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Sanford Park Restroom
618 E. SOUTH STREET SUITE 700 ORLANDO, FL 32801 Phone: (407) 423-8398 Fax: (407) 843-1070 Contact: Frank Bellomo, RLA Architecture POWELL STUDIO ARCHITECTURE 713 W. MONTROSE STREET, SUITE 700 CLERMONT, FL 34711 Phone: (352) 874-2340 Fax: (877) 680-7183 Contact: Jeff Powell SANFORD, FL Prepared for: CITY OF SANFORD SHEETS A1.1 PROJECT DATA A3:° FLOOR EXISTING LAN SFLOOCHEDUN S INTERIORRIOR ELEVATIONS EXISTINGLITION PLAN EXTERIOR/ DEMO ELEVATIONS 300 N PARK AVENUE A4.1 EXTERIOR ELEVATIONS AND DETAILS SANFORD, FL 32771-1244 AS1.1 SPECIFICATIONS AS1.2 SPECIFICATIONS TEL: (407) 688-5000 JANUARY 2020 a � �. ' •.. u , .. °:�..^%, W `9Y'F�% 4-.� ... ' y,�, r - �' ` �n',x� -mss :� � �,;: � �`:�--` �. : � "^r �F � . •'- Xrk Y+x %'� 1 � .� �, � m{ 'K 4. Y '�e+z...�'4 _ �� �m't�` :� iK� "f Y 3 � " ,4 a`�`.'. .,ua�' �}V- � "So- � ¢' S �,. - • �. t i rr • a: :�Fa" • c 0) ��oFF�o ,QD 417 m Na��m JEfFREYpo�F`` ° .�o0-RZ . • • AR94675 . G .. ED AR Robert Jeffrey Powell, AIA � � �� E N G Florida Licensed Architect (Q #AR94675 saw°Liam a � �. ' •.. u , .. °:�..^%, W `9Y'F�% 4-.� ... ' y,�, r - �' ` �n',x� -mss :� � �,;: � �`:�--` �. : � "^r �F � . •'- Xrk Y+x %'� 1 � .� �, � m{ 'K 4. Y '�e+z...�'4 _ �� �m't�` :� iK� "f Y 3 � " ,4 a`�`.'. .,ua�' �}V- � "So- � ¢' S �,. - • �. t i rr • a: :�Fa" • c 0) 1 1 2 3 4 5 6 PROJECT TEAM OWNER: ARCHITECT CITY OF SANFORD POWELL STUDIO ARCHITECTURE, LLC 300 N. PARK AVENUE 713 W. MONTROSE STREET SANFORD, FLORIDA, CLERMONT, FL 34711 32771-1244 PH: (352) 874-2340 FAX: (877) 680-7183 WWW.POWELLSTUDIOARCH.COM AA# 26002236 A GENERAL NOTES 1. CONSTRUCTION SHALL COMPLY WITH ALL CITY, STATE, AND FEDERAL CODES & STANDARDS. 2. CONTRACTOR SHALL VISIT THE SITE, INVESTIGATE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ANY FURTHER CONSTRUCTION. 4. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPECIFICATIONS FOR ISI THE PROJECT. 5. DIMENSIONS LESS THAN 2'-0" MAY BE SHOWN IN INCHES, I.E. 22" = 1'-101v . 6. ALL ANGLED CONDITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. 7. THE WORD "PROVIDE" MEANS TO FURNISH AND INSTALL COMPLETE, INCLUDING CONNECTIONS, UNLESS OTHERWISE SPECIFIED. 8. ALL ITEMS OUTSIDE THE PROJECT BOUNDARIES SHALL BE PROTECTED SO AS TO INSURE THAT THEY WILL REMAIN INTACT DURING CONSTRUCTION. ALL ITEMS R STROOM R NOVATION OUTSIDE THE PROJECT BOUNDARIES WHICH ARE DISTURBED, DAMAGED, OR SOILED DUE TO THE ACTS OF THE CONTRACTOR OR SUBCONTRACTORS, SHALL BE CLEANED, REPAIRED OR REPLACED TO THEIR PREVIOUS CONDITION AS DETERMINED BY THE ARCHITECT. SANFORD FL. 32771 9. THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND EGRESS AT ALL TIMES. i B 10. ALL FIRE SPRINKLER HEADS, SMOKE DETECTORS, OR OTHER CEILING MOUNTED EQUIPMENT SHALL BE MOUNTED IN THE CENTER OF ACOUSTICAL CEILING TILES. 11. IT IS THE INTENT OF THESE DRAWINGS AND DOCUMENTS TO PROVIDE ALL ITEMS REQUIRED FOR COMPLETE SYSTEMS WHETHER SHOWN OR NOT. CONTRACTOR SHALL PROVIDE ALL ESCUTHEON PLATES, FINISH PLATES, TRIM PIECES, ETC. AS REQUIRED TO PROVIDE A COMPLETE AND FINISHED WORK AS DETERMINED BY THE ARCHITECT. PROJECT / CODE DATA ABBREVIATIONS SHEET DRAWING INDEX 12. ALL WOOD USED IN CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED. FASTENERS FOR TREATED WOOD (NAILS, BOLTS, HARDWARE, ETC,) SHALL BE CONSTRUCTION GALVANIZED. A. CONSTRUCTION TYPE (FBC): TYPE V -B A.B. ANCHOR BOLT GALV. GALVANIZED SHEET# TITLE ABV. ABOVE G.C. GENERAL CONTRACTOR 13. ALL INTERIOR PARTITIONS ARE 5/8" GYPSUM BOARD, TAPED AND PAINT TEXTURED B. EXISTING BUILDING ALTERATION LEVEL LEVEL 1 ALTERATION A/C AIR -CONDITIONER GFI GROUND FAULT INTERRUPTER ARCHITECTURAL WITH ORANGE PEEL FINISH UNLESS OTHERWISE NOTED. 14. PARTITIONS SHALL BE LOCATED TO ALIGN WITH FURRING ON ALL MASONRY WALL C. OCCUPANCY CLASSIFICATION: BUSINESS - USE GROUP'B' ADJ. ADJUSTABLE HGT HEIGHT A 1.1 PROJECT DATA CONDITIONS. D. GROSS BUILDING AREA (TO OUTSIDE OF WALLS): 377 S.F. A.F.F. ABOVE FINISHED FLOOR MFGR MANUFACTURER 15. THE TERM 'WORK' MEANS THE CONSTRUCTION REQUIRED BY THE CONTRACT E. NUMBER OF STORIES: ONE (1) BM. BEAM MIR. MIRROR & EXIST EXTERIOR / DEMO. ELEVATIONS A.H.U. AIR HANDLER UNIT MIN. MINIMUM A 3.0 EXIST. FLOOR PLAN, DEMOLITION PLAN DOCUMENTS, INCLUDING ALL LABOR NECESSARY TO PRODUCE SUCH CONSTRUCTION, AND ALL MATERIALS AND EQUIPMENT INCORPORATED OR TO BE F. MAXIMUM BUILDING HEIGHT: +/- 1T-0" BOT. BOTTOM N.T.S. NOT TO SCALE G. AUTOMATIC FIRE SUPPRESSION SYSTEM: UNSPRINKLERED CLG. CEILING OPN'G OPENING INCORPORATED THEREIN. CJ CONTROL JOINT PED. PEDESTAL A 3.1 FLOOR PLAN SCHEDULES INT. ELEVATIONS 16. ALL WORK MENTIONED OR INDICATED IN THE CONTRACT DOCUMENTS SHALL BE H. DESIGN WIND LOADS: COL. COLUMN PSF POUNDS PER SQUARE FOOT A 4.1 EXTERIOR ELEVATIONS AND DETAILS PERFORMED BY THE CONTRACTOR AS PART OF THIS CONTRACT UNLESS IT IS THE STRUCTURAL COMPONENTS FOR THE SCOPE OF WORK DEPICTED IN THESE COMP. CO COMPRESSOR RAD RADIUS SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS THAT SUCH WORK IS TO DOCUMENTS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING COD C.T. CERAMIC TILE REQ'D REQUIRED AS1.1 SPECIFICATIONS BE DONE BY OTHERS. SHOULD THE DRAWINGS OR THE SPECIFICATIONS 2017 SIXTH EDITION,. AND AS SUPPLEMENTED BY LOCAL AMENDMENTS. DIA. DIAMETER. RIND ROUND DISAGREE IN THEMSELVES OR WITH EACH OTHER, THE CONTRACTOR SHALL ULTIMATE DESIGN WIND SPEED (VULT) = 140 MPH (FBC FIG. 1609.3(1)) DISP. DISPOSAL S.F. SQUARE FOOT (FEET) AS1.2 SPECIFICATIONS PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK UNLESS OTHERWISE DIRECTED BY WRITTEN ADDENDUM TO THE CONTRACT. NOMINAL DESIGN WIND SPEED (NASD) = 108 MPH (FBC FIG. 1609.3.1) E.W. EACH WAY SHT SHEET 17. IN THE EVENT OF ANY CONFLICT AMONG THE CONTRACT DOCUMENTS, THE WIND EXPOSURE CATEGORY = B ELEC. ELECTRICAL SQ. SQUARE DOCUMENTS SHALL BE CONSTRUED ACCORDING TO THE FOLLOWING PRIORITIES: COMPONENTS AND CLADDING PRESSURES = -47.3, +37.4 ELEV. ELEVATION TEMP. TEMPERED HIGHEST PRIORITY: MODIFICATIONS FIRE RESISTANCE EXT. EXTERIOR TYP. TYPICAL C SECOND PRIORITY: AGREEMENT FBC FLORIDA BUILDING CODE U.N.O. UNLESS NOTED OTHERWISE THIRD PRIORITY: ADDENDA - LATER DATE TO TAKE H. FIRE RESISTANCE RATING REQUIREMENTS (FBC TABLE 601 & FBC 705.4) FIN. FLR. FINISHED FLOOR VERT. VERTICAL PRECEDENCE PARTY AND FIRE WALLS: 0 HR F.G. FIXED GLASS VTR VENT THROUGH ROOF FOURTH PRIORITY: SUPPLEMENTARY GENERAL CONDITIONS STRUCTURAL FRAME: 0 HR FLR. FLOOR W/ WITH FIFTH PRIORITY: GENERAL CONDITIONS BEARING WALLS - INTERIOR 0 HR FT. FOOT / FEET W/C WATER CLOSET SIXTH PRIORITY: SPECIFICATIONS BEARING WALLS - EXTERIOR 2 HR FX FIXED WP WATER PROOF SEVENTH PRIORITY: DRAWINGS NONBEARING WALLS & PARTITIONS (INTERIOR) 0 HR 18. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL REFER TO ALL OF THE NONBEARING WALLS & PARTITIONS (EXTERIOR) 0 HR DRAWINGS, INCLUDING THOSE SHOWING PRIMARILY THE WORK OF THE FLOOR CONSTRUCTION 0 HR MECHANICAL, ELECTRICAL, AND OTHER SPECIALIZED TRADES, AND TO ALL OF THE ROOF CONSTRUCTION 0 HR SECTIONS OF THE SPECIFICATIONS, AND SHALL PERFORM ALL WORK REASONABLY INFERABLE THEREFROM AS BEING NECESSARY TO PRODUCE THE OCCUPANCY INDICATED RESULTS.\ I. OCCUPANCY LOAD CALCULATION (FBC 1004.1.2): 19. THE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS USE: OCCUPANT CALCULATION: ACTUAL AREA: OCC. LOAD: ARE DIAGRAMMATIC ONLY, AND ARE NOT INTENDED TO SHOW THE ALIGNMENT, RESTROOMS 1 OCC. / PLUMB. FIXTURE 330 SQ. FT 8 PHYSICAL LOCATIONS OR CONFIGURATIONS OF SUCH WORK, UNLESS NOTED PLUMBING CHASE 1 OCC. / 300 GSF 47 SQ.FT 1 OTHERWISE. WORK SHALL BE INSTALLED WITHOUT ADDITIONAL COST TO THE OWNER TO CLEAR ALL OBSTRUCTIONS, PERMIT PROPER CLEARANCES FOR THE WORK OF OTHER TRADES, ADN PRESENT AND ORDERLY APPEARANCE WHERE TOTAL OCCUPANT LOAD: 9 OCCUPANTS EXPOSED. MEANS OF EGRESS 20. WHERE THE WORK IS TO FIT WITH EXISTING CONDITIONS OR WORK TO BE PERFORMED BY OTHERS, THE CONTRACTOR SHALL FULLY AND COMPLETELY JOIN J. NUMBER OF EXITS REQUIRED (FBC TABLE 1006.3.1): TWO (2) PER STORY THE WORK WITH SUCH CONDITIONS OR WORK, UNLESS OTHERWISE SPECIFIED. K. NUMBER OF EXITS PROVIDED: THREE (3) -ONE EXT. EXIT EACH ROOM 21. IN ALL CASES IN WHICH A MANUFACTURER'S NAME, TRADE NAME OR OTHER L. MAX. EXIT ACCESS TRAVEL DISTANCE (FBC 1017.2) 200'-0" PROPRIETARY DESIGNATION IS USED IN CONECTION WITH MATERIALS OR M. MAX. COMMON PATH OF EGRESS TRAVEL (FBC 1006.2.1): 100'-01, ARTICLES TO BE FURNISHED UNDER THIS CONTRACT, WHETHER OR NOT THE PHRASE 'OR EQUAL' IS USED AFTER SUCH NAME, THE CONTRACTOR SHALL N. MAX. DEAD END CORRIDOR LENGTH (FBC 1020.4): 20'-0" (NONE PROVIDED) D FURNISH THE PRODUCT OF THE NAMED MANUFACTURER(S) WITHOUT LIST. OF CODES & STANDARDS SUBSTITUTION, UNLESS WRITTEN REQUEST FOR SUCH SUBSTITUTION HAS BEEN SUBMITTED BY THE CONTRACTOR AND APPROVED IN WRITING BY THE ARCHITECT. FBC 6TH ED. (2017) FLORIDA BUILDING CODE 22. WHERE NO EXPLICIT QUALITY OR STANDARDS FOR MATERIALS OR WORKMANSHIP FBC 6TH ED. (2017) FLORIDA EXISTING BUILDING CODE ARE ESTABLISHED FOR WORK, SUCH WORK IS TO BE OF GOOD QUALITY FOR THE FPC 6TH ED. (2017) FLORIDA PLUMBING CODE INTENDED USE AND CONSISTENT WITH THE QUALITY OF THE SURROUNDING FMC 6TH ED. (2017) FLORIDA MECHANICAL CODE WORK AND THE CONSTRUCTION OF THE PROJECT GENERALLY. 23. THE ARCHITECT AND/OR ENGINEER OF THIS CONTRACT SET OF DOCUMENTS WILL FBC 6TH ED. (2017) FLORIDA ENERGY CONSERVATION CODE NOT ACCEPT RESPONSIBLITY AS TO ANY UNAUTHORIZED CHANGES OR FAC 6TH ED. (2017) FLORIDA ACCESSIBILITY CODE DEVIATIONS TO THIS PROJECT THAT DIFFER FROM THE PLANS AND FFPC 6TH ED. FLORIDA FIRE PREVENTION CODE SPECIFICATIONS WITHOUT FINAL WRITTEN APPROVAL FROM THE ARCHITECT OR NFPA-70-2014 NATIONAL ELECTRICAL CODE ENGINEER, AS TO SUCH ACTION. 1 2 3 4 5 6 ■ ARCHITECTURE I INTERIOR DESIGN 713 W.MONTROSESTREET ■CLERMONT,FLORDA 34711 PH: (352) 8742340 ■ FAX: (8771 6807183 www.powelttucriDarch.com AA# 26002236 © cOPYRGHT 2019 POWELL STUDDARCHIrECTURE, LLC. THE DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSI✓E PROPERTY OF POWELL STUDD ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND N CONJUNCT IDN WITH THE SPECIFIED PROJECT, THE DRAWING MAY NOT 8E USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDD ARCHITECTURE, LLC. OWNER: OWNER / PROJECT: Z O a� N O Z W LL °o° F- Q W U) PROFESS IONAL SEAL: c •n ;� t ° Y a ami c -•.ice ,gyp,.•• �E��No • 3FFFREVp O�yF :o�ER 11 , • a z • :Q- - * _ AR94675 �' " - m.N �rnaiq E FREDARG �Z N mo >> p U c0 a°O vID,m°c'o Robert Jeffrey Powell, AIA 9 mN Florida Licensed Architects N 0 #AR94675 0 5 0a n r`a° PROJECT NO: PSA2019.16 REVISIONS: MARK I DATE I DESCRIPTION 111 ISSUE DATE: APRIL: 1, 2019 PROJECT DATA A1.1 A B C 161 2 9n, -R" T-0" PLUMBING B-5° CHASE � I ALO 3 ° ° .�E,OF. .Ijf II O NII C o ,I JEFFREVp c o. �'• AR94675 �•�"' ••. I I EXISTING WATER—' ! CLOSET I ° EXISTING LAV. � I L -,'--EXISTING URINAL j:(EXISTING I MEN'S RESTROOM 100 EXISTING LAV. EXISTING FIXTURE , I 100 l 5 4" - EXISTING WATER CLOSET I lili-'"~�� EXISTING I—a WATER CLOSET WOMEN'S RESTROOM ° 200 EXISTING LAV. I EXISTING FIXTURE 200 NOTE: EXISTING GATE --- —! TO REMAIN___J� 5,_4., ¢ m a aEi I c Robert Jeffrey Powell, AIA Florida Licensed Architect N c' C N #AR94675 ¢¢ME5 sDU° } f I I � — ' EXISTING FL OOR PLAN 7 -----L�--�J------I 3 EXISTING FRONT ELEVATION 3.0 SCALE: 3/8" = V-0" INSPECT AND REPAIR ANY DAMAGED SIDING. PREPARE SIDING TO BE PAINTED PRESSURE WASH AND PREPARE CONCRETE BLOCK TO BE PAINTED. REMOVE EXISTING DOORS AND REPLACE WITH NEW DOORS. 3 DEMOLITION KEY NOTES: 1O REMOVE AND PREPARE TO REPLACE ALL RESTROOM STALL PARTITIONS AND STALL DOORS. O2 REMOVE AND PREPARE TO REPLACE ALL TOILETS, URINALS AND LAVATORIES. O REMOVE AND PREPARE TO REPLACE ALL RESTROOM ACCESSORIES AND GRAB BARS. 4> REMOVE AND PREPARE TO REPLACE ALL DOORS, O STRIP AND PREPARE TO INSTALL NEW TILE. O REMOVE DORMER & LOUVER. CUT RAFTER TO RIDGE BEAM. (SEE DETAILS ON A4.1) OREMOVE EXISTING SHINGLES, UNDERLAYMENT & SHEATHING. PREPARE FOR NEW SHEATHING, UNDERLAYMENT AND SHINGLES. <9> REMOVE & REPLACE FASCIAS AND EAVES 4 EXISTING PLAN / SCOPE OF WORK NOTES: 1. THIS PLAN IS NOT INTENDED TO BE ALL-INCLUSIVE, ACTUAL CONDITIONS MAY VARY. G.C. SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION 2. FIELD VERIFY EXISTING WALL RATINGS, NOTIFY ARCHITECT OF ANY VARIATIONS FROM PLAN. DEMOLITION GENERAL NOTES: 1. G.C. SHALL BE RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED TO INSTALL NEW WORK AS SHOWN OR AS OTHERWISE INDICATED ON THIS SET OF CONSTRUCTION DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: a. REMOVE NON -LOAD BEARING WALLS AS INDICATED INCLUDING DOORS AND FRAMES, AND ALL OTHER ITEMS INDICATED TO BE REMOVED ON THIS SET OF CONSTRUCTION DOCUMENTS. b. CONTRACTOR MUST PLAN, SCHEDULE, AND COORDINATE ALL REMOVALS (AND NEW WORK) TO AVOID INTERRUPTION OF SERVICES, ELECTRICAL, HVAC, PLUMBING, AND FIRE PROTECTION. c. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE SCOPE OF WORK FOR THIS PROJECT. G.C. SHALL REPORT ANY PROBLEMS AND/OR DISCREPANCIES TO THE ARCHITECT OR OWNER PRIOR TO THE COMMENCEMENT OF WORK. d. REFER TO ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL NOTES ON DEMOLITION, MODIFICATIONS, AND PHASING. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE EXISTING BUILDING RESULTING FROM WORK ASSOCIATED WITH THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS RESULTING FROM DAMAGES TO THE INSIDE OR OUTSIDE OF THE BUILDING AS A RESULT OF THE WORK. THE GENERAL CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY AND ALL ALL MOLD TESTING, ABATEMENT OF HAZARDOUS MATERIALS, AND THE REQUIRED REPAIR LABOR, AND MATERIALS AT NO COST TO THE OWNER. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR WEATHERPROOFING THE EXISTING BUILDING DURING THE COURSE OF THIS PROJECT. THE G.C. SHALL ALSO BE RESPONSIBLE FOR REPAIRS TO ANY AND ALL WATER DAMAGE SUSTAINED AS A RESULT OF PROJECT WORK WITH NO COST TO THE OWNER. 4. DEMOLITION SHALL BE PERFORMED IN A MANNER THAT WILL NOT DAMAGE ADJOINING SURFACES INDICATED TO REMAIN. SURFACES SHALL BE PATCHED IF NECESSARY TO PROVIDE A SUITABLE SUBSTRATE FOR NEW FINISHES. 5. SITE VISIT - PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE FACILITY AND BECOME THOROUGHLY FAMILIARIZED WITH EXISTING CONDITIONS. NO CLAIMS FOR ADDITIONAL WORK DUE TO OBSERVABLE CONDITIONS WILL BE CONSIDERED, 6. SCHEDULING - SCHEDULE DEMOLITION WORK WITH FACILITY ADMINISTRATION PRIOR TO START OF WORK TO MINIMIZE DISRUPTION OF SERVICES AND PROVIDE FOR THE UNINTERRUPTED FUNCTIONING OF THE FACILITY. 7. OPENINGS - WHERE OPENINGS ARE CREATED IN EXISTING CONSTRUCTION SCHEDULED TO REMAIN BY DEMOLITION WORK INDICATED HEREIN, SUCH AS REMOVAL OF EXISTING DOORS OR WINDOWS ON WALLS INDICATED TO REMAIN, NEW CONSTRUCTION SHALL BE OF TYPE AND THICKNESS TO MATCH ADJACENT. FILL OPENINGS AND FINISHES INSTALLED TO MATCH EXISTING UNLESS NEW FINISHES ARE SCHEDULED FOR THOSE SURFACES. 8. EXISTING SERVICES - WHERE EXISTING SERVICES SUCH AS PLUMBING, ELECTRICAL, ETC. ARE AFFECTED BY DEMOLITION WORK, SUCH AS REMOVAL OF AN EXISTING PARTITION, THE SERVICES SHALL BE REMOVED TO A POINT WHERE THEY CAN BE CAPPED AND TERMINATED UNLESS OTHERWISE SHOWN ON THE DRAWINGS OF THE SPECIFIC DISCIPLINE AFFECTED. 9. NEW FINISHES - WHERE NEW FINISHES ARE SCHEDULED FOR EXISTING OR RENOVATED SPACES, THE CONTRACTOR SHALL REMOVE EXISTING FINISHES AND PREPARE SUBSTRATES TO RECEIVE NEW FINISHES AS SCHEDULED. PREPARATION OF SUBSTRATES SHALL INCLUDE, BUT NOT LIMITED TO THE FOLLOWING IF DEEMED REQUIRED BY THE ARCHITECT: PATCHING AND/OR LEVELING OF FLOOR SLAB - SKIM COATING OF GYPSUM WALLBOARD SURFACES SANDING OF METAL FRAMES, ETC. 10. WHERE WALLS, CEILINGS, AND /OR FINISHES ARE SHOWN TO BE REMOVED, ALL EXISTING INTERIOR COMMUNICATION, DATA, CABLE, ETC. OUTLETS SHALL BE REMOVED. ALL EXISTING WIRING AND CONDUIT ASSOCIATED WITH THESE ITEMS SHALL ALSO BE REMOVED. 11. WHERE LIFE SAFETY LIGHTING AND/OR FIRE ALARM DEVICES ARE LOCATED ON PARTITIONS SCHEDULED FOR DEMOLITION, RELOCATE OR REPLACE DEVICES AS SHOWN ON THE FLOOR PLAN (All). CONTRACTOR MUST COORDINATE MODIFICATION OF FIRE ALARM SYSTEM WITH EXISTING FIRE ALARM PROVIDER, AND SUBMIT ANY REQUIRED DOCUMENTATION TO THE BUILDING DEPARTMENT. II II II I IIII �` IIII F1WSH (TVP.) 4 EXISTING SIDE ELEVATION 3'0 SCALE: 3/8" = V-0" 3 4 5 M PLUMBING ! T-0" 8'-5" CHASE j I — 1 I I i s 1 3 3 i II, II 5 ! I f I 2 3 3 2 i ' _LL l( j 2 � MEN'S 57 WOMEN'S RESTROOM 1( � Ali" � �T= � � RESTROOM 00 I 4 5 t=—== moo --__ NOTE: EXISTING GATE TO REMAIN 5'-4" I 6 6" 7 2" — — V-8. — 2 DEMOLITION PLAN 3.0 SCALE: 3/8" = 1'-0" 6 P== -J L 6 PRESSURE WASH AND PREPARE CONCRETE BLOCK TO BE PAINTED. BLOCK FINISH (TYP 5 EXISTING REAR ELEVATION 3.0 SCALE: 3/8"= V-0" 5 n. A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 713 W. MONTROSE STREET . CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudioarch.com AA# 26002236 © COPYRIGHT 2019 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. OWNER: OWNER / PROJECT: z 0 Q� Z J WN U— Of G 00 0 LL W Z I— Q W W PROFESSIONAL SEAL: ° ALO 3 ° ° .�E,OF. .Ijf II O NII C o ,I JEFFREVp c o. �'• AR94675 �•�"' ••. 'i o LLo ¢ a.' �% o m T c ° tq v n ° ¢ m a aEi 3ZII� c Robert Jeffrey Powell, AIA mN v Florida Licensed Architect N c' C N #AR94675 ¢¢ME5 sDU° PROJECT NO: PSA2019-16 REVISIONS: MARK I DATE I DESCRIPTION 51 ISSUE DATE: APRIL 1, 2019 A3.0 EXISTING FLOOR PLAN DEMOLITION PLAN EXISTING EXTERIOR / DEMO ELEVATIONS A METAL M1 DOOR & FRAME TYPES NOT TO SCALE C 2 3 DOOR SCHEDULE NO. DOOR FRAME TYPE FIRE RATING HARSE ARE REMARKS 100 (EXIST.) 3'-0" x T-0" x 1-3/4" HM M1 CONTRACTOR A SOAP DISPENSER 200 (EXIST.) 3'-0" x T-0" x 1-3/4" HM mi A BOBRICK 300 (EXIST.) 2'-0" x T-0" x 1-3/4" HM M1 1-1/2" DIA, GRAB BAR S.S. PEENED GRIP, CONCEALED MOUNT W SNAP -FLANGE COVER BOBRICK # B-6806 X 42" HARDWARE SET A 3.0 PR BUTTS 4-1/2 X 4-1/2 - 661279-26D 1.0 PRIVACY LATCHSET - M05402LN-26D X 497 1.0 DOOR CLOSER - 3501-689 X SNB 1.0 DEADBOLT KEYED (EXTERIOR OPERATION ONLY) 1.0 FLOOR STOP - 409-32D 3.0 SILENCERS ROOM FINISH SCHEDULE RM. NUM. ROOM NAME FLOOR BASE WALLS1 CEILING REMARKS TEMPERED GLASS WELDED -FRAME MIRROR BOBRICK # B-2908-2436 CONTRACTOR CONTRACTOR ® SOAP DISPENSER BOBRICK # 8-111 OWNER OWNER JUMBO ROLL TOILET TISSUE DISPENSER BOBRICK B-2890 CONTRACTOR CONTRACTOR ® 1-1/2" DIA, GRAB BAR S.S. PEENED GRIP, CONCEALED MOUNT W SNAP -FLANGE COVER BOBRICK # B-6806 X 42" CONTRACTOR W ® SMARTdri HAND DRYER COVER FINISH - WHITE COVER MATERIAL - ALUMINUM WORLD DRYER K-974 CONTRACTOR CONTRACTOR 0 J NEW WALL I TLE 42" S.S. J � j m H fl GRAB BAR H Z I i -1 — ¢ f W U Z ! U O W J W < I O O Z U � 00 o 00 LLI p 2 O 2 V O LU I CW W O I ~ � Lu W >-wZ®>-wmWZp>m Wow IW—�`�0 a OQZJ00z_ 3:_j— 0>NX aU>Pz P:til=a.< W 100 MEN'S RESTROOM 200 WOMEN'S RESTROOM II PLUMBING SCHEDULE II WC -1 WALL HUNG ACCESSIBLE WATER CLOSET VITREOUS CHINA, 1.28 GALLON, WALL HUNG, SIPHON JET, ELONGATED CLOSET BOWL WITH 1-1/2" TOP SPUD. 1.28 GALLON CHROME PLATED FLUSH VALVE (EXPOSED), 1 -INCH I.P.S. SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-1/2" TOP SPUD, DIE CAST WALL FLANGE WITH SET SCREW, SPUD FLANGE, SOLID RING PIPE SUPPORT AND ADA HANDLE. HANDAL SHALL BE MOUNTED ON WIDE SIDE OF STALL OR ROOM. SEAT SHALL BE EXTRA HEAVY SOLID PLASTIC WITH STAINLESS STEEL SELF SUSTAINING CHECK HINGE, OPEN FRONT LESS COVER. FULLY ADJUSTABLE CLOSET CARRIER ADJUSTED TO ACCESSIBLE HEIGHT, SEE ARCHITECTURAL. BASIS OF DESIGN CHINA - AMERICAN STANDARD - 2257.001.020 FLUSH VALVE -AMERICAN STANDARD - 6047121.002/6065810 SEAT - BEMIS - 1665 -SS CARRIER - ZURN - 1200 SERIES U-1 WALL HUNG ACCESSIBLE URINAL VITREOUS CHINA, 0.125 GALLON WALL HUNG, SIPHON JET URINAL WITH INTEGRAL FLUSHING RIM, INTEGRAL TRAP, WALL HANGERS, AND 2 INCH FEMALE FLANGED OUTLET CONNECTION. 0.125 GALLON CHROME PLATED FLUSH VALVE (EXPOSED), 3/4 -INCH I.P.S. SCREWDRIVER CHECK ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 3/4" TOP SPUD, DIE CAST WALL FLANGE WITH SET SCREW, SPUD FLANGE AND SOLID RING PIPE SUPPORT. FULLY ADJUSTABLE URINAL CARRIER ADJUSTED TO ACCESSIBLE HEIGHT, SEE ARCHITECTURAL. BASIS OF DESIGN CHINA AMERICAN STANDARD - 6590125.020/6065810 FLUSH VALVE - AMERICAN STANDARD - 6045013.002/6065810 CARRIER - ZURN -1222 L-1 ACCESSIBLE WALL HUNG LAVATORY VITREOUS CHINA LAVATORY 20"x18", PUNCHED FOR SINGLE HOLE FITTING AND CONCEALED ARM CARRIER SUPPORT. SINGLE COLD WATER BRASS FAUCET, 0.5 GPM FLOW REGULATOR, CHROME PLATED PUSH BUTTON HANDLE WITH COLD WATER CODED INDEX. PRE -INSULATED CHROME PLATED WHEELCHAIR LAVATORY STRAINER, CAST GRID DRAIN PLUG WITH STRAINER AND OFFSET DRAIN ASSEMBLY WITH 1-1/4 INCH O.D. TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4" X 1-1/2" BRASS P -TRAP WITH CLEANOUT. PRE -INSULATED 1/2" COMPRESSION X 3/8 INCH COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH CHROME PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. FULLY ADJUSTABLE LAVATORY CARRIER ADJUSTED TO ACCESSIBLE HEIGHT. BASIS OF DESIGN CHINA - AMERICAN STANDARD - 0356.421 FAUCET - T&S BRASS - B0805-VF05 STRAINER / TRAP / STOPS - MCGUIRE - 2125WC CARRIER - ZURN ZR -1200 SERIES TOILET ACCESSORIES MARK DESCRIPTION MFGR. MODEL NO. FURNISHED BY INSTALLED BY Q TEMPERED GLASS WELDED -FRAME MIRROR BOBRICK # B-2908-2436 CONTRACTOR CONTRACTOR ® SOAP DISPENSER BOBRICK # 8-111 OWNER OWNER JUMBO ROLL TOILET TISSUE DISPENSER BOBRICK B-2890 CONTRACTOR CONTRACTOR ® 1-1/2" DIA, GRAB BAR S.S. PEENED GRIP, CONCEALED MOUNT W SNAP -FLANGE COVER BOBRICK # B-6806 X 42" CONTRACTOR CONTRACTOR ® SMARTdri HAND DRYER COVER FINISH - WHITE COVER MATERIAL - ALUMINUM WORLD DRYER K-974 CONTRACTOR CONTRACTOR 3 Q q m 0 in 4 5 20'-6" C { I E - ( 9PLUMBINGI I i W -1 CHASE 01 NLVY WALL -TILE I I I I I TILE TILE I 1 ! COI ? D 1 ( NEW TOILET 7`�I v C'1 PARTITIO14S & E ---; I i I I I ---I URINAL I I_SGRf -ZEN- --NEW WAL ( TILE ' 3, " I I i � I I RES _'ROOfA R STRO1OM I I I I o I o -1 I I - I I ' NEWi HAND DRY R ( EW NAND RYE I NEW F-00 i I i I s TIE I I _4= j I . � I I� ,00 I I I I � I I NEW ADA NEW ADAE i SIGNAGE SIGNAGE—Z""- i sus" 7..2„ I I FLOOR PLAN SCALE: 1/2" = V-0" V. NEW RESTROOM ACCESSORES AND GRAB BARS. �L-NEW RESTROOM NEW FLOOR TLE STALL PARTRIDNS AND STALL DOORS. MEN'S RESTROOM INTERIOR ELEVATION SCALE: 3/8" = V-0" i ro T I 1 NEW WALL TLE IIIllliiiiii 111111 ( I NEW MRORS R NEW TOLETS, URINALS AND LAVATORES� k I j ! 1 NEW RESTROOM ACCESSORES AND GRAB BARS.-;::vC NEW DOOR !` I 42" S.S. GRAB BAR _ { � $ 36" S,S. ! GRAB BAR E ! REDARG 3Zapgc 42" S.S. GRAB BAR 36" S.S. GRAB BAR a y m a o 0 I NEW RESTROOM ACCESSORES AND GRAB BARS. I � j o ! ' #AR94675 ° a: ¢ =6 ` _ a o o a° cn ° \ I , a � k URINALS j LAVATORES I � NEW WALL I TLE 42" S.S. j fl GRAB BAR I i -1 — ¢ f - ! 12" M N. 1 36" S.S. GRAB BAR I LLI Td I I I I V. NEW RESTROOM ACCESSORES AND GRAB BARS. �L-NEW RESTROOM NEW FLOOR TLE STALL PARTRIDNS AND STALL DOORS. MEN'S RESTROOM INTERIOR ELEVATION SCALE: 3/8" = V-0" \___ NEW TOLETS, URNALS AND LAVATORES. —NEW GYP. CELNG -NEW WALL TLE `- NEW FLOOR TLE NEW GYM \\�� CEILING. NEW WALL--\ TLE I OF Ft ro T I ! I I mE� mo I I NEW RESTROOM ACCESSORES AND GRAB BARS.-;::vC i I 42" S.S. GRAB BAR _ { � $ 36" S,S. ! GRAB BAR E i a REDARG 3Zapgc 42" S.S. GRAB BAR 36" S.S. GRAB BAR a y m a o 0 I NEW RESTROOM ACCESSORES AND GRAB BARS. I � j o ! ' #AR94675 ° a: ¢ =6 ` _ a o o a° cn ° \ I , a � k URINALS j LAVATORES I � NEW WALL I TLE i \___ NEW TOLETS, URNALS AND LAVATORES. —NEW GYP. CELNG -NEW WALL TLE `- NEW FLOOR TLE NEW GYM \\�� CEILING. NEW WALL--\ TLE NEW FLOOR TLE —� NEW TO LETS, UR NaLS AND LAVATORES. —JJ Q 20 I NEW DOOR I OF Ft ro T ! y, SEFFREYPp�� mE� mo I I NEW RESTROOM ACCESSORES AND GRAB BARS.-;::vC i I 42" S.S. GRAB BAR _ { � $ 36" S,S. ! GRAB BAR E i a REDARG 3Zapgc a y m a o 0 Robert Jeffrey Powell, AIA j NEW I � j o ! ' #AR94675 ° a: ¢ =6 ` _ a o o a° cn ° \ I , NEW FLOOR TLE —� NEW TO LETS, UR NaLS AND LAVATORES. —JJ Q 20 I NEW DOOR I OF Ft ro T ! y, SEFFREYPp�� mE� mo I j NEW MRRORS I E i a REDARG 3Zapgc a y m a o 0 Robert Jeffrey Powell, AIA j NEW TOLETS, ! ' #AR94675 ° a: ¢ =6 ` _ a o o a° cn ° \ I , URINALS j LAVATORES AND NEW WALL I TLE LLI Td I I —NEW FLOORTLE WOMEN'S RESTROOM INTERIOR ELEVATION SCALE: 3/8" = V-0" 4 5 NEW RESTROOM STALL PART1rDNS AND STALL DOORS, RENOVATION NOTE: ALL LIGHTING Fk7URES AND EXHAUST FANS ARE TO MATCH EXISTING. ARCHITECTURE 1 INTERIOR DESIGN 713 W. MONTROSE STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874"2340 r FAX: (877) 680.7183 www, powe Etudbarch.com AA# 26002236 C COPYRIGHT 2019POWELL STUD DARCHRECTURE,LLC, THE DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DGFAL DRAWINGS OR FLES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDD ARCHRECTURE, LLC, AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND N CONJUNCTION WITH THE SPECF ED PROJECT. THE DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATDN FOR ANY PURPOSE WHATSOEVER WRHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHpECTURE, LLC. OWNER: OWNER / PROJECT: Z O Q ti N O M W U- fY OUL I 1.1� Z CO W co !Y PROFESSIONAL SEAL: I OF Ft ro T anima°��� y, SEFFREYPp�� mE� mo o0�R4 a Ned ro AR94675 V im o ¢a E i a REDARG 3Zapgc a y m a o 0 Robert Jeffrey Powell, AIA mo Florida Licensed Architect a) _ C NOE #AR94675 ° a: ¢ =6 ` _ a o o a° cn ° PROJECT NO: PSA2019-16 REVISIONS: MARK I DATE I DESCRIPTION ISSUE DATE: APRIL 1, 2019 A3. 1 FLOOR PLAN SCHEDULES INTERIOR ELEVATIONS A 1W, F 2 FRONT ELEVATION 1'1 SCALE: 3/8" = V-0" 3 NEW BERRIDGE OR APPROVED EQUAL STANDING SEAM METAL ROOF SYSTEM (COLOR TO MATCH EXISTING PARK PAVILIONS - FIELD VERIFY) OVER PEEL -N -STICK UNDERLAYMENT OVER 5/8" APA STRUCTURAL I RATED SHEATHING, EXPOSURE I, SPAN 32/6, 48"X96" SQUARE EDGE E BLOCK )RS IEDULE) K FINISH 2 SIDE ELEVATION 4.1 SCALE: 3/8" = V-0" REMOVE EXISTING SI UNDERLAYMENT & SI PREPARE FOR NEW s UNDERLAYMENT ANC EXISTING STEEL RAF CONNECTOR TO REN EXISTING RAFTERS RIDGE VENT 4 NEW BERRIDGE OR APPROVED EQUAL STANDING SEAM METAL ROOF SYSr�"" (COLOR TO MATCH EXISTING PARK PAVILIONS - FIELD VERIFY) OVER PEEL -N -STICK UNDERLAYMENT OVI APA STRUCTURAL I RATED SHEATF EXPOSURE I, SPAN 32/6, 48"X96" SQI EDGE PAINTED SIDING NEW ALUMINUM FASCIAS & SOFFIT PAINTED CONCRETE BLOCK CUT RAFTER AT RIDGE REMOVE RAFTER/POST CONNECTORS REMOVE LOUVERS AND 2X4'S REMOVE RAFTER/POST CONNECTORS EXISTING/ DEMO RIDGE DETAIL 1 SCALE: 1/2" = 1'-0" LOCATE AND COORDINATE LOCATION OF VENT q. BETWEEN PANEL AND BEAMS EXISTING VENT PIPE STAINLESS STEEL WORM GEAR CLAMP RUBBER PIPE FLASHING SET IN CONT: BEAD OF SEALANT FASTENER THROUGH FLASHING & PANEL ON CENTER LINE. DON NOT ATTACH TO DECK 3 VENT STACK DETAIL 5.3 3 IMETCO, BERRIDGE OR APPROVED EQUALSTANDING SEAM ROOF BEYOND "GRACE" VTCOR ULTRA OR EQUAL OP CHORD OF TRUSS BEYOND " CDX PLYWOOD 4 5 N. 3 REAR ELEVATION SCALE: 3/8" = 1'-0" VENTED HOLD DOWN CLEAT FASTENER SEAM CAP 0 0 0 00 0 NOTE: NO FASTENER PENETRATIONS THROUGH PANEL AT RIDGE "GRACE" VYCOR ULTRA OR EQUAL FASTENERS 2 PER CLIP #14 DECK RAWL 5/8" PLYWOOD DECK W/"H" CLIPS 1 STANDING SEAM RIDGE DETAIL SCALE: 1/2" = V-0" RIDGE TRIM HEAD CLOSURE TRIM W/NEOPRENE BLOCK SET IN RIDGE TRIM PANEL CLIP 1 STANDING SEAM GABLE END DETAIL 4'1 SCALE: 1/2" = 5 0 POWIELLSTU010 A R C H I T E CT O R E ARCHITECTURE I INTERIOR DESIGN 713 W. MONTROSE STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 www.powelistudioarch.com AA# 26002236 @ COPYRIGHT 2019 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. I OWNER: OWNER / PROJECT: PROFESSIONAL SEAL: 8 C to ` � OM RAKE TRIM wo GABLE CLIP FOR PANEL TERMINATION OPTIONS y; IEFFREVPOC FASTENER W/ NEOPRENE WASHER, PRE -PAINTED ry • STAINLESS STEEL RIVET @ EACH GABLE CLIP c) O TYP. WATERPROOFING MEMBRANE "GRACE" VYCOR ULTRA OR EQUAL z 'A'; AR94675 �U TYP. 5/8 CDX PLYWOOD WP'H" CLIPS ¢ �°� •AR���cl TYP. 2"X4" @ 24" O.C. 2X WOOD FASCIA (FIELD VERIFY) Robert Jeffrey Powell, AIA � J 9 m� °E m TYP. 5/8 CDX PLYWOOD W/ "H" CLIPS HOLD-DOWN '54 a LEA CLEAT 0 m ° ` - ° Cf)_ ° 02 c, 12'""V" GROOVE ALCOA VENTED SOFFIT FIELD CLINCH 2" @36O.C. MAX. FASTENERS (2) PER CLIP 1 STANDING SEAM GABLE END DETAIL 4'1 SCALE: 1/2" = 5 0 POWIELLSTU010 A R C H I T E CT O R E ARCHITECTURE I INTERIOR DESIGN 713 W. MONTROSE STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 . FAX: (877) 680-7183 www.powelistudioarch.com AA# 26002236 @ COPYRIGHT 2019 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. I OWNER: OWNER / PROJECT: PROFESSIONAL SEAL: C to ` � OF Ft c 0 a 3 wo �,om to y; IEFFREVPOC o E � 2"-a c c ry • y 'J +- � t 'A'; AR94675 �U TFRn ¢ �°� •AR���cl c a doymv,00 Robert Jeffrey Powell, AIA � J 9 m� °E m Florida Licensed Architect o 2=:N =Q '54 a #AR94675 0 m ° ` - ° Cf)_ ° 02 c, PROJECT NO: PSA2019-16 REVISIONS: MARK I DATE I DESCRIPTION 11 ISSUE DATE: APRIL 1, 2019 A4.1 EXTERIOR ELEVATIONS AND DETAILS A Is' U FA GENERAL SPECIFICATIONS: SECTION 00220: SPECIAL CONDITIONS PART 1 -GENERAL 1.01 CODES THE FOLLOWING CODES HAVE BEEN USED IN THE DESIGN OF THE PROJECT, AND SHALL BE FOLLOWED BY THE CONTRACTOR FOR THE CONSTRUCTION: NFPA-10-2007 STANDARD FOR PORTABLE FIRE EXTINGUISHERS FFPC-2010 FLORIDA FIRE PREVENTION CODE, 2010 EDITION FBC-2010 FLORIDA BUILDING CODE, 2010 EDITION PART 2 - TEMPORARY CONSTRUCTION AND SERVICES 3.01 THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SPECIFIC ITEMS OF TEMPORARY CONSTRUCTION AND SERVICES: A. TEMPORARY ELECTRIC SERVICE: 1. TEMPORARY ELECTRIC SERVICE REQUIRED IN THE PERFORMANCE OF THE CONTRACT SHALL BE FURNISHED AND PAID FOR BY THE CONTRACTOR WHO SHALL FURNISH, INSTALL AND MAINTAIN ALL TEMPORARY TRANSFORMERS, METERS AND OTHER WIRING AND FITTINGS FOR BOTH LIGHT AND POWER AT LOCATIONS REQUIRED IN THE WORK, AND SHALL BEAR THE COSTS OF BRINGING SERVICE TO THE SITE AND FOR MAKING THE SERVICE CONNECTIONS. 2. BEFORE FINAL ACCEPTANCE, TEMPORARY ELECTRICAL SERVICE FACILITIES INSTALLED BY THE CONTRACTOR SHALL BE REMOVED, AND THE SERVICE CONNECTIONS SEVERED IN ACCEPTABLE MANNER. 3. ADEQUATE LIGHTING AND CONVENIENCE OUTLETS SHALL BE FURNISHED AND INSTALLED AS MAY BE NECESSARY FOR PROPER PERFORMANCE AND INSPECTION OF THE WORK. 4. IF OPERATIONS ARE CARRIED OUT DURING HOURS OF DARKNESS, ADEQUATE FLOODLIGHTS, CLUSTERS, AND SPOT ILLUMINATION SHALL BE FURNISHED AND MAINTAINED DURING ALL HOURS THAT NATURAL ILLUMINATION IS DEEMED BY THE ARCHITECT AS BEING INSUFFICIENT FOR THE WORK BEING PERFORMED. B. CONSTRUCTION ENVIRONMENTAL CONTROL: 1. UNTIL SUCH TIME AS USE OF PERMANENT BUILDING SYSTEMS MAY BE EMPLOYED, EACH CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND MAINTAIN AN ADEQUATE CONSTRUCTION ENVIRONMENT WHICH SHALL PROTECT THE CONTRACTOR'S WORK AGAINST THE HAZARDS OF COLD WEATHER, HOT WEATHER, EXCESSIVE DRY CONDITIONS, EXCESSIVE HUMIDITY, OTHER UNSUITABLE ENVIRONMENT CONDITIONS WHICH MIGHT CAUSE DAMAGE OR DEFECTS IN THE WORK. 2. THESE SPECIFICATIONS DESCRIBE SOME MEANS OF PROVIDING AND MAINTAINING PROTECTION AGAINST HAZARDS OF SEVERE WEATHER AND CERTAIN VENTILATION REQUIREMENTS WHICH SHALL BE INTERPRETED AS MINIMUM CONDITIONS WHICH MIGHT BE ENCOUNTERED. 3. EACH CONTRACTOR SHALL CARRY OUT SUCH RESPONSIBILITIES AND SHALL PROVIDE AND MAINTAIN SUCH OTHER MEANS OF ENVIRONMENTAL CONTROL AS RECOMMENDED AND/OR REQUIRED TO COMPLY WITH SPECIFIED MANUFACTURER'S RECOMMENDATIONS, REQUIREMENTS HEREINAFTER SPECIFIED, OR OTHER CONDITIONS NEEDED IN PERFORMANCE OF THE WORK. 4. EACH CONTRACTOR SHALL PROTECT HIS WORK AGAINST COLD WEATHER AND PROVIDE MEANS TO MAINTAIN 40 DEGREES F., OR HIGHER TEMPERATURES AS DEEMED SUITABLE OR NECESSARY TO THE WORK. 5. COSTS FOR FUEL CONSUMED THROUGH THE PERMANENT HEATING AND VENTILATING SYSTEM DURING THE CONSTRUCTION PERIOD WILL BE BORNE BY THE GENERAL CONTRACTOR. C. PROTECTION OF WORK IN PROGRESS: 1. WORK IN PLACE THAT IS SUBJECT TO INJURY, BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO, SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. 2. PERMANENT OPENINGS USED FOR THOROUGHFARES FOR THE INTRODUCTION OF WORK AND MATERIALS TO THE STRUCTURE SHALL HAVE HEADS, JAMBS AND SILLS WELL BLOCKED AND BOARDED. 3. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER, WHOLE, AND UNBLEMISHED CONDITION. END OF SECTION SECTION 01100: INSTRUCTIONS TO CONTRACTOR PART 1 -GENERAL 1.01 DESCRIPTION A. THE WORK CONSISTS OF MINOR RENOVATION AND THE REPLACEMENT OF PLUMBING FIXTURES FOR THE EXISTING RESTROOM BUILDING AT COASTLINE PARK FOR THE CITY OF SANFORD, FLORIDA, AS WELL AS 1.02 SHOP DRAWINGS, PRODUCT DATA, SAMPLES A. SUBMIT SHOP DRAWINGS FOR MANUFACTURED OR FABRICATED MATERIALS AS CALLED FOR IN THE DRAWINGS OR THESE SPECIFICATIONS. B. FULLY IDENTIFY DRAWINGS BY NAME, LOCATION, SUPPLIER'S NAME, DATE, DRAWING NUMBER, SPECIFICATIONS SECTION REFERENCE, ETC. C. CONTRACTOR SHALL SUBMIT WITH SUCH PROMPTNESS AS TO CAUSE NO DELAY IN HIS WORK, OR THAT OF ANY OTHER CONTRACTOR. D. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SCHEDULE THE SUBMISSION OF SHOP DRAWINGS FOR APPROVAL TO ALLOW ADEQUATE TIME FOR CHECKING OF DRAWINGS, MANUFACTURE AND SHIPMENT OF ITEMS TO JOB SITE IN SUFFICIENT TIME TO PREVENT DELAY IN THE PROGRESS OF THE WORK. E. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE PREPARATION OF SHOP DRAWINGS OF ITEMS WHICH WILL BE FURNISHED BY MORE THAN ONE MANUFACTURER BUT ARE DESIGNED TO INTERFACE WHEN INSTALLED. F. NUMBER OF SUBMITTALS REQUIRED: 1. SHOP DRAWINGS: SUBMIT FIVE (5) OPAQUE PRINTS. 2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3) COPIES TO THE ARCHITECT FOR REVIEW. 3. SAMPLES: SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. 4. DESIGN CALCULATIONS/TEST REPORTS: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3) WHICH WILL BE RETAINED BY THE ARCHITECT AND ENGINEER. 5. IN LIEU OF SUBMITTING HARD COPY SHOP DRAWINGS, CONTRACTOR MAY SUBMIT SHOP DRAWINGS ELECTRONICALLY TO THE ARCHITECT IN PDF FORMAT. G. SHOP DRAWINGS SUBMITTED TO THE ARCHITECT FOR HIS APPROVAL SHALL FIRST BE CHECKED AND APPROVED BY THE CONTRACTOR, THE PRIMA-FACIE EVIDENCE OF WHICH SHALL BE A "CHECKED" STAMP MARKED "APPROVED", OR "APPROVED AS NOTED" ON EACH COPY OF EACH SHOP DRAWING, PLACED THEREON BY THE CONTRACTOR. H. SHOP DRAWINGS RECEIVED WITHOUT THE CONTRACTOR'S "CHECKED" STAMP WILL BE CAUSE FOR IMMEDIATE RETURN WITHOUT FURTHER ACTION. 1. EACH DRAWING CORRECTLY SUBMITTED WILL BE CHECKED BY THE ARCHITECT OR ENGINEER AND RETURNED TO THE CONTRACTOR MARKED BY HIM IN ONE OF THE FOLLOWING WAYS: 1. APPROVED 2. APPROVED AS NOTED 3. RETURNED FOR CORRECTIONS 4. NOT APPROVED - REVISE AND RESUBMIT J. SHOP DRAWINGS AND SUBMITTALS RECEIVED BY THE ARCHITECT FOR PARTS OF THE WORK WHICH DO NOT REQUIRED SHOP DRAWINGS OR SUBMITTALS, AS CALLED FOR IN THE SEPARATE SECTIONS OF THESE SPECIFICATIONS, WILL NOT BE REVIEWED AND WILL NOT BE RETURNED TO THE CONTRACTOR. K. SHOP DRAWING SUBMITTALS WHICH DIFFER FROM THE DRAWINGS AND SPECIFICATIONS AND APPROVED BY THE OWNER SHALL BE DONE SO WITH THE UNDERSTANDING AND WARRANTY BY THE CONTRACTOR THAT: 1. THE SUBSTITUTION WILL DO THE WHOLE JOB ADEQUATELY. 2. THE SUBSTITUTION WILL FIT THE ASSIGNED SPACE. 3. THE SUBSTITUTION CONFORMS TO ALL RELEVANT DETAILS OF THE DRAWINGS AND SPECIFICATIONS. 4. THE SUBSTITUTION IS ACCORDING TO CODE AND THAT IT IS SAFE. 5. THE SUBSTITUTION IS ACCEPTABLE TO THE OWNER. 6. THE SUBSTITUTION IS ACCEPTABLE TO THE EFFECTED TRADES. 7. THE CONTRACTOR HAS AGREED WITH ALL EFFECTED CONTRACTORS TO PAY THEM FOR EXTRA EXPENSES AND INCONVENIENCES CAUSED BY THE SUBSTITUTION. 8. THE SUBSTITUTION WILL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 9. THE CONTRACTOR AGREES THAT IF THE SUBSTITUTED MATERIAL, ITEM OR SYSTEM FAILS OR DOES NOT PERFORM PROPERLY WITHIN THE FIRST TWELVE MONTHS AFTER THE DATE OF SUBSTANTIAL COMPLETION, THEN THE CONTRACTOR SHALL REPLACE THE MATERIAL, ITEM OR SYSTEM WITH THE SPECIFIED MATERIAL, ITEM OR SYSTEM AT NO COST TO THE OWNER. END OF SECTION 2 3 SECTION 07620 FLASHING AND SHEET METAL PART 1 - GENERAL 1.1 DESCRIPTION A. WORK INCLUDES MIAMI-DADE COMPLIANCE FOR ALL FLASHINGS AND SHEET METAL WORK AS SHOWN ON THE DRAWINGS AND REQUIRED TO PROVIDE A WATERTIGHT BUILDING ENVELOPE AND OTHERWISE AS INDICATED. INSTALLATION SHALL BE IN COMPLIANCE WITH MIAMI-DADE CERTIFICATIONS ASSOCIATED WITH THE PRODUCTS BEING USED OR BEING TIED INTO. B. RELATED WORK SPECIFIED ELSEWHERE: 1. SECTION 07530: TPO ROOFING 2. SECTION 09900: PAINTING 1.2 SUBMITTALS A. SAMPLES: PROVIDE 3 COLOR SAMPLES FOR PREFINISHED COMPONENTS. B. SHOP DRAWINGS: PROVIDE SHOWING SHAPES, SIZES, AND ANCHORING DETAILS FOR ALL COMPONENTS. 1.3 QUALITY ASSURANCE A. STANDARDS: HAVE ALL WORK DONE BY APPLICATORS APPROVED BY THE MANUFACTURER OF THE MATERIALS AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS, AND ALL APPLICABLE REQUIREMENTS OF FACTORY MUTUAL ENGINEERING CORPORATION STANDARDS, CLASS A, TYPE I. PART 2 -PRODUCTS 2.1 MATERIALS A. WHERE SHEET METAL IS REQUIRED AND NO MATERIAL OR GAGE IS INDICATED ON THE DRAWINGS, PROVIDE THE HIGHEST QUALITY AND GAGE COMMENSURATE WITH THE REFERENCED STANDARDS USING AS MINIMUM, GALVANIZED SHEET STEEL. B. GALVANIZED SHEET: ASTM A93, ZINC COATED, 1.25 OZ PER SQUARE FOOT SHEET STEEL. C. ALUMINUM SHEET D. FLEXIBLE THERMAL PLASTIC SHEET: CHLORINATED POLYETHYLENE. E. ACCESSORY MATERIALS AND FASTENERS: 1. FASTENERS: SIZE AND TYPE TO FIT THE APPLICATION. a. SAME MATERIAL AS SHEET METAL. b. FOR ATTACHING COPPER: STAINLESS STEEL 2. SOLDER AND FLUX: TYPE RECOMMENDED FOR THE MATERIALS BEING USED. 3. PLASTIC CEMENT: ASTM D 2822 4. BITUMINOUS PAINT: ACID AND ALKALI RESISTANT TYPE, BLACK IN COLOR. 2.2 FABRICATIONS A. GENERAL: 1. FABRICATE OF MATERIALS SCHEDULED. 2. IF NO SPECIFIC DETAILS ARE REQUIRED, COMPLY WITH THE RECOMMENDATIONS OF THE "ARCHITECTURAL SHEET METAL MANUAL" OF THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). 3. SEPARATE DISSIMILAR METALS FROM EACH OTHER BY PAINTING EACH METAL SURFACE IN THE AREA OF CONTACT WITH A BITUMINOUS COATING OR OTHER PERMANENT SEPARATION TO PRECLUDE ELECTROLYSIS BETWEEN THE TWO METALS. 4. PROVIDE FOR THERMAL EXPANSION ON RUNNING TRIM IN ITEMS EXPOSED FOR MORE THAN 15 FEET CONTINUOUS LENGTH AT A MINIMUM OF ONE JOINT EVERY 10 FEET. 5. LOCATE EXPANSION JOINTS WITHIN 2 FEET OF EACH CORNER OR INTERSECTION OF SHEET METAL FLASHING AND TRIM. 6. FORM EXPOSED FACES FLAT AND FEE OF BUCKLES, EXCESSIVE WAVES AND AVOIDABLE TOOL MARKS, CONSIDERING THE TEMPER AND REFLECTIVITY OF THE METAL. 7. PROVIDE UNIFORM, NEAT SEAMS WITH MINIMUM EXPOSURE OF SOLDER, WELDS, AND SEALANT. 8. EXCEPT AS OTHERWISE SHOWN, FOLD BACK THE SHEET METAL TO FORM A HEM ON THE CONCEALED SIDE OF EXPOSED EDGES. B. SEAMS: 1. FINISH FLAT LOCK SEAMS NOT LESS THAN 1" WIDE. 2. FINISH SOLDER -LAP SEAMS NOT LESS THAN 1" WIDE, 3. LAP UNSOLDERED PLAIN -LAP SEAMS NOT LESS THAN 3 INCHES UNLESS OTHERWISE SPECIFIED. 4. MAKE FLAT SEAMS IN THE DIRECTION OF THE FLOW. C. MISCELLANEOUS METAL FLASHINGS: 1. PERIMETER ROOF EDGE METAL DRIP FLASHINGS: FABRICATE FROM 0.027" ALUMINUM IN A COLOR TO MATCH ADJACENT EXPOSED FINISHES. 2. PITCH PANS: 24 GAUGE GALVANIZED STEEL: a. SIZE: i. SIDES: MINIMUM OF 4 INCHES ABOVE ROOFING MEMBRANE. ii. FLANGES: MINIMUM OF 4 INCHES. iii. AREA: 2 INCHES GREATER IN WIDTH AND LENGTH THAN SUPPORT IT IS FLASHING. D. COPINGS: a. PROVIDE PRE -FINISHED .050 ALUMINUM COPINGS WITH KYNAR COATING (KYNAR 500 OR HYLAR 5000), COLOR TO MATCH THE BUILDING EXTERIOR FINISH, FROM STANDARD MANUFACTURER'S COLORS AS DETERMINED BY THE ARCHITECT. b. SUPPLY COPING SYSTEM COMPLETE WITH HOLD-DOWN CLEATS, SPLICE PLATES AND SNAP-ON COPINGS IN FINISHES AND COLOR TO MATCH COPING. c. SIZE EACH COPING ACCORDING TO THE WALL TO WHICH COPING IS TO BE ATTACHED. d. FABRICATE COPINGS 3/4 -INCH LARGER THAN THE WALL SIZE TO ALLOW FOR MEMBRANES AND INCONSISTENCIES. E. CONCEALED FLASHINGS: a. USE NOMINAL .020 INCH THICK FLEXIBLE FLASHING MEMBRANES FOR VERTICAL CONDITIONS SUPPORTING NO HEAD OF WATER. b. SEALING SOLVENT: MANUFACTURER'S APPROVED BONDING LIQUID. F. GUTTERS: a. CONTINUOUS .032 ALUMINUM, COLOR TO MATCH ADJACENT BUILDING FINISHES. b. BOX STYLE c. AS INDICATED ON THE PLANS G. DOWNSPOUTS: a. CONTINUOUS .032 ALUMINUM, 8", 6" CORRUGATED RECTANGULAR, REFER TO PLANS, COLOR TO MATCH ADJACENT BUILDING FINISHES. PART 3 - EXECUTION 3.1 INSTALLATION A. INSTALL METAL FLASHINGS AND TRIM IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS, PROVIDING PROPER EXPANSION JOINT MOVEMENT, AS DETAILED IN MANUFACTURER'S INSTALLATION DATA. B. COPINGS: 1. INSTALL COPING SYSTEM ON COMPRESSION PAD, ENSURING THAT COPING IS HELD FIRMLY IN PLACE, AND TO ALLOW INSTALLATION WITH NO EXPOSED FASTENERS. 2. INSTALL SPLICE PLATES WITH THREE BEADS OF NON-ACID CURE SILICONE CAULKING, FIELD APPLIED, TO EACH SIDE OF THE SPLICE PLATE. C. GUTTERS AND DOWNSPOUTS: 1. INSTALL WITH ALUMINUM STRAP HANGERS IN COMPLIANCE WITH MIAMI-DADE COMPLIANCE. 2. INSTALL STRAP HANGERS FOR GUTTERS ON 2'-0" CENTERS MAXIMUM. 3. INSTALL STRAP HANGERS FOR DOWNSPOUTS AT 4'-0" ON CENTER MAXIMUM. END OF SECTION 3 4 DIVISION 8 - DOORS AND WINDOWS SECTION 08110 STEEL DOORS AND FRAMES PART 1 - GENERAL 1.01 DESCRIPTION A. SCOPE OF THE WORK: 1. FURNISH ALL METAL DOORS AND FRAMES AS SHOWN ON THE DRAWINGS, THE SCHEDULES, AND AS SPECIFIED OF STANDARD TYPES. B. RELATED WORK SPECIFIED ELSEWHERE: 1. SECTION 08210: WOOD DOORS 2. SECTION 08710: FINISH DOOR HARDWARE 3. SECTION 08810: GLASS AND GLAZING 4. SECTION 09900: PAINTING AND FINISHING 1.02 SUBMITTALS A. SHOP DRAWINGS: 1. SUBMIT SCHEDULE USING THE SAME REFERENCING AS SHOWN ON THE DRAWINGS. 2. SUBMIT INDICATING DOOR AND FRAME SIZES, TYPES, ELEVATIONS, PROFILES, SECTIONS, MATERIALS, GAUGES, FINISHES, REINFORCEMENT, ANCHORAGE, DIMENSION AND LOCATION, SIZE AND DETAILS OF VISION (LITE) PANELS AND LOUVER OPENINGS, 3. SUBMIT CERTIFICATION OF COMPLIANCE WITH HURRICANE RESISTANCE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND WIND LOAD CALCULATIONS FOR ALL EXTERIOR STEEL DOORS AND FRAMES. B. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT INFORMATION AND INSTALLATION INSTRUCTIONS FOR EACH TYPE OF METAL DOOR SPECIFIED FOR USE ON THIS PROJECT. 1.03 QUALITY ASSURANCE A. SUPPLY ALL METAL DOORS AND FRAMES BY ONE MANUFACTURER. B. KNOCK -DOWN STEEL FRAMES SHALL NOT BE ACCEPTABLE FOR USE ON THIS PROJECT. C. INDUSTRY STANDARDS: 1. STANDARD FOR FIRE DOORS AND WINDOWS, NFPA 80-2016 2. LIFE SAFETY CODE: NFPA 101-2015 D. ACCEPTABLE MANUFACTURERS: 1. STEELCRAFT MANUFACTURING -CINCINNATI, OHIO 2. CURRIES MANUFACTURING -MASON CITY IOWA 3. CECO MANUFACTURING -MILAN, TENNESSEE E. FURNISH FIRE RATED COMPONENTS BEARING PERMANENTLY ATTACHED, METAL EMBOSSED, FACTORY APPLIED PHYSICAL LABELS OF UNDERWRITER'S LABORATORIES, INC., (UL) OR OTHER INDEPENDENT TESTING LABORATORY / AGENCY LOCATED AT HINGE JAMB AND DOOR EDGE BETWEEN THE UPPER TWO HINGES. 1.03 DELIVERY AND STORAGE: DELIVER ALL MATERIALS UNDER PROTECTIVE COVER AND STORE IN A DRY, ENCLOSED SPACE AT SITE. PART 2 -PRODUCTS 2.01 MATERIALS A. COLD ROLLED STEEL SHEETS: COMMERCIAL QUALITY, CARBON STEEL, COMPLYING WITH ASTM A366 AND ASTM A568. B. HOT ROLLED STEEL SHEETS AND STRIP: COMMERCIAL QUALITY CARBON STEEL, PICKLED AND OILED, IN COMPLIANCE WITH ASTM A568 AND ASTM A569. C. GALVANIZED STEEL SHEETS: COMMERCIAL QUALITY, ZINC COATED CARBON STEEL, COMPLYING WITH ASTM A525 A60 ZINC COATING MILL PHOSPHATIZED WITH ASTM A526. 2.02 FABRICATION A. DOORS: 1. FABRICATE TO SIZES SHOWN ON THE DRAWINGS; PROVIDE NECESSARY CLEARANCES AND BEVELS TO PERMIT OPERATION WITHOUT BINDING AND TO ACCOMMODATE THRESHOLDS WHERE REQUIRED. 2. INTERIOR DOORS: SEAMLESS FACE SHEET STEEL OF NOT LESS THAN 18 GAUGE FIRST GRADE, COLDROLLED STEEL. 3. EXTERIOR DOORS: SEAMLESS FACE SHEET STEEL OF NOT LESS THAN 16 GAUGE STEEL 4. MINIMUM HARDWARE REINFORCEMENT SHALL BE AS FOLLOWS: A. HINGES: 7 GAUGE B. STRIKES: 16 GAUGE C. CLOSERS: 12 GAUGE D. SURFACE MOUNTED HARDWARE: 12 GAUGE 5. SOUND DEADENING MATERIAL: INORGANIC, NONCOMBUSTIBLE. 6. GLASS MOLDINGS AND STOPS: A. FIXED STEEL SHAPES SECURELY FASTENED TO DOOR. B. LOOSE STOPS NOT LESS THAN 20 GAUGE STEEL, MITERED CORNER JOINTS, SECURED WITH CADMIUM OR ZINC COATED COUNTERSUNK SCREWS. 7. CLEAN THOROUGHLY, FILL JOINTS SMOOTH AND PRIME WITH FACTORY BAKED -ON NEUTRAL GRAY RUST -INHIBITING PAINT, TESTED IN ACCORDANCE WITH ASTM D-714 AND B-117. B. FRAMES: 1. EXTERIOR FRAMES: FABRICATE OF 16 -GAUGE GALVANIZED MATERIAL AND 14 -GAUGE MATERIAL FOR OPENINGS OVER 4'-0" WIDE, 2. STANDARD INTERIOR FRAMES: FABRICATE OF 16 -GAUGE MATERIAL. 3. MAKE BREAKS, ARISES AND ANGLES STRAIGHT, SHARPLY DEFINED AND TRUE. 4. MITER CORNERS, ACCURATELY FIT, WELD AND GRIND SMOOTH TO PROVIDE INVISIBLE JOINTS. 5. MAKE ALL FRAMES DOUBLE RABBET AND CASED OPENINGS, FURNISHED AND INSTALLED AS SHOWN ON THE DRAWINGS. 6. PROVIDE NOT LESS THAN THREE 14 -GAUGE ANCHORS PER JAMB SPACED FOR MAXIMUM STIFFNESS. FOR FRAMES FOR DOORS TALLER THAN 7' 0" PROVIDE 4 ANCHORS PER JAMB. 7. PROVIDE -INCH LONG FILLET WELD TO INSIDE FACE OF JAMBS AT TOP AND BOTTOM ANCHORS. 8. PROVIDE 14 -GAUGE ADJUSTABLE FLOOR CLIPS AT EACH JAMB, PUNCHED FOR SECURING TO FLOOR. 9. NOTCH, MITER, WELD AND FINISH SMOOTH ALL HEADS AND JAMBS. 10. MAKE CUTOUTS FOR REQUIRED HARDWARE FROM TEMPLATES FURNISHED. 11. PROVIDE ANGLE SPREADER FOR FRAMES DURING SHIPPING, HANDLING AND INSTALLATION. 12. CLEAN THOROUGHLY AND PAINT WITH ONE COAT NEUTRAL RUST -INHIBITING PRIMER TESTED PER ASTM D-714 AND B-117. 13. MINIMUM HARDWARE REINFORCEMENT SHALL BE AS FOLLOWS: A. HINGES: 7 GAUGE B. STRIKES: 16 GAUGE C. CLOSERS: 12 GAUGE D. SURFACE -MOUNTED HARDWARE: 12 GAUGE 14. SHOP APPLY BACK SURFACES OF FRAMES SCHEDULED FOR GROUT FILL SET IN MASONRY OR CONCRETE WITH HEAVY -BODIED BITUMINOUS PAINT. PART 3 - EXECUTION 3.01 INSTALLATION A. GENERAL: 1. EXCEPT FOR FRAMES LOCATED IN CAST -IN-PLACE CONCRETE, PLACE FRAMES PRIOR TO SURROUNDING CONSTRUCTION OF ENCLOSING WALLS AND CEILINGS USING 3 ANCHORS PER JAMB LOCATED AT STRIKE AND HINGE POINTS FOR DOORS UP TO 7'-0" AND 4 ANCHORS FOR DOORS OVER 7'-0" TALL. 2. SET FRAMES ACCURATELY IN POSITION, PLUMBED, ALIGNED AND BRACED UNTIL PERMANENT ANCHORS ARE SIT. 3. AFTER WALL CONSTRUCTION IS COMPLETED, REMOVE TEMPORARY BRACES AND SPREADERS, LEAVING SURFACES UNDAMAGED. B. FRAMES IN CAST IN PLACE CONCRETE: 1. INSTALL GROUT FILLED FRAMES IN CAST IN PLACE CONCRETE USING 3/8" COUNTER SUNK FLUSH ANCHOR BOLTS INTO EXPANSION SHIELDS OR INSERTS. 2. FILL HEADS WITH BODY PUTTY AND GRIND SMOOTH. 3. INSTALL SEALANT BETWEEN FRAME AND CONCRETE. C. FRAMES IN CONCRETE MASONRY: 1. INSTALL GROUT FILLED FRAMES IN MASONRY, 2. STRIKE MASONRY JOINT AROUND FRAME TO MATCH JOINTS OF ADJACENT MASONRY. D. BORROW LITE FRAMES: INSTALL USING A MINIMUM OF 2 ANCHORS PER JAMB OR AT 2'-0" O.C. 4 5 E. DOORS: FIT DOORS ACCURATELY INTO THEIR SCHEDULED FRAMES WITH THE FOLLOWING TOLERANCES. 1. JAMBS AND HEADS: 3/32" 2. MEETING EDGES, PAIR OF DOORS: 1/8" 3. BOTTOM: 3/4" WITHOUT THRESHOLD, 1/8" WITH THRESHOLD 4. LABELED DOORS: PER NFPA NO. 80 3.02 ADJUSTMENT AND CLEANING A. CLEAN FRAMES SOILED FROM INSTALLATION PROCEDURE, B. TOUCH UP PRIMER DAMAGED AS A RESULT OF INSTALLATION, AND LEAVE READY FOR FINAL PAINTING. C. CHECK AND READJUST OPERATING FINISH HARDWARE PRIOR TO FINAL INSPECTION. D. REMOVE AND REPLACE DEFECTIVE WORK INCLUDING DOORS OF FRAMES WHICH ARE WARPED, BOWED OR OTHERWISE DEFECTIVE. END OF SECTION SECTION 08710: FINISH HARDWARE PART 1 -GENERAL 1.01 DESCRIPTION A. SCOPE OF THE WORK: 1. WORK COVERED BY THIS SECTION OF THE SPECIFICATIONS CONSISTS OF FURNISHING AND DELIVERING TO THE JOB SITE FOR FITTING AND INSTALLATION ALL FINISH HARDWARE COMPLETE AND IN ACCORDANCE WITH THIS SECTION AND THE DRAWINGS, 2. IT IS INTENDED THAT THE FOLLOWING LIST OF HARDWARE SHOWN ON THE DOOR SCHEDULE HARDWARE SET LIST COVER ALL FINISH HARDWARE TO COMPLETE THE PROJECT. B. OMISSIONS AND/OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING DOORS. C. WORK EXCLUDED IN THIS SECTION INCLUDES: 1. INSTALLATION 2. ROUGH AND/OR STRUCTURAL HARDWARE 3. CABINET HARDWARE 1.02 SUBMITTALS A. TEMPLATES: 1. ALL FINISH HARDWARE TO BE INSTALLED ON OR IN METAL DOOR AND/OR FRAMES SHALL BE MANUFACTURED TO TEMPLATE. 2. TEMPLATE SUPPLIER SHALL FURNISH THE HARDWARE SCHEDULE AS APPROVED BY THE ARCHITECT AND ALL NECESSARY TEMPLATES TO METAL DOOR AND FRAME FABRICATORS OR OTHER SUPPLIERS REQUIRING SAME FOR THEIR COORDINATION AND USE. 1.03 GUARANTEE A. THE SUPPLIER SHALL GUARANTEE THAT ALL MATERIALS SPECIFIED HEREIN SHALL BE FREE FROM ALL DEFECTS AND SHALL PERFORM SATISFACTORILY FOR A PERIOD OF ONE (1) YEAR AFTER IT IS INSTALLED AND ACCEPTED. B. THE SUPPLIER SHALL REPLACE AT HIS OWN EXPENSE, INCLUDING LABOR, ANY ITEM OF FINISH HARDWARE WHICH MAY PROVE DEFECTIVE WITHIN THIS TIME PERIOD. PART2-PRODUCTS 2.01 MATERIALS A. FINISH: ALL FINISH HARDWARE SHALL BE OF CONSISTENT FINISH, US26D, SATIN CHROMIUM PLATED. B. SUBSTITUTIONS: THERE SHALL BE NO SUBSTITUTION FOR THE PRODUCTS OR MATERIALS AS SPECIFIED HEREIN AND/OR INDICATED ON THE DRAWINGS BY TRADE NAME, MANUFACTURER'S NAME OR CATALOGUE NUMBER, UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. C. ALL EXTERIOR DOORS, WHETHER EXISTING OR NEW, SHALL BE EQUIPPED WITH APPROPRIATE THRESHOLDS AND WEATHER STRIPPING, INSTALLED FOR A WEATHER -TIGHT SEAL. 2.02 COMPONENTS A. BUTT HINGES: 1. GENERAL: FULL MORTISE, FIVE KNUCKLE BALL BEARING 2. EXTERIOR USE: STAINLESS STEEL BASE METAL WITH STAINLESS STEEL PINS 3, INTERIOR USE: NON-FERROUS BASE METAL WITH STEEL PINS 4. INTERIOR RATED USE: STAINLESS STEEL BASE METAL WITH STAINLESS STEEL PINS 5. MANUFACTURER: STANLEY 6. APPROVED SUBSTITUTES: HAGER, MCKINNEY, AND LAWRENCE B. PIVOT HINGES: LCN, CP 150 C. LOCKSETS, LATCHSETS AND KEYING: 1. EXTERIOR ENTRY & EXIT DOORS (INCLUDING ALUMINUM STOREFRONT METAL DOORS): ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH 'BEST' LOCKS AND CYLINDERS KEYED TO THE OWNER'S MASTER KEY SYSTEM. 2. LOCKSETS AND LATCHSETS: CYLINDRICAL TYPE WITH LEVER HANDLES AND ESCUTCHEONS WITH STANDARD 2-3/4" BACKSET, UNLESS OTHERWISE SPECIFIED. 3. LOCKSETS AND LATCHSETS: SARGENT 7 LINE (ANSI GRADE 2), LB LEVER HANDLE DESIGN. A. ALTERNATE DESIGN: SCHLAGE AL SERIES, (ANSI GRADE 2) JUPITER LEVER HANDLE. 4. FURNISH IN FUNCTIONS AS SPECIFIED IN THE FINISH HARDWARE SCHEDULE. 5. KEYING: a. ALL LOCKS AND CYLINDERS SHALL BE GRAND MASTER KEY SYSTEM. b. LOCKSETS SHALL BE FURNISHED WITH PROPER TUMBLERS FOR FIELD KEYING, AS DIRECTED BY THE OWNER. D. EXIT DEVICES SHALL BE SARGENT 80 SERIES OR APPROVED SUBSTITUTE. E. CLOSERS: 1. YALE SERIES 3500, OR EQUAL. 2. CLOSERS SHALL BE ADJUSTABLE TO MEET ANSI STANDARDS FOR HANDICAPPED ACCESSIBILITY, WITH MAXIMUM FORCE REQUIRED TO OPEN AT 5 LBS. 3. CLOSERS SHALL BE FURNISHED WITH PLATED FULL METAL COVERS. F. DOOR HOLDERS: SURFACE MOUNTED GLYNN-JOHNSON 90F, HEAVY DUTY STEEL WITH SHOCK ABSORBER FOR SINGLE ACTING DOORS. G. DOUBLE ACTING OVERHEAD CONCEALED CLOSERS: LCN 6030 -CP -150 H. DOOR STOPS: 1. WALL: a. IVES 407 OR, b. ROCKWOOD 409 2. FLOOR: a. IVES 436 OR, b. ROCKWOOD 440 3. FLOOR: (EXTERIOR) a. IVES 444 OR, b_ ROCKINOOD 471 I. THRESHOLDS: 1. WEATHER TYPE: PEMKO 2005AV 2. SADDLE TYPE: PEMKO 270 A 3. FINISH: CLEAR ANODIZED ALUMINUM. J. LOCK GUARDS: IVES OR EQUAL, NO. 184, SHORT LENGTH 6" X 1-112", STAINLESS STEEL WITH SATIN FINISH, FURNISHED AND INSTALLED ON EXTERIOR DOORS. K. SOUND SEAL: ALL INTERIOR STEEL DOOR FRAMES SHALL BE EQUIPPED WITH A PEMKO SOUND SEAL (SILICON GASKET), #303AS, ANODIZED CLEAR ALUMINUM FINISH, APPLIED TO BOTH JAMBS AND HEAD. L. WEATHERSTRIPPING: ALL EXTERIOR STEEL DOOR FRAMES: PEMKO ADHESIVE JAMB WEATHERSTRIP, S88W, WHITE, APPLIED TO BOTH JAMBS AND HEAD. PART 3 - EXECUTION 3.01 INSTALLATION A. LOCATION: DISTANCE FROM FINISH FLOOR TO CENTER LINE OF: 1. DOOR KNOB 38" 2. DOOR PULL 42" 3. DEAD LOCK 60" 4. HINGE BOTTOM HINGE: 10" FROM FINISH FLOOR D mom ARCHITECTURE I INTERIOR DESIGN 713 W. MONTROSE STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudiocirch.com AA# 26002236 OO COPYRIGHT 2019 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. OWNER: OWNER / PROJECT: 0 Q � � N 0 m z W Q u- 00 0 ILL �z � Q W PROFESSIONAL SEAL: ", 0 OF• FlO all 3 o m > .tE a JEFFREYPp� Fel.; � m - c • :Q -O _*_ • a t i a a m p AR94675 o�av�> LL L6 •u° n 211 �� m E s%''• �� FREDA�G in¢m3�ama -6N =3 i Z o O v c ��R-02 Robert Jeffrey Powell, AIA � JN ro Florida Licensed Architect No=2 N j m #AR94675 L yfc� N °`mr�_° ¢¢ao�cno PROJECT NO: PSA2019-16 REVISIONS: MARK I DATE I DESCRIPTION ISSUE DATE: APRIL 1, 2019 ASlml SPECIFICATIONS A C M❑ 2 C;FNFRAL SPECIFICATIONS: TOP HINGE: 5" FROM HEAD RABBET CENTER HINGE: CENTERED BETWEEN TOP AND BOTTOM HINGES. B. DO NOT INSTALL SURFACE -MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. C. AT EXTERIOR DOORS: 1. SET THRESHOLDS IN A BED OF MASTIC SEALANT TO COMPLETELY FILL CONCEALED VOIDS AND EXCLUDE MOISTURE FROM EVERY SOURCE. 2. DO NOT APPLY SEALANT SUCH THAT IT WOULD PREVENT PROPER DRAINING. 3. DO NOT PLUG DRAINAGE HOLES OR BLOCK WEEPS. D. KEYING: 1. THE PERMANENT KEYING SYSTEM SHALL BE BASED ON A GRAND MASTER SYSTEM 2. ALL EXTERIOR ENTRY / EXIT LOCKS AND CYLINDERS SHALL 'BEST' LOCKS, AND CYLINDERS. 3. KEYING SHALL BE DONE ON-SITE, AS DIRECTED BY THE OWNER. SECTION 09310: TILE WORK PART 1 -GENERAL 1.01 DESCRIPTION A. WORK INCLUDES TILE WORK AS SHOWN ON THE DRAWINGS AND AS INCLUDED IN THE ROOM FINISH SCHEDULE. 1.02 QUALITY ASSURANCE A. STANDARDS: 1. PERFORM ALL TILE WORK IN ACCORDANCE WITH PROVISIONS OF THE HANDBOOK FOR CERAMIC TILE INSTALLATION, AS PUBLISHED BY THE TILE COUNCIL OF AMERICA, INC. 2. COMPLY WITH ANSI A137.1. 3. SLIP RESISTANCE: STATIC COEFFICIENT OF FRICTION OF 0.6 FOR LEVEL SURFACES. PART 2 -PRODUCTS 2.01 MATERIALS A. WALL TILE: NOMINAL 12 X 12 GLAZED, IN COLOR AND PATTERN AS SELECTED BY OWNER. B. MORTAR: DRY -SET, 1/8 -INCH THICK, COMPLYING WITH ANSI A108.5 AND ANSI A118. C. GROUT: LATEX -PORTLAND CEMENT, COMPLYING WITH ANSI A108.6 IN COLOR TO MATCH THE CERAMIC TILE. D. EXPANSION JOINT: 1. POLYURETHANE SEALANT OVER COMPRESSIBLE BACKER ROD, COMPLYING WITH FEDERAL SPECIFICATION TT -S -00227E OR TT -S -00230C. 2. COLOR OF SOFT JOINT SHALL MATCH GROUT. PART 3 - EXECUTION 3.01 PREPARATION A. BEFORE TILING, BE SURE VARIATION OF SURFACE TO BE TILED FOLLOW WITHIN THE MAXIMUM PERMISSIBLE VARIATION OF 1/8 -INCH, PLUS OR MINUS, IN TEN FEET WHEN STRAIGHT EDGE IS LAID ON THE SURFACE IN ANY DIRECTION. B. COORDINATE TILE FLOOR INSTALLATION OVER CONCRETE FLOOR SLAB CONSTRUCTION FOR EXPANSION JOINTS. C. MAKE SOFT JOINT EXPANSION JOINTS IN TILE CONFORM TO NORMAL TILE SPACING, AND BE THE SAME WIDTH AS GROUTED JOINTS. D. DO NOT CUT CERAMIC FLOOR TILES TO FORM EXPANSION JOINTS. USE SLIP SHEET. E. CONSULT WITH ARCHITECT PRIOR TO LAYOUT IF COORDINATION DIFFICULTIES ARISE. 3.02 INSTALLATION A. ALL CERAMIC FLOOR TILES SHALL BE INSTALLED OVER A SLIP SHEET (CLEAVAGE MEMBRANE). B. LAY OUT ALL WORK SO THAT WHERE POSSIBLE NO TILES LESS THAN HALF SIZE OCCUR. C. IN ANY EVENT, INSTALL NO HALF TILES ABOVE THE FIRST COURSE UP FROM THE BOTTOM OR AWAY FROM THE FIRST VERTICAL COURSE AT INTERNAL AND EXTERNAL COURSES. D. ALIGN ALL JOINTS VERTICALLY AND HORIZONTALLY. E. CUT AND DRILL NEATLY WITHOUT MARRING TILE. F. RUB SMOOTH ANY NECESSARY CUTS WITH A FINE STONE, AND SET NO CUT EDGE AGAINST ANY FIXTURE, CABINET, OR OTHER TILE WITHOUT A JOINT AT LEAST 1/16 -INCH WIDE. G. CUT, FIT, ADJUST AND ESTABLISH TILES NEATLY AND ACCURATELY TO ACCOMMODATE ACCESSORIES, INTERRUPTIONS, CHASES, RETURNS, MECHANICAL AND ELECTRICAL OUTLETS, AND FINISH AT THEIR EXACT LOCATION (AS DETERMINED BY JOB SITE CONDITIONS). H. PROVIDE ALL REQUIRED TRIM PIECES AS DETAILED FOR THE VARIOUS TILES SPECIFIED. 1. SET CERAMIC WALL TILE IN DRY -SET MORTAR OVER TILE BACKER BOARD. J. SEAL TILE GROUT. 3.03 CLEANING AND PROTECTION A. WIPE SURFACES CLEAN AFTER GROUTING; REMOVE ALL TRACES OF MORTAR AND GROUT. B. DO NOT USE ACID SOLUTION FOR CLEANING GLAZED TILE. C. CLOSE SPACES TO TRAFFIC OR OTHER WORK UNTIL TILE IS FIRMLY SET. D. PROTECT FROM DAMAGE UNTIL ACCEPTANCE. E. REPAIR ALL DAMAGED WORK AT NO ADDITIONAL COST TO THE OWNER. END OF SECTION SECTION 09900: PAINTING AND FINISHING PART 1 - GENERAL 1.01 DESCRIPTION A. SCOPE OF WORK: 1. WORK INCLUDES PRIMING AND/OR PAINTING ALL SURFACES NOT FACTORY FINISHED, INCLUDING FACTORY PRIMED ITEMS, GALVANIZED ITEMS UNLESS SCHEDULE OTHERWISE ON THE DRAWINGS. 2. SURFACE PREPARATION, PRIMING AND COATS OF PAINT SPECIFIED ARE IN ADDITION TO SHOP -PRIMING, EXCEPT AS OTHERWISE SPECIFIED. 3. ITEMS TO BE PAINTED INCLUDE BUT ARE NOT LIMITED TO ALL EXPOSED PIPES AND DUCTS, HANGARS, EXPOSED STEEL AND IRON WORK, AND PRIMED METAL SURFACES OF EQUIPMENT INSTALLED UNDER THE MECHANICAL AND ELECTRICAL WORK, WHICH ARE LEFT EXPOSED. 4. CONCEALED SURFACES: A. UNLESS OTHERWISE INDICATED, PAINTING IS NOT REQUIRED ON SURFACES SUCH AS WALLS OR CEILING IN CONCEALED AREAS AND INACCESSIBLE AREAS, FURRED AREAS, AND PIPE SPACES. B. ALL PIPING, EQUIPMENT, AND OTHER SUCH ITEMS IN CONCEALED SPACES ARE NOT REQUIRED TO BE PAINTED. 5. COPPER, BRONZE, CHROMIUM PLATE, NICKEL, STAINLESS STEEL, ALUMINUM, MONEL METAL, LEAD AND LEAD COATED COPPER ARE NOT TO BE PAINTED OR FINISHED UNLESS SPECIFICALLY SCHEDULED. 1.03 JOB CONDITIONS A. PROTECTION: 1. DO NOT PAINT ANY MOVING PARTS OF OPERATING UNITS, MECHANICAL AND ELECTRICAL PARTS, SUCH AS VALVE AND DAMPER OPERATORS, LINKAGES, SENSING DEVICES, MOTOR AND FAN SHAFTS, UNLESS OTHERWISE INDICATED. 2. DO NOT PAINT OVER ANY CODE -REQUIRE LABELS, SUCH AS UNDERWRITERS LABORATORIES AND FACTORY MUTUAL OR ANY EQUIPMENT IDENTIFICATION, PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES. PART 2 -PRODUCTS 2.01 MATERIALS AND SYSTEMS A. PORTER PAINTS, SHERWIN WILLIAMS, OR APPROVED EQUAL, SHALL BE USED, WITH THINNING NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. B. PAINT COLOR SHALL BE AS DEFINED IN THE FINISH SCHEDULE. C. PAINT MATERIAL USED ON THIS PROJECT SHALL CONTAIN MINIMUM CERTIFIED FLAME AND SMOKE RATINGS, DEPENDING ON THE LOCATION OF THE APPLICATION. CERTIFICATION OF MANUFACTURER'S FLAME AND SMOKE RATINGS SHALL BE AVAILABLE AT THE FINAL INSPECTION. 1. IN CORRIDORS AND ACCESSES TO EXITS SHALL BE MINIMUM CLASS B, HAVING AFLAME SPREAD RATING OF BETWEEN 26 AND 75, AND SMOKE DEVELOPED 0-450, AS DETERMINED BY ASTM -255. 2. IN ALL OTHER AREAS, MINIMUM CLASS C, HAVING A FLAME SPREAD RATING OF BETWEEN 76 AND 200, AND SMOKE DEVELOPED 0-450, AS DETERMINED BY ASTM -255. 2 3 PART 3 - EXECUTION 3.01 INSPECTION A. EXAMINE ALL SUBSURFACES TO RECEIVE PAINTING AND REPORT IN WRITING TO THE CONTRACTOR, WITH A COPY TO THE ARCHITECT, ANY CONDITIONS DETRIMENTAL TO THE WORK. B. FAILURE TO OBSERVE REQUIREMENT CONSTITUTES A WAIVER TO ANY SUBSEQUENT CLAIMS TO THE CONTRARY, AND HOLDS PAINTING CONTRACTOR RESPONSIBLE FOR ANY CORRECTIONS WHICH MAY BE REQUIRED BY THE ARCHITECT. C. COMMENCEMENT OF THE WORK WILL BE CONSTRUED A ACCEPTANCE OF ALL SUBSURFACES. 3.02 SURFACE PREPARATION A. PROTECT ITEMS NOT TO BE PAINTED OR REMOVE PRIOR TO PAINTING. B. IF REQUIRED TO BE REMOVED, REPOSITION AFTER PAINTING. C. MAKE ANY EXPOSED MISCELLANEOUS METAL ITEMS, SUCH AS STEEL SUPPORTS, ANCHORS, BUCKS, HOLLOW METAL FRAMES AND THE LIKE, CLEAN, FREE OF RUST, DUST, GREASE OR DIRT. D. CLEAN ANY VISIBLE PORTIONS OF THROATS OF GALVANIZED STEEL DUCTWORK WITH SOLVENTS, WIPE DRY WITH CLEAN RAGS, AND PAINT FLAT BLACK. E. MAKE ANY WOOD SURFACES TO BE PAINTED OR STAINED CLEAN, SMOOTH, DRY AND FULLY SANDED. KNOTS AND PITCH POCKETS UNDER PAINT FINISH SHALL BE SEALED WITH SHELLAC. F. FILL JOINTS, CRACKS, NAIL HOLES, DISFIGURATIONS, ETC., WITH PUTTY AFTER PRIMING, THEN SAND SMOOTH. G. SEAL ANY CONCRETE, MASONRY, PLASTER AND SIMILAR SURFACES TO BE PAINTED AND FILL TO SMOOTH, EVEN SURFACES AFTER NEUTRALIZING WITH A WASH OF FOUR POUNDS SULFATE OR ZINC AND ONE GALLON OF WATER. H. REMOVE GREASE AND OIL WITH BENZINE. I. CLEAN THOROUGHLY ANY WALLBOARD SURFACES TO BE PAINTED. J. SPACKLE ANY NAIL HOLES AFTER PRIMING HAS DRIED. K. SAND SMOOTH ALL ROUGH SURFACES. 3.03 WORKMANSHIP A. THOROUGHLY COVER WITH UNIFORM COLOR AND FINISH; THE NUMBER OF COSTS SPECIFIED BEING THE MINIMUM, 3.04 APPLICATION A. DURING INTERIOR APPLICATION, MAINTAIN MINIMUM TEMPERATURE OF 65 DEGREES F UNLESS OTHERWISE DIRECTED BY MANUFACTURER'S PRINTED INSTRUCTIONS. B. HOLD TEMPERATURE AS CONSTANT AS POSSIBLE. C. PROVIDE ADEQUATE VENTILATION AT ALL TIMES SO THE HUMIDITY CANNOT RISE ABOVE THE DEW POINT OF THE COLDEST SURFACE TO BE PAINTED. D. PAINT ALL EXPOSED SURFACES OF EVERY MEMBER; PAINT ANYTHING INACCESSIBLE AFTER INSTALLATION, BEFORE INSTALLATION, IF REQUIRED TO BE PAINTED. E. COLOR CODE AND STENCIL IDENTIFY MECHANICAL EQUIPMENT WHERE REQUIRED IN DIVISION 15 OF THESE SPECIFICATIONS. F. PAINT NO ITEMS FITTED WITH FINISH HARDWARE UNTIL HARDWARE HAS BEEN TEMPORARILY REMOVED. FINISH HARDWARE SHALL NOT BE PAINTED. G. SAND CAREFULLY BETWEEN COATS ALL FINISHES ON SMOOTH SURFACES FOR GOOD ADHESION OF SUBSEQUENT COATS. H. WHERE COVERAGE IS INCOMPLETE OR NOT UNIFORM, PROVIDE AN ADDITIONAL COAT AT NO ADDITIONAL COST TO THE OWNER. I. EACH SUCCEEDING PIGMENTED COAT SHALL BE DISTINGUISHABLY LIGHTER THAN THE PREVIOUS COAT. J. TINT ALL PRIME AND UNDERCOATS TO A COLOR SIMILAR TO FINISH COAT. K. APPLY PUTTY, CAULK OR SPACKLE AFTER SURFACE IS PRIMED AND PRIMER IS DRY. L. APPLY ALL COATINGS WITHOUT REDUCTION EXCEPT AS SPECIFIED BY LABEL INSTRUCTIONS, OR REQUIRED BY THIS SPECIFICATION. M. IN SUCH CASES, REDUCTION SHALL BE THE MINIMUM, PERMITTED. 3.05 COMPLETION AND CLEANING A. ON COMPLETION OF THE WORK, CAREFULLY CLEAN ALL GLASS, HARDWARE, ETC., AND REMOVE ALL MISPLACED PAINT AND STAIN SPOTS OR SPILLS AND LEAVE WORK IN AN ACCEPTABLE CONDITION. 3.06 SCHEDULE OF PAINTING A. INTERIOR: 1. WOOD BASE TRIM AND DOOR CASINGS: a. ONE (1) COAT OF PIGMENTED SHELLAC, TWO (2) COATS OF ALKYD SATIN ENAMEL. b. ALL SURFACES SHALL BE LIGHTLY SANDED BETWEEN COATS TO ASSURE A SMOOTH AND BLEMISH FREE SURFACE. 2. STAINED WOOD DOORS: a. SEMI -GLOSS ALKYD VARNISH FINISH: ONE (1) COAT OF A MIXTURE OF 1 PART SHELLAC AND 5 PARTS DENATURED ALCOHOL, ONE (1) COAT WOOD STAIN TO OWNER'S CHOICE, ONE (1) COAT QUICK -DRY WONDERWOOD SANDING SEALER, AND TWO (2) COATS OF WONDERWOOD STAIN FINISH VARNISH. b. ALL SURFACES SHALL BE LIGHTLY SANDED BETWEEN COATS TO ASSURE A SMOOTH AND BLEMISH FREE SURFACE. 3. STEEL DOORS AND FRAMES: ONE (1) COAT LATEX METAL PRIMER AND TWO (2) COATS ACRYLIC LATEX (METALATEX) SATIN ENAMEL. 4. PAINTED GYPSUM WALLS: a. DRYWALL SHALL RECEIVE ONE (1) COAT OF LATEX PRIMER SEALER AND TWO (2) COATS OF ALKYD SATIN ENAMEL. b. WALLS WHICH ARE TO RECEIVE VINYL WALL -COVERING SHALL BE PRIMED AND SEALED WITH ONE (1) COAT PRIMER UNDERCOAT OR SEALER WARRANTED BY THE MANUFACTURER, PRIMZ FAST DRY SEALER 220-01 OR EQUAL. c. WALLS AND CEILINGS IN ALL JANITOR'S CLOSETS AND CEILINGS OF ALL REST ROOMS SHALL RECEIVE ONE (1) COAT OF VINYL ACRYLIC WALL PRIMER AND ONE (1) COAT OF WATER BORNE EPDXY. d. CONCRETE MASONRY UNITS: ONE (1) COAT ACRI-FILL AND TWO (2) COATS ALKYD SATIN ENAMEL. e. GALVANIZED METAL: ONE (1) COAT ALKYD ZINC DUST COATING AND TWO (2) COATS ALKYD SATIN ENAMEL. END OF SECTION SECTION 10426 EXTERIOR & INTERIOR SIGNAGE PART 1 -GENERAL 1.01 DESCRIPTION A. GENERAL: PROVISIONS OF THE GENERAL CONDITIONS SHALL GOVERN THE WORK PERFORMED UNDER THIS SECTION. B. SCOPE OF THE WORK: WORK INCLUDES THE FURNISHING OF LABOR, MATERIALS AND INCIDENTALS NECESSARY TO INSTALL ALL EXTERIOR SIGNAGE, INCLUDING ROOM IDENTIFICATION SIGNAGE, SPECIAL INSTRUCTION SIGNAGE, RESTROOM IDENTIFICATION SIGNAGE, AS SHOWN ON THE DRAWINGS AND LISTED IN THE SIGNAGE SCHEDULE OF THIS SECTION OF THE SPECIFICATIONS. 1.02 SUBMITTALS A. SHOP DRAWINGS: 1. SUBMIT SHOWING GRAPHIC MOCK UP FOR EACH SIGN SCHEDULED, INDICATING COLORS, TEXT, AND ARTWORK. PART 2 -PRODUCTS 2.01 EXTERIOR SIGNS A. GENERAL: 1. FRAMELESS, RECTANGULAR OR SQUARE SHAPES WITH" RADI USED CORNERS. 2, PHOTO POLYMER PLATE LAMINATED ON 1/8" SOLID PLEXIGLASS. 3. FIELD COLOR: AS SELECTED BY OWNER FROM MANUFACTURER'S STANDARD COLORS. 4. COPY COLOR: BLACK OR WHITE HIGH CONTRAST TO FIELD COLOR. B. ROOM IDENTIFICATION SIGNAGE: 1. SIZE: 1 " HIGH MINIMUM X 8" LONG MAXIMUM. 2. COPY: a. IDENTIFICATION I. 5/8" HIGH, UPPER CASE HELVETICA MEDIUM, 1/32" RAISED LETTERS Ii, GRADE 2 BRAILLE b. PERSONALIZED COPY: 1. REMOVABLE TRANSPARENT COPY MEDIA THAT CAN BE CHANGED AS PERSONNEL CHANGE. ii. 3/8" HIGH, UPPER AND LOWER CASE HELVETICA MEDIUM, 1/32" RAISED LETTERS C. RESTROOM IDENTIFICATION SIGNAGE: 1. SIZE: 8"X8" MINIMUM 2. GRAPHICS: 6" PICTOGRAMS IN 1/32" RAISED IMAGE 3. COPY: a. 5/8" HIGH UPPERCASE HELVETICA MEDIUM, 1/32" RAISED TEXT b. GRADE 2 BRAILLE 2.02 MANUFACTURER/ MODEL A. KROY, INC., (800) 733-5769 SIGN SYSTEMS, ADA SERIES, OR EQUAL. PART 3 - EXECUTION 3.01 INSTALLATION A. INSTALL ALL INTERIOR SIGNAGE BY USE OF ADHESIVE FOAM TAPE; A SEMI-PERMANENT INSTALLATION. B. MOUNT ALL INTERIOR SIGNAGE ON THE WALL NEXT TO THE DOOR TO THE ROOM OR AREA BEING IDENTIFIED. C. MOUNT SIGN AT 60 -INCHES FROM FINISHED FLOOR TO CENTERLINE OF SIGN, AND 2 -INCHES FROM THE DOOR FRAME. a 4 3.02 SCHEDULE r EXTERIOR SIGNAGE SCHEDULE DOOR c°Yaa� �o�m a"�iQ� o NUMBER SIZE TYPE COPY 100 8 X 8 ADA MEN'S RESTROOM 200 8 X 8 ADA WOMEN'S RESTROOM 300 1.5X8 ADA MECHANICAL ROOM END OF SECTION SECTION 10520: FIRE EXTINGUISHERS REMARKS MEN, ISA WOMEN, ISA 5 PART1-GENERAL 1.01 DESCRIPTION: A. WORK INCLUDES FIRE EXTINGUISHERS AND CABINETS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. 1.02 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S CUT SHEETS SHOWING MANUFACTURER'S DATA, CONSTRUCTION DETAILS, FITTINGS AND ACCESSORIES AS APPLICABLE. PART 2 - PRODUCTS 2.02 WALL MOUNT BRACKET: LARSEN, B-2 OR EQUAL. 2.03 FIRE EXTINGUISHERS: EQUIP EACH CABINET AND WALL BRACKET WITH 10 LB. ABC TYPE, LARSEN OR EQUAL. PART 3 - EXECUTION 3.01 INSTALLATION A. MOUNT CABINETS RECESSED, IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, AT A HEIGHT OF 5'-2" AFF TO THE TOP OF THE CABINET, SO THAT THE FIRE EXTINGUISHER DOES NOT EXCEED A HEIGHT OF 5'-0" AFF. B. RECESSED APPLICATIONS IN FIRE -RATED PARTITIONS SHALL INSTALLED WITH A 5 -SIDED BOX, AS DETAILED ON THE DRAWINGS. END OF SECTION 4 5 G 0 11"U 0 10 A R C H I T E O T U R E ARCHITECTURE I INTERIOR DESIGN 713 W. MONTROSE STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (677) 680-7183 www.powellstudloarch.com AA# 26002236 cO COPYRIGHT 2019 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. OWNER: OWNER / PROJECT: Y Q a 0 Q r' `j N M Z J W V- Q 00 z U) U) W PROFESSIONAL SEAL: r v OFFC c°Yaa� �o�m a"�iQ� o a " as Rj JEFFREYpO,,, • m N E • AR94675 ••%0 C •. V N CC N '�O N FD ARG Z N a O o c a�ro�°o Robert Jeffrey Powell, AIAa2 as Florida Licensed Architect 9 = N °`ao°_8 #AR94675 PROJECT NO: PSA2019-16 REVISIONS: 1 MARK I DATE I DESCRIPTION IN ISSUE DATE: APRIL 1, 2019 AS1,2 SPECIFICATIONS