSED. FIELD VERIFY EXACT LOCATION PRIOR TO BID AND ADJUST WATER LAYOUT ACCORDINGLY. EXTEND 3/4" RISER UP WITHIN WALL SPACE TO ABOVE CEILING AND CONTINUE AS INDICATED. ®EXISTING 3/4" WATER METER TO BE ABANDONED IN PLACE. VERIFY REQUIREMENTS WITH LOCAL UTILITY PRIOR TO START OF WORK. REVISIONS BY �i u U C\1 ► Y � N ¢ 00 ` E ti o ti - 10 ate. N o o m Lp ro N " it ¢ E I- 4 ¢ rn - - °° 3 o = :a� c Qo ) 6 N m x U w as ppppp aa000 op � EN ° 1 ' a �o c� ° ° 5- 2-1 ° STATE0. NAAO �� ppo° C14 CD Um 0 - (0 N (7) �� 0)r- ^ NiM r U Q z°� o.� U-u o 0 N 00 d J��mo LL N Cd Dq L 0 Q Ln o ° o opt cn w v a_ U_ Z W m J z w U N o to �JOmM Q •>75 w m 0 � mW L m Q vas v Z ,. tQ���a c 0 � �Z a O — N J Date: 05. 12. 14 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 14-20 Sheet p 1 / / / / / �N%\`I'� ' IIV/2j15,1 �01'' I `� `A 3 21�// I'VI 2/ i � � rl � / 31I 3j1 3° .01 I y ' I 1V2%''1 b / .01 ' 3 / II I� / xl571 0- b/ / / / Y / / / / 2j1V / / 311V 11/2j11 �" 5' I �� I A" ;;, 311 � n �' 3 I I I 1V2'� 5"I / / / OISANITARY RISER SCALE: NONE / / E' / / / / / 0 ALL VENTS THRU ROOF SHALL BE A MIN. OF 10'-0" FROM ALL O.A. INTAKES. TURN FLASHING DOWN INTO PIPE (MINIMUM 211) VENT STACK (V.T.R) 4 LB. LEAD FLASHING RISER CLAMP. ATTACH TO BUILDING STRUCTURE. ROOFING SYSTEM. REFER TO ARCHITECTURAL DRAWINGS AND/OR FIELD COORDINATE. PLYWOOD DECKING WOOD TRUSS OR OTHER BUILDING STRUCTURAL SYSTEM. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. NOTE: USE EXISTING VENTS THROUGH ROOF IF EXISTING AND IN GOOD CONDITION. REFURBISH AS REQUIRED. WATER HAMMER ARRESTOR EQUAL TO PRECISION PLUMBING PRODUCTS MODEL WITH (SWEA BRAN( MAIN PPP SIZING CHART FIXTURE UNITS SIZE (SWEAT) PART NUMBER 1-11 2 SWA-500 12-32 3/411 5WA-150 33-60 1" SWA-1000 61-113 11/411 SWA-1250 114-154 111211 SWA-1500 F155-330 2" SWA-2000 DROP TO PLUMBING FIXTURES NOTES: 1. PROVIDE A WATER HAMMER ARRESTOR ON EACH HOT WATER AND COLD WATER DROP. 2. ARRESTORS SHOULD ALWAYS BE INSTALLED SO THAT THERE IS AN UNOBSTRUCTED SHOCK PATH TO THE ARRESTOR 3. ARRESTORS SHOULD ALWAYS BE PLACED AS NEAR TO THE SOURCE OF SHOCK AS POSSIBLE. 10, WATER HA1 mER ARRESTOR DETAIL SCALE: NONE ALL THREADED HANGER ROD LOCKING NUT SUPPORT NUT HEAVY DUTY CLEVIS HANGER INSULATION WITH - VAPOR BARRIER (HW PIPING ONLY) PIPING 18 GA. GALV'D STEEL SADDLE MIN. 3 TIMES 1/2" 4 ALL THREADED PIPE DIAMETER - HANGER ROD INSULATED PIPE WITH SUPPORT SADDLE STANDARD PIPE STRAP RUBBER ISOLATION PAD LOCKING NUT UNISTRUT I 1-1/2" x I-b SUPPORT W/WASHER OFIFE HANGER DETAIL SCALE: NONE TWO GALLON EXPANSION TANK EQUAL TO THERM-X-TROL. RELIEF LINE TO FFD l T4F RELIEF VALVE HEAT TRAP (TYP) HOT WATER SUPPLY TO FIXTURES 111 DRAIN TO FLOOR — DRAIN OR EXTERIOR WALL SHELF, METAL - STUDS W/ PLYWOOD DECK, SUPPORT BRACKETS d 3/8" THREADED RODS TO STRUCTURE. WATER SUPPLY RECIRC LINE RECIRC PUMP DIELECTRIC UNION GATE VALVE DRAIN VALVE SAFETY PAN - 1-1/2" DEEP GALVANIZED OR PVC AS PER LOCAL CODE. - PROVIDE VACUUM RELIEF IN ACCORDANCE WITH CODE. - PROVIDE THERMOSTATIC MIXING VALVE AT WATER HEATER SET AT 100 DEGREES F. FOR CODE COMPLIANCE ON WATER TEMPERATURE CONTROL. 101 VENT THRU ROOF DETAIL I G I WATER HEATER DETAIL ISCALE: NONESCALE: NONE REVISIONS BY 00 :00 CCrry� M N O0 W ccI­ U 7xti Y _ t E xx U N cd aU+ 0 U . N ¢E ti> D0 3 ti Y 3ti 3 o x N �C� � O tia m I � U w a I pppp ooaoa p o o o o � o u o o o — 2-1 0 o O o STATE o o ` ,*L4ORI®o° •.00 o�� o° o S/O�AEi�1 00 oO���0000ppppppo N L0 L0 N 0 Um �04�t Z � o 5t0) -NM6 04 0 U . Q O Z f-In 0 a —1i° c tL N ❑ q, � 00 � J rn0 M N l�i�;v`p0 _v=fCO C T N a) ,C' 0 'o cc°n �c ^ o U a0 U ZWm JZs .. u N `0 U c o tJO�> LLJ �OL)�m0J m� �— Q I w _ m W J H m Q Vet L v 0LLJ N _ F— t �Z a — N 0 � J Li Date: 05. 12. 14 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 14-20 Sheet P 2 KEYED NOTES: 0 ®NEW PACKAGED AIR CONDITIONER. TRANSITION MAIN SUPPLY DUCT FROM UNIT OPENING TO SIZE INDICATED ON PLANS. ®VERIFY EXISTING CURB DIMENSIONS AND PROVIDE CURB ADAPTOR EQUAL TO PLENUMS, INC. ®EXTEND EXHAUST DUCTS TO RUSKIN 20x12 ELF6315DXD LOUVER FROM SHELL CONSTRUCTION WITH PLENUM FOR DUCT ATTACHMENT. ®PROVIDE ISxl2 RUSKIN ELF-6315DXD LOUVER WITH PLENUM DUCT FOR CONNECTION OF EXHAUST DUCTS. COORDINATE WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. ® TRANSITION FROM DUCT OPENING TO 18xl4. TRANSITION TO 1414 AFTER 12x10 CONNECTION. TRANSITION Sxl0 SUPPLY AIR # RETURN AIR DUCTS UP AND INTO WEBBING OF STEEL JOIST TO ALLOW FOR LARGER SUPPLY AND RETURN DUCT TO BE INSTALLED BELOW. ® TRANSITION 12xl0 RETURN AIR DUCT UP AND ABOVE, THROUGH CLEAR SPACE OF STEEL JOIST, LEAVE RETURN AIR DUCT IN JOIST SPACING. TRANSITION 10x12 SUPPLY AIR UP AND ABOVE, THROUGH CLEAR SPACE OF STEEL JOIST. RETURN SUPPLY AIR DUCT TO BELOW JOIST. TRANSITION 12x14 SUPPLY AIR UP AND ABOVE, THROUGH CLEAR SPACE OF STEEL JOIST. TRANSITION SUPPLY AIR DUCT TO 12xl0 AND RETURN SUPPLY AIR DUCT TO BELOW JOIST. Oi MECHANICAL PLAN SCALE: 3/32" = 1'-0" OUTS 1 DE AIR CALCULATION: (FER TABLE 6-I, 464RAE 62.1, 2001) OFFICE OCCUPANCY: NET OCCUPIABLE SPACE (N.O.S.) = 2S61 SQ. FT. MAX. OCCUPANCY = 15 PERSONS CALCULATION: (N.O.S. X (duo) + (OCCUPANCY x 5 GFM/PERSON) = REQUIRED CF1 I. (4381 X .00) + (4-1 x 5 CFM/PERSON) = 498.22 REQUIRED GFM. OUTSIDE AIR PROVIDED: RTU -1 - 100 GFM RTU-2 - 200 GFM RTU-3 - 200 GFM RTU-4 - 100 GFM TOTAL: 500 CFM - IN COMPLIANCE. HVAC GENERAL NOTES 1. DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO FABRICATION OR INSTALLATION. ALL NEW DUCTWORK SHALL BE TYPE 800 F15EGLASS EQUAL TO OWENS-CORNING, 11/2" THICK WITH AN 'R'-VALUE OF 6.0. SHEET METAL DUCT WITH 2" 3/4" LB. DENSITY R-(o FOIL FACED EXTERNAL INSULATION MAY ALSO BE USED. COORDINATE DUCTS WITH STRUCTURE PRIOR TO INSTALLATION. ALL DUCT SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA REQUIREMENTS. 2. ALL FLEXIBLE DUCT CONNECTIONS SHALL BE CLASS ONE TYPE. PROVIDE TAB COLLARS AT MAIN DUCT WITH MANUAL VOLUME DAMPER WITH LOCKING QUADRANT. 3. AN IONIZATION PRINCIPLE SMOKE DETECTOR SHALL BE INSTALLED IN THE SUPPLY AND RETURN DUCTWORK WHERE INDICATED. THE DETECTOR SHALL BE WIRED TO APPLICABLE FIRE ALARM SYSTEM BY THE FIRE ALARM CONTRACTOR PROVIDE L.E.D. AND HORN ALARM STATIONS (DUCT SMOKE DETECTOR'S REMOTE TEST SWITCH) LOCATED IN NORMALLY OCCUPIED AREA MOUNTED AT 48" A.F.F. 4. ALL ROOF AND WALL PENETRATIONS SHALL BE PROVIDED AND SEALED BY THE GENERAL CONTRACTOR. 5. CONTRACTOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO TO VERIFY EXISTING CONDITIONS, DOWN DUCTS AND EQUIPMENT. ro, DEVIATION FROM MATERIALS, METHODS, OR PROCEDURES SET FORTH HEREIN MUST BE APPROVED, IN WRITING, BY ENGINEER PRIOR TO SUBMISSION OF BID, ORDER, FABRICATION OR INSTALLATION. 1. ANY AND ALL QUESTIONS AS TO THE INTENT OF OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF THE PLANS SHALL NOT JUSTIFY ANY CLAINS OR ADDITIONAL COMPENSATION. 8. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES AND ORDINANCES. S. THE HVAC CONTRACTOR SHALL COORDINATE ALL EQUIPMENT, DUCT, PIPING, LOUVERS, DIFFUSERS, ETC. INCLUDING LOCATIONS AND CLEARANCES, WITH ALL OTHER TRADES ON PROJECT IN PRE -CONSTRUCTION MEETING, PRIOR TO ANY ORDER, FABRICATION OR INSTALLATION. 10. THERMOSTATS SHALL BE AS PROVIDED AND INSTALLED BY THE CONTROLS CONTRACTOR AS DIRECTED BY THE BUILDING ENGINEER THERMOSTATS SHALL BE INSTALLED AT 5'-6" ABOVE FINISHED FLOOR, TYPICAL. 11. SUPPLY DUCTWORK SHALL BE CONSTRICTED, FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA REQUIREMENTS FOR A I" POSITIVE PRESSURE CLASSIFICATION. 12. RETURN AND EXHAUST DUCTWORK SHALL BE CONSTRUCTED, FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA REQUIREMENTS FOR A I" NEGATIVE STATIC PRESSURE. 13. ALL EXHAUST FAN DISCHARGES AND PLUMBING VENTS SHALL BE A MINIMUM OF 10'-0" FROM FRESH -AIR INTAKES. COORDINATE WITH PLUMBING PLANS PRIOR TO INSTALLATION. 14, THE MECHANICAL CONTRACTOR SHALL BALANCE ALL SYSTEMS TO WITHIN TEN PERCENT OF DESIGN VALUES SPECIFIED HEREIN. 15. EXTEND 3/4" SCHEDULE 40 PVC CONDENSATE DRAIN LINES FROM AIR HANDLERS TO EXTERIOR WALLS THEN DOWN WITHIN WALL CAVITY FURRED OUT AREA TO 6" ABOVE GRADE THEN OUT TO GRASS/LANDSCAPING AREA. EXTEND MIN. 12" FROM BUILDING. 5UILDING AIR 5ALANCE SCHEIDULE POSITIVE SOURCES: RTU - I 100 CFM RTU-2 200 CFM RTU-3 200 CFM RTU-4 100 GFM TOTAL: 600 CFM NEGATIVE SOURCES: EF-I 50 GFM EF-2 50 CFM EF-3 50 GFM EF-4 50 GFM EF-5 50 CFM EF-6 100 CFM EXFILTRATION: 200 GFM TOTAL: 550 CFM RESULTING TOTAL AIR BALANCE: 50 CFM (POS.) -VAC: LEGEND CEILING SUPPLY DIFFUSER CEILING RETURN 19 CEILING EXHAUST FAN PROGRAMMABLE 7HER-105747 SMOKE DETECTOR 0 VOLUME DAMPER NEW RIGID DUCT EXISTING RIGID DUCT CLASS I FLEXIBLE DUCT SQUARE TO ROUND TRANSITION 13 REVISIONS BY 00 � cry E� N o � � v� m ti E o co 3 3 ~ 3 �-- o x . ti 0 CO x^ La ��-- w °ppp paaoo °°° 0 ° EN ° 1 0 ° ° xio o� 0 —2-1 °o STATE a. o0 ° ®�o*°°r<ORI® G`°oo 00000 o00���00000ppp°°° N Lr) LO N O Um ��� Z �� ON °^' z �a r T n0) r V Q O:5,0zI- \ o o m o a �� c LL O Z` N .-- J a�i�mrno D LL Na pON L U NN.0 (� T 0 0NW� o C � U L FLO U_ Z W m �UZw��04 0 U c u') 'J C mM t vU�mo� C, !m� mW m v- L Q U 0 :E •0 Z (L j► m M r c p W tOC)N � Z a 0 N J Date: 05. 12. 14 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 14-20 Sheet m 1 'R1-N�IAI�t� GOOF TOP UNT SCHEDULE ROOF TOIL UNu u ^ RTU-1 RTU-2 RTU-3 RTU-4 MANUFACTURER - CARRIER CARRIER CARRIER CARRIER MODEL - 50TC-AO&A2A5 50TC-A05A2A5 50TC-AO5A2A5 50TC-A06A2A5 SUPPLY CFM 2000 1600 1600 2000 OUTSIDE AIR CFMI 100 200 200 100 ENTERING AIR DB/WB 18/61 16/61 18/61 18/61 LEAVING AIR D5/W5 56.4/55.8 562/55.5 562/555 56A/55.8 CAPACITY TONS 5.0 4.0 4.0 5.0 TOTAL COOLING MBH (01,900 41,600 41b00 61,900 SENSIBLE COOLING MBH 41,100 34200 34200 41,100 EXT. S.P. IN. H 20 5" 5" 5" b" TOTAL S.P. IN. Hp I.DI" 1.01" 1.01" 1.01" ELECTRIC HEAT KWN. 1.9/208V. 3P. 12.0/208V. 3P. 6.5/208V. 3P. 12.0/208V. 3P. EVAPORATOR FAN HP/FLA 2.4 - 5B 12 - 5.1 12 - 5.1 2,4 - 5.5 COMPRESSOR NOJRLA I - 15.6 1 - 13.1 1 - 13.1 1 - 15.6 CONDENSING FAN NO)FLA 1 - 1.5 1 - 1.5 1 - 1.5 1 - 1.5 ELECTRICAL DATA V/0 208/23OV. 3P. 208/23OV. 3P. 208/23OV. 3P. 208/23OV. 3P. MCA AMPS 33.9 41.9 28.8 453 FUSE/MOCP - 40 50 30 50 EFFICIENCY SEER/EER 13.0 13.0 13.0 13.0 WE IGHT LBS. 1 585 1 565 565 1 586 NOTES PER BELOW 1 1-6 1 1-6 1-6 1 1-(0 NOTES: I. HVAC CONTRACTOR SHALL COORDINATE ELECTRICAL DATA WITH ELECTRICAL CONTRACTOR PRIOR TO ORDER OF EQUIPMENT. 2. UNIT SHALL HAVE A SINGLE POINT ELECTRICAL CONNECTION. 3. PROVIDE MANUFACTURER STANDARD 14" HIGH CURB. 4. PERMANENTLY LABEL ALL SYSTEMS WITH THE RTU DESIGNATION. 5. PROVIDE FACTORY 0-2596 OUTSIDE AIR HOOD. 6. INSTALL FILTERS IN UNIT PRIOR TO START UP AND PROVIDE NEW SET OF FILTERS AT COMPLETION OF CONSTRUCTION. (no 1ROOF-TOF UNIT SCHEDULE SCALE: NONE j j/ ROOFT P UNIT ,4 )RAIN PAN / DUCT FACTORY CURB GASKET 4 WEATHERSEAL REMOVABLE CAP W/ 1/4"RND HOLE DRILLED IN CAP. FOR CLEAN -OUT, VENT OF DRAIN PIPING, TH P-TRAP TT r T= 3" H= 111/2 ROUTE TO NEAREST ROOF DRAIN X= I" OR TO DOWNSPOUT. PROVIDE DRYWELL BENEATH AS REQUIRED. ROOF INSULATION ROOF DECK COUNTERFLASHING STRIP. MARK MANUFACTURER MODEL NUMBER SIZE CFM NECK LOCATION MATERIAL NOTES: A PRICE ASPD 24 X 24 SEE PLAN SEE PLAN CEILING ALUMINUM 1) B PRICE 80 24 X 24 SEE PLAN 24 X 24 CEILING ALUMINUM 1,2,3 C PRICE ACVD 10 X 6 SEE PLAN 110 X 6 1 CEILING ALUMINUM 1,2,4,5 /400/101RND SIZE THROW CFM J NECK)FLEX CONNECTION SIZE NOTES: 1. PROVIDE MANUAL VOLUME DAMPER AT MAIN TRUNK FOR BALANCING. 2. DIFFUSER FINISH SHALL BE OFF-WHITE. 3. GRILLE FACE SHALL BE 11/2" x 1i2" ALUMINUM CUBE CORE. 4. PROVIDE PRE-FAB R-6 INSULATED GRILLE BOX WITH TAB COLLAR 5. GRILLE FACE SHALL BE ADJUSTABLE CURVED BLADE, NO STAMPED GRILLES ACCEPTED. 101 A« D ISTRI13UTION-5C:HEDULE MARK MANUFACTURER MODEL AREA TYPE C.F.M. R.P.M. SONES S.P. WATTS VOLTS PHASE NOTES EF-1� 3,4,5 COOK-GEMINI GsC-120 TOIL/JAN CEILINCsEXHAl1Si 50 1200 1.1 25 35 120v. 1P='. 1-4 NOTES: I. PROVIDE BACKDRAFT DAMPER 2. FACTORY PLUG DISCONNECT. 3. EXTEND TO DISCHARGE POINT AS SHOWN ON MI. 4. FAN SHALL BE CONTROLLED BY ROOM LIGHT SWITCH. 0IFAN SCHEDULE SCALE: NONE HANGER SUPPORTS: - 8'O.C. = 0-35" DUCTS 6'O.C. = 36 -59" DUCTS INSULATED ROUND FLEXIBLE DUCT (MAX. I6-0" LONG) SUPPORT BOTH ROUND METAL d FLEX DUCT EVERY FOUR FEET WITH 2" 24 GA. STEEL STRAP. ?AB COLLAR WITH MANUAL DAMPER INSULATION SUPPLY DUCT RIGID ROUND METAL SADDLE: 22 GAUGE BRANCH DUCT AS APPLICABLE. CEILING CEILING DIFFUSER - HANGER SUPPORTS SHALL BE AS NOTED ABOVE FOR DUCT WIDTHS UP TO 24" AND WITH TRAPEZE HANGERS FOR DUCTS 25" AND ABOVE. J(DI CEILING DIFFUSER RUN -OUT DETAIL ICI)IIRTU,DONDENSATE DETAIL I 6' -0" SPACING $CH. 40 PVC EXTRA LAYER OF ROOF INSULATION METAL DECK - PVC PIPE STRAP: FACTORY FABRICATED, FASTENED TO WOOD SUPPORT W/ GALV. WOOD SCREWS SLOPE W/ ROOF 11 PRESSURE TREATED BLOCK: MINIMUM 2" THK 'PANDUIT' OR 'ZIP' - STRAP OVER INNER CORE OF FLEX. THERMAL INSULATION OVER THE TOP OF THE DIFFUSER (AS APPLICABLE) SUPPLY AIR � F XI 1, � LE BLEUCT D CEILING DIFFUSER CEILING NOTES: - TAPE INNER COIL OF FLEX TO THE DIFFUSER COLLAR TAPE COMPLETELY AROUND TO ASSURE AN AIR TIGHT SEAL OR USE 'ZIP' STRAP AROUND INNER CORE OF FLEX. USE METAL BAND CLAMP WHERE REQUIRED BY LOCAL AUTHORITY. - PULL FLEX INSULATION AND OUTER COVER DOWN OVER GRILLE COLLAR AND SECURE TO GRILLE WITH TAPE ONLY. DO NOT USE STRAP OR OTHER METHOD WHICH WILL COMPRESS INSULATION. - STRETCH FLEX TIGHT BETWEEN DUCT AND DIFFUSER TO AVOID KINKS. SUPPORT EVERY FOUR FEET WITH 2" STEEL STRAP OR OTHER APPROVED HANGER OIROOF CONDENSATE DETAIL J(DI CEILING DIFFUSER DETAIL SCALE: NONE SCALE:NONE I I6 GAUGE BY 2" STAINLESS STEEL STRAP SECURED TO UNIT FRAME WITH 3/4" SCREWS AND TO CURB WITH 211/2" SCREWS. PROVIDE WASHERS BETWEEN SCREWS AND STRAPS, TYP. METAL ROOF DECK WITH STEEL SUPPORTS. (EXISTING) PACKAGED AIR - CONDITIONER NEW CURB ADAPTER J ALTERNATE: SECURE RTU TO CURB WITH "'14 SCREWS WITH WASHERS. PROVIDE THREE PER LONG SIDE AND TWO PER SHORT SIDE. NOTES: - SET PACKAGED AIR CONDITIONER ON CURB ADAPTER AND SECURE AS INDICATED ABOVE WITH AT LEAST THREE STRAPS/SCREWS PER LONG SIDE OF UNIT AND TWO PER SHORT SIDE OF UNIT. - THIS DETAIL IS PROVIDED FOR FLORIDA HURRICANE 146 MPH TIE -DOWN COMPLIANCE. - PROVIDE WASHERS BETWEEN SCREWS/TAPCONS AND STRAPS, TYPICAL. EXISTING ROOF CURB SECURED TO STRUCTURE. - EXISTING CURBS MAY SUPPORT THE NEW CARRIER EQUIPMENT SPECIFIED WITHOUT THE USE OF A CURB ADAPTER THIS MUST BE VERIFIED PRIOR TO BID SUBMISSION. DRTU TIE -DOWN DETAIL SCALE: NONE DCE IL INCH EX,� AUST FAN DETAIL SCALE: NONE EXHAUST DUCT. SEE PLAN FOR SIZE. RUSKIN ELF-6315DXD LOUVER, 18x12. CEILING EXTERIOR WALL REVISIONS BY 0 t, CO v-a`D � Q N cG l� U 5�ti U O U • N .: E ti Q o - ao 3 ti . 0CQ ti U c N 1 w as pppp a0000 °°° ° e F 00o a ° o lb o ° 1 ° o e ° ° -2-1 o'0 °° STATEo o 6- ORIDoo ` 0oo°o °°° o����D00000ppp°° N Lr)m N O Um oC14-t Z o�Z V1M O N U Q O Z n .� L O �v Fn x V)E a a 0� �co J q) M N LLcj��Q =.s. _c CO r C N M , C] N N, C n j U-) o C^ O �N W U d O 0 Z w ao -� z ..V_ C4 o 0 c a� °oM }JEiLLi -°vV�°00 m'i w m Ld J 0O� L Q ` Z m � M Q t CL C � L. tV WZ a 0 IV -J Date: 05. 12. 14 Scale: AS NOTED Project Mgr: AAY Drawn: BMD Job: 14-20 Sheet M2 11-F V' 1"11111 If' 'Tr1I 1 _ PR11 'I I System No. C-AJ-1259 F Rating - 3 Hr T Rating - 0 Hr A �A Section A -A 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 - Nom 4 in. diam (or smaller) Type L (or heavier) copper tube. 3. Forming Material - (Optional, Not Shown) - Mineral wool batt packing material or polyurethane backer rod friction fitted into opening and recessed from floor or wall surfaces as required to accommodate required thickness of fill material. 4. Fill, Void or Cavity Material* - Sealant - Min 1/2 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 1/4 in. thick bead of fill material shall be applied at the concrete/penetrating item interface on both sides of floor or wall. SPECIFIED TECHNOLOGIES INC - SpecSeal Series SSS Sealant or SpecSeal LCI Sealant *Bearing the UL Classification Mark Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 WEE Reproduced courtesy of Underwriters Laboratories, Inc. �` STI Created or Revised: January 2, 2009 ® C-AJ-1259 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com • Website:www.stifirestop.com PAGE 1 OF 1 System No. W-L-1079 F Ratings -1 and 2 Hr (See Item 1 B) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft PANEL A SECT. I SURFACEMOUNTED 120/208 VOLT 3 PHASE 4 W IRE W ITH GROUND FEED THRU LUGS 400A MLO NEMA 1 42.000 AIC NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 1 11 EXAM/OFFICE/TOILETLTS/EM 20 1 120 1376 1 360 120 1 20 TELEPHONE RECEPTACLE 2 5 1 31 CORRIDORS LTS/EM 20 1 120 1260 1500 120 1 20 IT RECEPTACLES 4 5 1 51 RECFPTION/WAITINGLTS/FM 20 1 120 1214 500 120 1 20 LCP 6 5 1 7 NURSE STATION/EXAMS/TOILET 20 1 120 1554 11200 120 1 20 BREAK RM REFRIGERATOR 8 5 1 9 EXAM S//OFFICES LTSlEM 20 1 120 1098 1 1000 120 1 20 BREAK RM COUNTER RECEPT. 10 5 1 11 EXTERIORLIGHTING(*) 20 1 120 1200 1 1500 120 1 20 BREAK RM MICROWAVE 12 5 1 13 EXTERIORLIGHTING(*) 20 1 120 1200 1 1000 120 1 20 BREAK RM COUNTER RECEPT. 14 5 15 SPARE 20 1 120 1 1200 120 1 20 BREAK RM GARBAGE DISPOSAL 16 5 171 SPARE 20 1 120 120 1 20 SIGNS 18 1 19 SPARE 20 1 120 1 900 120 1 20 WATING AREA RECEPTACLES 201 2 21 SPARE 20 1 120 1260 120 1 20 WAITINUCOORR/EXAM RECEPT 22 2 5 23 ENV C 20 1 120 750 1 1500 120 1 20 ExAM 131 RM RECEPT. 24 5 2 25 RECEPTION RECEPTACLES 20 1 120 360 1 120 1 20 SPARE 26 2 2 27 RECEPTION RECEPTACLES 20 1 120 360 720 120 1 20 EXAM 126-129 RMS RECEPT. 28 2 5 1 291 RECEPTION COPIER 20 1 120 1500 720 120 1 20 EXAM 126.129 RMS RECEPT. 30 2 2 31 MANGER/PHONFJCLEAR REPT 20 1 120 540 900 120 1 20 EXAM 126-129 RMS RECEPT. 32 2 2 33 MANGER/PHONF/GLEARREPT 20 1 120 540 900 120 1 20 EXAM 134,135, 143-145 RMS REC. 34 2 2 E2 35 MANGER/PHONF/CLEARRFPT 20 1 120 900 900 120 1 20 EXAM 134,135, 143-145RMSREC. 36 2 2 37 RRRECEPTACLES 20 1 120 720 900 120 1 20 EXAM 134,135,143-145RMS REC. 38 2 39 CORRIDOROR RECEPTACLES 20 1 L20 540 120 1 20 SPARE 40 411 SPARE 20 1 1 120 900 120 1 20 EXAM 112-116 RMS RTC. 42 2 PANEL A SECT.2 SURFACEMOUNTED 120/208 VOLT 3 PHASE 4 W IRE W ITH GROUND 400A MLO NEMA 1 42,000 AIC NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TiIP POLE VOLT VOLT POLE TRIP NO. 43 SPARE 20 1 120 1 900 120 1 20 EXAM 112-116 RMS REC. 44 2 45 SPARE 20 1 120 900 120 1 20 EXAM 112-116 RMS RBC. 46 2 47 SPARE 20 1 120 360 120 1 20 SPARE 48 2 49 SPARE 20 1 120 360 120 1 20 ARNPRECEPTACLES 50 2 51 SPARE 20 1 120 360 120 1 20 ARNP RECEPTACLES 52 2 53 SPARE 20 1 1 120 1080 120 1 20 BREAK/CORRIDORRECEPTACLES 54 2 55 SPARE 20 1 120 720 120 1 20 1 OFFICE 121-124RECEPTACLES 561 2 57 SPARE 20 1 120 1 720 120 1 20 OFFICE 121-124RECEPTACLES 58 2 59 SPARE 20 1 120 720 120 1 20 OFFICE 121-124RECEPTACLES 60 2 61 SPARE 20 1 120 360 120 1 20 NURSE STATION RECEPTACLES 62 2 63 SPARE 20 1 120 360 120 1 20 NURSE STATION RECEPTACLES 64 2 65 SPARE 20 1 120 1500 120 1 20 NURSE STATION EQUIPMENT 66 5 5 67 RECIRC-PUMP 15 1 120 250 1 1500 120 1 20 NURSE STATION EQUIPMENT 68 5 5 69 EWH 20 2 208 1500 1 540 120 1 20 NURSE STATION COUNTER RECEP 70 2 5 71 1500-F 720 120 1 20 ROOF SERVICE RECEP 72 2 4 73 RTU-I 40 3 208 3293 1 2779 208 3 40 RTU-3 741 4 4 75 3293 2779 — 76 4 4 771 78 4 4 791 RTU-2 40 3 208 2779 1 3293 1 1 M8 3 40 RTU-4 80 4 4 8111 1 1 2779 1 3293 82 4 4 831 84 4 CONNECTED SYSTEM PHASEAMPS VA VOLTS 272441 26902 30808 257 NOTE( ) *. RELOCATE EXISITNGEXTERIORLIGRTING CIRCUIT FROM HOUSE PANEL TO PANEL'A'. FIELD VERIFY 120/208V, 3PHASE 227 224 NOTES LOAD TYPE IS LARGER CONNECTED NEC DEMAND DEMAND LOAD I LIGHTING L0/208V. 10102 1.25 12627.5 VA 15080 VA 0 VA 36432 VA 18260 VA 0 VA 0 VA 82400 VA 2 RECEPTACLES 20160 1 3 AIR CONDITIONING 0 0 4 HEATING 36432 1 5 MISC. NON -CONTINUOUS 18260 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 3 PHASE 229 AMPS ELECTRICAL SPECIFICATIONS: THE WORK UNDER THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE OIN 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. OALL ELECTRICAL EQUIPMENT SHALL HAVE UL LABEL AND SHALL BE OF SPECIFICATION GRADE, POWER DISTRIBUTION HOUSE PANELBOARD: PROVIDE DEAD -FRONT, 33 SAFETY -TYPE POWER DISTRIBUTION PANELBOARDS AS INDICATEDt WITH PANELBOARD SWITCHING AND PROTECTIVE DEVICES IN QUANTITIES, RATINGS, TYPES, AND WITH ARRANGEMENT SHOWNt WITH ANTI -TURN, SOLDERLESS PRESSURE TYPE MAIN LUG CONNECTORS APPROVED FOR USE WITH COPPER CONDUCTORS. OPANELBOARDS EQUAL TO SQUARE D TYPE "QO". VOLTAGE SHALL BE AS INDICATED. ACCEPTABLE MFG.t G.E., SIEMENS AND CUTLER -HAMMER ALL PANELBOARDS SHALL BE CONNECTED, DISTRIBUTED PHASE WITH OCIRCUIT NUMBERING AS INDICATED ON THE DRAWINGS. PANEL50ARDS SHALL BE NUMBERED WITH ODD NUMBERS ON THE LEFT SIDE OF THE PANEL AND EVEN NUMBERS ON THE RIGHT SIDE OF THE PANEL. UNLESS OTHERWISE INDICATED, PROTECTIVE DEVICES SHALL BE MOUNTED OWITH 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 WHERE THE BUILDING STRUCTURE IS NOT SUITABLE FOR MOUNTING THE EQUIPMENT DIRECTLY THEREON. UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT PROTECTIVE DEVICES ENCLOSURES SHALL BE NEMA TYPE 1, GENERAL PURPOSE TYPE. CIRCUIT PROTECTIVE DEVICES INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL HAVE WEATHERPROOF ENCLOSURES, NEMA TYPE "3R" OR TYPE "411 ALL SAFETY SWITCHES SHALL BE GENERAL DUTY TYPE. SWITCH MECHANISM OSHALL 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 OS CIRCUIT BREAKERS FOR MOUNTING IN HOUSE PANELBOARD SHALL BE BOLT -ON OR PLUG IN TYPE, 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. OUPON COMPLETION OF WORK CORRECT ALL PMEL50ARD CIRCUIT DIRECTORY CARDS TO REFLECT AS -BUILT CONDITIONS. PANELBOARD DIRECTORIES SHALL BE UPDATED WITH TYPEWRITTEN ACCURATE AND CURRENT INFORMATION BY THE CONTRACTOR AT THE END OF CONSTRUCTION. DIRECTORIES SHALL REFLECT RECORD CONDITIONS AND INCLUDE CIRCUIT NUMBER TYPE AND LOCATION OF LOAD- A SET OF AS -BUILT DRAWINGS SHALL ALSO BE PREPARED AND TURNED OVER TO THE OWNER ALL CONDUCTORS SHALL BE THHN/THWN COPPER 012 MIN_ AND INSTALLED IN 10 A COMPLETELY ENCLOSED RACEWAY SYSTEM. FEEDERS MAY BE ALUMINUM WHEN LARGER THAN % AWG UNLESS SPECIFICALLY NOTED ON DRAWINGS, RACEWAYS SHALL COMPLY 11 WITH THE FOLLOWING: RACEWAYS EXPOSED TO THE WEATHER OR IN DAMP LOCATIONS 12 SHALL BE SCHEDULE 40 PVC OR GALVANIZED RIGID STEEL WITH THREADED CONNECTIONS WHEN EXPOSED TO DAMAGE_ RACEWAYS SHALL BE SIZED FOR THE CONDUCTORS INSTALLED, MINIMUM 1/2". FULL SIZE MC CABLE IS ACCEPTABLE IN DRY LOCATIONS. 13 HOME RUNS TO PANELS TO BE IN CONDUIT. 14 RACEWAYS RUN BELOW GRADE SHALL BE SCHEDULE 40 PVC ALL METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY 15 SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS, AND EQUIPMENT. 16 ALL RACEWAYS SHALL BE SECURELY SUPPORTED FROM THE BUILDING STRUCTURE. 17 ALL RACEWAYS SHALL BE PROVIDED WITH EQUIPMENT GROUND CONDUCTOR - ALL BOXES SHALL BE RIGIDLY MOUNTED AND SHALL BE EQUIPPED WITH 18 SUITABLE SCREW FASTENED COVERS. OPEN KNOCK -OUTS OR HOLES IN BOXES SHALL BE PLUGGED WITH A SUITABLE BLANKING DEVICES. OUTLET BOXES FOR EXPOSED WALL MOUNTING AND OUTDOOR INSTALLATION lg SHALL BE CAST METAL TYPE "FS" OR "FD" BOXES WITH SUITABLE GALVANIZED SHEET STEEL COVERS, OR CAST METAL WEATHERPROOF OR VAPOR TIGHT COVERS WHEN NOTED ON THE DRAWINGS. UNLESS OTHERWISE INDICATED, ALL CONDUCTORS SHALL BE COPPER NO, 12 20 AWG. MINIMUM. OR SIZE AS SHOWN ON DRAWINGS. CONDUCTORS SHALL HAVE TYPE ' 'THHN/THWN' INSULATION. ELECTfiRICAL 5�rM50L LEGEND SYMBOL DESCRIPTION M❑UNTING 1 X 4 FLUORESCENT FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE X 4 FLUORESCENT FIXTURE SEE FIXTURE F2 LETTER INDICATES TYPE SCHEDULE SHADING DENOTES FIXTURE WITH EM BATTERY PACK. SEE FIXTURE 'NL' DENOTES FIXTURE UNSWITCHED FOR NIGHT LIGHT SCHEDULE FLUORESCENT STRIP FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE FLUORESCENT WALL BRACKET FIXTURE SEE FIXTURE LETTER INDICATES TYPE O PL FLUORESCENT DOWNLIGWT SEE FIXTURE LETTER INDICATES TYPE SCHEDULE 4 EX EXIT -SHADING DENOTES FACEPLATE LOCATION_ LETTER SEE FIXTURE INDICATES TYPE. PROVIDE ARROWS AS REQUIRED, SCHEDULE SINGLE POLE SWITCH (20,4-120/2-1-1) 48" AFF OR AS S S3 So '3' DENOTES 3-WAY 'O' DENOTES OCCUPANCY SEN50R NOTED DUPLEX RECEPTACLE, 125V, 20A la" AFF OR AS 'IG' DENOTES ISOLATED GROUND NOTED DUPLEX RECEPTACLE, 125V, 20A 18" AFF OR AS NOTED DUPLEX RECEPTACLE, 125V, 20A 46" AFF OR AS NOTED 0 QUADRAPLEX RECEPTACLE, 125V, 20A 15" AFF OR AS NOTED Q COMBINATION VOICE/DATA OUTLET 18" AFF OR AS NOTED Tv T.V. OUTLET 18" AFF OR AS NOTED PANELBOARD 120/240V SEE PANEL SCHEDULE RACEWAY CONCEALED IN WALL OR ABOVE CEILING SEE SPECIFICATIONS HOMERUN TO PANEL. LETTERS INDICATE PANEL, SEE SPECIFICATIONS NUMBERS INDICATE CIRCUIT_ NOTE: HASH MARKS INDICATES THE NUMBER OF WIRES EXCLUDING THE REQUIRED EQUIPMENT GROUND. / MOTOR, NUMERAL INDICATES HORSEPOWER AS NOTED MOTOR RATED SWITCH WITH OVERLOAD MOUNTED ADJACENT RELAYS IF REQUIRED. TO EQUIPMENT 0, NON -FUSIBLE SAFETY SWITCH-51ZE AS NOTED SEE SPECIFICATIONS FUSIBLE SAFETY 5WITCH-SIZE AS NOTED SEE SPECIFICATIONS R �S FIRE ALARM DUCT DETECTOR CRA'DENOTES MOUNTED IN RETURN AIR '5A' DENOTES SUPPLY AIR) HVAC DUCTWORK Z FAN OR AIR HANDLER SHUTDOWN RELAY MOUNTED ADJACENT TO EQUIPMENT © FIRE ALARM V15UAL SIGNAL 80" AFF OR AS NOTED Q FIRE ALARM MANUAL PULL5TATION 48" AFF OR NOTED FIRE ALARM AUDI5LE/VI5UAL SIGNAL. ADA 80" AFF OR ®4 COMPATIBLE AS NOTED Q FIRE ALARM SMOKE DETECTOR ON CEILING OR AS NOTED FAO FIRE ALARM PANEL ('FRCP' DENOTES FIRE ALARM 60" AFF OR FM CONTROL PANEL, 'FAA' DENOTES ANNUNCIATOR) AS NOTED EX DENOTES EXISTING DEVICE OR CIRCUIT TO REMAIN R DENOTE NEW LOCATION FOR RELOCATED DEVICE O3 O REFER TO LIKE NUMBERED NOTES NOTE: ALL MOUNTING HEIGHTS SHOWN ARE TO THE TOP OF THE DEVICE UNLESS NOTED OTHERWISE. NOT ALL SYMBOLS APPEAR ON PLANS, ABBREVIATIONS - 313 SPLICES, SPLICES, TAPS AND ATTACHMENT FITTINGS AND LUGS SHALL BE 21 ELECTRICALLY AND MECHANICALLY SECURE AND SOLDERLESS FOR AFF - ABOVE FINISHED FLOOR AHU - AIR HANDLING UNIT 3 3 CONDUCTORS SIZES NO. 8 AWG AND LARGER THERE SHALL BE PLENTY OF BFG - BELOW FINISHED GRADE 2 3C THAT THERE 16 OUTLETS ANGS CORRECT C - CONDUIT 3B NO BNDINGLATITHEOBUSHINGS. ALL LLUXES, SHALL BE OF THE SIZES CW - COOL WHITE 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 DACP - DOOR ALARM CONTROL PANEL OF JOINTS SHALL BE WITH VINYL PLASTIC ELECTRICAL TAPE TO SECURE DN - DOWN INSULATION STRENGTH EQUAL TO THAT OF THE CONDUCTORS JOINED. EF - EXHAUST FAN EN - EQUIPMENT GROUND 3C 22 THE INTERIOR ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND EN - ENCLOSURE EFFECTIVELY GROUNDED AS REQUIRED BY THE NEC AND AS SPECIFIED C WATER COOLER 2 3C HEREINAFTER EWH - ELECTRIC WATER HEATER 1A 1B 23 CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. EX - EXISTING FCU - FAN COIL UNIT A Section A -A THE CONTRACTOR SHALL VERIFY ALL LOCATIONS WITH THE OWNER PRIOR TO FHP - FRACTIONAL HORSE POWER INSTALLATION. THEY SHALL NOT BE CHARGED FOR MINOR LOCATION FLA - FULL LOAD AMPERES ® CHANGES PRIOR TO INSTALLATIONS. LOCATIONS ARE APPROXIMATE. (DO G - GROUND 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the NOT SCALE DRAWINGs). GFI - GROUND FAULT INTERRUPTER manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL ELECTRICAL HID - HIGH INTENSISTY DISCHARGE include the following construction features: 25 THE O LAYOUTS FOR BIDDING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF - HORIZ HORIZONTAL A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. CONTRACTOR TO PREPARE DETAILED SHOP DRAWINGS AND CONFIRM IG - ISOLATED GROUND lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide and SPACE ALLOCATIONS. LW - LIGHT WHITE spaced max 24 in. OC. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL DISCIPLINES HP - HORSEPOWER, HEAT PUMP HVAC - HEATING, BENTILATING, AIR CONDITIONING B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of 26 FOR ELECTRICAL CONDUIT ROUTING AND EQUIPMENT PLACEMENT. AVOID O JB - JUNCTION BOX layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire INTERFERENCE WITH ARCHITECTURAL AND STRUCTURAL FEATURES SUCH AS: Resistance Directory. Max diam of opening is in wood stud walls is 13 in. Max diam of opening in steel stud walls is 16 in. BEAMS, FOOTINGS, WINDOWS, ETC. NOTIFY ARCHITECT IMMEDIATELY OF ANY LRA - LOCKED ROTOR AMPERES CONFLICTS. MCB - MAIN CIRCUIT BREAKER The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. MLO - MAIN LUGS ONLY 2. Through Penetrant - One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop THE ELECTRICAL CONTRACTOR THE HVAC FOREMAN AND GENERAL 27 CONTRACTOR PROJECT MANAGER SHALL INSPECT t REVIEW THE N - NEW system. The annular space between pipes or conduits and periphery of opening shall be min 0 in. (point contact) to max 3 in. CONDITIONS, AND SHALL COORDINATE THEIR WORK SO AS TO PROVIDE NL - NIGHT LIGHT Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or ADEQUATE SPACE ALLOWANCE ABOVE CEILING FOR ALL TRADES. OB - OUTLET BOX conduits may be used: PB - PULL BOX, PUSH-BUTTON A. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE 28 INTENDED TO DEPICT THE GENERAL INTENT OF THE WORK IN SCOPE, LAYOUT R - RELOCATED RECEPT - RECEPTACLE B. Iron Pipe - Nom 12 in. diam (or smaller) cast or ductile iron pipe. AND QUALITY OF WORKMANSHIP. THEY ARE NOT INTENDED TO SHOW IN MINUTE aSP - SUPPLY FAN C. Conduit - Nom 4 in. diam (or smaller) electrical metallic tubing, nom 6 in. diam (or smaller) steel conduit or nom 1 in. diam DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT SHALL BE UNDERSTOOD THAT SUCH DETAILS SPEC - SPECIFICATIONS (or smaller) flexible steel tubing. WILL BE PART OF THIS WORK. SWECS - SMOKE WARNING EMERGENCY CALL SYSTEM D. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE TL - TWISTLOCK TTB - TELEPHONE TERMINAL BOARD E. Copper Tube - Nom 6 in. diam (or smaller) Type L (or heavier) copper tube. 2g AND FUNCTIONAL SYSTEM: CONTROLS, AND CONNECTIONS TO NEW SERVICES, TVTB - TELEVISION TERMINAL BOARD SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATION UNO - UNLESS NOTED OTHERWISE OF THE SYSTEM, WHETHER SPECIFICALLY SHOWN OR NOT ON THE DRAWINGS. VERT - VERTICAL WHERE DRAWINGS AND SPECIFICATIONS CONFLICT, IT SHALL BE THE WM - WATT MISER 30 RESPONSIBILITY OF THIS CONTRACTOR TO BRING SUCH CONFLICT TO THE WP - WEATHERPROOF ATTENTION OF THE ENGINEER FOR CLARIFICATION. WW - WARM WHITE XFMR - TRANSFORMER Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. �` Created or Revised: January 2,2009 W-L-1079 STI (800)992-1180 * (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com * Website:www.stifirestop.com PAGE 1 OF 2 011 ELECTRICAL FIRS RATI1-14GO-i DETAILS 0 ELECTRICAL PANEL SC*rIEDULE 0 ELECTRICAL LEC AND SPE-CIF: ICATIONS NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE REVISIONS BY U 00 4 00 C � C') o N R7 U E U �, C ro X UH C' U • N cC Lo 3 3 � 3 O = N vti 0 ` oaa.. N M 1 1 1 W R: 1�111111,,, s No.59480 —_ -12-14 Xz STATE OF �9�® �CORID11,NAL Q Z , J M 3w0y;r, Z' J oo Wu p E S. lv CV h rn 4 U JW m Z� U N U c o� LA _ J C) ° m M 3 Q W = 00U�°°°U_ m 0 I m W J L Q V t -M O O L PO _C C Q N _C WZ a O N LL Date: 05. 12. 14 Scale: AS NOTED Project Mgr: AAY Drawn: TIT/WR Job: 14-20 Sheet El 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-GEB1013 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. 110O LUMEN MINIMUM Al LITHONIA 2GT8-3-32-Al2-125MVOLT-GEB101S 3-32W T8 LAY -IN 2 x 4, STATIC TROFFER WITH METALUX 4100 K ACRYLIC PRISMATIC LENS COLUMBIA 85 CRI 3 LAMP A1E LITHONIA 2GT8-3-32-Al2-125MVOLT-GEB101S 3-32W T8 LAY -IN 2 x 4, STATIC TROFFER WITH METALUX EM 4100 K ACRYLIC PRISMATIC LENS AND SELF CONTAINED COLUMBIA 85 CRI BATTERY BALLAST. 110O LUMEN MINIMUM B LITHONIA 2GT8-2-17WT8-A125 MVOLT-GEB-BDP 2-17WT8 LAY -IN 2' X2' 2 LAMP PRISMATIC METALUX 82 CRI FLUORESCENT LAY -IN DAY BRITE 3500K COLUMBIA BE LITHONIA 2GT8-2-17WT8-A125 MVOLT-GEB-BDP 2-17WT8 LAY -IN 2' X2' 2 LAMP PRISMATIC METALUX -EL14 82 CRI FLUORESCENT LAY -IN WITH DAY BRITE 3500K EMERGENCY BATTERY COLUMBIA BALLAST 1100 LUMEN MINIMUM C LITHONIA LGF-1/32TRT-6RW-FOL-120 1-32W TRT RECESSED 6" SHOWER COMPACT FLUORESCENT DOWNLIGHT METALUX 4100 K COLUMBIA 85 CRI HE WILLIAMS D LITHONIA LF6N-1 /32TRT-F6B 5W -M VOLT 1-32W TRT RECESSED 6" DIAMETER RECESSED DOWNLIGHT METALUX 4100 K COLUMBIA 85 CRI HE WILLIAMS E LITON LH1499A-LR1401C 1-50W MR16 RECESSED 4" DIA FLUORESCENT DOWNLIGHT METALUX HALOGEN WITH CLEAR REFLECTOR COLUMBIA LITHONIA G AMERICAN 80814-FCS 1-18W SURFACE DECORATIVE INTERIOR WALL SCONCE GLASS LIGHT BIAX MOUNTED MATTE METALLIC FINISH COMPANY 4100 K X LITHONIA LQMS-W-3R-120/277-ELN FACTORY SURFACE UNIVERSAL EXIT SIGN WITH RED METALUX INSTALLED LAMPS LETTERS, BATTERY PACK AND ADJUSTABLE. COLUMBIA EMERGENCY LIGHTS BHEGELLI LIGHTING ALLOWANCE CALCULATION FBC 2010 WATTAGE TOTAL ACTUAL ALLOWED PER WATTAGE BALLAST BALLAST WATTAGE ROOM NAME AREA SQUARE FOOT ALLOWED LAMP TYPE QUANTITY WATTAGE USED OFFICES 841 1.1 925.1 2-32W78 14 58 812 EXAM ROOMS 2065 1.5 3097.5 3-32W T8 8 85 680 BREAKROOM 168 1.2 TOILETS 197 0.9 CORRIDOR 1118 0.5 STORAGES 134 0.8 RECEPTION 318 1.1 WAITING 690 1.3 EL/MECH. ROOM 116 1.5 2-32W T8 28 58 1624 201.6 2-32W T8 3 58 174 177.3 2-32WT8 4 58 232 1-32CFL 1 36 36 559 2-32WT8 20 58 1160 107.2 2-32W T8 4 58 232 349.8 2-32W T8 5 58 290 1-50W MR-16 2 50 100 897 1-32WCFL 16 36 576 2-17W T8 8 36 288 1-18W 3 20 60 174 2-32W T8 3 58 174 11 M M M LV CONTROL WIRING t- ' ZONES 1-al2C 01(o PER ZONE) TOTALS 5647 6488.5 6438 COMPLIES BY 50.5 CONTROL NOTE: LOW VOLTAGE SWITCH FOR AUTOMATIC LIGHTING CONTROLS ARE REQUIRED AND ARE PROVIDED BY OCCUPANCY SENSORS AND OVER -RIDE CONTROL OF AREA LIGHTING AUTOMATIC TIMECLOCK CONTROL. BUILDING IS LARGER THAN SOOOSQ. FEET CONTACTORS. CONSULT MFR (7`'P) ELECTRONIC OMICAL TIME CLOCK ER -RIDE CAPABILITY .TIC ET-1O815CR OR .ENT L32-11 CONTROL POWER Z1-CORRIDOR LIGHTS 7-2-CORRIDOR LIGHTS Z3-SIGN Z4-EXTERIOR LIGHTS Z5-EXTERIOR LIGHTS Z6-SPARE Z-1-SPARE za-SPARE SM SM SM SM ZI-2 ZI-2 ZI-2 ZI-a RECEPTION CORRIDOR CORRIDOR ELECTRIC RM AUTOMATIC LIGHTING CONTROL DIAGRAM CONTACTOR TERMINATIONS I 1@1 LIGHTING ALLOUJANCE AND FIXTURE SCHEDULE5CALE. NOT TO 5CALE I KI :J goo "Oz I Now EN mmmwa M0_1 MWAO-MM"WANIMMMM 0 larm EIIIIIIII1117HOM! MEN 1011111110111111111 OFI-BEEMENE oil No No 0 OWN o r 0 r aPS No I 81o0 rr �o rr D190 �r mooM 0 ■r�r 0 E�,�.�,0 r 0 r rr -__ rr Embsom W�zm ," "Wo.- s M En � F_ f9v 0 a' 4 hq. -W ff F, ow ago 11110 qb - n,4,nqJ -4 =looms IN R."94-M.. Do onq m w - � 0 E W W_ _. W-1 I M 00 �'N E V, W_ �Mmwmm �MMMMMON-0 E-dom"'IM. Emma, E 111 Wo M� 1[0J=5 p-m-WOMM" 0 -an INN/wo P-01.11MMIM 0 0 MO=l[OJEEE 0 IN-00,04 - .4- 1 10J 0 E 0 0 au, memp-00JEWN 1 vAg NINE AWS mmi 1, 0_1 ONJ o Ku PAW 13 win 0 ILI 0 FA R. 0 M a's P, EII 11IM-NOW-4p - -.411620111111 MINE, 'I so Is gogw v a I 18 0 IWO ONEei W11 oil' M W-01la-mmm 0M PA M9 '1 Or� " 0, r Emil MIR0 a , o 0 gib.. WA _ _ IMMMMM11MMM= v W. or's Wroll 04 - 0 OEM I loom ROME kqm e 0 Wwjr A "kew", -ad". �'� /III Ilo �, • � '" 1k W, rej pmaq 111=1 pJ Nomad -is 0-1494 MEN 0 �• §1 �� � � �� O !EN �°'�\ ■Pik � o _ 110100'� �[Ol�0110MEAM r� r� EX A-11,13 � 8 BUILDING L 1GHTS O ELECTRICAL L IGHTM3 PLAN SCALE: 3116" = I'-m" I\d KEYED NOTES DRAWING NOTES O I. PROVIDE 2' X 4' LAY -IN LIGHT FIXTURE. 2. PROVIDE LIGHT SWITCH. VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH -IN. 3. PROVIDE DECORA OCCUPANCY SENSORS IN AREAS SHOWN. LEVITON 00D515-1D. 4. PROVIDE NEW CEILING MOUNTED OCCUPANCY SENSORS IN AREA SHOWN. CEILING SENSOR SHALL CONTROL POWER TO LINE SIDE OF LIGHT SWITCH. 5. ROUTE LIGHTING CIRCUIT HOME RUN VIA LIGHTING CONTROL PANEL. PROVIDE AN UN -SWITCHED CONDUCTOR THROUGHOUT THE CIRCUIT FOR ALL EMERGENCY, NIGHT AND EXIT LIGHTS 6, MASTER SWITCH FOR LIGHT CONTROL AND AFTER HOURS OVER RIDE OF LIGHTING CONTROL PANEL. -1. PROVIDE INTERMATIG ETC9O815CR a ZONE LIGHTING CONTROL PANEL. REFER TO LIGHTING CONTROL DETAIL FOR MORE INFORMATION. PROVIDE A 2 BUTTON MOMENTARY SWITCH ADJACENT TO THE TIME CLOCK FOR MANUAL TESTING. a. INTERCEPT EXISTING EXTERIOR BUILDING LIGHT CIRCUIT HOMERUNS AND ROUTE VIA LIGHTING CONTROL PANEL. NEW WIRES/ CONDUITS TO MATCH EXISTING. CeNERAL 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 BE NIGHT LIGHT, CIRCUITED HOT FOR CONTINUOUS OPERATION. 4_ PROVIDE UNSWITCHED CONDUCTOR TO ALL NIGHT, EMERGENCY AND EXIT POWER. 5- COMPLY WITH NEC: FOR DISCONNECTING MEANS OF FLUORESCENT LUMINARIES. 6, PER NEC 51-1.13, ALL WIRING TO BE IN EMT WITH AN EQUIPMENT GROUND CONDUCTOR OR HEALTH CARE RATED MC CABLE WITH AN INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR 7. INSTALL LOCK -ON DEVICE ON CIRCUIT BREAKERS FOR EMERGENCY LIGHTING AND EXIT LIGHTS TO PREVENT ACCIDENTAL TURNING OFF OF CIRCUITS. 5. THE CONTRACTOR SHALL VERIFY THE CONDITION OF THE EXISTING LIGHT FIXTURES DURING THE MANDATORY SITE VISIT AND INCLUDE THE REPAIR OF ALL THE EXISTING LIGHT FIXTURES. THE CONTRACTOR SHALL REPAIR ALL LAMPS AND BALLASTS AS REQUIRED FORA COMPLETELY OPERATIONAL SYSTEM. INCLUDING ALL EXTERIOR LIGHTS 9, THE CONTRACTOR SHALL VERIFY THE CONDITION OF THE EXISTING LIGHT FIXTURE LENS AND PROVIDE NEW LENS WHERE THEY ARE FOUND TO BE DAMAGED. CRACKED OR DISCOLORED, 10, JUNCTION BOXES FOR EXISTING EXTERIOR LIGHTING ARE SHOWN FOR REFERENCE ONLY. FIELD VERIFY EXACT LOCATIONS AND CIRCUITS LOCATIONS REVISIONS BY f� n v �„--. 00 N 4-- _ � E 4J �J U � u o c u 4 • N Q U ti Q o cv 3 a c �-, E o 0 N �-� cry Id_ a►�41mi ®®®99111p// No. 5WO -12-14 �® STATE OF °` 4/i2 4 RI �Q� ul U-1 V 0 U JL,J m Z U N U J > PO 0UM°i m •� Q I mw J =vi a)O = -2 �Q 0 a O Z 00 Z a fV O ° L.L_ Date: 05. 12. 14 Scale: AS NOTED Project Mgr: AAY Drawn: IIT/WR Job: 14-20 Sheet E 2 EX EX 120/208V, 3PH NEW EX EX NEW PNL PNL BUILDING 400A ® MAIN 'A' 'A' 800 AMPS 400A 400A m O MCB MLO MLO MCB ® 120/208V, SEC_1 SEC2 O 3PH O O EX EX DRAWING NOTES: O 1_ CONTRACTOR SHALL DEMOLISH EXISTING (3) 200 AMPS EX METERS/MAIN BREAKER BANKS AND PROVIDE (1) 400 GR ROD AMPS METER/MAIN BREAKER BANK MATCH EXISTING 2. EXTEND 4 0500 KCMIL AND 1 03 EG IN 3-1/2 "C, 3. PROVIDE ELECTRICAL PANEL. REFER TO PANEL SCHEDULE ON E1 FOR REQUIREMENTS - DATE: 04-28-14 REVISED: FAULT CURRENT STUDY CABLE IMPEDANCE VALUES BASED ON IEEE STD. 241-1990, TABLE 65. PROJECT: FMC INTERNAL MEDICINE ZEPHYRHILLS, FL SYSTEM VOLTAGE: 208 WIRE TYPE CU=1 ASSUMED BASE KVA: 300 WIRE TYPE AL=2 UTILITY COMPANY AFC: 41667 PVC CONDUIT UTILITY COMPANY X/R RATIO: 12 SOURCE SOURCE WIRE WIRE # OF FEEDER BUS BUS AFC X/R RUNS LENGTH X/R AFC -BUS - BLDG MAIN ----------SIZE 41667 12.00 ----------TYPE 500 --------- 1 2 75 3.77 28956 PANEL 'A' 28956 3.77 500 1 1 35 2.76 22277 FAULT CURRENT STUDY NOTE: L THE ELECTRICAL CONTRACTOR SHALL OBTAIN A LETTER FROM UTILITY COMPANY FOR THE AVAILABLE FAULT CURRENT AT THE SECONDARY TERMINALS AT THE INSTALLED UTILITY TRANSFORMER NOTIFY ENGINEER IF THE EX O BLDG STEEL AVAILABLE FAULT CURRENT EXCEEDS THE BASIS OF DESIGN. EX CWP EX GR_ ROD (DELECTRICAL RISER DIAGRAM SCALE: NOT TO SCALE HVAC EQUIft**1ENT DISCONNECT AND FEEDEF, SCHEDULE UNIT ID DESCRIPTION WIRE AND CONDUIT SIZES DISCONNECT MCA MOCP RTU-I ROOF TOP PACKAGE UNIT 3 "8 AND 1 #10 E.G. IN 3/4" C 60/3/40/3R 33S 40 RTU-2 ROOF TOP PACKAGE UNIT 3 "8 AND 1 010 E:G. IN 3/4" C 60/3/35/31R 31.1 35 RTU-3 ROOF TOP PACKAGE UNIT 3 08 AND 1 010 EJ3, IN 3/4" C 60/3/35/3R 311 35 RTU-4 ROOF TOP PACKAGE UNIT 3 08 AND 1 *10 E:G_ IN 3/4" C 60/3/40/3R 33.9 40 RECORDS / PHONE 31 108 / TOIL CLOSET 1m, 4FICE AN I A TE1 5 BUILDING METERS/ 5 MAINS 0 EXISTING BUILDING MAIN 1 REFERRAL CLERK I I GFI Rtu-1 GFI'tf46 \ EXAM 115 A-39 CORRIDOR 105 2-7° T P. \ Z EXAM JI A-31 0 134 TOILET 36 /- 1f°3 ° / A-36 8/4C 3 RECEPTION 6 Q W 104 % k Z =3 Ily- L J / 2 E — � L� GF 40 A-29 2ELEG 4 FI O Q 1 2 A- PHO -66/68 0 mff ' GFI 40 ° T P 102 A-6 - 6 LG 2 A402/ 4 —T7 'A' 'A' T- A-20 SEC.1 SEC 5 GFI 6 EXAM 145 A-L 3 WAITING 101 Sric -2 0/32 EXAM TYP. EXAM / PROCEDURE Iz9 t- ° i I-24 30 / �'1 2 32 / A-22 '}22 [77 [7 1717 EXAM 128 32 \ y GFI 46 r 14� EXAM T 116 0L 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) P EMT EMPTY CONDUIT 4x4x2-116" DEEP JUNCTION BOX OR WITH PLASTER RING. MOUNTING HEIGHT 16" ON CENTER 4x4x2-1/8" DEEP JUNCTION BOX WITH PLASTER RING- MOUNTING 0 VERIFY HEIGHT FOR TV G WALL FLOOR T�i=IGAL CO�UNICATION OUTLET DETAIL D31 COMMUNICATION OUTLET DETAIL AND SCI- EDULE SCALE: NOT TO SCALE A-14,1 ,4 �FNff oa -,)EXAM 135 A-31 IE TOIL 13L GFIii40 38 �/ EXAM 144 —U CORRIDOR 125 CLOSET 13-1 GFI �� \ / � 38 EXAM 143 LJ0 A_ a �17 EXAM 12 Co 7'� < \ 32 \ y TOILET 138 1' CL � 139 G 54 RC -PUMP JANITOR 141 MED5 142 O ELECTRICAL POUTER PLM SCALE: 3/16" ■ P-0" EXISTING UTILITY POLE MOUNTED TRANSFORMER O Q 120/208V 3PH. REFER TO RISER DIAGRAM FOR REQUIREMENTS. �11 /kIE 0 = x60 ICE 12 6 56 oFF I c 123 60 ro 0 F 124 �u KEYED NOTES DRAWING NOTES: I. LOCATION OF EXISTING BUILDING MAIN AND METER5/MAINS. CONTRACTOR SHALL DEMOLISH EXISTING; (3) 200 AMPS METER5/MAIN BREAKER BANKS AND PROVIDE (1) 400 AMPS METER/MAIN BREAKER BANK 2. LOCATE RECEPTACLE AND DATA OUTLET IN MILLWORK COORDINATE WITH CABINET INSTALLER 3_ PROVIDE RECEPTACLE FOR ELECTRICAL WATER COOLER PROVIDE CORD AND CAP IF REQUIRED. COORDINATE WITH OWNER 4. LOCATE MICROWAVE OUTLET IN UPPER CABINET MILLWORK AS DIRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE. COORDINATE WITH MILLWORK INSTALLER 5. HEIGHT AND LOCATION OF TV OUTLET AND RECEPTACLE TO BE 65" AFF. COORDINATE WITH TENANT PRIOR TO ROUGH -IN ro. PROVIDE A 4'X8'X 3/4" THICK TELEPHONE TERMINAL BOARD. PAINT WITH TWO COATS OF FIRE RETARDANT PAINT. EXTEND: a. (1) - 1" CONDUIT FROM TELEPHONE BOARD TO TELECOM TERMINAL CABINET (TTC) FOR TELEPHONE SERVICE b_ (1) -1" CONDUIT FROM TELEPHONE BOARD TO CABLE TV TERMINAL CABINET (TVTC) FOR CABLE TV SERVICE. 1. PROVIDE A GROUND BAR AT THE TELEPHONE BOARD AND EXTEND A 04 GEC TO THE BUILDING STEEL 8. PROVIDE FINAL CONNECTION TO GARBAGE DISPOSAL_ LOCATE SWITCH ABOVE COUNTER ADJACENT TO SINK 9. PROVIDE ELECTRICAL PANEL_ REFER TO R15ER DIAGRAM FOR REQUIREMENTS. 10. PROVIDE INTERMATIC ETC90615CR 8 ZONE LIGHTING CONTROL PANEL. 11. PROVIDE AND INSTALL JUNCTION BOX FOR TENANT SIGNAGE. CIRCUIT VIA TIMECLOCK PROVIDE DISCONNECT TO SIGNAGE PER ARTICLE 600-2 OF THE N.E.0 AND TIMECLOCK BY INTERMATIC OR EQUAL_ SEE ARCHITECTURAL ELEVATIONS FOR SIGN LOCATIONS. 12. PROVIDE HOSPITAL GRADE RECEPTACLES IN EXAM ROOMS- COORDINATE EXACT LOCATION WITH OWNER PRIOR ROUGH -IN, 13_ EXTEND A VC TO ACCESSIBLE CEILING AND FURNISH WITH PULL LINE FOR TELE-COM GABLES_ COORDINATE EXACT LOCATION WITH OWNER PRIOR ROUGH -IN. 14_ EXISTING HOUSE PANEL TO BE DEMOLISHED. CONTRACTOR TO FILED VERIFY AND RELOCATE ALL EXISTING HOUSE PANEL CIRCUITS THAT SHALL REMAIN TO NEW PANEL 'A'. NEW WIRES/CONDUITS t0 MATCH EXISTING_ 15_ PROVIDE ONE (1) 4" SCHEDULE 40 PVC TELEPHONE CONDUITS WITH NYLON PULL CORDS FOR USE BY TELEPHONE SERVICE PROVIDER BURY THE CONDUITS AT 30" BELOW FINISHED GRADE TO THE TOP OF CONDUITS. STUB -OUT THE TELEPHONE CONDUITS AT THE PROPERTY LINE AS DIRECTED BY TELEPHONE SERVICE PROVIDER 16. PROVIDE ONE (1) 2" SCHEDULE 40 PVC CABLE TELEVISION CONDUIT WITH A NYLON PULL CORD FOR USE BY CABLE TELEVISION SERVICE PROVIDER BURY THE CONDUIT AT 30" BELOW FINISHED GRADE TO THE TOP OF CONDUIT, STUB -OUT THE CABLE TELEVISION CONDUIT AT THE PROPERTY LINE AS DIRECTED BY CABLE TELEVISION SERVICE PROVIDER 11. PROVIDE NON FUSED DISCONNECT AND FINAL CONNECTIO TO ELECTRIC WATER HEATER COORDINATE WITH PLUMBER. 18, PROVIDE FUSED DISCONNECT AND FINAL CONNECTION TC.� HVAC UNIT. REFER TO HVAC SCHEDULE ON THIS SHEET F REQUIREMENTS. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR 6 ENEIz4L NOTES 1, 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. 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. 4. 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. 5. 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. 6. 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. 1_ 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, 8_ COORDINATE THE EXACT LOCATIONS AND MOUNTING HEIGHTS OF RECEPTACLES, VOICE/DATA OUTLETS AND ALL OTHER ELECTRICAL DEVICES WITH THE OWNER PRIOR TO ROUGH -IN. 13_ PER NEC 511.13, ALL WIRING TO BE IN EMT WITH AN EQUIPMENT GROUND CONDUCTOR OR HEALTH CARE RATED MC GABLE WITH AN INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR 10_ PROVIDE HOSPITAL GRADE RECEPTACLE IN ALL EXAM ROOMS - REVISIONS BY 00 �00 L Cx. �0 o20ti o Y N u ro x N ¢ E a0 3 L T ti 3 3 o S N " � aL N 1 1 I fx ( ��11l1111�� No. 59480 e —�2—/7 °mod STATE ofNAL C) ®®1/till it%% g tt� 3 yr X A ws o` j a 2 s, iv h Tm U JW m Z U N 0 U C J 0 M .° m Q W v _ °D ° � -00 U � �J'm mW m v= >` Q 's v �. 0 Z �. cpLdsc>DN Z m Q — IV LL_ Date: 05. 12. 14 Scale: AS NOTED Project Mgr: AAY Drawn: IIT/WR Job: 14-20 Sheet E3