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HomeMy WebLinkAbout38421 5th Ave (3)r GENERAL NOTES: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA 6TH EDITION DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM FOLLOWING SUPERIMPOSED LOADS: MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. SLAB: INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, LIVE LOAD - 50 P.S.F. BACKFILLING & COMPACTION ARE COMPLETE DEAD LOAD - 10 P.S.F. ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED WIND: ( INCLUDING ANY BOXED OR FORMED AREAS) - BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2014 FLORIDA BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2014 FLORIDA BUILDING CODE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN SECTION 1609.1.1. ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE COMPONENT & CLADDING WIND LOADS INITIAL TREATMENT. WIND DESIGN ASSUMPTIONS BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = +J- 0.18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS 1 N/A +32.3/-35.3 2 -65.7 +32.3/-56.2 3 -110.6 +32.3/-89.0 4 N/A +35.3/-38.2 5 N/A +35.3/-47.2 A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) . ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. TYPE VB CONSTRUCTION PER FBC 602.5 CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS ( PER FBC R318) . AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW SOIL BEARING & COMPACTION: AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. (MINIMUM . THE CONTRACTORIPROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION FOUNDATION LOADING. WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS T.L. HANSON; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE EXTERIOR WINDOWS &DOOR ASSEMBLIES: NOR PERFORMING ANY SOIL TESTING. ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. THE BUILDING LOADS. ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. INSTALL ALL WINDOW & DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIVE THE DESIGN PRESSURES SPECIFIED. FOUNDATIONS & SLAB -ON -GRADE: SAFETY GLAZING: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS of SLIDING DOOR SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY ASSEMBLIES. COMPACTED AND TERMITE POISONED SOIL. (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS COMPRESSIVE STRENGTH OF 2,500 P.S.I. THAN 60 INCHES ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE THE NEAREST VERTICAL EDGE 15 WITNIN A 24 INCH RADIUS OF THE DOOR IN A WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR. FINISHED FLOOR OR WALKING SURFACE. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING FINAL SITE GRADING) . THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE CONDITIONS: EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S 80, FT, B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR, A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS. PLANE OF THE GLAZING. SOIL TERMITE TREATMENT: REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING, APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR DRAFTSTOPPING: USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR SHALL STATE MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ. FT, BUILDING DATA: OCCUPANCY CLASSIFICATION: ASSEMBLEY A 2 CONSTRUCTION TYPE: V B FIRE PROTECTION: SPRINKLER SYSTEM EGRESS: COMPILES WITH CHAPTER 10 FLORIDA BUILDING CODE 2017 6TH EDITION PLUMBING: FIXTURES SHOWN COMPILES WITH CHAPTER 4 TABLE 403.1 FLORIDA BUILDING CODE 1017 6TH EDITION PLUMBING RANDY WATSON D E S I G N S I N C DRAFTING DESIGNS 13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523 OFFICE 352-523-2077 FAX 352-567-2070 FRATERNAL ORDER OF EAGLES AERIE 3752 CITY OF ZEPHYRHILLS / PASCO COUNTY, FLORIDA LEVEL ONE BAR AREA INTERIOR BAR LEVEL ONE BAR AREA EXTERIOR STAIR WELL #1 STAIR WELL #2 COOLER & STORAGE ELECTRICAL & MECHANICAL ROOM ELEVATOR TOTAL JOB LOCATION MAP PLANS COMPLY TO FLORIDA FIRE PREVENTION CODE FIFTH EDITION PROVIDE ALL TACTILE SIGNAGE AS REQUIRED STEEL ROOF SYSTEM LIGHT FRAME CONSTRUCTION SIGN NOT REQUIRED 3229 / 15 = 215 PEOPLE 815/ 200 = 4 PEOPLE 459 / 15 = 155 165 482 / 300 = 125 64 5494 30 PEOPLE N/A N/A 2 PEOPLE N/A N/A LEVEL TWO SITE LLS / CITY OF ZE FIRE AND LIFE SAFETY EXAMIN p� COMPLY Wll*H WORK SS RDS NFFA CODES AND AND BAR INTERIOR 3260 / 15 = 217 PEOPLE BAR 735 / 200 = 4 PEOPLE LEVEL TWO BAR EXTERIOR 459 / 15 = 31 PEOPLE STAIR WELL #1 155 N/A STAIR WELL #2 165 N/A ELEVATOR 64 N/A TOTAL 4838 TOTAL AREA 10332 TOTAL OCCUPANCY 503 PEOPLE PLAN INDEX SHEET B 1: EXISTING LEVEL ONE FLOOR PLAN SHEET B 2: EXISTING LEVEL TWO FLOOR PLAN SHEET B 3: PROPOSED LEVEL ONE FLOOR PLAN SHEET B 4: PROPOSED LEVEL TWO FLOOR PLAN SHEET B 5: PROPOSED SOUTH AND EAST ELEVATIONS SHEET B 6: PROPOSED NORTH AND WEST ELEVATIONS SHEET B 7: FOUNDATION PLAN ROOF PLAN FLOOR JOIST AND BEAM PLAN EXTERIOR DOOR SCHEDULE INTERIOR DOOR SCHEDULE SHEET B 8: DETAILS S-1, S-2, S-3, S-4 SHEET E 1: LEVEL ONE POWER PLAN SHEET E 2: LEVEL ONE LIGHTING PLAN LEVEL ONE ELECTRIC PANEL SCHEDULE LEVEL ONE LOAD CALCULATIONS SHEET E 3: LEVEL TWO POWER PLAN SHEET E 4: LEVEL TWO LIGHTING PLAN LEVEL TWO ELECTRIC PANEL SCHEDULE LEVEL TWO LOAD CALCULATIONS SHEET LS1: LEVEL ONE LIFE SAFETY PLAN SHEET LS2: LEVEL TWO LIFE SAFETY PLAN SHEET P 1: LEVEL ONE AND TWO SANITARY PLAN ADA FIXTURE DETAILS FIRE SPRINKLER PLAN BY OTHER MECHANICAL BY OTHER �,,�,��' •'��C E NSF• .s0 ® � A • s • ' TATE OF = • • HANSON & HEADLEY PROFESSIONAL ENGINEERS ENGINEERING BUSINESS NO. EB6450 PO BOX 1728 5290 S. ROMANS AVE. DADE CITY, FL 33526 INVERNESS, FL 34452 (352) 521-5848 (352) 726-2332 CM 80' 0" z U � z M o O O 30' 10" 5° 4" 1010.1 5' 4" 20' 8" 3' 4" 4' 6" v� N z >m CD QV► z Vu5w co e Vi Q LL .° Zrrz D' D W N o A LLa o O O am D N WOMEN MEN co Lo M e W ° ELECTRICAL = L) D' D 74 74 MECHANICAL N Ui o ° ROOM D D N O ° co DD e � n � ° O D. D 8' 2/, - e CO HI ° - - - - - - - - N N 'I. � I°� N 18'$ W QM J W J .° Q-i M VAULT o D W o" N e° 0 Z �wN a �� �WC > CV 0 o D U J Z W Lr) ° b J Z STORAGE Q W 4rS z Z 00Lo I O m CV GO Z_ N O VJ^ 2 REMOVE VAULT DOOR ° . W w °• cf) L� D '• 1D0 •e D I a= MO ZLJM NrCo � ' WED D D D D D.D• D D O' O 4° O° 4° O h O° O° O° 5' 3 m p c,4 ° 4 ° 4 ° 4 ° O Q Lo w o w 17' 5" z o ENTRY #2 LL o 6i 1010" CLG p p Q `- O) wr Z ' 'v T 11 " o N (n 00 U50 > O NWN I I 00 STAIR WELL #2 T It m 4 I a> TO" > W Z ~ 00 17' 0" 11, 13' 4" 11,101, 12' 8" 4' 4" p ¢p O I � I I I — -- - - — - - - -- — - — - - - - - - -- - - - - - W M N W N Li v 22' 0" ° N 0 IL D Lo J M V' 00 N _Wco �-- T r W z CV 0 U TO EV L T O O V) WU STAIR WELL #1 (D U 8' _ w Q UP rO L EVEL TWO_ N FOYER L.L 0 I 5' 4" 7' 8" 5' 4" 9' 6" 8' 8" 4' 0" M (f) li ELEVATOR _ W J zo 0 — 00 fl� _ � 0 � N J M ENTRY #1 Q 10'0" CLG H I I IIIIIFFMIIIIIIr- 'Is sis ZW O' N MAIN LEVEL ONE 3877 Uj STAIR WELL #1 155 01 22' 0" 8' 0" TT' 41' 9" II-_ ILL STAIR WELL #2 165 Q 0 VAULT 482 ELECTRICAL & 80, 0" MECHANICAL ROOM 126 �o p*00 ELEVATOR 64 •�.� •M0 ENS •• • I� U FOYER 69 ENTRY #1 27 6�' .. FLOOR PLAN AS SHOWN AFTER PARTIAL DEMOLITION ENTRY #2 70 EXISTING LEVEL ONE FLOOR PLAN 1/4" = 1' 0" T,L O9'Y,Fx DONE. SEE PROPOSE FLOOR PLAN FOR NEW LAYOUT P. •• 7 • ! ON ICENSE Np. 4 CiT AND OTHER DEMOLITION �"-�7bt, TOTAL 5035 I HERBY CER d�LA • SPECIFICATIONS DIMENSIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED WERE PREPAR ECT SUPERVISION R 1 BY CONTRACTOR BEFORE NEW CONSTRUCTIONS BEGINS ARE IN COMPLIAN ' SECTION 1609 OF THE V 1 FLORIDA BUILDING C ��kDj� ITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY 11 M 80' 0" U Lo Z M 0 ti 30' 10" 1 5' 4'° 10' 0" 5' 4" O N rA in ui m 'z C'4 V -l? Lo ri W � Q Hill Hill 11111111O 12' 11" RESTROOM O O W Z oN ROOF DRAIN PIPE A L~L a M } N ❑ m N co Lo STORAGE 3' 10" OFFICE _ u- (� CV C6 O Ch N O co 80 �- �, ELEC & MECH RM NJ 0 CV M W> N 0 0 O �M J w Q LL M OCO w 0U)cn 8' 0" Z M Z N L0 CD W n � W > u) Lu Z W Lo w o RESTROOM Q U) 06 Z W Z O `� Z m Z 0 � wZ N o, 10' 4'° 12' 11 " Q z M ZW co LL00 L N � N I. i Ow MON 0 Lo ao� w 0 w w z_ O J O W w Of Z 8' 8" o O N U (n M > O w STAIR WELL #2 To" 00 0) o ti Z o 42" KNEE WALL LLI Z m z p p Oo w J C) z W Z p w J t co ROOF DRAIN PIPE z N o NO _1 tiLL 18' 2" 3' 10" 11 8' 0" 10' 7"CD M W Li ao P T ROOF 5' 11 %" 2' 4" (%) V 0 45/a" W STAIR WELL #1 M b Q U) OW 4 TO LEV L O 4E W 4 5' 4" T 8" 5' 4" 10' 2" 8' 0" 4' 0" V- O� NIS ELEVATOR J M W _I `� 60 60 10 M 0 >- Q 0- N LEVEL TWO 3995 LL STAIR WELL #1 155 22' 0" 16' 3" 41' 9" a O STAIR WELL #2 165 �/ ELEVATOR 64 TOTAL 4379 80, 0" t ot u- ���l f e, V FLOOR PLAN AS SHOWN AFTER PARTIAL DEMOLITION EXISTING LEVEL TWO FLOOR PLAN 1/4 I 1 11011 T. ON P.E. *ENS NQi° 3 611 DONE. SEE PROPOSE FLOOR PLAN FOR NEW LAYOUT ® P.% 172 �l C F , F SA2 ftft AND OTHER DEMOLITION DIMENSIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED I HERBY CE A P NSA*, PECIFICATIONS B L BY CONTRACTOR BEFORE NEW CONSTRUCTIONS BEGINS WERE PREPI CT SUPERVISION ARE IN COMPLIA atP 6�CTION 1609 OF THE FLORIDA BUILDIN N AND ASCE 7-10 FOR 139 MPH WIND It GORY II 0 M 0 U) CO 0 NOTE: CUTTING OF EXISTING LEVEL TWO CONCRETE FLOOR SYSTEM IS STRUCTURALLY ACCEPTABLE 30' 10" 5' 4" 3' 4" REMOVE WINDOW AND INSTALL NEW DOOR. LINTEL TO REMAIN. BLOCK FILL OPENING AS NEEDED ,o a D D Oa° 'p DRY GOODS D Cl STORAGE o4 °° 2❑ a 3-RISERS @ 7" WITH 2-1 V 4 Q d STEPS TO STAGE FLOOR 4 ° o GREEN ROOM D' D 1 ❑ a ° e 'p �e ° Z fn a p O C. O O ° C1 INSULATED WALL PANELS INSTALLED D D FROM CONCRETE TO BOTTOM OF THE 4e EXISTING CONCRETE VAULT ROOF p , w D D w � n e U) p � FLIP UP ENTRANCE TO BAR D O WALK IN COOLER 0 oe ° p 9101, D' D 10 O ° REMOVE VAULT DOOR BAR INSTALL WOOD INTERIOR DOOR e• p 0-0 n M 8' 9" 7' 2" D' U) Z 0 D D Oa x F w �m o p co w coIII D O D' D D' D D' O D D D' D D' D D' D D D .'D m m Z Z O ° I ° 4 ° O ° O ° 4 ° o ° 4 ° O ° � V Z ro TBB-4SB BACK BAR 0 a� FLIP UP ENTRANCE TO BAR WE BAR DESIGN BY OTHERS I I MUG CHILLER I BEVERAGE IAR DD94-1-1395" TBC-36SD/SB-GF; BLACK BEER DISPENSER 26' 0" 16' 8" ------------- 7" ELEVATED PLATFORM BOX COLUMN WITH BENCH SEATING 36" TALL WALL FULL HEIGHT WALL -------------------------------------------------------- 0 t u To EV L o STAIR WELL #1 ADD WALLS TO COVER ENTRANCE TO BELOW STAIRS Rl UP rO L VEL TW 1- B1400 ICE MACHINE STORAGE BELOW 2- SY0894N REMOVE ICE MACHINES ON TOP SIDE WALK EDGE 22' 0" 3' 8" 0 80' 0" 10, 0" 5 4" 20' 8" SITE BUILT WOOD STAGE SEE DETAIL. O STAGE TO HAVE SPRINKLER HEAD O e BELOW 7' 4" 11 3' 0" Lo 4' 4%" ol STAGE 0 zo 18' 1 %" D M r— — — — — — — — — — — — — — — — — — — — — — — — — — I I I I ! I I STAGE 21"ABOVE FLOOR OF BAR I I I I I I I o I I ih I� I I \�� BALCONY LINE ABOVE I I I I I ! DANCE FLOOR AREA ! cl) I I ih I I N I I I I I I I I OPEN TO ABOVE I I I 00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! L - - - - - - - - J — — No a o BOX COLUMN BOX COLUMN BOX COLUMN REMOVE GLASS AT ELEVATOR WALL AND BLOCK FILL OPENING ENTRANCE i i ELEVATOR I ENTRY #1 10'0" CLG SIDE WALK EDGE 7' 7" `•----- CUT AWAY BLOCK BELOW EXISTING 16" FORMED TIE BEAM AND INSTALL S-3 NEW DOOR UNIT. SEE DETAIL S-1 ❑E WOMEN 00 3' 4" 4' 6" POWER COMPANY TRANS 600 AMP ELECTRIC�'�IN a MECHANICAL a ROOM N Q J Z rr = = = = = = -� d II r — — — — — -I II 6 TdN'AH SUSPENDED ORbm CEIL,G WITH PAN BEL6 II II Z� QO ��w 0 w ~ 0 w I�i= 8' 5%B' ZO Ca<V MEN 00a(V ENTRANCE ENTRY #2 10'0" CLG 3' 11 " IiIiIiIIIr STAIR WELL #2 O CUT OPENING AT THIS LOCATION FOR ROLL UP DOOR. EXISTING LINTEL IS AT OPENING SEE DETAIL S-2 r ul rut I SERVING SHELF I 5' 4" 4 ' " u 5' 4" u 9' 6" 8' 8" 4' 0" �1 71/2"X6" ALUMINUM STRUCTURAL l�ll II 11 ANGLE ATTACHED TO FACE OF THE BLOCK WALL WITH 5/8"X5" EXPANSION BOLTS 12" OC — ---------------------------------------------------------- ----------------------------- ----------------------------- J461 ------------------------------------------------------ --- ----------------------------- 5" SQUARE 1/4" THICK WALL POUR CONCRETE FLOOR UP TO 6"X8" ALUMINUM STRUCTURAL I BEAM ALUMINUM STRUCTURAL COLUMN EDGE OF EXISTING SIDE WALK SUPPORTING CONCRETE FLOOR BALCONY S 3 ABOVE THAT WILL CANTILEVER OUT TO EDG OF EXISTING SIDE WALK SIDI WALK EDGE 10' 2'/e" _ 10' 2'/a" _ 10' 2%<" _ 10' 2Y<" 80. 0" PROPOSED LEVEL ONE FLOOR PLAN 1/4" = 1' 0" DIMENSIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED BY CONTRACTOR BEFORE NEW CONSTRUCTIONS BEGINS 41' 9" 3' 0" co c0 N W 0 W W Z J 0 0 0 o w w 0 U 04 N eo M SIDE WALK EDGE Cl ti 04* ' • f HANSONW.E "Ltl .Q. BC�.1,7 DADE 1 HERB iiC ^�� T TI SE WERE �� ji ARE INC �4'�Mlff FLORIDA B FOR 139 MPH HIV E NZ 38654 I 123526 D SPECIFICATIONS +A"�Y DIRECT SUPERVISION 6, SECTION 1609 OF THE DITION AND ASCE 7-10 CATEGORY 11 m 00 U Lo -z M �~ o� W O 1 N � O III- Z co N - (.9 U M Fn W Q 1 z ❑ 0 LL 10 W F- Q N A LL a c;, N C, ED 19 CO U) cM W _ _U LL LL = O 04 co N W U) >-lot ¢v cr M ULLJ Q L L M co w w N Q (z^ N � � W �+ z t > Lo Nzc Lo W w - O Z J 06 Z U) w Z O U' =_ m Z U O U z LLLLUJ L Z L O CD M Z Q � W J Co LL Ln r � � T cj O W � i m ❑ N d ❑ Q 0) Z O N rn CO lc) W rn ti � Ict m 4 � ❑ 6i 0 Z O 0 N ryo CV p Lf) J cy) W z �Q D / O V wv J Q �U Q (� W Q U— O � J W J fy O }. J = zw ()� N ww O LL �--- CU 80' 0" 0 r C) M Lo ao N 10 T 30,101, 5' 4" 10,011 51411 11 IE 5" SQUARE 1/4" THICK WALL -ALUMINUM STRUCTURAL COLUMN - - 42" BALCONY RAILING 10' 2'Y4" 22' 0" I _ 16' 3" 10' 2'/<" 80- 0" PROPOSED LEVEL TWO FLOOR PLAN 1 /411 = 1' O" DIMENSIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED BY CONTRACTOR BEFORE NEW CONSTRUCTIONS BEGINS 41' 9" 10' 2%" 10' 2%" _L OVER WINDOW INTERIOR OF THE G w c� a w w z J LL O O Lr w w U 0 FD CV Eo 00 N 1pi ® O ••os••••� `ate �'� ••• tC E N�•,��' ��► ; -aw M.JTANM�� ��LcIICENSEgGFft38654 �OXla 728,RDE .�or526 I HERBY 'FBI @�P D SPECIFICATIONS WERE PRE 'ob DIRECT SUPERVISION ARE IN COMP R 16, SECTION 1609 OF THE FLORIDA BUILDIN b�UkTH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II U M N Lo z M M � O� N LL CD z L9 U) N G7 ZU' U '"' XM Fn W Q LL V5 W A F— Q N LL a Ch } N m CV CD Lo M W U 2 LL N LL j O co M V" N III W � Lo a M J W <LLM W M � W N Q (z^ � c, � ~ W W v z � W � N �zv wo = Z J Zw U) z OU' m Z U) z O Z cl)Z W W 04 N °W � M Z Q u- 0�0 U O W � i m 0 N oto a� W Q Z 1 O O N > O W 0) co � A i- N m 4 W Z ~ 00 p p O Q �N f..l� N O u') J W � Z W � QO U)U w J O W Q LL W O, � J W J 0 _ 0� ry O� J = Q CL � N w LL O LL F— U 'J `�� EXTERIOR DOOR SCHDULE FA EXISTING 6'0"X7'0" GLASS STORE FRONT UNIT WITH CLEAR SINGLE GLAZED GLASS BRONZE FRAME WITH CYLINDER EXTERIOR KEY ON ACTIVE DOOR AND EDGE BOLTS ON INACTIVE. DOOR CLOSURE EACH DOOR. BOTH DOORS TO BE UNLOCKED DURING OPERATION HOURS © EXISTING 3'0"X7'0" GLASS STORE FRONT UNIT WITH CLEAR SINGLE GLAZED GLASS BRONZE FRAME WITH CYLINDER EXTERIOR KEY. DOOR CLOSURE. DOOR TO BE UNLOCKED DURING OPERATION HOURS © NEW 3'0"X7'0" FLUSH HOLLOW METAL DOOR WITH METAL FRAME. ADA LEVER KEY LOCK ON EXTERIOR PANIC PUSH BAR ON INTERIOR. DOOR CLOSURE, ADA BUMPER SILL EXISTING 3'0"X7'0" FLUSH HOLLOW METAL DOOR WITH METAL FRAME. ADA LEVER KEY LOCK ON EXTERIOR PANIC PUSH BAR ON INTERIOR. DOOR CLOSURE. ADA BUMPER SILL 0 NEW 6'0"X7'0" GLASS STORE FRONT UNIT WITH TRANSOM CLEAR SINGLE GLAZED GLASS BRONZE FRAME WITH CYLINDER EXTERIOR KEY ON ACTIVE DOOR AND EDGE BOLTS ON INACTIVE. DOOR CLOSURE EACH DOOR. BOTH DOORS TO BE UNLOCKED DURING OPERATION HOURS. VERIFY IN FIELD AND WITH OWNER �F 8'8"X7'0" INSUALTED STEEL ROLL UP DOOR VERIFY OIN FIELD AND WITH OWNER © EXISTING 3'0"X7'0" FLUSH HOLLOW METAL DOOR WITH METAL FRAME. ADA LEVER KEY LOCK. ADA BUMPER SILL 0 EXISTING 20"X108" FIXED GLASS WINDOW, BRONZE FRAME CLEAR SINGLE GLAZED GLASS UNIT ❑1 EXISTING 20"X88" FIXED GLASS WINDOW, BRONZE FRAME CLEAR SINGLE GLAZED GLASS UNIT EXISTING 96"X48" SLIDER WINDOW, BRONZE FRAME CLEAR SINGLE GLAZED GLASS UNIT ❑K EXISTING 20"X88" FIXED GLASS WINDOW, BRONZE FRAME CLEAR SINGLE GLAZED GLASS UNIT ALL WINDOWS NOT LABELED WILL BE DRYWALLED OVER ON THE INTERIOROF BUILDING AND WILL ONLY BE SEEN FROM THE EXTERIOR OF BUILDING HARDWARE STYLE AND FINSH TO BE CHOSEN BY OWNER INTERIOR DOOR SCHDULE NEW 3'0"X6'8" SOLID CORE BIRCH DOOR WITH PAINT GRADE WOOD FRAME. ADA LEVEL PASSAGE NEW 3'0"X6'8" SOLID CORE BIRCH DOOR WITH 91 PAINT GRADE WOOD FRAME. ADA LEVEL PRIVACY EXISTING 3'0"X6'8" SOLID CORE BIRCH DOOR WITH PAINT GRADE WOOD FRAME. ADA LEVEL KEY LOCK ® NEW TO" X 6'8" LOUVERED WOOD BIFOLD DRYWALL WRAPPED FRAME NEW 60" X 68" LOUVERED WOOD BIFOLD DRYWALL WRAPPED FRAME © EXISTING 2'6"X6'8" HOLLOW CORE DOOR WITH PAINT GRADE WOOD FRAME. ADA LEVEL PASSAGE LOCK EXISTING 2'0"X6'8" HOLLOW CORE DOOR WITH PAINT GRADE WOOD FRAME. ADA LEVEL PRIVACY LOCK ® NEW 5'0"X4'0" ONE WAY FIXED GLASS ALUMINUM FRAME 9❑ NEW 8'0"X4'0" ONE WAY FIXED GLASS ALUMINUM FRAME HARDWARE STYLE AND FINSH TO BE CHOSEN BY OWNER BRACE WALLS AS NEEDED TO BOTTOM kBOVE ELEVATOR FOUNDATION PLAN 1/411 = 1' 0" I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7 1/7�' 6" ALUM11 IUM STRUT TURAL I I I I I I I I I I II II II II II II AHE 'I I' 'I 'I 'I 'I 'I 'I 'I ' LSIONBLORWALW , , N 5/8"X5" �PANI I I I I I BOLT 12" OC I I I I 4" FLANGE X 8" TALL 3/16" WEB ALUMINUM I I I I I I I I I I I I STRUCTURAL I BEAMS AT 24" OC TYPICAL WITH EPICORE AND SAB POURED AT TOP I I I 1 1 I I I I I I I I I I I I I I I I SEE CUT SECTION S-3 I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I - - - + + - - - - + + - - - - + + - - - - + + - - - - + + - - - + - - - - - L L - - - - L L - - - - L L - - - - L L - - L L - - - - 1- - - - - 1- - - - - h - - - f I I Al I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5" SORE 114" T ICK WALL, I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ALUMI M STRU �URAL C pMN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 10' 2%" 10' 2'/4" 41' 9" 10' 2'/" FRONT DECK BEAM & JOIST PLAN 1 /411 = 1' 0" DBL 2"X6"X0.050X0.120" ALUMINUM JOIST BEAM AT CORNER LOCATION SECURE TO FACE OF BLOCK WALL USING SIMPSIN LSU4.12 ADJUSTABLE HANGER WITH MINIMUMM 8-1/4"X1 3/4" TAP CONS AND FILL ALL HOLES TO JOIST WITH #8X1 "SDS I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L----' L----' - - - - -F F" - - - - F F - - - - F F - - - - FF - I I I I I I I I I I I 6' 8" I�UMINUM TRUCTU L I BEAM SUPP �tTING C I RETE Fl pR BALL Y ASOV ITHATWIU CANTILEV OUT TO EDGE I OF E4I TING SID WALK 10' 2'/<" I 1 I SECURE ALL, INUM ROOF JOIST TO FACE OF BLOCK WALL WITH 1 IMPSON HL33 HEAVY ANGLE AT EACH ELEVATOR SIDE WITH It!" THRU BOLT IN JOISTAND 1-1/2" 4" EXPANSION BOLT IN WALL PT "X6"X0.05 X0.120" AL MINUM J IST BEAM _ 36" OC 00 SECURE ALUMINUM ROOF JOIST T TOP OF B AM WITH 1- SIM SON HL33 HEA ANGLE A EACH SIDE WIT 1/2" THRU BOLT IN JOIST A14D 1-1/2" BOLT TO BEAM BELOWPT EACH SIDE L STUD WALL AT 16" OC co GYPSUMBOARD ON -- -------- -------- -------- -------- A --------4 -------- -- ---- ------ - ------ ------ ------------------------ N -------------------------------------------------- -- ---- ------ - - ------ ------ - -------- -------- -------- AND TOP AND 1/2" SDS EACH 41' 9" SURE TO FLOOR 24" OC SECURE ALUMINUM ROOF JOIST TO TOP OF I1 1' 0„ BEAM WITH 1-SIMPSON HL33 HEAVY ANGLE ROOF PLAN 1 /4 AT EACH SIDE WITH 1/2" THRU BOLT IN JOIST AND 1-1/2" BOLT TO BEAM BELOW AT EACH SIDE DIMENSIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED BY CONTRACTOR BEFORE NEW CONSTRUCTIONS BEGINS►i d INTERIOR BUILDING WALL DETAIL HANSO*.E. LICE S C. 38654 NOT TO SCALE f�.p.BTtft8v C�3526 I HERB'�G� J,P�Zf T THESE P 5"'kND SPECIFICATIONS WERE Y DIRECT SUPERVISION ARE IN CCA 16, SECTION 1609 OF THE FLORIDA Bfj EDITION AND ASCE 7-10 FOR 139 MPH �C(jr��1�t��K CATEGORY 11 M N Lo Z FI M M O 0 c o N O m z Lo (n N � Uz-co (� U co � Q QQ u- w za N A LL00 a M �} � m N rn M w U 2 LL LL O = 04 M T- N W >� Q M J w `� Q , M M Z 0 W N a �0 Z �w� LV Z m ww 0)ZM o z J 06 Z w z_ O U' _m Z vjz O Luwl L z R N 0 CLI M Z a W _l N00 LL00 O w w � i OQ� aoM, W H rn z O 1 N W O w m 00 m 4 � z o L1J Q z 00 0 a N0 L0 J M LL W cl�Z W Z) a0 U)U W -j0 CD W Q LL 00 I..L W J 0 = 0 �.. J = Q ZW Of N W 9O L.L. �— u �, FLASH AT TOP OF ROOF METAL cn AND TO FACE OF BLOCK WALL U M BEHIND STUCCO TOP OF EXISTING PARAPET WALL I I Z cy) 29 GA MASTER RIB METAL ROOFING p 0 'a •'a a "a 'a ''a 'a 'a 'a •'a 'a 'a 'a "a 'a 'a 'a •'a 'q 'a 'a •'a q "a 'a •'a 'a 'q 'a •'a 'q 'a 'a ATTACHED TO 2X4 PURLINS PER 0'e . 0 e . 0'e . o'e . 0•e . A. 8-e . On . O e . 0 e . 0 e . 0'e . d'e . A. . 0•e . d'e . On . 0 e . 0 e . 0'e . Oa . 0 e . da . 0'e . 0'e . 0 e . 0 SECURE ALUMINUM ROOF JOIST TO FACE OF BLOCK _ ° 'e ° ° • ° . ° . O O .'•' O .'►' O . O .'e' O O . O .'►' O . O .'►' O O . O O . s O . O . O . O .' O O . O . ' O . • . O O . O .'►' O . 0 . O N e,• e,• e,• e,• e,• a e,• e,• e,• 'e,• e,! e,! e,! o EXISTING 16"POURED BOND BEAM 'e a '° a 'e 'e,• e,! e,• 'e,• • u,! e e e,! Q MANUFACTURE SPECIFICATIONS r q q q q a q • q q q 0 q q q q • 0 • q q • •" q • 0 • q e q q q • q •� q • q ' LL co WALL WITH 1-SIMPSON HL33 HEAVY ANGLE AT EACH r e 0e 0e de Oe 0e 0e Oa de Oe 0e 0e 0e 0e da De .'0'e .'oe .'de On O'e 0e 0e Oe 0e 0e 0e 0e 0e Oa 0° 0e 0e tn C/i SIDE WITH 1/2" THRU BOLT IN JOIST AND 1-1/2"X4" _ o .'. o '.' o .'. ° .'. o . s .'.' o o .' s .' o . • .' o • .'.' o .' • . o o o .' o .' e . ° .' • ' O .' O .' ' O . O .' • o .' o .' ' ° . e .' o o .'.' o .' s . o .' s o .' s .' • . r la, • e, ! e, ! e, ! a, • e, • e, ! e, ! e, ! 'a, • e, • e, ! e • e. • �. ! �.' °. ! �. ! �. ! �. ! °. • �. ! � ! �.'• �. ! °. • �. ! °. ! �. ! °. • a. ! ".' �. ! °. • Z EXPANSION BOLT IN WALL ° q0 ° • qo Z u') EXISTING ROOF DECK M 2"X4"X0.050X0.120 ALUMINUM PURLINS @ 24" OC W X ATTACHED TO TOP OF ALUMINUM ROOF JOIST WITH Ln ° , _° W 0 Q 2-1/4"X3" SIDS 12 ° i Z a Q W 0 3 °. _ZV) °! w ZU)o a a CUT AWAY BLOCK BELOW EXISTING 16" I —ILL Q N '( BE/''M @ EXIS NG LEVEL TWO B JOIST 00 a POURED BOND BEAM TO ALLOW FOR q N 6"X8" ALUMINUM STRUCTURAL I M�NUM �O,s CV , ,• NEW DOOR AS SHOWN ON ELEVATIONS �. o .• � m � V °•! a °'! a 00 N BEAM SUPPORTING ROOF SYSTEM X012p. AL ° I M X6 )CO.050 °. ! �. ! W U o . FILL CELLS AT EACH SIDE OF c!.°0 OPENING SOLID WITH 2500 PSI e! °0 V) LL O ° CONCRETE SECURE ALUMINUM ROOF JOIST TO TOP OF 3/4" R4.5 TUFF R INSULATION BOARD I 40 40 I BEAM WITH 1- SIMPSON HL33 HEAVY ANGLE N e 00 AT EACH SIDE WITH 1/2" THRU BOLT IN JOIST 1X2 PT FURING STRIPS 16" OC e °o 1 0�� AND 1-1/2" BOLT TO BEAM BELOW AT EACH SIDE q ' ° 1/2" GYPSUM BOARD 5" SQUARE 1/4" THICK WALL ALUMINUM STRUCTURAL COLUMN M SECURE POST AT BOTTOM WITH 4- 5/8"X6" EXPANSION BOLTS 6"X8" ALUMINUM STRUCTURAL I BEAM WITH 7/16" TOP AND BOTTOM FLANGE AND 1/4" WEBB SUPPORTING CONCRETE FLOOR BALCONY ABOVE THAT WILL CANTILEVER OUT TO EDGE OF THE EXISTING SIDE WALK BELOW 5" SQUARE 1/4" THICK WALL ALUMINUM STRUCTURAL COLUMN SECURE POST AT BOTTOM WITH 4- 5/8"X6" EXPANSION BOLTS EXISTING PAVER SIDE WALK 36"X36"X36" DEEP CONCRETE PAD WITH 445 REBAR EACH WAY AT EACH COLUMN LOCATION WELD BEAM TO TOP OF EACH POST AT EACH SIDE TYPICAL DECORATIVE CEMENTITIOUS BRICK FINISH ON ALL EXTERIOR WALLS 42" TALL ALUMINUM RAILING WITH BALUSTERS SPACED 4" OC. RAILING TO BE INSTALLED TO RESIST MINIMUM 250 LBS OF FORCE 3/16" X 4"X8" ALUMINUM STRUCTURAL I BEAM JOIST @ 24" OC 21 811 MAXIMUM CANTILEVER 31 0" WELD BEAM JOIST TO ANGLE AT EACH SIDE TYPICAL WELD BEAM TO TOP OF EACH POST AT EACH SIDE TYPICAL g1 31/"+- DECORATIVE CEMENTITIOUS BRICK FINISH ON ALL EXTERIOR WALLS 4" 3000 PSI CONCRETE DECK WITH WIRE MESH OVER CLEAN COMPACT SOIL EXISTING BLOCK WALL 5" TO 4" SLOPED 3000 PSI CONCRETE SLAB WITH # 5 REBAR @ 12" OC EACH WAY 2" X 24 1/2" STEEL EPICORE DECK TACK WELD TO TOP OF BEAMS 5/16"X 7 1/2"X6" ALUMINUM STRUCTURAL ANGLE ATTACHED TO FACE OF THE BLOCK WALL WITH 5/8"X5" EXPANSION BOLTS 12" OC EXISTING PRECAST CONCRETE FLOOR LEVEL TWO WELD BEAM JOIST TO ANGLE AT EACH SIDE TYPICAL 3/4" R4.5 TUFF R INSULATION BOARD 1X2 PT FURING STRIPS 16" OC 1/2" GYPSUM BOARD EXISTING BLOCK WALL EXISTING CONCRETE FLOOR LEVEL ONE BUILDING CUT SECTION S-3 NOT TO SCALE PLACE 42" TALL BALCONY RAILING MINIMUM 4" FROM EDGE DRILL 6" INTO EXISTING PRECAST SLAB AND EPDXY #5 REBAR THAT WILL EXTEND INTO NEW SLAB POUR PLACE BARS AT 16" OC 4" ALONG HE EDGE CONCRETE TO BE MINIMUM M 3000 PSI 21 Owl 245 AT LOCATIONS SHOWN RUNNING MAXIMUM THE LENGTH OF THE POUR TIED TO REBAR. a . b'e b•e b•a b•e b•e b•e 0' MINIMUM 3/16"X 4" WIDE 8" LONG STEEL FLAT I EXISTING PRECAST 6" SLAB PLATE WELDED TO END OF PIPE AND PLACED MIN _ >\\ AT BOTTOM OF NEW SLAB POUR WITH 4 EACH EXISTING STEEL I BEAM 3/16"X1 3/4" TAP CONS. PLACE SUPPORTS AT 24" OC ALONG EDGE MINIMUM 3/16" WALL X 2" ROUND STEEL PIPE PLACED AT 45 DEGREE ANGLE WELDED TO FACE OF THE STEEL I BEAM LEVEL TWO SLAB EXTENSION DETAIL S-4 STAGE DETAIL S-4 NOT TO SCALE 0 80 A °, e, • e, • e, • e, • e, • e a e, • o ° e, • e, • e, • e o o e e, ! e, ! a, • e, ! ! o, e•°O I ►' o. o. I O CUT AWAY BLOCK BELOW EXISTING 16" POURED BOND BEAM TO ALLOW FOR O . '4 e • a e a °'! q °•! q I a! qd NEW DOOR AND TRANSOM AS SHOWN ON ELEVATIONS o . s . v, • •e .°0 e 'e .40 I 4. •4 .°0 a .°0 e • a °0 o °O s. •e 0 'e 0 , • FILL CELLS AT EACH SIDE OF •• e• a0 OPENING SOLID WITH 2500 PSI °• 40 • °, CONCRETE o, LL==i j� e• e • o! o ►' O .' O • 'q e' o . 1•e .°0 O .' O 'a I 5 4 •e .°0 3/4" T&G PLYWOOD NAILED TO TOP OF STUD WALLS BELOW WITH 1OD MAILS 6" OC 2X4 STUD WALLS WITH #2 SPRUCE STUDS 16" OC WTH DBL TOP AND SINGLE 2X4 PT - BOTTOM PLATE. SECURE TO SLAB WITH 1/4"X3 1/4" TAPS CONS CUT OPENING IN WALL DETAIL FOR DOOR S-1 NOT TO SCALE • O O O O .'►' 0 0 0 O .' '''''' O .' 0 O O .'►' O O .'e' O .'►' O O. Ie•! e•! e•! e•! e•! e,! i,! e,! _ EXISTING 16" POURED BOND BEAM! - - - - - - - - - - - - - - - fa o•e . 0'e . A% . 0•e 0•e Oa A% 0'e 0'e 0•e 'a. 4, Oa . Oa Oa 0•e . A% A% 0% 6% 0•e 0•e 0% 0•e O .' O .' O .' O .' O .' O .'s' O .'►' O .' ' O .' O .' O .' O 2 O .'e' O .'s' O .'►' O .'►' O .'►' O .'►' O .'►' O .' ' O .' ' O .' ' O .'►' °e o, ! o, ! '° • 'e, • 'O, • e, ! e, •. 'e, ! o, ! e, ! 'e, ! e, ! e, ! e, • e, ! e, ! e, ! e, ! e, ! e, ! e, ! e, ! e, O. 40 O. 1•e 0 'e 0 q CUT AWAY BLOCK BELOW EXISTING 16" q o ! • a 'a, ! a c,!° ' qo �'° •q0 POURED BOND BEAM TO ALLOW FOR ° NEW ROLL UP DOOR AS SHOWN ON ° d ELEVATIONS ° 0 s. e, • !•e .40 s: e, ! -4,.40 I 1e•.40 FILL CELLS AT EACH SIDE OF 0•.40 40 , ,°0 •' ° •. OPENING SOLID WITH 2500 PSI CONCRETE •' ° '; •. 1'e 0 •e 0 I O 'i q a •O .�� q e ° o ° O • •e .°d O 'e 40 O1 1•e .40 CUT OPENING IN WALL DETAIL FOR DOOR S-2 NOT TO SCALE +L; HANSON *E. ,err, IHERB4 F WERE PR� `B�', E ARE IN CON3'f T FLORIDA BUIL FOR 139 MPH WI D SPECIFICATIONS DIRECT SUPERVISION "16, SECTION 1609 OF THE , EDITION AND ASCE 7-10 CATEGORY II N W '� M J w Q LL N Q W MrnM N W N Q � z O W W z � co" N z w W — T O z i J zW U) Z O U' Z o O V z cj) WW LL W Z N N O C2 co "' Z W J co c LL Q T U O Ln i co (L 0 O O m 4 Z> Z 0 O LLI ~ 0 Z m O0 Q 0 N 0 LL \'� J M) N_W }- LL W Z ^< Z) V) O W U V O Q W Q LL O � J W J I.i OCL J = Z W Ct N W LL 9-0 LL �— �j NOT TO SCALE M V CV z "' POWER COMPANY TRANS ch Al-7 f� WALK IN COOLER UNIT - _ ___- — - — - — - — — - — ' — - — - _ NOTE: 0 L � N A1-25,27,29 _ - - - - A 1-2,4,6, >. tn1 � _ - - _-O ELEVATOR IS FED FROM 11 LO wP to 600 AMP MAIN PANEL z N cv GF� GFi _LO C`� CZ7 U co oo ~ Fn0 - ` 600 AMP Q � \ / � ® MAIN C9 Z n De°D O Al-14 \ Al-13-�------�� 0 V ¢ W ZtA O o Z A LLa N Al- 1,3,5, IL N DRY GOODS D } 00 04 STORAGE o Al-15 Co LO eM 04 d W LL o �h STAGE 6 TdN1AH SUSPENDED FIF�bM uj u- D D _ CEILIIG WITH PAN BEL(Fi1,I/ = O J II o \� Al-12 LL---_--JJ co D° D z \ / Z w r oQ a. - Al- 21,23 s r — — — — — — — — — — — — — — — — — — — — — — — — — — — I I �A W L0 w o / I I I I LU E � oDIII J W UQ= W „ STAGE 21"ABOVE FLOOR OF BAR Zwwwm LLNM D FLIP UP ENTRANCE TO BAR I I I I o fn�ti WALK IN COOLER °° ° I ; ; Q C�Ln OWN W Z W Nz W o 0° I�I A111 i J U) BALCONY LINE ABOVE I Q W REMOVE VAULT DOOR I I O N I7/:;� �? I NSTALL WOOD INTERIOR BAR I I Z coDOOR I I '^ 00-0 -0 I I O w oU) Al-16 o MLLII I W W o ¢F� (noo I I c// M m CQ ZU M 0 I I Z O W J CO �m �m I I LL NLLco D D D D D D D D D D D D D D D D D m Z f ow � In C �Z I I = we N I OPEN TO ABOVE I Al-10 0° o N TBB-4SB BACK BAR I I a I I w I I � I I Al-17 I I 6i I I Q BAR I I o r' I Z o O CV FLIP UP ENTRANCE TO BAR I I (0 BAR DESIGN BY OTHERS G i r � O �� II ---------, MUG CHILLER I BEVERAGE IAR DD94-1-695" Al-18 � 0P P -- ---i 1------� •-_----- _ _ , , 1 Al-19 ,TBC-36SD/SB-GF BLACK BEER DISPENSER G STAIR WELL #2Al-20 I 00 I I � 00 I I zZ o I I > O H I I o Q O 03 L — — — — — — — — — — — — — — — — — — — — — — J II 11 / � W / W o ----------------------------------------------------------- N O LJ LL w >= STAIR WELL #1 U TOLEVIL 0 W _----- _ ---- O Ll Al-8 i J O UP O L VE TW 1- B1400 ICE MACHINE / STORAGE Al-9 BELOW U) 2- SY0894N REMOVE FI w / ICE MACHINES ON TOP WP t , ' Al-7 O \ I ELEVATOR J ' W J O J2-------------------------------------------------------------------------------------- ------------ ------------------ -------------------------------------------------------------------------------------------------------------------- Q W Zw Of N W LL 9~O LL LEVEL ONE POWER PLAN 1/4 — 1 0� '� O 0•*W , ,r A `eo 0 �`;.•• �,�CENSA `°��". � NO.38654 e1111 f ! 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BOX � � 33526 cm POWER COMPANY TRANS U LO Al-33 m z TIMER I.., QQ o _j • O N zZ LO 0 E °° OU MM o EXIT ® MAIN I"I W 0 Q D• D / Lo LL No. 386,04 e 0 / 0 Al-z Z (Nti Al- 22 Al- 22 34 \ a (� � Q N O° LL - N Al- 32 \ Al- 32 0 V _ z ❑ m N i _ a LY 00 �� M \ \ Al- 22 w ID' Q•D ,/ Al- 37 1 I D D 04 Al- 32 00 A1- 32 Al- 34 O oe ° D 1-3 C� CCC_ _ OS Al- 22 E� E D D EXIT � O°° D\ D \_ Al- 37 r — — — — — — — — — — — — — — — — — — — — -CN o `� -� I W � \ Oe Al- 22 - v) /' WPM Al-32 Al-32 D D / I Z p w 2 O Oe I I 0 '6ZWN o /'`V� � 0wN �_ ' O ° I 1 �/ �/ w I / I � T w O I I I I Al-22 QS I i J Z J� a Q w I / I i \ g� Z U) II I I Al-34 _ J A1- 22 m i a 0 �z D Ww w Q ® I / I \ N M Z M LOAD SUMMARY LEVEL ONE PANEL A l D D D D D D D D D D D D D D D D .'D / Z N w00 O n O n O n O n O n O n O n O n O n I0 0. co w 00 ���e a e Q e a e 4 e Q e a e d e a e I OPEN TO ABOVE Al-33 X v N DESCRIPTION KVA Al- 24 I \ TIMER 10 o a O I /LO GENERAL LIGHTING 1 5494 SQ, Ft. 0 1.3 WATTS PER SQ. FT. = -f,I � Al-26 � RECEPTACLES MAX = 10.0 Al- 28 j, I o -� ___ -01 i'1 1 I I \ / I / Al-22 w _ Q LARGE LOADS Or Al* l 31 _ \ - I \ I / Z WALK IN COOLER - (0.3 1- \ \ , / / I \ / / j o HVAC 6 TON UNIT NEAT = S.6 - _ \ I ; ; I u TOTAL LOAD = 32.0 � CALCULATED LOAD FOR SERVICE Is 32,0 KW 1I I Al- 38 DIVIDED BY 360 V = 89 AMPS / \ , \ \ �J 00 Al- 38 I \ I m 4 \ I \ 11 I z O O � O W Z _________ _, I \ L \ I r✓ Q m I— — \-\---------- 11 o O ® \ Al- 35 / ALL LIGHTING TO BE LED TYPICAL FIXTURE TYPE TO BE CHOSEN BY OWNER I O a ------------------------------------------------ \ \ ELECTRICAL LEGEND / \ LO O I Al- 38 11 11 � LL SWITCH A1- 38 \ / \ O ' \ Al-38 M O Al- 33 OS EXIT !-,------: !-!------: v --- !-!----- -_ !-!_---- W ----- ----- 4') PENDANT TYPE LED LIGHT $3 3 WAY DIMMER SWITCH ` u To Ev o ! - w z OS OCCUPANCY SENSOR \ Al- 2 11 11 Al- 38 U 0 \ / EXIT ® UP O LEVEL TWO 48" LED FLUORESCENT LED RECESSED CAN , NL W Al- 33 Al-38 LL O ELEVATOR / \ / \ EXIT - - _ i EXIT \ U) EXIT EMERGENCY COMBO EMERGENCY UNIT WITH \ ` J W J UNIT WITH BATTERY BACK UP BATTERY BACK UP \ Al- 33 O O TIME=-------------------------------------------------------------------------------------- ----------------------------- --------------------------------------------------------------------------------------- T WALL MOUNT LED LED DIRECTIONAL Q EXTERIOR FIXTURE LIGHTING \ Z N W NIL = LIGHT LIGHT LL U LEVEL ONE LIGHTING PLAN 1/4" = 1' 0" ® e��iv �``'j � � ••rrrrrr • ® SF 0 �. •` � E 2 0 T.L. • ?fkrm.kte 38654 P.O. �1�1 33526 �eiroit`M 200 AMP 42 CIR PANEL A-1 1 AIR HANDLER UNIT 6 TON 3P60 2 CONDENSER UNIT 6 TON 3P45 3 4 5 6 � EXTERIOR GFI RECEPTACLES 1P2O 8 LOUNGE RECEPTACLES iP20 9 ICE MACHINE RECEPTACLE 1P60 10 WATER FOUNTAIN 1P20 it LOUNGE RECEPTACLES 1P20 12 STAGE RECEPTACLES iP20 13 STAGE RECEPTACLES 1P20 14 GREEN RM RECEPTACLES IP20 15 GFI RESTROOM RECEPTACLE 1P20 16 REFRIGERATION RECEPTACLE 1P20 li REFRIGERATION RECEPTACLE 1P20 18 BAR GFI RECEPTACLES 1P20 19 REFRIGERATION RECEPTACLE 1P20 20 REFRIGERATION RECEPTACLE IP20 21 WATER HEALER 2P45 22 EXIT EMERGENCY LIGHTS IP20 23 24 LIGHTS iP20 25 WALK IN COOLER 3P35 26 LIGHTS 1P20 2� 28 LIGHTS iP2a 29 30 LIGHTS 1P20 31 LIGHTS 1P20 32 LIGHTS 1P20 33 LIGHTS WITH TIMER 1P20 34 LIGHTS iP20 35 LIGHTS 1P20 36 SPACE 3-i LIGHTS 1P20 38 EXIT EMERGENCY LIGHTS iP20 39 SPACE �'a FIRE ALARM CIRCUIT 1P20 41 SPACE 42 SPACE M z V N U') z M O I -I 0 O O � 0 N >M z `9 Q� cl) LLI BARtEDU`E42"ABOVE FINISH FLOOR _ O �'\ PRIVATE p QILL 0 / A2-18 RESTROOM Z W _z c \ \ P� Q N A ILL a C; } •' O D m N \ LYCID O)U') M U OFFICE _LL / \ ?o / \ 6" WALL N / ELEC & MECH RM M O --\--- ----------- - -- I O ------ N >- W 0 0 UJ LL < M 5 TON RTU ® J W Q L-IL N rr - - �Tr --- -IA2-1,3,5 W O u N Ilr - -IIII III Z OfLUN A2-21,23,25 i I I I I it (6 W c) rn>ui, III IIIII, _II II � w NZM IL _ J1I II T W o LL od I=1 1�1 F=t ---------- ___ p co '^ GF Gjl�t VJ U 5 TON R_T_U_ \ 0 A2-22,24,26 III O w J \ III I I A2-2,4,6 00 N I' It OPEN TO BELOW I L - J = m w ` LL _ _ J� — — - 1 a QD M w A2-33 00, ----1, ,I----- JX 0-011 11 Z Q 0 n Q m W D pp I ca00 U O I1 11 �J m °� > O 1 m W 1 i / F- z U z D Q Z 1 _ N — L ' Of A2-32 / - - I j Y U W W A2-17 m 0 rn m BAR m o o A� STAIR WELL #2 1 �� ?00 m � / '` w z ., A2-16 m ' A2-13 FO z _ 42" KNEE WALL m C w O 1 ' zZ z �FA;2-14 A2-15 z > W Z Oz W 3 —� co — , 5 TON RTUJ 5 TON RT_U W p ap O W m II r- III III I I I r - *L X A2-8,10,12 II IIII \�ii%III I11 IIA2-27,29� z -------------------------------- A2-26,28,30F A2-7,9,11 III IIII II� j� z o IIL -JIII \; / I \ I ILJ BOX ROOF DRAIN PIPE IL — JIII `� I I� lu J V `1J 11 11 i Z - LL I wz P TO ROOF �O STAIR WELL #1 / JO ------------------ OW q TO LEVEL 0 4E / FI �P W Q � LL CL ELEVATOR O� W J_ A2-19 J = ZW -------------------------------------------------------------------------------------------------------------------- N -------------------------------------------------------------------------------------------------------------------- W LL �O LL U LEVEL TWO POWER PLAN 1 /4" = 1' 0" O °�010ENS s s o. 3$65 E 3 6L�38654 P!4, +DAJ�33526 Z� " Lo z coco ao 00 �o 14" BAR LEDGE 42" ABOVE FINISH FLOOR O D ® o N A2-36 _ � 1 ui co A2-36 A2-3 ��JJ„ A2 36 �� U } N U" Z. U M OS O W A2-35 ~ - A2-35 �- W Z U) ti /--------� 1 A220 A LL a M �' >- 0D 04 6" WALL M A2-36"J A2-20 L) W LL o D O N 00 --------------------------------------- 0 ` JL 3 A2-36 A2-20� I I / O I / fV W Qc" � M A2-35 1 Al-36 - f J w a LL N A2-20 w m N \ `\ Z w0 En w w OS __________Q (D "t owe \------------- m O we 1 Z �ca Z W LOAD SUMMARY LEVEL TWO PANEL A 2 OPEN TO BELOW :; w w m �� z A2-36 \ \ O w M zw J w 00 co DESCRIPTION <VA04 a o0� GENERAL LIGHTING I / -� \ I _ \ I w 4638 SQ, FT. 6 1.3 WATTS PER SQ. FT. = 6.3 a o M RECEPTACLES MAX 10.0 LARGE LOADS a � / \ Z O HVAC 5 TON UNITS HEAT 3.5 X 4 14.0 O N �38 O TOTAL LOAD = 30.3 CALCULATED LOAD FOR SERVICE IS 30.3 <W - DIVIDED BY 360 V = 84 AMPS - _ A2-36 A2-34 , 42" KNEE WALL i 1 00 � w � 1 z �- d -37 ui II i z m O Z W Z _ - — - — --------------------------------------- W ° H �— - — - - — - A2-38 ` - - - - - A2-39 z ALL LIGHTING TO BE LED TYPICAL �—�� ' —' A2-40 _ - 1 - - w Q 0 FIXTURE TYPE TO BE CHOSEN A2-38 ' BOX ROOF DRAIN PIPE J ❑ ❑ 0 A2-37 BY OWNER ° A2-al _ ` \ \ \ z A2-37 A2-36:::::::. .::::::: =-- !--------=!------ �J ---- '----- 1 EXIT \ n/ ELECTRICAL LEGEND OS \ \ �� �� �� 1.0_ Lo J O$ SWITCH P T ROOF 1 `\ c PENDANT TYPE \-3 A2-36 D � w LED LIGHT $3 3 WAY DIMMER SWITCH \ct OS OCCUPANCY SENSOR Exlr Z W � IOW TO LEVEL O E 0 A2-34 ® w U J LED RECESSED CAN 48" LED FLUORESCENT pL - \ / - v O ' ELEVATOR �1 � � �1 Q (n A2 36 - \ \ w ;i LL a. EXIT A2-34 0 EXIT / EMERGENCY COMBO EMERGENCY UNIT WITH UNIT WITH BATTERY BACK UP BATTERY BACK UP w J 4 0-------------------------- ------------------------------------------------------------- ----------------------------- --------------------------------------------------------------------------------------- ----------------------------- WALL MOUNT LED EXTERIOR FIXTURE POOL TABLE LED HANGING LIGHT N NL = LIGHT LIGHT w F 90 LEVEL TWO LIGHTING PLAN 1/4" = 11011 11 U �,*N -se tic Eivio.. 0 s� E4 �r F to pl:� f41ab.38654 P. ;1'i' ' ��1k� 33526 200 AMP 42 CIR PANEL A-2 1 AIR HANDLER RTU 3P20 2 AIR HANDLER RTU 3P20 3 4 5 6 � CONDENSER RTU 3P45 8 CONDENSER RTU 3P45 9 10 11 12 13 RECEPTACLES 1P20 14 RECEPTACLES iP20 15 REFRIGERATON RECEPTACLE 1P20 16 BAR GFI RECEPTACLES IP20 1-1 REFRIGERATON RECEPTACLE 1P20 18 RECEPTACLES IP20 19 RECEPTACLES 1P20 20 1P20 21 CONDENSER RTU 3P45 22 CONDENSER RTU 3P45 23 24 25 26 2� AIR HANDLER RTU 3P20 28 AIR HANDLER RTU 3P20 29 30 31 32 33 REFRIGERATON RECEPTACLE IP20 34 LIGHTS WITH TIMER 1P20 35 LIGHTS IP20 3�o EXIT EMERGENCY LIGHTS 1P20 3-1 LIGHTS 1P20 38 LIGHTS 1P20 39 LIGHTS 1P20 40 LIGHTS iP20 41 LIGHTS iP20 42 REFRIGERATON RECEPTACLE 1P20 CM z04 U7 z M M 0 LL LL CD z Fm U 04V► >m � U M � cl) W Hill 11111111111111 z 0 00 W Zo ti IXIT L~L Q N °D < A a N m N Ly 0) Lo M U_ e • It,= LL LL O °D O e r 4 co v D M 4 ° s 4 u� D O ° IL O ° e • ) LLI -4 D IXIT Uj �floo - m ° N 1FE � J W a J r- — — — — — — — — — — — — — — — — — — — — — — — — — — — Z LL w o I I • W nocriM i i O�n1 I u D I I Z wwm N o I I NZM w W W zm w Lo c" D I I O O ° O I I = J z I I U) w z z I I a O � Z _ m I I z w L z i p I II L. O z M a W coLL°° O ° 00 0— o I I T XU� I I i �w v D v D u D u• D. c" D. v• D. �• D. D D- D m O N O° O° O° O° O° O° O O° °° I I (Lon e 4 e 4 e 4 e 4 e 4 e 4 e 4 s 4 e I I OPEN TO ABOVE I 1FE I I I I ij I I Q I I Z e� I I O N I I rn I I w b I I W I l � I I i - - - - - - - - i I 1------' ------1-------' I - - 0) IXIT { ♦ i- 00 I I m 1u' 4 Al- 38 LJJ I— m I I Q I I 0 I I O / I I / -------- _ Ed ® ❑® � w 1FE o CN O a - - - LU If�l loll l�l 11�1 � z EXIT.------I 1------• •------I -----' '----- -----• U TO LEVEL T O IXIT �U Q U) IXlt W Q UP rO L EVEI TWO L O \ iiiiiiiiiiiiiiiiiii[TFT �/ VJ W J ELEVATOR 0 = IXIT •---__ COI :__:_: •-----:I I------: --�' -- TZ „ EL --------------------- ----------------------J-------------------------�-------- Z W -------------------- Loa -------------------------------------------------------------------------------------------------------------------- 0� N W ~ MAXIMUM TRAVEL DISTANCE OF 80' TO ANY 90 0 EXIT ON THIS FLOOR. DOES NOT EXCEED THE LL �. 250' MAXIMUM TRAVEL DISTANCE PER CHAPTER 10 SECTION 1028.7 FBC 2014 5TH EDITION LEVEL ONE LIFE SAFETY PLAN 1/4" - 1' 0" NN`�o \�ICEAt;% 0 ;,Oo ;• I. NO.38654 LIS 1 T.L. +�b.38654 P.O. B f� L 33526 CM 10 z V N z M M N � O z >. tn � O 0 �5 "' 14" BAR LEDGE 42" ABOVE FINISH FLOOR D ® Fn 0 � ~ W w Q Q LL z oz Q W H C<1) N A LL d M � D �m fy coN O to M O � W 2 LL. N LL 6" WALL Q O N co M O � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O 0 Q - W E <J J w aLL04 w j)M �z 02WN W n W z o "z M W �— = wo �Z 06 z W z OU) Z vJ z uj IwIf wW L O Z M 1 W J °° LL V OPEN TO BELOW o a C-4 II 11 a0v ° 11 11 11 " Z ' _O w o rn co CD D - - - - - - 42" KNEE WALLrn d' Lu Z � W Z cio I J QN I I O I I I Z - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W ❑ Z p O W BOX ROOF DRAIN PIPE J N O J ti LL ExIT M P T RO F 0. ` w Z) ao EXIT w U (JI� Q IOW I TO LEV L 0 E V/^' V I ' ( 1 1�1 1�11 Ill L ELEVATOR O I 00-0 I •• _. �. W J �— J = Q 0- -------------------------------------------------------------------------------------------------------------------- Z W MAXIMUM TRAVEL DISTANCE OF 125' TO EXIT AT LEVEL ONE FROM THIS FLOOR. DOES NOT IL EXCEED THE 250' MAXIMUM TRAVEL DISTANCE O PER CHAPTER 10 SECTION 1028.7 FBC 2014 5TH IL >-- EDITION LEVEL TWO LIFE SAFETY PLAN 1/4 " = 1' 0" U «• o. 8654 4. LS 2 0.38654 FL 33526 i 9" VTR � 4 i131- X/TR ------------------ 6"MAX.------- TOE CLEARANCE z z I 17" MAX LAV DEPTH �-- 8" MIN KNEE CLEARANCE HANDICAP SINK DETAIL 1. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34" FROM THE FINISH FLOOR. EACH SINK SHALL BE MINIMUM OF 6 1/2" DEEP. 2. CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER OR 52" BY 72" FINISH INSIDE DIMENSIONS ADJACENT TO THE LAVATORY AREA. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY OR SINK DOWN TO SANITARY I INF RFI OW 54" MIN TOILET PAPER 42" MIN HOLDER HANDICAP TOILET DETAIL 18" MIN I/ '1 I CLEAR FLOOR SPACE --------------- GRAB BARS t 6C A GRAB BAR SHALL BE PROVIDE. LOCATED 33" INCHES FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED VERTICALLY TO THE TOP OF THE RAIL 1. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES 2. SHALL PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN THE RAIL AND THE WALL. 3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 LBS APPLIED AT ANY POINT. DOWNWARD OR HORIZONTALLY. 4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE LENGTH. SPECIAL NOTE: GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT. 5. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. ALL PLUMBING FIXTURES TO BE CHOSEN BY OWNER ADA COUNTER SECTION DETAIL NOT TO SCALE FRONT VIEW 3' 2%2" MINIMUM CLEAR OPENING I C\/CI rIAIC CAK11-rADV nDAIIV I IKID DI AAI IMP" — 1' (1" V M N z Z M M O00O O O N Z LL Zz� CD N M U' C� U '-' Lu w oLu LL' W Q C CR A LL o- M N m O O N cM w U_ = LL ziO LL M N W n�/ cr Q v CM J w rLLN W �v6M W w N oWn fznn V LV z m w " z 'n — wo = �z 06 z U) w z 0Z) _m Z U)w O cj) Ww LLZ w co N 0w M Z LLco LL � N`- O V w m o N 0U-)) an LLI a) ti r cc � m I r � CrC � G Z � W Z Q m 0 � ry N0 u') J w �- w z Q Z) U)0 WU J 0 Q U) W Q LL 0 L.L J L LI J 0 = 0� Q L.L zw 0�N L1J LL LL F- U im LEVEL TWO SANITARY DRAIN LINE PLAN 3/16" = 1' 0" HI LOW A.D.A. WATER FOUNTAIN DETAIL NOT TO SCALE 11111111,