Loading...
HomeMy WebLinkAboutExhibit A - Architectural S&S Binder-5-11-22F WILLIA CITY Op Ls -� The sleight of Living Dana Robin Goldman Mayor CITY COMMISSIONERS Jeniffer Viscarra Vice Mayor - South Central Area Alex Lama Commissioner - Central Area L- gtan Mnrric City Manager Mauricio Betancur City Clerk 100% CONSTRUCTION DOCUMENTS FOR: M "BILL" L RESTROO ONE BEACH M REN 19101 COLLINS AVENUE Johana Rabinovich Commissioner - Northern Area Fabiola Stuyvesant Commissioner - Southern Area OVATIO ACCESS SUNNY ISLES BEACH, FLORIDA 33160 PROJECT NUMBER: 20 MAY 10, 2022 4 PROJECT AERIAL - VICINITY - 07 -01 PROJECT TEAM: r:1;IM1114 111 RODRIGUEZ ARCHITECTS, INC. 2121 PRde LEON AI CORALONCE GABLEES, FLORIDA 3D3134E. 1010 --_a pw SSM CONSULTING ENGINEERS MECH./ELECT./PLUMB: SDM CONSULTING ENGINEERS 135 ALMERIA AVENUE CORAL GABLES, FLORIDA 33134 �j7 STRUCTURAL: DDA ENGINEERS, PA DDA 4930 SW. 74 COUT E N G I N E E R S, P. A. MIAMI, FLORIDA 33155 RODRIGUEZ ARCHITECTS NCORPORATED 2121 PONCE DE LEON BLVD. STE.1010 CORAL GABLES, FL. 33134 TEL: (305) 448-3373 FAX: (305) 448-3374 A R --- 10099 O z 0 Q 0 z LU J U Q U- 0 cn LU 0 rvoO O C- Q J J i i 0 M M 0 w 0 LLJ Q Q w � m z N J W 0 J V C:) z z 6ENEIRAL NOTES: SYMBOL LEGEND: INDEX OF DRAWINGS: 1. IN THE EVENT THAT DISCREPANCIES OR AMBIGUITIES AND/OR OMISSIONS FROM THE SPECIFICATIONS OR DRAWINGS ARE FOUND, OR SHOULD THERE BE DOUBT A5 TO THEIR MEANING, THE ARCHITECT SHALL BE NOTIFIED IN ORDER TO PROVIDE A WRITTEN GLARIFIGATION.o' 2. ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. A 3.0 INDICATE5 EX15T. DATUM POINT L-swNUMBER INDICATES NEW DATUM POINT INDICATES NORTH ARRON DL`iGIPUNELM DING. # DMAPT A ` q N o * o COVER �� • • 3. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY BARRIERS, LIGHTING, COVERINGS, FIRE PREVENTION AND OTHER A-0.1 INDEX OF DRAININ65, 5COPE OF WORK, LEGENDS, CODE5, ADA REVIEA, GENERAL NOTE5 • • EQUIPMENT TO PROTECT THE SAFETY OF ALL PERSONS AND THE PROPERTY THROUGHOUT THE ENTIRE PERIOD OF THE CONSTRUCTION CONTRACT, AND A5 REQUIRED BY CONRACTOR, PROJECT SPECIFICATIONS, FBG AND OSHA. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER TRADES AND THEIR WORK TO ENSURE COMPLIANCE WITH THE DRAWING5 AND SPECIFICATIONS. O INDICATES NEN DOOR MARK A AA XO INDICATES NEN NINOONMARK - CIVIL ENGINEERING NOT APPLICABLE 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE COMMENCING ANY PORTION OF THE WORK AND SHALL NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY IF THERE ARE ANY DISCREPANCIES AND/OR DEVIATIONS FROM THE DRAWINGS OR AS REQUIRED IN ORDR TO ACCOMODATE EXISTING CONDITIONS. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF SITE INDICATES AREA OF ENLARGED PLAN - INDICATES NEW LOUVER MARK i DETAIL AND SHEET LOCATION XX INDICATES PARTITION TYPE MARK J LANDSCAPE AGHITEGTURE CONDITIONS. COLUMN SYMBOL AND camRLME5 NOT APPLICABLE 6. THE CONTRACTOR SHALL VERIFY 5IZES AND LOCATIONS OF ALL OPENING5 FOR MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT WITH 5UB-CONTRACTOR5, A5 WELL A5 5HOP DRAWING5 A5 APPROVED BY ARCHITECT, BEFORE PROCEEDING WITH THE WORK. PROPERTY LINE -i. ALL ITEMS USED IN CONSTRUCTION, BUT NOT SPECIFICALLY MENTIONED HEREIN, SHALL CONFORM TO ALL LOCAL CODES AND STATE ORDINANCES AS TO APPLICATION AND USE. INDICATES REV15ION CLOUD, n MARK AND NUMBER FLOOR PLAN SYMB01.5: � X AGHITECTURE A-2.00 EXISTING CONDITIONS /DEMOLITION /STAGING PLAN AND ELFI(A110N5 • • 8. PROVIDE DIELECTRIC INSULATION BETWEEN ALL DISSIMILAR METALS q. M.E.P. SUB-CONTRACTOR(S) ARE RESPONSIBLE FOR REVIEWING ALL DRAWINGS RANGS INCLUDING ARCHITECTURAL EQUIPMENT/AGGE55ORY FLOOR PLANS AND SCHEDULES BEFORE 5UBMITTING FINAL BID. GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL EQUIPMENT AND M.E.P. REQUIREMENTS REQUESTED ONTHE DRAWWI DRAWINGS TO BE INSTALLED. M.E.P. SUB -CONTRACTORS BID SHALL BE BASED ON ALL DRANG5. 10. GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE TOTAL SCOPE OF THE WORK INCLUDING COORDINATION OF ALL TRADES. IT 15 THE INDICATE5 NEN 5" MA50NRY WALL, REFER BREW, LINE INDICATES EXTERIORANTERIORELEVATION TO FLOOR PLANS A5.0 - OR- �p MARK AND DIRECTION '� INOIGATE5NEN INTERIOR 5TUOPARTITION, `+' INDICATES EX15T. VERTICAL ELEVATION MARK REFER TO FLOOR PLAN5 EL. +X'-XDESIGNATION A-2.01 RENOVATION FLOOR PLANS, REFLECTED CEILING PLAN, ROOF PLAN AND PROPOSED EXTERIOR ELEVATIONS • • A-4.00 BUILDING AND YVALJ. SECTIONS • A-500 PROPOSED INTERIOR ELEVATIONS • A400 DOOR 5CHEDULE, FIN15H SCHEDULE, DOOR DETAIL5 • RESPONSIBILITY OF THE CONTRACTOR THAT ALL M.E.P. SUB-CONTRAGTORS REVIEW ALL DRAWING5 BEFORE BIDDING THE WORK IN -LIEU OF ONLY REVIEWING THE DRWING5 OF THEIR RESPECTIVE TRADE. T INOICATE5 NEW INTERIOR 5TUD PARTITION 2nd' FLOOR INDICATES NEN VERTICAL ELEVATION MARK A6.0 INDICATES BUILDING SECTION TAG W 50UND ATTENUATION BLANKET5, 11. SINGE THE WORK TO BE DONE INVOLVES EXISTING SITE CONDITIONS, GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT, IN WRITING, EL. + X' -X SHEET NUMBER REFS TO FLOOR PLAN5 OF ANY AND ALL CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND GONTRAGT DOCUMENTS. DW 12. ALL SECTIONS AN/OR DETAILS NOTED A5 "TYPICAL" ON PLANS MAY NOT BE NOTED AT EACH APPLICABLE CONDITION, HOWEVER, THEY MAY BE USED MORE THAN ONCE. GRADE EL + X -X" INDICATES EXIST. SPOT E.EVAl10N MARK SECTION DESIGNATION INDICATE5 POURED CONCRETE COLUMN, REFER TO FLOOR PLAN5 AND 5TRUCTURAL EL. + X-X"INOIGATE5 MALL 5EGTION TAG ONG5. INDICATES NDN SPOT ELEVATION MARK �•0 13. THESE DRAWI1465 ARE SCHEMATIC SHOWING RELATIVE LOCATIONS AND CONNECTIONS AND SHALL NOT BE SCALED AT ANY TIME. SHEET NUMBER INDICATE5 EX15T. MA50NRY HALL TO BE � - - - - - REMOVED, REFER TO DEMO PLANS 14. CONTRACTOR MUST FOLLOW PROJECT SPECS. FOR ALL MATERIALS B INSTALLATION ON THI5 PROJECT UNLE55 OTHERN15E NOTED IN THESE DRAWINGS. IN THE ABSENCE OF A WRITTEN SPECIFICATIONS MANUAL THE INFORMATION CONTAINED WITHIN THESE DRAWINGS SHALL BE CONSIDERED THOSE SPECFIGATIONS. jy INDICATE ROOM NAME (TYP. FLR.) / INDICATES DETAIL MARK /)0( INDICATE ROOM NUMBER (TYP. FLR.) \ AND SHEET LOCATION INDICATE5 EX15T. INTERIOR STUD PARTITION , - - - - - TO BE REMOVED, REFER TO DEMO PLANS 15. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE SAFETY AND SECURITY OF ALL AREAS AFFECTED BY CONSTRUCTION, THIS RESPONSIBILITY EXTENDS FROM THE BEGINNING OF CONSTRUCTION (BUILDING PERMIT) THROUGH TO COMPLETION OF CONSTRUCTION (FINAL PAYMENT TO CONTRACTOR), 4 HOURS A DAY -7 DAYS A WEEK. 16. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE COMPLETE SET OF CONSTRUCTION DOCUMENTS. DIVISION OF DISCIPLINES 15 INTENDED FOR THE DESIGNER'5 BENEFIT WHILE PREPARING THE PLANS AND NOT FOR EITHER PRIGING OR WORK PERFORMANCE. CONTRACTOR 15 RESPONSIBLE FOR PRVIDING SERVICES REQUIRED TO OPERATE ALL TEMPORARY EQUIPMENT. IF 6AP5 EXIST, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR REQUESTING THE INFORMATION DURING THE PRICING PHASE. AT THEIR OWN EXPENSE AND FOR THE PROTECTION OF THIS CONCEPT, THE ARCHITECT RECOMMEND THAT THE GENERAL CONTRACTOR MAKE COMPLETE SETS AVAILABLE TO SUB-GONTRACTORS FOR PRICING/BIDDING PURPOSES. 1-I. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN CONTRACT. 5UB-CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED, AND MAINTAINMAXIMUM HEADROOM AND SPACE CONDITIONS AT AREAS WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, THE ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH FABRICATION AND INSTALLATION. IF DIRECTED BY THE ARCHITECT, THE SUB-GONTRAGTOR SHALL, WITHOUT EXTRAGHARGE, MAKE REASONABLE MODIFICATIONS IN LAYOUT A5 NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK WHERE VARIENCE5 OCCUR BETWEEN DRAWIN65 AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT ITSELF, THE ITEM OR ARRANGEMNT OF BETTER QUALITY, GREATER QUANTITY OR HIGHER COST SHALL BE INCLUDED IN PRICE. THE ARCHITECT SHALL DECIDE ON ITEM AND MANNER IN WHIGH THE WORK SHALL BE INSTALLED. i . , G 15. THE CONTRACTOR SHALL PROVIDE ANY LIFE SAFETY ITEMS THAT SHALL BE REQUIRED BY APPLICABLE CODES AS A RESULT OF THE RENOVATION AT NO ADDITIONAL COST TO THE OWNER. 1G. CONTRACTOR SHALL MAINTAIN ALL LIFE SAFETY SYSTEMS AND PATH OF EGRESS TRAVEL THROUGHOUT THE DURATION OF PROJECT CONSTRUCTION. IF PATH OF EGRE55 I5 REDUCED OR BLOCKED AT ANY TIME, CONTRACTOR SHALL SUBMIT FOR APPROVAL TO A/E AN ALTERNATE SOLUTION PRIOR TO IPLEMENTATION. r 20. IF FIRE ALARM SYSTEM 15 OFFLINE MORE THAN 4 HRS. WHEN FACILITY 15 IN USE, CONTRACTOR SHALL PROVIDE FIRE WATCH. 21. CONTRACTOR SHALL NOTIFY THE OYNNER'5 REPRESENTATIVE AND A/E OF ANY EXI5TING ALARM SUPERVISION, OR TROUBLE CONDITION IN THE FIRE ALARM PANEL PRIOR TO COMMENCING WORK ON THE FIRE ALARM SYSTEM. ALARM PANEL SHALL BE CLEARED OF ALL TROUBLES PRIOR TO COMMENCINGWORK. MZJMT )IMANITY MAP ELECTRICAL ENGINEERING ABBR&LAMONS LEGEND: E-1.00 ELECTRICAL PLANS, GENERAL NOTE5, LEGENDS, 1.I6HTIN6 5GHEDULE • THE FOLLOWING 15 A L15T OF ABBREVIATIONS THAT MAY APPEAR WITHIN THI5 5ET OF GON5TRUCTION DRANING5: R PROPERTY LINE CL CENTER LINE +/ PLUS OR MINUS 8 AND ACT AEOU5TIGAL CEILING TILE ADAAG ADA AGCE55IBILITY 6UIDELINE5 ADH ADHESIVE ADJ ADJU5TIBLE ADMIN. ADMINISTRATION ADA AMERIGAN5 WITH DISABILME5 ACT AFF ABOVE FINISHED FLOOR ALT ALTERNATE, ALTERNATIVE ALUM ALUMINUM ANOD. ANODIZED APPROX. APPROXIMATELY ARCH ('L) ARCHITECT, (ARCHITECTURAL) A5 IND. A5 INDICATED BITUM BITUMINOUS BLDG BUILDING BRZ BRONZE FBG FLORIDA BUILDING CODE F.F.E. FIN15H FLOOR ELEVATION FO FLOOR DRAIN FE FIRE EXTINGUI5HER FEG FIRE EXTINGUISHER CABINET FHG FIRE HOSE CABINET FIN FINISH FLR. FLOOR (INC) GA GAUGE GALV GALVANIZED GBOX &UTTERBOX GG GENERAL CONTRACTOR GWB GYPSUM NALLBOARD HG HANDICAPPED HON HARDNARE HOW HARDWOODSECT HUN. MTL. HOLLOW METAL HORIZ. HORIZONTAL HVAC HEAT'GNENTILATION/AIR CONO. P LAM PLA5TIE LAMINATE PNL PANEL PWD PLYWOOD QT QUARRY TILE RD ROOF DRAIN RE RAIL EXTEN51ON REF REFRIGERATOR REINF REINFORCEMENT READ REQUIRED RM ROOM RO ROUGH OPENING R.O.W. RIGHT OF NAY SGHED SCHEDULE SECT 5EGTION 5F 5QUARE FOOT 5HT SHEET 5HNR 5HONER 51M 51MILAR T ; , � rti '+ r•� � _ � .' f r t nt� �� i Z ..•, Q e ' 4 I O' . �' - ;a3� MZJMTSMIFIC ENLAR6ED MAP PLUMBING ENGINEERING P-0.00 PLUMBING GENERAL NOTES, LEGEND, SCHEDULES AND DETAILS • P-1.00 PLUMBING DEMO PLAN AND NEW PLANS • STRUCTURAL ENGINEERING 5-2.01 RE5TROOM FACILITY FOUNDATION AND GROUND FLOOR ROOF PLANS • 5-3.01 STRUCTURAL GENERAL NOTES, SCHEDULES AND DETAILS • 5-3.02 5TRUGTURAL GENERAL NOTES, SCHEDULES AND DETAILS• 5-4,01 RESTROOM PAUCITY SECTIONS • GAB CABINET GG CORNER GUARD GJ CONTROL JOINT IN INGHE5 IN5UL INSULATION INT INTERIOR 5FE65 5PEGIFICATION5 5PBK 5PLA5HBLOCK 55 STAINLESS STEEL 5TG SOUND TRAN5MI5510N GOEFFIGEINT APLIverkw&E Com: Of FKALITY /SCOPE OF WORK:CP CONTROL POINT JB JUNCTION BOX 5TO 5TANDARD ELG CEILING GLR CLEAR JT JOINT 5TOR STORAGE 5TL STEEL 1. FLORIDA BUILDING CODE, 7th. EDITION (2020) (INGLUDING ALL ACLE55ORY AND TRADE CODES). THE 5ITE 15 AN EXI5TIN6 CITY OF SUNNY I5LE5 BEACH ACCESS PUBLIC RESTROOM FACILITY. THE SCOPE OF WORK FOR THI5 PROJECT INCLUDES: GMU CONCRETE MASONRY UNIT COL COLUMN GONG CONCRETE LAM LAMINATED LAV LAVATORY LF LINEAR FEET 5TRUGT 5TRUGTURAL 5U5P 5U5PENDED 2. FLORIDA FIRE PREVENTION CODE, 7th. EDITION (2020) 3. THE AMERICANS WITH DISABILITIES ACT 2010 • PARTIAL DEMOLITION OF EXISTING STRUCTURE. • RENOVATION OF EXI5TIN6 SINGLE U5ER RESTROOM FACILITIES, INCLUDING ADA ACCESSIBILITY, FIXTURE REPLACEMENT (RESET IN CURRENT L.00ATIONS), NEIN INTERIOR FINISHES CANT GONTINUOU5 T$G TONGUE S GROOVE AND TOILET ROOM ACCESSORIES. GPT CARPET MA5 MA50NRY TEL TELEPHONE 4. FLORIDA BUILDING CODE - ACCESSIBILITY -7th, EDITION (2020) GT CERAMIC TILE MAIL MATERIAL THK 7HIGKNE55 • EXTERIOR / INTERIOR STRUCTURAL REPAIRS TO BRING STRUCTURE UP TO 2020 FLORIDA BUILDING CODE, NEN ROOF TRUSSES, NEN ROOFING AND VENTILATION. MEGH MECHANICAL TYP TYPICAL DEMO DEMOLI5H, DEMOLITION DET DETAIL OF DRINKING FOUNTAIN DIA DIAMETER MO MA50NRY OPENING MNTD MOUNTED MTL METAL UG UNDERCUT UL UNDERWRITER'S LABORATORY UR URINAL • A550GIATED MECHANICAL, ELECTRICAL AND PLUMBING 5Y5TEM5 NECE55ARY FOR SCOPE ABOVE DIM DIMEN51ON ON DONN 05+56 DOWN SPOUT d 5PLA5HBLOGK DTL DETAIL DWG DRANING N/A NON - APPLICABLE NIG NOT IN CONTRACT NOM NOMINAL NT5 NOT TO SCALE VET VINYL COMPOSITION TILE VERT VERTICAL VE5T VE5TIBULE VIF VERIFY IN FIELD STATEMENT Of COMPLIANCE: EA EACH OA OVERALL OG ON CENTER VNG VINYL HALL COVERING TO THE BEST OF OUR KNOB EDGE, THESE PRAIVIN65 ARE COMPLETE AND COMPLY WITH THE FLORIDA BUILDING CODE, 7th. EDITION (2020) AND FLORIDA FIRE PREVENTION CODE, 7TH. EDITION (2020). EL ELEVATION OD OUT5IDE DIAMETER WG NATER CL05ET ELEG ELECTRIC (AL) ELEV ELEVATOR EQ EQUAL OPNG OPENING OPP OPP0517E ND WOOD NGT WEIGHT ACGE55IBILITY STATEMENT: THESE CON5TRXTION DOCUMENTS ARE COMPLIANT WITH THE REOL11REdENT5 OF THE ADA, AND FLORIDA BUILDING GORE - ACCESSIBILITY, WHERE APPLICABLE. EQUIP EQUIPMENT RN31DRIGUEZ ARCHITECTS INCORPORATED 2121 PONCE DE LEON BLVD, STE.1010 CORAL GABLES, FL. 33134 TEL: (305) 448-3373 FAX: (305) 448-3374 A R -- 10099 J J REVIBION5: GHEGKED BY: 100% ISSUE DATE: MAR 04/29/2022 DRAWN BY: PROJECT NO. DM5 2124 SHEET. A-0.1 OF 5HEET5 EXTERIOR ELE1/ATION5 DEMOLITION KEYNOTE5: MAR 04/29/2022 DEMOLITION / 5TAGING PLAN KEYNOTE5: DRAWN BY: PROJECT NO. 01 INDICATES EXIST. CONCRETE ROOF TILES, EXISTING ROOF 5HEATHIl EXISTING WOODEXIST EXIST. 8" MASONRY WALL. WITH 5T0000 FINISH TO REMAIN. PREP WALL5 FOR NEW PAINT 10 TRUy5E5 AND EXIST. 5OFFIT5 TO BE REMOVED IN THEIR ENTIRETY. 01 EXIST. 8" MASONRY WALL WITH 5T000O FINISH TO REMAIN WALL MOUNTED 5TAJNLE55 STEEL DRINKING FOUNTAIN TO BE REMOVED AND 12 REMOVE EXIST. 42" LONG 5TAINLE55 STEEL GRAB BAR. PATCH FA575M ® PITH NErl HOLES IN WALL 01A EXIST. 8" MASONRY NW1 WITH 5T0000 FINISH TO BE REMOVED, REFER TO STRUGT. DWGS. 11 OPEN TO BEYOND 02 EXIST. 4" MA50NRY WALL WITH 5TU000 FINI5H TO REMAIN REMOVE EXIyTING HOLLOW METAL DOOR AND FRAME, PREP OPENING FOR NEW [:§:]DOOR 21 REMOVE EXIST. 36" LONG STAINLESS STEEL GRAB BAR. PATCH FASTENER 02 EXIST. FREESTANDING EXTERIOR SHOVER TO REMAIN AND BE TEMPORARILY 5HUT-OFF 12 EXIST. CONCRETE TIE BEAM TO BE REMOVED IN ITS ENTIRETY, REFER TO DURING CONSTRUCTION 03 EXIST. FLOOR DRAIN TO REMAIN, REPLACE A5 REQUIRED HOLES IN WALL STRUCTURAL DWGS 04 EXIST. F IGONSTRUGITION ROWER TO REMAIN AND BE TEMPORARILY REMOVE EXIST. WATER CLOSET, TEMPORARILY GAP SANITARY. INSTALL NEW WATER 14 CLOSET A5 PER RENOV. PLAN AT SAME LOCATION 22 �OJEGTN�`� �` TO BE PROTECTED DURING THE COURSE OF THE ® EXIST. CONCRETE SLAB ON GRADE TO REMAIN, PROTECT DURNG CONSTRUCTION 13 INDICATES LINE OF EXIST. FINI5H FLOOR ELEVATION TO REMAIN UT-0FF D�IIRI�NG REMOVE EXIST. b" x b"TILE FINISH 05 EXIST. CONCRETE SLAB ON GRADE TO REMAIN, PROTECT DUWNG CONSTRUCTION REMOVE EAST. AALL MOUNTED AND SANITARY. INSTALL NEW WALL HUNG WATORY A5 PER RENOVATIONLAN AY AND FAUCET, TEMPORARILY CAP T 15DE 23 EXIST. METAL BENCH TO REMAIN, PROTECT DURING CONSTRUCTION 04 EXIST. P.T. WOOD POSTS AND RAILINGS TO BE REMOVED 14 INDICATES LINE OF APPROXIMATE FINI5HED GRA SAME LOCATION Ob EXIST. P.T. WOOD POSTS AND RAILINGS TO BE REMOVED AND REPLACED. 24 EXIST. LANDSCAPING TO BE REMOVED (SEE GRAPE, FIGUS, GLUSIA). AREA TO 05 EXIST. CONCRETE PAVER WALKWAY TO REMAIN, PROTECT FINI5H DURING CONSTRUCTION 15 INDICATES AREA OF EXIST. STUCCO DELAMINATION. CONTRACTOR TO REMOVE ALL O I.005E 5T0000 THROUGHOUT PAVER wAL.KWAY TO REMAIN, PROTECT FINISH DURING REMOVE EXIST. URINAL, TEMPORARILY GAP SANITARY. INSTALL NEN URINAL A5 PER ib BE REPLANTED AFTER CONSTRUCTION. 01 AI5N5�¶� RENOVATION PIAN AT SAME LOCATION Ob INDICATES EXIST. FIXED METAL LOUVERS AND FRAMES TO BE REMOVED AT ALL FOUR WALLS SET TEMPORARY FENCE CLOSE TO EXIST. LANDSCAPING WITHOUT DAMAGE 25 SE 08 INDICATES EXIST. EXTERIOR TRASH RECEPTACLE TO REMAIN REMOVE EXIST. BABY CHANGING STATION AND REPLACE WITH NEW AS PER RENOVATION 11 EXIST, TREES AND VECLOS ON ® INDICATES EAST. TIERU55 My TO REMOVED IN ITS ENTIRETY INCLUDING ALL MY PLAN. PATCH ALL FASTENER HOLES IN WALL F. D EXIST. 5 ® INDICATES EXIST. EXTERIOR BOLLARD LIGHT Inn TO REMAIN 26 8'-0" HIGH CHAIN LINK FENCE WITH MESH 5GREENING TEMPORARILY INSTALLED REMOVE EXIST. WALL. MOUNTED 50AP DISPENSER AND REPLACE WITH NEW A5 PER 18 A5 INDICATED (::OS:)INDICATES EAST. WOOD 51JB-FASGA AND FABCA BOARDS TO BE REMOVED AT ENTIRE 10 REMOVE ¶EE FINI5H AT ALL EXISTING FLOORS, PREP NEW \RENOVATION PLAN. PATCH ALL FASTENER HOLES IN WALLROOF PERIMETER FOR FINISH' 21 8'-0"I'VE GRAIN LINK GATE WITH MESH SCREENING, PROVIDE 24 HOUR EXIST. AND DRAIN TO REMAIN. REMOVE EXIST, TILE FINISH AND PREP 19 REMOVE EXIST. WALL MOUNTED PAPER TOWEL DISPENSER AND REPLACE WITH 5ECURITY (KEYED PAD LOCK BY CONTRACTOR) 09 INDICATES EXIST. GALV. METAL DRIP FLASHING TO BE REMOVED AROUND ENTIRE ROOF PERIMETER 11 ES FOR N�► NEN A5 PER RENOVATION PLAN. PATCH ALL FASTENER HOLES IN WALL 28 COVE ALL EXISTING CEILING AND WALL MOUNTED LIGHT FMRE5, WALL 5WTCHE5 AND RECEPTACLES TO ALLOW FOR NEN PER RENOVATION PIANS 10 INDICATES EXIST. CONCRETE ROOF TILESSTING , EXIROOF 5HEATHIl EXI5TING WOOD TRUSSES AND EXIST. SOFFITS TO BE REMOVED IN THEIR ENTIRETY. REMOVE ALL EX ST% FLOOR AND WALL TILE FINISHES FROM ALL ROOMS, PRE' 29]If \ \ SURFACES FOR NEN TILE FINISH 01 :•:�''-';�.:�;.�ti 10 '::::• '' . ..% x—x—x—x—x�x—x—x—x—x— x -% •.•.•.•.•.•.; •.•.•.•.•.•.;.,;.,;.,;•.•.•.•.•.•,.,•,.,•,...•.•.•.•.•.•.•,; •.•.•.;.,;.,; ,•.•.•.•.•.•.; ,; ,; ,;•.•.•.•.•.; ,; ,; ,;•.•.•.•.•.•. ,;, ,; ,;•.•.•.•.•.•. ,; ,; ,;•.•.•.•.•.•.•,; ,; ,; .•.•.•.•.•.•,; ,; ,; .•.•.•.•.•.•,;� ':` c : ,; ,; ,; ,;,; ,;•.•.•.•.•.•. ,; ,;....•.•.•.•.•.•,; ,; ,; .•.•.•.•.•.•,; ,; ,; '':', '`',',, : - TOP OF BEAM4 ¢ �; ';�+:;:+ r;•;:r -+,•.r -t•-.i ,.,,ti�+;:+',rte;•.�,-, y:';:;';+�;�r'ti�+;'" `'.,' #,• `,",' -+• 4• +-';:;;tip;,:f',r+;:7:;:+ r:; -ti ti+, .�•`ti:>`' r'`':+,'r:;�i ++,+"+�;:ti'r+,*h-,'r, �"', TOP OF BEAM ($) n E.. +/- ir-s 1''I',''':'':'':'';'';'';'':'':'':'';'';'';'':'':'':'';'';'';'':'':'':'';' '';''':':':'';'';'';'':'':'':'';.'';'..'..'':'':'';'';'';'1':.'1':.'.':.'.';'';.'';.'.'1 1'•':'':'';'';'';�'�':�'':'':'';�'';'';'':'':'':'';'';'';'':'�':�'�':"-'''',''•"•'.'•'.'•'.'•'....::.•'.''•'.'•'.''.'''.'''.'''.'•'.'•'.'•',''',''','''.'•'.'•'.'•','•','•',''.'•'.'•� EL. +/-1r-s �j i'. __ _ " 'a ,' ate, ; 11 01 ::1 �*:- -t, "' * �';$�,'''4.1* a�!'�' �"�'�'l -'� __ ::[� :::::::::::: ; k L" .;,'•.;::I:.:: I,::.:....; :,. - :.x ' .''.� I''.'.;.; ;?.,,,,;;,r, '•: _ •.•� : ;:'� 'Y: ;{PPPµ'', 4 I w F- TOP OF BEAM _ _ _ _ _ _ _ _ _ _';,�, �TNT.�'�� '.'..I�'.i�4�''1'�V'� :T �'���'�'ilH�.�.T' 1�4�,1'!' '`, �F'.'�T..T.. + ' ' EL. / 13 5" '?''?: i';: I......... II �� _;,; ,,; �T�' '.1'4'��� �'� Mu X1''1 ���.P.N. `r��.T.T� f............ 1 TOP OF BEAM + - EL. / 13-5 A 2/G z I .:.:.:.:.:,:.:.:.:.:.:.:.:.:.:.:. , , , 09 oq I >`•I I•;•,.,;i?;i?;i?;i.,,`i,,,`i,,,`i,ri?;i?;i?;i,,,•;•;,•'';••;•;••;•;••;•:,';,;,';,,':':,':':,':':,':':{r;,'r;,'r:,':''':':'':'':`,';;',';;',';;':':;':':;':':;':':;'',,,,,!j,,;^;f^!;i;•;,,;''?;';;;C':{:':{:':{:';,',';,',';,',':,':':{i:{??; ),, �'„ tl .......................... ;,..`';,;';;, `'' `'' `''`'.I....',,;'',,; tl •' f.. tl 1. 01 a2 . . . .. • oa ( ) + _ 11 - .' . 02 7-1 0 Z 4 '- :. 01 4 - --____-====r � of Z I + I Ob + - I- II .. '. 13 . ' -------- . I� 05 \+ . -] - - -- ---� II EXIST. FIN. FLR.TT 14 --------nl I I EXIST. FIN. FM 04 I I + I 01 EL. 0'-0" EL. O'-0" I I II \ u X \ (G) EXIST. MT ELEVATION — VEMOLITION(p)MT. SOUTH ELEVATM —DEMOLITION L L L L L L L L L L L L L L // LLLLLLL /i LLLLLLL LLLLLLL / r/O 13 LLLLL L ����� � �-\ EX15T. LADIES ROOM 29 15 11 ,4 18 _ �� 01 24 26 19 i `I I I x I---1; 0 I\ 10 O1 r I I �®® A -2/B A-2.00 --r-= _ — — x 03 / r//i O 13 �02 21 11 I EXIST. JAN. 03 ° 01 //// �11x \ ® 02 T A-2.00 x rn / L� -J I X EXIS .MEN'S ROOM // - L L L L k -,-rte' %,1%,"'1''.�?.�''..�.�.-4-1 '�}�.',�..'�),�:',�'?�',, x,...:�,;Z,�';�',�';�',ta;,x',,-;''�','.�','�;�;�'; r 19 11 _L LLL /f/ // ms,,µ . 1%il -Is 09 Pl '.},,•1. �, w. TOP OF BEAM ....- "='r, �*,�I.'i�� +' ' + r -". rw +-. v� . �+:*: # �+-. {�I-µ.TQ;/'---;-F;41.-�r+o-': •.-.'-+.�'�.;�4!•'n�•.'. .�',Y�'N;•4;i�'. •4�;„ L:'al:.l' '�Vr4'i�'K'i�',r4'4r'.:+r'•i�, .. ,+. .. ,. ,r�L•�'i�+r,'ir';rY' ';moi,+ i, " L•ir''' "::.�•' G F.TOP OF BEAM .,F .... �;'�r4;'i!�;'�4��'ri.;', ti��4;•;r4+'i.%�'�4!'�'Y,-4;-4+,''r; •4; 4!-�. ��;-V,'�y.,'i;�i.�-/4-:i�'/;ll,", ;;�Y�. :�''r�,"W: ! �+- •�''i�' '- :.= -`� , '� '+-4'*"iii ".' . "-'r�=!'�r''�.'�'''''�.��,', - , , ,"' • ($) :a.' ;'ri4."... +.'.',i�i•i�'i�l'i�'.r4'ir;r41'�r�+. �►'�yr{,�r'lµ.. ..i. — .r4.;M'�4, EL. 17-5.. r'it;`Y'i�';Iri;i'.,•�.'W'+'r�4'4r" EL Oq +/- •.•.•,;,;•,1.•,..•,..•,.,;.,;.,;..•,..•,..•,.,;.,;.,;..•,..•,..•.•,;•,;•,;•.•.•.•.•.•.•,;•,;•,; OT;,;;,;;,.•;,.•.>f,,;,;; ;;,;,,,•;,.•.,;;,;;,;;,;;,.•.,.•.,.•;,;;,.•;,;.,.•.,.•;,.•;,;;,.,;,;;,.•;,.•;,.•;,;; +/-11'-5" — 7 k 1').. �''.' ''.'1 .'I : J w m F TOP OF BEAM lti-1 �'•:� �+�:'�. :'•�� 'I: F I + :�.+ N7 TOP OF BEAM W 1.,�+� �+�:'•: � � i ���+�'� �+ � � '�.• I � 26 .s, u% :., . ; .�, .:�+� A."'„,',,,',••,••,•.,,,;";";•.,•,, ,, ,, ,, ,, ,, ,, •, ,, ,, ,, ., •, .. „ „ „ ......., „ „ ,......, „ ,, ,, •, •, EL. / 13-5' r i� ..... .. :' ,.,,. �* „ „ „ ...... „ „ „ ...... „ „ ., 1, •, •, „ „ „ ......., „ ,.... EL. / 13-5" �, 'u5 k . . "'�'«r`�'Fti'•%r��;'ti''ti+:; ti';'"',�','t.','�.`�'Fti'':r.'�;'�ti'•%h.:-."..' . f,','+:'�'�«�'' t''''.'''i' >G p .ti t';I II,`11 �'•'' «''tii�'tti'•,''.;'»i';i'v;'»i':'»;'ti'''r�%�'ti`'rti�',:,��',i:,�',:,.:'y'�'�'•';�,;;`%;�;_•,.'�'fti�',�,��;.'ti�',�;.;•;y:�'�'.'.•; y'�',; i'v; �;_,'��'fti�; �;i�'"'•� „,,. F•:' , 1 >G NI I (• r k r''.•'.•:',:,:,:,':.::::•.:::•.:':•:,•:,:,•:,:,•:,:;•:•::•:•::•:.•:,:,•:,:,•:,:;•:•::•:•.'.•:•::•:,:;•:,:,•:,:;•:•::•:•::•:•::•:,:,'':,':,:;''::':•::';•:::.:.:.:::.::.'r r',:•:,...'.:' ff.. ,... ,.•..•..•.. ,. ,. ,.•..•..•.,,,,....II ................... r .f.; ;,; ,;; ,,,,,, ,;,; ,;,; ,;,; „ r''.:::•:::•':,:,:•:,::':•:::•:::•::•:•:;•:•::•:,:•':,::•:•::''::•:•:;•:,::':,.••:,:;•:•::•:•::•;•:•,:,::':,::•:,:,:•:::•::::,:,:::,.':,:,':•::•:•::•:•::•:,;:•:,;;',.,.,:::.'•:::•:::,:::,:;•:,:;'.'.:•:::•:::,::':,:;:,:,';•::•:•:::•:::•:,:;':•:;':,:::•.r ;,;,I •;. R•..•.. ,... ,.•..•..•., .. ,.,.•..•..ff....,II,,.,..,..,..,,,,,.,,,,..,..,..,,.,,,,,,K.,..,..,„,,,,,,,..,..,..,.,,,.,,,,,.,. ;, ,, A -2/A k r r :..i , ::... A 2.00 k N. j ;,;,N '.. ..'.r :';':';,;:';,;:';';:';';:';';:';,?:';';:';,;;';';' ''.''.,?'. ,?'.•.'.'.•.'.'.•.'.'..,?'. ?'.?.'. ;'.'.•;'.'.•;'.'..,;, .• • .• •;,,;,;;,'.;;,;;,;,;;, %.;..;.� ;,,:I:,,:';,!:?,,;':,,:':,,:':,,:;,,;,;,,;';.... KEEP THIS WALKWAY PEN AT ALL TI S 0 MES ®®®® ” y " .L .L .4 u 4 4 �� `` 7 +/ FOR BEACH ACCESS DURING CONSTRUCTION I • . . 1. .. . , � I I / 02 /+ + a � ID = 1. 4 .1 04 01 ` I - •I . . • ' . . : • I a = � Q Z 09 /+/ + DEMOLITION PLAN LEGEND: 4 _ _ _ _ _ _ _ _ _ _ _ _ _ '. - ti - _ _ _ _ _ _ _ _ - - ' • ' r= x—x—x —x—x INDICATES EXIST. 8' MASONRY VyALI TO REMAIN se . . I - � I --1--=--l-Li p3 _ I 0 I �� TTTTTT� INDICATES EXIST. 4 MA60NRY WALL TO REMAIN . ---ice ..7 . `n-------- x 1 I------- • f _ I I EXIST. FIN. FLR. . I I 1 1 _: EXIST. FIN. FIR. INDICATES EXIST. 8" MASONRY WALL TO BE REMOVED . � I -1:�wp %11 -0 EL. O'-0" 1. EL. 0'-0” x / I \ I ------ A5 SHOWN, INCLUDING FINISHES - - - - 14 / \ -- 1 k -j r/ r/ 13 / /r / INDICATES EXIST. DOOR AND FRAME TO BE REMOVED rr F (�)EXIST. EAST EL. NnON — DEMOLITION 8 EXIST. NORTH M"Ao ION — DEMOLITION _1 ;_� J_; -i -I J —I J —I —L INDICATES EXIST. TILE FLOOR FNI5H TO BE REMOVED _IJ—IJ—I-i I -IJ-IJ-I-i I E*TN(7 =W* / DEMOLITION -w CK" ELEVATIONS 1/4" - -N� 2.3 EXISTING =W* /DEMOLITION / STW21% PLAN 1/41 -'�� 2.1 a R RUC)PDRIGUEZ ARCHITECTS NCORPORWED 2121 PONCE DE LEON BLVD. STE.1010 CORAL GABLES, FL. 33134 TEL: (305) 448-3373 FAX: (305) 448-3374 A R --- 1 0 0 9 9 O z O Q O z Lu ce H— = U L¢ (D ce H— V) W 0 Lu cn 0- 0 0 0- V) Ln W U U Q U W m I W ,_J WIN Q 0 EE 0 " U Q III m (J-) W J S. )- >-- z z cn " O r I O .10M M Q F2 Lu =) LL. W = Q Q Lu cn m J Lf)J Lu OJ cn U >- o z z o-) _ <PC H a, j `L— . — s r un p; �E ~ Y �n S REV1510NB: CHECKED BY: 100% 155UE DATE: MAR 04/29/2022 DRAWN BY: PROJECT NO. DM5 2154 SHEET. A-2.00 OF 5HEET5 RU.".)DRIGUEZ ARCHITECTS 2121 PONCE DE LEON BLVD. STE.1010 CORAL GABLES, FL. 33134 TEL: (305) 448-3373 FAX: (305) 448-3374 A R --- 1 0099 ii >J WIR h I REVI510N5: CHECKED BY: 100% 155UE DATE: MAR 04/29/2022 DRAWN BY: PROJECT NO. DM5 2154 EXTERIOR ELEVATION5 RENOVATION KMOTE5: RENOVATION PLAN KEYNOTES: 01 EXIST. 8" MASONRY WALL WITH STUCCO FINISH TO BE REMOVED. PREP WALL5 FOR NEW STUCCO. 11 OPEN TO BEYOND 01 EXIST. 8" MASONRY WALL ATH 5TUGC0 FINISH TO REMAIN A3 A-1 A-4.00 A-4.00 02 EXIST. FREESTANDING EXTERIOR SHOW TO REMAIN AND BE TEMPORARILY 5HUT-0FF 12 NOT USED O 02 EXIST. 4" MASONRY WALL WITH STUCCO FIN15H TO REMAIN DURING CONSTRUCTION 03 EXIST. FLOOR DRAIN TO REMAIN, REPLACE A5 REQUIRED 10 03 0 EXIST. CONCRETE SLAB ON GRADE TO REMAIN, PROTECT DINING CONSTRUCTION REMOVE EXIST. 6'x b' TILE FINISH, REFER TO THIS SHEET FOR NDN EPDXY FINISH 13 INDICATES LINE OF EXIST. FIN15H FLOOR ELEVATION TO REMAIN O EXIST. FREESTANDING EXTERIOR SHOWER TO REMAIN AND BE TEMPORARILY ® ROOF HI6H POINT09 ® USED 14 INDICATES LINE OF APPROXIMATE FINISHED GRADE 5HUT-0FF DURING CONSTRUCTION EL + 14'-1" 12 05 NEW CONCRETE PAVERS OVER COMPACTED BASE TO MATCH EXISTING. OS 4 05 EXIST. CONCRETE PAVER WALKWAY TO REMAIN, PROTECT FINISH DURING CONSTRUCTION 15 NEW STUCCO FORMED HORIZONTAL SIDING, 51/2" WIDE EACH, PAINTED NEW MASONRY PRIVACY WALL WITH 3/4" SMOOTH TEXTURE 5TIK.CO FINISH, Ob TOP AT + 18" A.F.F. P-2 06 INDICATE5 NEW FIXED PRECAST CONCRETE LOUVERS, ATLANTIC COAST FRECA5T 4'x 16" x 16", SUBMIT SHOP DRAWINGS FOR APPROVAL 16 SMOOTH 5TUC60 (5/8" MIN.) OVER MA60NRY LOW WALL, PAINTED TOP OF WALL AT + 18" A.F.F. ® EXIST. CONCRETE PAVER WALKWAY TO REMAIN, PROTECT FINISH DURING TOP OF BEAM r7[. CANS UG ON ob _ EL. + 10'-4" _ ® INDICATES NEW CONCRETE TIE BEAM, REFER TO 57RUCTURAL DIGS. 08 INDICATES EXIST. EXTERIOR TRASH RECEPTACLE TO REMAIN 06 _CK) ® ®®-•- . OS INDICATES NEW WOOD FASCIA, PREP FOR NEW PfJNT 09 INDICATES EXIST. EXTERIOR BOLLARD LIGHT FIXTURE TO REMAIN D � - - - J ® FLASHING AROUND ENTIRE ROOF PERIM INDICATES 6ALV. METAL DRIP ETER 10 PREP EAST. GONG. SLAB FOR NEW FLOOR FINISH -' - - - - - - - - - -'- - _ _ _ •_ _ _ - - - - _ _ _ _ - : _ - _ _ _ _ _ 15 FAINTED TOMATCH ROOF COLOR 11 EXIST..IANITOR 51NK AND DRAIN TO REMAIN. NEW TILE FIN15H INDICATES NEW METAL ROOF OVER NEW 5/8" COX PLYWOOD SHEATHING ON PRE- 11 10 FABRICATED WOOD TRU55E5 AT 24" O.G. - SUBMIT SHOP DRAhUNG5 FOR 7RU55E5 NOA FOR ROOFING NEW WALT_ MOUNTED 5TAINLE55 STEEL DRINKING FOUNTAIN, ELKAY EZH2O WITH 12 BOTTLE FILLING STATION, BI -LEVEL, NON -FILTERED, REFRIGERATED, STAINLE55 � AND METAL R, STEEL, MODEL NO. VRCTLRBWSK OR APPROVED EQUAL 19 NEW STEEL DOOR IN HOLLOW METAL FRAME, REFER TO DOOR 5CHEDULE, IMPACT ib RATED, SUBMIT NOA AND SHOP ORAWIN65 FOR REVIEW AND APPROVAL PROVIDE ACCE551BLE WATER CLOSET, FLOOR MOUNTED, WITH SEAT AT 1770 O ' • i P-3 - • i. it P3 .. i . 19' A.F.F. 0 TOP OF SEAT). REFER TO FIXTURE SCHEDULE BELOW EXIST. FIN. FLR. - PROVIDE ADA COMPLIANT WALL MOUNTED LAVATORY, TOP AT 34" A.F.F. E.. 0'-0' _ MAX. WITH MAX. 21" CLEAR FROM IN. FLR. TO APRON. PROVIDE 8" MIN. 15 KNEE CLEARANCE AT 21" HGT. AND THERMAL INSULATION AT ALL PIPING. 4'-8" PROVIDE AUTOMATIC 5EN50R FAUCET, REFER TO FIXTURE 56HEDULE BELOW G �'M A-n� � WEST E1.�V�4TION 16 40�ID� MAX 48" IR TO FIXTURE SCHEDULE BE_OWRROR INSTALLED ATH LOriE5T RFLEGTIVE SURFACE AT "A2 11 NEW BABY CHANGING STATION, KOALA KARE MODEL KB300-05, BOTTOM AT A-4.00 � 21" ABOVE FIN15H FLOOR (ADA COMPLIANT) 18 PROVIDE WALL MOUNTED 50AP 015PEN5ER, INSTALL WITH HIGHEST OPERATING CONTROL OR SPOUT AT 44" A.F.F. MAX., REFER TO FIXTURE SCHEDULE BEAN 51 DEG. ` ' PROVIDE SURFACE MOUNTED PAPER TOWEL/TRASH 0I51`55ER. INSTALL WITH 19 HIGHEST SLOT OF TOWEL 015PENBER AT 44" A.F.F. MAX., REFER TO FIXTURE - 56HEDULE BELOW. ROOF H16HPOINT 10 EL. + 14'-1" ' o PROVIDE 11/2" DIA. x 42" LONG STAINLESS STEEL GRAB BAR WITH TOP \ MOUNTED AT 3b" A.F.F. MAX. INSTALL AT 11/2" FROM FADE OF WALL GRAB BARS ® 12 Oq SHALL NOT ROTATE IN THEIR FITTINGS. REFER TO FIXTURE SCHEDULE BELOW. 4 ` 12 \` PROVIDE BACKING AT GRAB BAR LOCATIONS OS P-2 PROVIDE 11/2" DIA. x 36" LONG 5TAINLE55 STEEL GRAB BAR WITH TOP TOP OF BEAM ,' 21 MOUNTED AT 36" A.F.F. MAX. INSTALL AT 11/2" FROM FACE OF WALL GRAB BARS OL - SHALL NOT ROTATE IN THEIR FITTINGS. REFER TO FIXTURE 5CHDULE BELOW. EL. + 10'4' PROVIDE BACKING AT GRAB BAR LOCATIONS 06 EXIST. LANDSCAPE AREA TO BE PROTECTED DURING THE C4UR5E OF THE PROJECT 01 ------ .--- - - - - ---- , -- - -- A 2.01 23 EXIST. METAL BENCH TO REMAIN, PROTECT DURING CONSTRUCTION Oq 09 24 NEW 50D/LANDSCAPE AREA PROVIDED BY CITY. 02 11 P-2 r+ PROVIDE WALL MOUNTED TOILET PAPER DISPENSER INSTALLED WITH CENTER AT T TO T IN FRONT OF WG BOWL AND WITH LOWEST PART AT 15" A.F.F. MIN, MAINTAIN 11/2" MIN. CLEARANCE BETWEEN TOP OF D15PEN5ER AND BOTTOM 16 i 01 B 2 OF GRAB BAR. REFER TO FIXTURE SCHEDULE BELON. .. 13 i li • • li i A-4.00 26 NEW 8" MAX. DIA. WOOD POLE NTH TOWEL HOOKS AT 36" A.F.F. AND 48" A.F.F. O CCCECD)EXIST. (2 TOTAL). FIN. FLR. 21 NEW MA50NRY PRIVACY WALL WITH 3/4" SMOOTH TEXTURE 5T0000 FINISH, 0 EL. 0'-0" 001. i L Ob TOP AT + 54" A.F.F. FIXTURE 4 ACCESSORY SGHEUULE: - - - - - - - - - - - - J 26 WATER GLORAD KOHL ADA COMPLIANT, NELCAMME ULTRA, MODEL K-96053-0,WHITE, SENSOR NORTH �A-no MT A-nO os p4 FLU5H VALVE#K-10956-5V-GP POL05HED CHROME, PROFLO #PFT5COFE2000WH SEAT, WHITE LAVATORIES: KOHLER "CHESAPEAKE" WALL MOUNTED 51N6LE HOVE BATHROOM SINK, MODE. K-1122 WHITE. PROVIDE SLOAN 5OL15 "EAF-215-15M" ELECTRONIC HAND NA5HIN6 M F.X*MVR AWNS N 1/4 B-� 30X42 - - 56x60 FAUCET GRAB BARS: At -2.01 100 13 EXIST. IES ROOM i i � 20 01 10 16 15 11 04 BOBRIGK MODEL 5-6806.99 5ERIE5,11/2" DIAMETER, STAINLESS STEEL WITH PEENED FLANGE, SATIN FIN15H WITH PEENED GRIPPING SURFACE: ROOF VENTILATION CALCULATION; +/ 18 1" �"2 6 2/E 1q 1 ® 36' LONG: MODEL 8 6806 X 36 42" LONG: MODEL B-6806 X 42 NEN STANDING SEAM STEEL PANEL ROOF OVER 5/6" COX PLYWOOD OVER PRE- ROOF AREA 516 5F. 5OFFIT VENTING REQUIRED (1/150 OF ROOF AREA): 3.64 5F. (EQST J Ar�,00 ' A 1 MIRROR: FAB. WOOD TRUSSES AT 24" O.G. - SUBMIT SOFFIT VENTING PROVIDED: 6.60 5F. - - 01 `,`1, A-4.00 BOBRICK MODEL B-165,2436 WITH 1/2" 5TAINLE55 STEEL FRAME, NO.1 QUALITY 1/4" SHOP DIGS. FOR REVIEN TRUSS MANUFACTURER SHALL PROVIDE SIGNED/SEALED SHOP L - JI B -2/A 01 A-201 ;1:,1� EX15T. CORRIDOR FLOAT 6LA55 SCREW LOCK DESIGN TYR CONT. GALV, METAL DRIP EDGE DWG5. TO ARCHITECT AND ENGINEER PRIOR TO FABRICATION. 02 03 21 ElA-2'01 PAPER TOWEL/TRASH DISPENSER: AROUND ENTIRE ROOF PERIMETER PRE -FABRICATED HOOD TRU55E5 SHALL BE SPACED AT 24" O.G. AND SHALL BE SUBMITTED UNDER A SEPARATE PERMIT. MAX. SLOPE 2% IN ANY DIRECTION T 101 13 O � EXIST. JAN. BOBRIGK CONTURA SERIES, SURFACE MOUNTED, PAPER TONEL DISPENSER AND WASTER REGEPTAGLE, MODE. 8-43699, 5TAINLE55 STEEL _ o A_3 F 10 02 21 A 4.00 TOILET PAPER DISP59R: 4 PT -2 BOBRIGK GLA551C, SERIES, ADA COMPLIANT DUAL ROLL DISPENSER, 5TAINLE55 �7 � OG 03 STEEL, MODE. B-2888 BARRIER FREE DESIGN AND INSTALLATION --- - ---� -- - ---- - --- 22 10 EK 24 LIQUID 50AP DISPENSD�: r _ - -_ I I I - STUCCO, PAINTED PT -1 EXIST. LADIES ROOM O � � i � ` BOBRK.K GONTURA SERIES, ADA COMPLIANT, SURFACE MOUNTED, HIGH IMPACT I I EL. 10'-4' WALLS ABOVE TILE i � AB5 MODEL 5-4112 ISoo I ISI I I I STUCCO `PAINTED EL. + 10'-4' ►� FT 1 WT 2 PT -2 NR 1 Wi 3 1 CEILING � 13 16 14 1 i 9 18 1 15 10 102 13 11 O EX15T. MENS ROOM� � 1 4 i - - SANITARY NAPKIN DISPENSER: GONTURASERIES,SURFACE MOON 5TAINLE55 STEEL MODEL 8-210 BOBRIGK TED L 1 B O I 0 15 3,�, 3 16 -1 O ' x 30 42 x60 COAT HOOK: I 1ST. XIE5 LAD E5 ROOM : EXIST. CORRIDOR BOBRIGK CLASSIC SERIES SINGLE GOAT HOOK DOOR MOUNTED 5TAINLE55 5 M 816111 STEEL, ODE. 104' - - - STUCCO PAINTED I I I I I r EL. + 10'-4" WALLS COLING 11,,: � PAINT COATING AN TI 5GH U , D LE ED LE• _ I 1z I I I 1z I ;i;; EXIST. RIDOR - 2 - ,�, ! ® o I,t� SHERWIN NULLIAMS LOXON MASONRY ACRYLIC CRATING FLAT 1004 O ;: FT 1 p 0' TTP. ; •, o+ ;11' 5NOMUUND, 3 COATS INTERIOR STUCCO SURFAG I I O l I eIu RW SHE IN ALLIAMS SUPER PAINT EXTERIOR ACRYLIC LATEX SATIN 9166 DRIFT OF MIST, 3 GOATS I I - - - F I I I I - - - - - - - - - - I I I EX EN 1ST. MENS ROOM STUCCO PAIN TED - EXTE E5 (EXTERIOR STUCCO SURFAG I III I II + 104' EL. + 10'-4" 3'-4" � SHDZWIN NULLIAMS 5UPD2 PAINT EXTERIOR AGRYLIG LATEX, SATIN, 1541 o, GRECIAN IVORY, 3 COATS (EXTERIOR STUCCO 5URFAGE5) I I - - EX15T. MENS ROOM WALLS ABOVE TILE I I � O © FT 1 WT 5 9 5HERAN ALLIAM5 DIRECT -TO -METAL ALKYD ENAMEL, 9166 DRIFT OF M15T P-4 (METAL DOORS, FRAMES AND LOUVERS) I I / CEILING 12 10 I I I I � - - - - - OF ROOM 4 Wi 4 Wi 6 11 23 SHERWIN WILLIAMS SUPER PAINT EXTERIOR ACRYLIC LATEX, SATIN, 6881 O I I ROM NO NO NAV 3 GOATS (EXTERIOR STUCCO SURFAG (EXTE ) EL E5 , - - - -- -- -- ---- - FT 1 EPDXYTIOR COATING, COLOR GRAY, SUBMIT � E1T SAMPLES TO ARCHITECTD ELECCTION 4 PT -2 PT 2 09 FT 2 AMERICAN GLEAN QUARRY TILE REGULAR, FAWN GRAY 0006, ABRA5NE, 6" x 6', BASE: 5" x 6" 03565 FANN GRAY QO6 50LID NT 1 M05A GLOBAL COLLECTION, ITEM 16690, 6" x 12" TYP. 4" x 20" SCREENED SOFFIT VENT (0.55 5F. EA.) (12 TOTAL): Wf 2 M05A GLOBAL COLLECTION, ITEM 16160, b" x 12" 6.60 5F. TOTAL / 1 rAe* � Are Wi 3 MMA GLOBAL COLLECTION, ITEM 15130, b" x 12" 6-0" 18'-1" 3'-0" NR 4 M05A GLOBAL COLLECTION, ITEM 16620, 6" X 12" WT 5 M05A GLOBAL GOLLEGTION, ITEM 16610,6" x 12" Wf b MMA GLOBAL COLLECTION, ITEM 16660, b" x 12" 04MM6 1 7 OVERHANG -� RfWVAT0 RffW� �� RDWATO F=R PLAN B_1 At -1 Pa0P0 D W FLm N 1/4 N 1/4 N 1/4 FMATM FLXR FLM NO'1�D N 1/4 A_2.0, OILING PLAN x_2.01 DIME45M W/ FINUES A_2 01 �_� 01 1 PREGA5T CONCRETE PAVERS TO MATCH EXI5TIN6, SUBMIT SAMPLES FOR REVIEW. RU.".)DRIGUEZ ARCHITECTS 2121 PONCE DE LEON BLVD. STE.1010 CORAL GABLES, FL. 33134 TEL: (305) 448-3373 FAX: (305) 448-3374 A R --- 1 0099 ii >J WIR h I REVI510N5: CHECKED BY: 100% 155UE DATE: MAR 04/29/2022 DRAWN BY: PROJECT NO. DM5 2154 5HEET. A-2.01 OF 5HEET5 RODRIGUEZ ARCHITECTS NCORPORATED 2121 PONCE DE LEON BLVD. STE.1010 CORAL GABLES, FL. 33134 TEL (305) 448-3373 FAX: (305) 448-3374 A R--- 1 0 0 9 9 W z 0J J REI/1510N5: GHEGK ED BY: 100% 15WE DATE: MAR 04/29/2022 DRAWN BY: F'ROJEGT NO. DM5 2154 G-5 G-4 G3 G-2 G-1 NOT usm NOT LEV NOT L NOT W NOr W ENGLERT 2000 NON-5TRUGTURAL 5TANDIN6 SEAM STEEL ROOF PANEL5,14' WIDE OVER UNDERLAYMENT AND 516COX PLYWOOD SHEATHING 1/2R EL + 1' b" PREFABRICATED WOOD TRUSSES AT 24" O.G. SUBMIT SHOP DRAWIN65 FOR REVIEW CANT. CONC. GAP, REFER TO 5TRUCT. , .: 12 TYP. HURRICANE STRAP AT EACH TRU55 MOS. '"'q ....'.' .;.: ': 5/8" (MIN.) STUCCO, SMOOTH FIN. PREP FOR PAINT 4 12GONG. A-1 PAVERS TO MATCH EXIST. } } TY'. 2 LAYERS OF 8" MA50NRY WALL WITH VERT. REINF. A5 PER 5TRUCT. DW65. CONT. 2 x 8 P.T. FASCIA, PAINTED OVER 1" MIN, SAND BED ENGLERT 2000 NON-5TRUGTURAL STANDING 4 — A-4.00 f ABX DRIP FLASHING PAINTED TO MATCH ROOF COLORSEAM CONT. GTEAOL.LP V+ STEEL ROOF PANEL5,14" WDE OVER 0-0 () UNDERLAYMENT AND 5/8" GDX PLYWOOD SHEATHING ' `r 'n a,',r•^;`,.'cl<:+'..','.',p,�nr - O.1M PREFABRICATED WOOD TRUSSES AT 24" O.G. i. ,;3 ,a7•,� i' ! , ip \//�\\//�\\//�/ \//�\/�\/� \�\\777\/7/ - - ---- - 0METAL I SUBMIT SHOP DRINGS FOR REVIEW ,rj\r }.w .., i;£,'.5';�:,d%�'Cti'r:. ,.:'a;a1.j;'�.;^•%'r�.`:'�: r n . o + ' : �� �\�\�\\ ��\�� \\\/ •..../�\\ \ \\\< I TYP. 4" X 16" SCREENED SOFFIT VENT, REFER TO ROOF PLAN, 5HT. A-2.01 , .. ,... o. \/i /�\ j/j/j : ' .:\\\� / EXIST UNDISTURBED EARTH �. 1/2" 5T000O, 5M00 FINISH, PANTED ` Js 1-0„ CONT. CONC. FOOTING, REFER TO OVER ARE LATH AN 1/2” DEN56LA55 �. ' e:', : ,: --------- TOP OF BEAM - - STRUCTURAL DGS. CANT. GONG BEAM, FER TO 5TRUCT. ;,� •,.:i.-�.�.:.' ,;..,; .k • �'• � • r EL. 104 P1,65. I Ali•; r1JN;: �,�y! ,'Ny, rn I __. TYP. PRECAST CON BY ATLANTIC COAST x ib", PAINTED VENT BLOCK PRECAST, 4" x 16" TYP. 4" X 16" SCREENED SOFFIT VENT, REFER TO ROOF PLAN, 514T. A-2.01 TYP. PRECAST CONCRETE VENT BLOCK BACKER ROD WITH T. NON -5A6, SINGLE STUCCO OVER ARE LATH AND 1/2" DEN5GLA55 AT SOFFIT AST PRECAST, 4" x 16" COMPONENT ANE SEALANT, ANE 1 B 16' PLANTIC AINTEDEQUAL BY T DYNOMIG 100 BY (BOTH SIDES, GO OR APPROVED TOP d BM.) i,, ',V;;:. � bio: I r.• �;:'—�1. I f;' 4�''. CONT. G. 5 NEW STUCCO OVER CANT. CONC. +' CONT. CONC. BEAM, REFER TO STRUCT. + `� a :; � . .• ; , ,: ' ?,�;. DONT. GONG. BEAM, REFER TO STRUGT. SCHEDULED %HLU - JOLLY TRIM, ' DW65. DWGS. 'k! ':k ANDD. ALUM. BEAM, REFER TO ELEVATIONS;> I L' �,:`:. PREP FOR NEW PAINT l I WH 1/2' 5T000O 5K COAT OVER BOTT• BEAM NEW CONC. BEAM, Ff EF FOR PAINT " EL. + 7-0' (ABOVE TILE) IN�LI.56GTION 3/4 PROVIDE NEW STUCCO TO MATCH A -q'.00 EXIST. TEXTURE, FLUSH WITH ADJACENT OPEN TO BEYOND s; I SURFACES SCHEDULED WALL TILE, REFER TO '•'r. FINISH PLAN #5 VERT. IN GROUT F LLED CELLS, REFER TO 5TRUG DWG5. <+ NEW STUCCO FINISH OVER EXIST. MA50NRY 1KALL, REFER TO EXT. SLOPE 1/4 I ELEVATIONS, PREP FOR NEW PAINT EXIST. 5TUCG0 SKIM GOAT OVER EXIST. " " a;; TOP OF BEAM ;`. 8" MASONRY HALL, PREP FOR NEW I I EL.+4'-6" PAINT ;r.1 � -- : •' EXIST. 8" MASONRY L TO REMAIN I CONT. 8" MIN. CONC. TII TO STRUCTURAL DWG5EFOR REIRF ER ., NEW 2 -PART, 100% 50LID EPDXY OVER ;: :::; - Y�_________---- ; EXIST. STUCCO OVER MA50NRYWALL STUCCO TO ROUGHENED TO EXIST. GONG. SLAB `' " '' y. WALL MNTD. REFRIGERATED DRINKING FOUNTAIN, REFER TO 5HT. A-2.01 � 1 BE ACCEPT NEW FINISH SCHEDULED WALL Tll E,REFER TO EXIST. UND15TURBED 50IL TO REMAIN ;' EXIST. FIN. FLR. - '----', FIN15H PLAN REMAIN I EL. 0'-0' (A55UMED) 1 \���\\��\��\O\O\\\\\�\\r`` \\i///jjjjjjjjj/\\ //\//\ //\//\//\` 7/ //\// �y/\\\\�//\�//\�/r`\ 5/8' 5T0000, SMOOTH TEXTURE FINISH, PAINTED, OVER 12" MASONRY, REFER TO STRUCTURAL DWGS. FOR REINF. EXIST. GONG. FOOTING AND FLOOR SLAB \\\j//\% / , \------ TO REMAIN/�� / GONG. PAVERS TO MATCH EXIST. OVER 1' MIN. SAND BED NEW 2 -PART, 100% E OL105 EPDXY ! } SLOPE FIN15HED GRADE AWAY FIN15H OVER EXIST. C ONC. SLAB APPROX. FIN. GRADE FROM WALL ` y `-' EXIST. FIN. FLR. EL. 0'-0' EL. O'-0' (ASSUMED) ��!''a:iS;ti�}��,^:^�q i:�'{'t'v' t``i; �'``1e'1ar .`�.':'y '•': ,.7,, ;�t'T.C; :•"tip,P,7�,,pp `;��tit:`zrj..��.:jC: _t•. 8" MIN. CRUSHED LIMESTONE '" ' :'„ =: ',::x.,+ .'..: ,'..: BASE, COMPACTED :'ti:',':.',r+,;.'.•,i-`s,'.?car:�;�;:'car';'•.`;'%z'�;";t'+':`•.!;:;y:: \�\�\�\/\/\ / -/�/� \//\//\// \//�/ /\/\/\/\ UNDISTURBED GROUND /\ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ // EXIST. UNDISTURBED EARTH T 5TRUCT. FOR CONC. EXIST. CONT. GONG. FOOTING UND15TURBED GROUND \\\�\�j/\ j `'t FREFER OOT N60 ... ' _ BUILDING SMT10N 1/2" nAlL5XTION 3/4" A-2 KALL S 3/4" o0 Ai 0o A A RODRIGUEZ ARCHITECTS NCORPORATED 2121 PONCE DE LEON BLVD. STE.1010 CORAL GABLES, FL. 33134 TEL (305) 448-3373 FAX: (305) 448-3374 A R--- 1 0 0 9 9 W z 0J J REI/1510N5: GHEGK ED BY: 100% 15WE DATE: MAR 04/29/2022 DRAWN BY: F'ROJEGT NO. DM5 2154 5HEET. A-4.00 OF 5HEET5 TOP OF BEAM EL. + 104' — EXIST. FIN. FLR. EL. 0'-0" 0 SOUTH WALL ELEVATION PAINT OVER 1/2' STUCCO ABOVE TILE OUDES RXM NORTH KALL mENS Room -NORTH KALL (Sim C� PAINT OVER 1/2" STUCCO ABOVE TILE OLADIES ROOM - BAST K6LL MENS ROOM -NEST KALL EPDXY PAINT OVER MA60NRY HALL JANITORS ROOM SO FAST V%LL PAINT OVER 1/2' STUCCO ABOVE TILE �25 �14 EPDXY PAINT OVER MA60NRY KALI. C40RRIVOR SOUTH MALL ELEV:A710N SHELVING TO BE DETERMINED BY OWNER PROVIDE H05E REEL MOUNTED TO 5" WALL EXIST. MOP SINK, NM TILE FIN. JANITORS ROOM - bO soff H nkL NIT 2 KT 5 WT 3 KT 6 OLADIES ROOM - SOUTH MALL MENS ROOM - SOUTH KALL (SIMO) EPDXY PAINT OVER MASONRY NULL EPDXY PAINT OVER MASONRY KALL JANITORS ROOM - JANITORS ROOM W:Srvwl. Ds rroRn+rw.L PAINT OVER 1/2" STUCCO ABOVE TILE LADIES ROOM v T.. -:ST. MALL - EAST KALL (SIM) MENS ROOM w UVA= 5110V'!k9 VINK @M9 INTMOR MATION5 are• INTERIOR ELEVATION KE` NM: I EXTERIOR ELEVATIONS RENOVATION KEYNOTES: 01 EXIST. 8' MASONRY WALL WITH 5TU000 FIN15H TO REMAIN 02 EXIST. 4" MASONRY WALL WITH 5TU= FIN15H TO REMAIN 03 EXIST. FLOOR DRAIN TO REMAIN, REPLACE A5 REQUIRED EXIST. FREESTANDING EXTERIOR SHOWER TO REMAIN AND BE TEMPORARILY 04 SHUT-OFF DURING CONSTRUCTION 05 NEW CONCRETE PAVERS OVER COMPACTED BASE TO MATCH EXIETIN6. NEW MASONRY PRIVACY WALL WITH 3/4" SMOOTH TEXTURE STUCCO FINISH, Ob TOP AT + 18" A.F.F. ® EXIST. CONCRETE PAVER WALKWAY TO REMAIN, PROTECT FIN15H DURIN6 CONSTRUCTION 08 INDICATES EX15T. EXTERIOR TRASH RECEPTACLE TO REMAIN 09 INDICATES EXIST. EXTERIOR BOLLARD L16HT FIXTURE TO REMAIN 10 PREP EXIST. CONC. SLAB FOR NEW FLOOR FIN15H 11 EAST..IANITOR SINK AND DRAIN TO REMAIN. NEW TILE FINISH NEW WALL MOUNTED STAINLESS STEEL DRINKING FOUNTAIN, ELKAY EZH20 WITH 12 BOTTLE FILLING STATION, BI -LEVEL, NON -FILTERED, REFRIGERATED, 5TAINLE55 STEEL, MODEL NO. VRCTLRftK OR APPROVED EQUAL 13 NEN STEEL DOOR IN HOLLOW METAL FRAME, REFER TO DOOR SCHEDULE, IMPACT RATED, SUBMIT NOA AND SHOP DRAWINGS FOR REVIEW AND APPROVAL Ei�i14 PROVIDE ACCESSIBLE WATER CLOSET, FLOOR MOUNTED, WITH SEAT AT 11" TO 19" A.F.F. (TO TOP OF SEAT). REFER TO FV7URE SCHEDULE BELOW PROVIDE ADA COMPLIANT WALL MOUNTED LAVATORY, TOP AT 34" A.F.F. MAX. WITH MAX. 21" CLEAR FROM FIN. FLR. TO APRON. PROVIDE 8" MIN. 15 KNEE CLEARANCE AT 21' HET. AND THERMAL INSULATION AT ALL PIPING. PROVIDE AUTOMATIC 55SOR FAUCET, REFER TO FIXTURE SCHEDULE BELOW 16 PROVIDE 2#'x 48' MIRROR INSTALLED WITH LOWEST RFLECTIVE SURFACE AT 40" A.F.F. MAX. REFER TO FIXTURE SCHEDULE BELOW 11 NEW BABY CHANGING STATION, KOALA KARE MODEL KB300-05, BOTTOM AT 30" ABOVE FN15H FLOOR (ADA COMPLIANT) E18:]PROVIDE WALL MOUNTED 50AP DISPENSER, INSTALL WITH HIGHEST OPERATING CONTROL OR SPOUT AT 44" A.F.F. MAX., REFER TO FIXTURE SCHEDULE BELOW PROVIDE SURFACE MOUNTED PAPER T01"IEL/IRASH D15M5ER. INSTALL IlTH 19 HIGHEST SLOT OF TOWS. DISPENSER AT 44" A.F.F. MAX., REFER TO FX(TURE SCHEDULE BELOW. PROVIDE 11/2" DIA. x 42" LONG STAINLESS STEEL GRAB BAR WITH TOP 20 MOUNTED AT 36" A.F.F. MAX. INSTALL AT 11/2" FROM FACE OF KALI. GRAB BARS SHALL NOT ROTATE IN THEIR FITTIN65. REFER TO FIXTURE SCHEDULE BELOW. PROVIDE BACKING AT GRAB BAR LOCATIONS PROVIDE 11/2" DIA. x 36" LONG STAINLESS STEEL GRAB BAR WITH TOP MOUNTED AT 36" A.F.F. MAX. INSTALL AT 11/2' FROM FACE OF WALL. GRAB BARS 21 SHALL NOT ROTATE IN THEIR F TTIN65. REFER TO FIXTURE SCHDULE BELOW. PROVIDE BACKING AT GRAB BAR LOCATIONS EXIST. LANDSCAPE AREA TO BE PROTECTED DURING THE COURSE OF THE PRO, TCT 23 EXIST. METAL BENCH TO REMAIN, PROTECT DURING CONSTRUCTION 24 NEK 50D/LAND50APE AREA PROVIDED BY CITY. PROVIDE WALL MOUNTED TOILET PAPER DISPENSER INSTALLED WITH CENTER 25 AT T TO 9" IN FRONT OF KC BOWL AND WITH LOWEST PART AT 15" A.F.F. MIN. MAINTAIN 11/2" MIN. CLEARANCE BETWEPN TOP OF DISPENSER AND BOTTOM OF GRAB BAR. REFER TO FIXTURE SCHEDULE BELOW. 26 NEW 6' MAX. DIA. WOOD POLE KITH TOWEL HOOKS AT 36" A.F.F. AND 48' A.F.F. (2 TOTAL). 21 NEW MA50NRY PRIVACY MALL KITH 3/4" SMOOTH TEXTURE STUCCO FINISH, TOP AT + 54" A.F.F. EXIST. 6" MASONRY WALT- WITH STUCCO FIN15H TO BE REMOVED. PREP WALLS 01 FOR NEW STUCCO 02 EXIST. FREESTANDIN6 EXTERIOR SHOWER TO REMAIN AND BE TEMPORARILY SHUT-OFF DURING CONSTRUCTION EXIST. CONCRETE SLAB ON GRADE TO REMAIN, PROTECT DURING CONSTRUCTION 03 REMOVE EXIST. 6'x 6" TILE FINISH, REFER TO THIS SHEET FOR NEh EPDXY FIN15H 04 SCHEDULED WALL MOUNTED LIGHT FMRE, REFER TO ELECTRICAL DWGS. 05 EXIST. CONCRETE PAVER WALKWAY TO REMAIN, PROTECT FIN15H DURIN6 CONSTRUCTION O6 INDICATES NEW FIXED PRECAST CONCRETE LOWERS, ATLANTIC COAST PRECAST 4" x 1b" x 16", SUBMIT SHOP ORAWIN65 FOR APPROVAL 01 INDICATES NEW CONCRETE TIE BEAM, REFER TO STRUCTURAL DWGS. OS INDICATES NEW WOOD FASCIA, PREP FOR NEW PAINT 09 INDICATES NEW 6ALV. METAL DRIP FLA5HIN6 AROUND ENTIRE ROOF PERIMETER, PAINTED TO MATCH ROOF COLOR INDICATES NEW METAL ROOF OVER NEW 5/8" COX PLYWOOD SHEATHING ON PRE - 10 FABRICATED WOOD TRUSSES AT 24" O.C. - SUBMIT SHOP DRAWINGS FOR TRUSSES AND NOA FOR METAL ROOFING 11 OPEN TO BEYOND 12 EXTERIOR RATED ROOM IDENTIFICATION 516N, ADA COMPLIANT (WITH BRAILLE), PROVIDED BY OWNER 13 INDICATES LINE OF EXIST. FINISH FLOOR ELEVATION TO REMAIN 14 INDICATES LINE OF APPROXIMATE FINISHED GRADE 15 NEW 5TU= FORMED HORIZONTAL 51DIN6, 51/2" WIDE EACH, PAINTED 16 SMOOTH STUCCO (5/8' MIN.) OVER MA60NRY LOW WALL, PAINTED TOP OF WALT. AT + 16" A.F.F. PAINT, COATING AND TILE SCHEDULE: P-1 SHEMIN ALLIAMS LOXON MASONRY ACRYLIC COATING, FLAT,1004 SNOWBOUND, 3 COATS (INTERIOR STUCCO SURFACES) SHERAN ALLIAMS SUPER PAINT EXTERIOR ACRYLIC LATEX, SATIN, 9166 P-2 DRIFT OF MIST, 3 COATS (EXTERIOR STUCCO SURFACES) SHERAN ALLIAMS SUPER PAINT EXTERIOR ACRYLIC LATEX, SATIN, -541 P-3 GRECIAN IVORY, 3 COATS (EXTERIOR 5TU000 SURFACES) P-4 SHERAN ALLIAMS DIRECT -TO -METAL ALKYD ENAMEL, 9166 DRIFT OF MIST (METAL DOORS, FRAMES AND LOUVERS) SHERAN ALLIAMS SUPER PAINT EXTERIOR ACRYLIC LATEX, SATIN, 6881 (P-5:)NAVEL, 3 COATS (EXTERIOR STUCCO SURFACES) EtI1 MIN. 2 -PART, 100% SOLID EPDXY FLOOR COATIN6, COLOR GRAY, SUBMIT SAMPLES TO ARCHITECT FOR SELECTION 2 AMERICAN OLEAN QUARRY TILE REGULAR, FAWN GRAY O006, ABRASIVE, b" x b', BASE: 5'x b"050 FAWN GRAY 00b 50LID WT 1 M05A GLOBAL COLLECTION, ITEM 16690, 6"x 12" WT 2 M05A GLOBAL COLLECTION, REM 16160, 6" x 12" WT 3 M05A GLOBAL COLLECTION, ITEM 15130, 6" x 12' WT 4 M05A GLOBAL COLLECTION, ITEM 16620, 6' x 12" WT 5 M05A GLOBAL COLLECTION, ITEM 16610, 6' x 12" WT 6 M05A GLOBAL COLLECTION, ITEM 16680, 6' x 12" DECK 1 PRECAST CONCRETE PAVERS TO MATCH EXI5TIN6, SUBMIT SAMPLES FOR REVIEN. RU-)DRIGUEZ ARCHITECTS MCORPORATED 2121 PONCE DE LEON BLVD. STE.1010 CORAL GABLES, FL. 33134 TEL (305) 448-3373 FAX: (305) 448-3374 A R --- 1 0099 0 z O 0 w J U 0 I— V) Lu M w cn C O Ce U Q w m W Z 0J J J r u O M M 0 Lu w w = Q Q Lu L m _Z J Cn J w OJ cn U >– O Z Z REV15ION5: CHECKED BY: MAR 100% 155UE DATE: 04/29/2022 DRAWN BY: DM5 a)3IT ;3IA3IT);3; M+( 11 LI �25 �14 EPDXY PAINT OVER MA60NRY KALI. C40RRIVOR SOUTH MALL ELEV:A710N SHELVING TO BE DETERMINED BY OWNER PROVIDE H05E REEL MOUNTED TO 5" WALL EXIST. MOP SINK, NM TILE FIN. JANITORS ROOM - bO soff H nkL NIT 2 KT 5 WT 3 KT 6 OLADIES ROOM - SOUTH MALL MENS ROOM - SOUTH KALL (SIMO) EPDXY PAINT OVER MASONRY NULL EPDXY PAINT OVER MASONRY KALL JANITORS ROOM - JANITORS ROOM W:Srvwl. Ds rroRn+rw.L PAINT OVER 1/2" STUCCO ABOVE TILE LADIES ROOM v T.. -:ST. MALL - EAST KALL (SIM) MENS ROOM w UVA= 5110V'!k9 VINK @M9 INTMOR MATION5 are• INTERIOR ELEVATION KE` NM: I EXTERIOR ELEVATIONS RENOVATION KEYNOTES: 01 EXIST. 8' MASONRY WALL WITH 5TU000 FIN15H TO REMAIN 02 EXIST. 4" MASONRY WALL WITH 5TU= FIN15H TO REMAIN 03 EXIST. FLOOR DRAIN TO REMAIN, REPLACE A5 REQUIRED EXIST. FREESTANDING EXTERIOR SHOWER TO REMAIN AND BE TEMPORARILY 04 SHUT-OFF DURING CONSTRUCTION 05 NEW CONCRETE PAVERS OVER COMPACTED BASE TO MATCH EXIETIN6. NEW MASONRY PRIVACY WALL WITH 3/4" SMOOTH TEXTURE STUCCO FINISH, Ob TOP AT + 18" A.F.F. ® EXIST. CONCRETE PAVER WALKWAY TO REMAIN, PROTECT FIN15H DURIN6 CONSTRUCTION 08 INDICATES EX15T. EXTERIOR TRASH RECEPTACLE TO REMAIN 09 INDICATES EXIST. EXTERIOR BOLLARD L16HT FIXTURE TO REMAIN 10 PREP EXIST. CONC. SLAB FOR NEW FLOOR FIN15H 11 EAST..IANITOR SINK AND DRAIN TO REMAIN. NEW TILE FINISH NEW WALL MOUNTED STAINLESS STEEL DRINKING FOUNTAIN, ELKAY EZH20 WITH 12 BOTTLE FILLING STATION, BI -LEVEL, NON -FILTERED, REFRIGERATED, 5TAINLE55 STEEL, MODEL NO. VRCTLRftK OR APPROVED EQUAL 13 NEN STEEL DOOR IN HOLLOW METAL FRAME, REFER TO DOOR SCHEDULE, IMPACT RATED, SUBMIT NOA AND SHOP DRAWINGS FOR REVIEW AND APPROVAL Ei�i14 PROVIDE ACCESSIBLE WATER CLOSET, FLOOR MOUNTED, WITH SEAT AT 11" TO 19" A.F.F. (TO TOP OF SEAT). REFER TO FV7URE SCHEDULE BELOW PROVIDE ADA COMPLIANT WALL MOUNTED LAVATORY, TOP AT 34" A.F.F. MAX. WITH MAX. 21" CLEAR FROM FIN. FLR. TO APRON. PROVIDE 8" MIN. 15 KNEE CLEARANCE AT 21' HET. AND THERMAL INSULATION AT ALL PIPING. PROVIDE AUTOMATIC 55SOR FAUCET, REFER TO FIXTURE SCHEDULE BELOW 16 PROVIDE 2#'x 48' MIRROR INSTALLED WITH LOWEST RFLECTIVE SURFACE AT 40" A.F.F. MAX. REFER TO FIXTURE SCHEDULE BELOW 11 NEW BABY CHANGING STATION, KOALA KARE MODEL KB300-05, BOTTOM AT 30" ABOVE FN15H FLOOR (ADA COMPLIANT) E18:]PROVIDE WALL MOUNTED 50AP DISPENSER, INSTALL WITH HIGHEST OPERATING CONTROL OR SPOUT AT 44" A.F.F. MAX., REFER TO FIXTURE SCHEDULE BELOW PROVIDE SURFACE MOUNTED PAPER T01"IEL/IRASH D15M5ER. INSTALL IlTH 19 HIGHEST SLOT OF TOWS. DISPENSER AT 44" A.F.F. MAX., REFER TO FX(TURE SCHEDULE BELOW. PROVIDE 11/2" DIA. x 42" LONG STAINLESS STEEL GRAB BAR WITH TOP 20 MOUNTED AT 36" A.F.F. MAX. INSTALL AT 11/2" FROM FACE OF KALI. GRAB BARS SHALL NOT ROTATE IN THEIR FITTIN65. REFER TO FIXTURE SCHEDULE BELOW. PROVIDE BACKING AT GRAB BAR LOCATIONS PROVIDE 11/2" DIA. x 36" LONG STAINLESS STEEL GRAB BAR WITH TOP MOUNTED AT 36" A.F.F. MAX. INSTALL AT 11/2' FROM FACE OF WALL. GRAB BARS 21 SHALL NOT ROTATE IN THEIR F TTIN65. REFER TO FIXTURE SCHDULE BELOW. PROVIDE BACKING AT GRAB BAR LOCATIONS EXIST. LANDSCAPE AREA TO BE PROTECTED DURING THE COURSE OF THE PRO, TCT 23 EXIST. METAL BENCH TO REMAIN, PROTECT DURING CONSTRUCTION 24 NEK 50D/LAND50APE AREA PROVIDED BY CITY. PROVIDE WALL MOUNTED TOILET PAPER DISPENSER INSTALLED WITH CENTER 25 AT T TO 9" IN FRONT OF KC BOWL AND WITH LOWEST PART AT 15" A.F.F. MIN. MAINTAIN 11/2" MIN. CLEARANCE BETWEPN TOP OF DISPENSER AND BOTTOM OF GRAB BAR. REFER TO FIXTURE SCHEDULE BELOW. 26 NEW 6' MAX. DIA. WOOD POLE KITH TOWEL HOOKS AT 36" A.F.F. AND 48' A.F.F. (2 TOTAL). 21 NEW MA50NRY PRIVACY MALL KITH 3/4" SMOOTH TEXTURE STUCCO FINISH, TOP AT + 54" A.F.F. EXIST. 6" MASONRY WALT- WITH STUCCO FIN15H TO BE REMOVED. PREP WALLS 01 FOR NEW STUCCO 02 EXIST. FREESTANDIN6 EXTERIOR SHOWER TO REMAIN AND BE TEMPORARILY SHUT-OFF DURING CONSTRUCTION EXIST. CONCRETE SLAB ON GRADE TO REMAIN, PROTECT DURING CONSTRUCTION 03 REMOVE EXIST. 6'x 6" TILE FINISH, REFER TO THIS SHEET FOR NEh EPDXY FIN15H 04 SCHEDULED WALL MOUNTED LIGHT FMRE, REFER TO ELECTRICAL DWGS. 05 EXIST. CONCRETE PAVER WALKWAY TO REMAIN, PROTECT FIN15H DURIN6 CONSTRUCTION O6 INDICATES NEW FIXED PRECAST CONCRETE LOWERS, ATLANTIC COAST PRECAST 4" x 1b" x 16", SUBMIT SHOP ORAWIN65 FOR APPROVAL 01 INDICATES NEW CONCRETE TIE BEAM, REFER TO STRUCTURAL DWGS. OS INDICATES NEW WOOD FASCIA, PREP FOR NEW PAINT 09 INDICATES NEW 6ALV. METAL DRIP FLA5HIN6 AROUND ENTIRE ROOF PERIMETER, PAINTED TO MATCH ROOF COLOR INDICATES NEW METAL ROOF OVER NEW 5/8" COX PLYWOOD SHEATHING ON PRE - 10 FABRICATED WOOD TRUSSES AT 24" O.C. - SUBMIT SHOP DRAWINGS FOR TRUSSES AND NOA FOR METAL ROOFING 11 OPEN TO BEYOND 12 EXTERIOR RATED ROOM IDENTIFICATION 516N, ADA COMPLIANT (WITH BRAILLE), PROVIDED BY OWNER 13 INDICATES LINE OF EXIST. FINISH FLOOR ELEVATION TO REMAIN 14 INDICATES LINE OF APPROXIMATE FINISHED GRADE 15 NEW 5TU= FORMED HORIZONTAL 51DIN6, 51/2" WIDE EACH, PAINTED 16 SMOOTH STUCCO (5/8' MIN.) OVER MA60NRY LOW WALL, PAINTED TOP OF WALT. AT + 16" A.F.F. PAINT, COATING AND TILE SCHEDULE: P-1 SHEMIN ALLIAMS LOXON MASONRY ACRYLIC COATING, FLAT,1004 SNOWBOUND, 3 COATS (INTERIOR STUCCO SURFACES) SHERAN ALLIAMS SUPER PAINT EXTERIOR ACRYLIC LATEX, SATIN, 9166 P-2 DRIFT OF MIST, 3 COATS (EXTERIOR STUCCO SURFACES) SHERAN ALLIAMS SUPER PAINT EXTERIOR ACRYLIC LATEX, SATIN, -541 P-3 GRECIAN IVORY, 3 COATS (EXTERIOR 5TU000 SURFACES) P-4 SHERAN ALLIAMS DIRECT -TO -METAL ALKYD ENAMEL, 9166 DRIFT OF MIST (METAL DOORS, FRAMES AND LOUVERS) SHERAN ALLIAMS SUPER PAINT EXTERIOR ACRYLIC LATEX, SATIN, 6881 (P-5:)NAVEL, 3 COATS (EXTERIOR STUCCO SURFACES) EtI1 MIN. 2 -PART, 100% SOLID EPDXY FLOOR COATIN6, COLOR GRAY, SUBMIT SAMPLES TO ARCHITECT FOR SELECTION 2 AMERICAN OLEAN QUARRY TILE REGULAR, FAWN GRAY O006, ABRASIVE, b" x b', BASE: 5'x b"050 FAWN GRAY 00b 50LID WT 1 M05A GLOBAL COLLECTION, ITEM 16690, 6"x 12" WT 2 M05A GLOBAL COLLECTION, REM 16160, 6" x 12" WT 3 M05A GLOBAL COLLECTION, ITEM 15130, 6" x 12' WT 4 M05A GLOBAL COLLECTION, ITEM 16620, 6' x 12" WT 5 M05A GLOBAL COLLECTION, ITEM 16610, 6' x 12" WT 6 M05A GLOBAL COLLECTION, ITEM 16680, 6' x 12" DECK 1 PRECAST CONCRETE PAVERS TO MATCH EXI5TIN6, SUBMIT SAMPLES FOR REVIEN. RU-)DRIGUEZ ARCHITECTS MCORPORATED 2121 PONCE DE LEON BLVD. STE.1010 CORAL GABLES, FL. 33134 TEL (305) 448-3373 FAX: (305) 448-3374 A R --- 1 0099 0 z O 0 w J U 0 I— V) Lu M w cn C O Ce U Q w m W Z 0J J J r u O M M 0 Lu w w = Q Q Lu L m _Z J Cn J w OJ cn U >– O Z Z REV15ION5: CHECKED BY: MAR 100% 155UE DATE: 04/29/2022 DRAWN BY: DM5 PROJECT NO. 2154 SHEET. A-5.00 OF SHEETS RODRIGUEZ ARCHITECTS NCORPORATED 2121 PONCE DE LEON BLVD. STE.1010 CORAL GABLES, FL. 33134 TEL: (305) 448-3373 FAX: (305) 448-3374 A R --- 1 0 0 9 9 O� 0 Z O Q O Lu C� J U LQL O 0 cn III Lu un 0 C W z 0 J J L REI/1510N5: CHECKED BY: 100% ISSUE DATE: MAR 04/2q/2022 DRAWN BY: PROJECT NO. DM5 2154 5HEET. A-1.00 OF SHEETS DOOR SCA41DULE: MARK R40M MIME DOOR mw 104N S WM ffiff WK MAIERMI. TIM 611x16 IRS LAA acm MA1>ERNL Ro iHgsw r' 100 EXIST. LADIES ROOM 3'-0" 1'-0" 13/4" ALUM. A IMPACT PAINT — — 57EEL PAINT — STEELCRAFT "14-5ERIE5" 51N6LE FLU5H OUT506 STEEL DOOR NOA 21-122805, EXPIRES FEB. 24, 2021 166A., FLUSH, GR5 GALV. .•,, SGHED STUCCO FIN, ' °d ° PAINTED 101 EXIST. JAN. ROOM 3'-0" 1'-0" 13/4" ALUM. A IMPACT PAINT — — STEEL. PAINT — STEELGRAFT "H-5ERIE5" 51N6LE FLUSH OUMING STEEL DOOR d a r'a`.•: .4 NOA 21-1228.05, EXPIRES FEB, 24, 2021 V, a .4 ', 'a;; 166A., FLUSH, On GALV. 102 EXIST. MENS ROOM 3'-0" 1'-0" 13/4" ALUM. A IMPACT PAINT — — STEEL PAINT STEELGRAFT "H SERIES" SINGLE FLUSH OUTSWING STEEL DOOR NOA 21-122805, EXPIRES FEB. 24, 2021 ° CONCRETE BEAM, REFER j °° ° oi.r.' 166A ,FLUSH, GRS GALV. t! <TO 5TRUGT. DW05. ANCHORS A5 PER PRODUCT CONTROL d d AGGEPTANGE NO. II II I NON -HARDENING SEALANT I AND G105ED CELL BALKER ROD. TREMGO DYNOMIG 100 65EM DOOR NOTES' DOOR STYLE TO BE 5MTED BY OWNER: HLA MTL. FRAME, PAINTED 1. CONTRACTOR SHALL COORDINATE AND VERIFY 101TH DOOR MANUFACTURER'S SHOP ORAWIN65 3. ALL EXTERIOR DOOR5 AND FRAME A55EMBLIE5 SHALL BE IMPACT RE515TANT. IMPACT RATED HLn MTI., FOR REQUIRED MA50NRY OPENING FOR PROPER IN5TALLA7ION BEFORE CONCRETE BLOCK WORK REFER TO SHOP ORMN65 FOR EXACT 5PEGIFILATION5. ALL EXISTING OPENINGS DOOR PER 5GHEDULE 15 5TARTED OR TIE COLUMN5 ARE POURED. G.G. TO VERFY WITH DOOR IN5TALLER. DOOR 51ZE5 (IF APPLICABLE) 5HALL BE FIELD VERIFIED PRIOR TO ORDERING DOOR ASSEMBLY. ON DRAIWN65 ARE NOMINAL DIMENSIONS. 2. INSTALLATION OF DOOR A55EMBLIE5 SHALL BE IN STRICT AGGORDANCE WITH THE 0E5I6NATED AND APPROVED METHOD INDICATED IN THE SHOP OR NCG AND THE N.O.A. SUBMITTAL5 A5 4. ALL LOCKS ON EXTERIOR DOOR5 5HALL BE CAPABLE OF RE515TIN6 A FORGE APPROVED PRODUCT CONTROL PER THE F.B.G. OF 300 Ib. APPLIED IN ANY MOVABLE DIRECTION IN ACCORDANCE WITH RESISTANCE 5TANDARD5 5ET FORTH IN THE F.B.G. NOTE DOOR AGGE550RIE5 AND HARDWARE 5HALL BE SHOWN HEREON AND A5 INDICATED ON THE PRODUCT N.OA, WHICH 5HALL GOVERN OVER THESE DOCUMETIT5 NOT NOT VS G3 MTAdL TYR HW -M A9.00 PAINT AND FINISH SCHEDULE: ROOM NINE fm BASE rAm me am cmm NORM WT 500M NEST FM File me W. EXIST. LADIES ROOM FT -1 NIT -1 WT -1 WT -1 WT -1 mr-1 5TU=/P-1 +/ 10-4" HALL TILE (13 ROWS 1416H), 1/2" STUCCO (P-1) ABOVE INT -2 WT -2 NT -2 NIT -2 111% NIT -3 WT -3 WT -3 WT -3 WT -3 EXIST. JAN. ROOM FT -2 FT -2 5TUCCO/P-1 5TUCCO/P-1 5T0000/P-1 5T0000/F-1 57UCCO/P-2 +/-10"4" 5GHEDULED 5T0000 EXIST. MENS ROOM FT -1 NT -4 WT -4 NT -4 WT -4 NT -4 570000/P-1 +/-10,4" WALL TILE (13 ROW5 HIGH),1/2" STUCCO (P-1) ABOVE SKIM GOAT, PAINTED INT -5 WT -5 NT -5 WT -5 WT -5 WT -b WT -6 NT -6 WT -6 NT -b : ;; �.. ; .. ,, • . ,; •'<;; ^, HLW. MTL• FRAME, PAINTED P-2 ANCHORS A5 PER PRODUCT CONTROL ACGEFTANGE NO. a o v 4 ABBREVIATIONS: NIT = WALL TILE FT - FLOOR TILE PAINT AND FINISH LEGEND. of m K" FAGIURIR sm / f1EH on/No OOMMm a v v Q ° .v • WT 1 CERAMIC NALL TILE M05A GLOBAL COLLECTION, ITEM 166`10 6" x 12" SILK MATTE FINISH, COVE BASE (P), INSIDE ANGLE (1), BEAD (HU) TRIM TO MATCH a ' o Le THLK FRT-72 CERAMIC NALL TILE M05A GLOBAL COLLECTION, ITEM 16160 6" x 12" SILK MATTE FINISH, COVE BASE (P), INSIDE ANGLE (1), BEAD (HU) TRIM TO MATCH 'd dal ;,',?.`}t; l';r.",',�,,�•,�My <+,� �;;,M+}�,`; ^.si;i�r'; !<:,+,;"�:,+,,; ,,;; :i''.. MTL. DOOR, REFER WT 3 CERAMIC WALL TILE M05A GLOBAL COLLECTION, ITEM 15130 6" x 12" SILK MATTE FINISH, COVE BASE (P), INSIDE ANGLE (1), BEAD (HU) TRIM TO MATCH TO 5GHEDULE FRT-74 CERAMIC N ALL TILE M05A GLOBAL COLLECTION, ITEM 16620 6" x 12" SILK MATTE FINISH, COVE BASE (P), INSIDE ANGLE (1), BEAD (HU) TRIM TO MATCH GONG. COL OR FILLED SHIM CELL, REFER TO 5TRUCT. 1/4" MAX. Wi 5 CERAMIC WALL. TILE M05A GLOBAL COLLECTION, ITEM 16610 6" x 12" SILK MATTE FINISH, COVE BASE (P), INSIDE ANGLE (1), BEAD (HU) TRIM TO MATCH D1165• CONT. 5EALANT (TREMGO FRT -7b CERAMIC YyALI. TILE M05A GLOBAL COLLECTION, ITEM 16680 6" x 12" SILK MATTE FINISH, COVE BASE (P), INSIDE ANGLE (U, BEAD (HU) TRIM TO MATCH 5GHEDULED 5T0000 FIN, DYNOMIC 100) AND CL05M PAINTED CELL BACKER ROD (BOTH PT 1 PAINT 5HERWIN WILLIAMS LOXON MASONRY ACRYLIC, 1004 5NOVEOUND FLAT EPDXY FLOOR PAINT - 2 PART,100% SOLIDS SIDES) pT-2 PAINT 5HERWIN WILLIAMS EXTERIOR ACRYLIC LATEX, g16b DRIFT OF M15T SATIN PT 3 PAINT 5HERWIN WILLIAM5 EXTERIOR ACRYLIC LATEX, 7A1 GRECIAN IVORY SATIN PT 4 PAINT 5HERWIN WILLIAMS DIRECT -TO -METAL ALKYD, q1 bb DRIFT OF MIST PT 5 PAINT 5HERWIN WILLIAMS EXTERIOR ACRYLIC LATEX, 6881 NAVEL SATIN FF711 EPDXY PAINT SUBMITTAL MIN. 2 -PART, 100% SOLIDS, GRAY SUBMIT SHOP DRAWING / SAMPLES TO ARCHITECT FOR APPROVAL Z FT 1 QUARRY TILE AMERICAN OLEAN FAWN GRAY 0006, ABRASNE 6" x 6" 5'x 6" BASE, 03565 FAWN GRAY, 006 SOLID NX B-4 NOr B3 N L TYR P= s B-2 A -q.00 \ 166A HLNL MTL. FRAME \ \ IMPACT RATED STEEL DOOR o \ PAINTED _ c? LOGKSET AND HARDWARE SUPPLIED / BY OWNER — Wt. MTL. DOOR, \ 5EE 5GHEDULE \ / 12"x W 166A.BRUSHED 5TAINLE55 ALUMINUM THRE5HOLD 5ET IN ATLANTIC COAST PRECAST LOUVER VENT BLOCK STEEL. KICK PLATE, BOTH 905 5EE FINISH SCHEDULE 5EALANT, 51N6LE COMPONENT 3 5/5" x 15 5/5" x 15 5/5" 11/2" x 11/2" OPENINGS (3) : 56 50. IN. PER BLOCK NON -SAG POLYURETHANE FOR FLOORING 'TREMGO DYNOMIC 100" PAINT A5 PER EXTERIOR ELEVATIONS TYPE O d • ° a e d 5TEE-CRAFT'H-5ERIE5' 51NGLE FLU5H OMNI% STEEL DOOR ° d d ° 166A., FLUSH, CR5 6ALV. NOA 21-1226.05, EXPIRES FEB. 24, 2021 j\�\ j\ j\ j\ j\\\j'\\\\j\\\j\�\/\ BUILDING SMTION A-4 NOT LEW A-3SILLL - rA NNS. SCHMILE, fT MV FI� . � 9 00 RODRIGUEZ ARCHITECTS NCORPORATED 2121 PONCE DE LEON BLVD. STE.1010 CORAL GABLES, FL. 33134 TEL: (305) 448-3373 FAX: (305) 448-3374 A R --- 1 0 0 9 9 O� 0 Z O Q O Lu C� J U LQL O 0 cn III Lu un 0 C W z 0 J J L REI/1510N5: CHECKED BY: 100% ISSUE DATE: MAR 04/2q/2022 DRAWN BY: PROJECT NO. DM5 2154 5HEET. A-1.00 OF SHEETS