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HomeMy WebLinkAbout38421 5th Ave (4)THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2014 FLORIDA BUILDING CODE 5TH EDITION T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: SLAB: LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P.S.F. WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2014 FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2014 FLORIDA BUILDING CODE SECTION 1609.1.1. COMPONENT & CLADDING WIND LOADS 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=+/- 0.18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL. ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE VB CONSTRUCTION PER FBC 602.5 SOIL BEARING & COMPACTION: 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 +32.31-89.0 4 N/A +35.31-38.2 5 N/A +35.31-47.2 THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. ( MINIMUM) . THE CONTRACTOR/PROPERTY 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. FOUNDATION LOADING. T.L. HANSON; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING. T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS. FOUNDATIONS & SLAB -ON -GRADE: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT 1T CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND TERMITE POISONED SOIL. CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER FINAL SITE GRADING) . THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS. SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE SHALL STATE LB IL IN DATA n FLO a..N TYPE: SIRE 'ROTE-TI Na SPRINKLER S'T" TE ) s, 1 � � s ;e �`• � A rr rt, "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING & COMPACTION ARE COMPLETE ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED ( INCLUDING ANY BOXED OR FORMED AREAS) - BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. 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 MU5T 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. 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 AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS EXTERIOR WINDOWS & DOOR ASSEMBLIES: ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 1011152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. 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. SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL — SECTION R308: (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 9,0 INCHES ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN &0 INCHES ABOVE THE FINISHED FLOOR OR WALKING SURFACE. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN '3 5Q, FT, B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING, DRAFTSTOPPING: IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ, FT. ' . ss, , o �- O. M ■. � � n sty III III . , 1 1. i k��tIW[SATE %� CITY IMF,E.► HY€IILL PLAIS EXAMINE1Yh ALL W®RIB SHALL CO MPI*( WITH PREVAILING CODES FLORIDABUILDING CODE, CODE, AND NATIONAL EPHYRHILLS Op D NANCF civ SITE REVIEW DATE I - o - CITY OF ZEPHYRHIL S PLAN EXAMINED r 1 R 3229 / 15 — 215 PEOPLE LEVEL TWO .tee ee.—e— a `. -r. e.�,e_ d e_e_ e d a e_eve e e ee...r a �, oe 1111 815/ 200 = 4 PEOPLE AR INTERIOR 3260 / 15 = 217 PEOPLE LEVEL TWO ELECTI ANE BAR 735 / 200 = 4 PEOPLE LEVEL TW LOADA L TI 459 / 15 = 30 PEOPLE LEVEL TWO 155 /A BAR EXTERIOR 459 / 15 — 31 PEOPLE SHEET 1: LEVEL 165 N/A STAIR WELL #1 155 N/A 482 / 300 — 2 PEOPLE STAIR WELL 2 165 N/A ELEVATOR 64 N/A SHEET : LEVEL TWO LIFEL 125 N/A 64 N/A TOTAL 4838 5494 TOTAL AREA 10332 11 (352) a21-55 48 � ar CONSULTING ENGINEERS ENGINEERING 5U5INE85 NO. E55030 Fost Office Oox 1"128 Dads City, Florida 3352(o THOMAS L. NAN50N, F'E 38654 'er PO BOX 1728 DADE CITY, FL 33526 (352) 521-5848 5290 S. ROMANS AVE. INVERNESS, FL 34452 (352) 726-2332 30' 10" 54" 3' 4" REMOVE WINDOW AND INSTALL NEW DOOR. LINTEL TO REMAIN. BLOCK FILL OPENING AS NEEDED s p C. D O o ° DRY GOODS STORAGE Q °° 0 a �, D 3-RISERS @ 7" WITH 2-11" ° D 4' 0" d STEPS TO STAGE FLOOR o ,- GREEN ROOM �• D ❑ O ° o• D Y ° Oe Z On p 0 v D O ° p INSULATED WALL PANELS INSTALLED ° O D FROM CONCRETE TO BOTTOM OF THE °e ' EXISTING CONCRETE VAULT ROOF p w o D W ° D 2 e U) Lu p 0 D FLIP UP ENTRANCE TO BAR WALK IN COOLER ° 0 o• e p 9101, �• D O ° REMOVE VAULT DOOR BAR INSTALL WOOD INTERIOR DOOR s p fn 0 co 0 IT n n 8'9" T2" c Z x DDW ° Oe p pop rnw cn 0 o DG m W C., D C.,O C.,O v D D > > u D u D � > D m z Z s e s O° a O° Ons 4 s Q 4 a 4 4 s d s a a U O V Z N ETBB-4SB BACK BAR 0 M CD BAR FLIP UP ENTRANCE TO BAR BAR DESIGN BY OTHERS r MUG CHILLER r BEVERAGE IAR DD94-1-B95" TBC-36SD/SB-GF BLACK BEER DISPENSER 260" 168" DRYWALL OVER WINDOW ON THE INTERIOR OF THE BUILDING 7" ELEVATED PLATFORM BOX COLUMN WITH BENCH SEATING 36" TALL WALL FULL HEIGHT WALL in ------------------------------------------------- Ul To Ev L TV 0 STAIR WELL #1 ADD WALLS TO COVER ENTRANCE TO BELOW C) STAIRS UP TO L VEL TWO 1- B1400 ICE MACHINE STORAGE BELOW 2- SY0894N REMOVE ICE MACHINES ON TOP co (V SIDE WALK EDGE NOTE: CUTTING OF EXISTING LEVEL TWO CONCRETE FLOOR SYSTEM IS STRUCTURALLY ACCEPTABLE 22' 0" 3' 8" 0 80' 0" 10, 0" 5' 4" _ 20' 8" DRYWALL OVER WINDOW ON THE INTERIOR OF THE BUILDING ---� cc 0 SITE BUILT WOOD STAGE SEE DETAIL. STAGE TO HAVE SPRINKLER HEAD BELOW 11 T 4„ 3' 0„ LO 4' 4% r \ c I STAGE �- 0 WOMEN 00 18' 1 %" OM — — — — — — — — — — — — — — — — — — I 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 M I I N I I I I I I I I I I OPEN TO ABOVE I I I I I I I I I I I I I I I I I I 00 00� �O I I 00 I I M I I I I I I I I I I I I L Jol BOX COLUMN BOX COLUMN BOX COLUMN REMOVE GLASS AT ELEVATOR WALL AND BLOCK FILL OPENING ENTRANCE i i ELEVATOR ENTRY #1 10'0" CLG E]i]Y SIDE WALK EDGE T T1 11 11 11 11 11 11 J CUT AWAY BLOCK BELOW EXISTING 16" FORMED TIE BEAM AND INSTALL NEW DOOR UNIT. SEE DETAIL S-1 S-3 3' 4" 4' 6" POWER IlleCOMPANY TRANS 600 AMP ELECTRICAtIN Q MECHANICAL a ROOM N J Z d 6 TdN'AH SUSPENDED ORbM CEILI1G WITH PAN BELd1�/ II II II L — — — — — LL — — — — z W ❑~ o °�W (DWQ cold= lam•' ---, 8' 5 Y8" Rn r � i r N �aCV MEN 00aCV ENTRANCE ❑A ENTRY #2 10'0" CLG 3' 11 " STAIR WELL #2 0 CUT OPENING AT THIS LOCATION FOR ROLL UP DOOR. EXISTING LINTEL IS AT OPENING SEE DETAIL S-2 a� Z I a I SERVING SHELFSHELF 5' 4" :��4 5' 4" 9' 6" 8' 8" 4' 0" �} 7 1/2"X6" ALUMINUM STRUCTURAL OI O� O1 ANGLE ATTACHED TO FACE OF THE BLOCK WALL WITH 5/8"X5" EXPANSION BOLTS 12" OC ----------------------- - - - - ---------- - - - - ------ - - - - -------------------------- --- ----------------------------- 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 EDC OF EXISTING SIDE WALK SID WALK EDGE 10' 2'/4" _ 10' 2'/4" 10' 2'/4" 10' 2'/4" 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" co �o N W 0 w III z J u- o 00 0 w w w 0 0 ill C'7 N SIDE WALK EDGE O ti IlC"��`� T.9 NSOt4�.E* LICENSE QdD8654 P.d P,O,X 1728, -D��pp� )EbCITY; f 33526 I HERBY CERTIFY FHAT FHESE P "Z SPECIFICATIONS WERE PREP' A`E E 1`.ME �3� E YflIRECT SUPERVISION ARE IN CO F6, SECTION 1609 OF THE FLORIDA BUILDIQ lDITION AND ASCE 7-10 FOR 139 MPH WIND t 113 RIV CATEGORY 11 M i U ZLo Z (DM r.., W p o CD N X Z OJ ti ❑ u- CO Z J L ? N ® m U co / w X ® x ®w2c/)ti ► 2¢N Apart U } N ❑ L9 Q 0) L() M J � W z� FL W00 (n Lu N 0 c{1 lu m v r m ro 0 m m O w LU Lu u O Z - w o �� z 3: Lu �J a O�w �z O LZU w Q Z 1 1 O O cn 6 Ln > O O w a) co i- N z O W z Q 00 80' 0" 0 0 Cn 8' 7" 3' 8" uj O ~ 11 11 z_ O L O > O� J Z (' :- = o lips F_ J In9�� ' 00m 9101, 2' 5" In -1 0 Zo �� m co U) W Y m m n o O U Z z I(�� o > J m O �I Z N Q m Y Q W W m < m m BAR mm cn v--A a �= Z� O F- En zLL m _ 0 ;a m w_O Oz > W F W o l- > Z 0W Y x 0 D ¢ ---" F-, J O z m I Z 7 9 C 0 O m rn 0 I (n n I I v = I W FLIP UP ENTRANCE TO BAR T �u 0 5' 0" 30' 10" 5' 4" 1 Y 0" 5' 4" DRYWALL OVER WINDOW DRYWALL OVER WINDOW ON THE INTERIOR OF THE ON THE INTERIOR OF THE BUILDING BUILDING 14" BAR LEDGE 42" ABOVE FINISH FLOOR 35' 0" 0 0 it> irk BAR DESIGN BY OTHERS 00 c� 0 cn N O 1 (n N� 91011 3' 011 z o d' STAIR WELL #1 4' 9" 8 DRYWALL OVER WINDOW ON THE INTERIOR OF THE BUILDING 0 BOX ROOF DRAIN PIPE a o O zo OFFICE PRIVATE o ❑ rn © RESTROOM N 12' 11" \ ❑ 00 M � MEN CV REMOVE WATER FOUNTAIN CLOSE OPENING AS SHOWN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 1 n EDGE OF CUT OUT CONCRETE FLOOR WITH STEEL BEAM BELOW FORM AND POUR CONCRETE EDGE AT THIS LOCATION, SEE DETAILS S-4 CLOSE DOOR OPENING 20' 0" OPEN TO BELOW CUT AWAY AND REMOVE EXISTING DOUBLE T CONCRETE FLOOR SYSTEM AT THIS AREA. REMOVING THIS SECTION OF FLOOR DOES NOT EFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING 42" BALCONY RAILING WITH 4" OC BALUSTERS. RAILING TO BE INSTALLED TO RESISTS 250 LBS OF FORCE co KD (V E ? 6" WALL ELEC & MECH RM �\ UNI SEX 1 O O 11 a) ❑ r 2 7_ 2" 5' 4%" V6= EXISTING WOMEN ADD NEW DOOR OPENING FORM AND POUR CONCRETE EDGE AT THIS LOCATION, SEE DETAILS S-4 I EDGE OF CUT OUT CONCRETE FLOOR WITH STEEL BEAM BELOW 11 " I I - - - - - BOX ROOF DRAIN PIPE I I I ENTRANCE ELEVATOR ; ; 22' 0" I_ 16' 3" REMOVE BIFOLD AND INSTALL SWING DOOR \STAI R WELL #2 D 42" KNEE WALL Fu o a a a a 5' 4" ' 4' 5' 4" 10' 2" 8' 0" 4' 0" 6"X8" ALUMINUM STRUCTURAL I BEAM SUPPORTING CONCRETE FLOOR BALCONY �\\J ABOVE THAT WILL CANTILEVER OUT TO EDGE \\J OF EXISTING SIDE WALK 5" SQUARE 114" THICK WALL ALUMINUM STRUCTURAL COLUMN 42" BALCONY RAILING --------------------------------------------------------- --------------------------- ----------------------------- ----- ------------------ ------ - ----------------------------- 0" 10' 21/" 10' 21/4" S-3 10 2'/a" 10' 2'/" 80' 0" PROPOSED LEVEL TWO FLOOR PLAN 1 /4" = 11011 DIMENSIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED BY CONTRACTOR BEFORE NEW CONSTRUCTIONS BEGINS 41' 9" DRYWALL OVER WINDOW ON THE INTERIOR OF THE BUILDING O DRYWALL OVER WINDOW (o ON THE INTERIOR OF THE N BUILDING 3' 0" w C7 0 w w z LL O O O W Lu O U ON 50 OAS T.L. HA PN P F;.3$1ENSE RCbt3B654 P.O. BC C.%728, DADS CITY, F4 53E I HERBY CERTIPY�fNAT TH FPPANS At SPECIFICATIONS WERE PREPARE°b > �IVVIE OR UND II�CT SUPERVISION ARE IN COMPLIA[J FTH I�, fkk "CTION 1609 OF THE FLORIDA BUILDINC3sC���E'tON AND ASCE 7-10 FOR 139 MPH WIND 0)'N CORY 11 co V U) N Z Lo Z co ,.., W p o Q� O (� N X Z OJ N u- z J>: I 5 ♦- ' m v c� QW UQ u I I W g� o Q N A 00- N } 0 m Ln Qm Lo M J � a z = u- W C 9 Z) ® ui N 00 C'M r a) Lu Z x ttl c0 Q c+l c*1 CS) M m 1U 0 Z - z Z— o>�o Z Ulm o� _ 111 -j lU73 i � O fu W Q Z 1 1 O o L6 O c) Lu rn T 00 j co I CN p w z O SOUTH ELEVATION 1 /411 = 1' 0" EAST ELEVATION 1 /411 = 1' 0" mso e T.!,�I ASOr�49*l. LICENSE bE38654 P.f . 'trOX 1728, DADWITY,,�33526 I HERBY CER I ''(HAT T I P4V� m- SPECIFICATIONS WERE PREPARES, Y ME OR ��I AF31RECT SUPERVISION ARE IN COMPLIAtJ ITk�FfP�Ft SECTION 1609 OF THE FLORIDA BUILDIN��S �I�DITION AND ASCE 7-10 FOR 139 MPH WIND'Zk Ng RISK CATEGORY II 4 0 ■ m U U� Z M z �M U) Woo °moo N Z 0 (DO ti ° I t. L9 z J co, U co � Qo Uq Q N A O o. N >- ° m Ln Q 03 LN fM Q � W Z L' W U1 WO U Wf N co co m co d) ill W m v Q m m Z N W U1 ul u O z o z c� cfj z � lu zm a 6� ua O �w ow m r 00 � r m cq 4 r p w Q Q z m 1 7; VJ NORTH ELEVATION 1 /411 = 1' O" WEST ELEVATION 1 /4" = 1' O" Ii. ANSOfat P.E LICMBE-NO. 38654 BOX 17 §�DEe Y�L 33526 I HERBY CEiiFY T AT T s5,0,HIR SS AND SPECIFICATIONS WERE PREP .@Y UMY DIRECT SUPERVISION ARE IN COMFL §ydib 16, SECTION 1609 OF THE FLORIDA BUIL IN ODE. 20114 5TH EDITION AND ASCE 7-10 FOR 139 MPH WIN6� bNE RISK CATEGORY 11 M U Z � Vr M M W a❑ ti 0❑ � o N ulZ -i ti ❑L� Z J � my M J H-1 Q W L) Q � Q N A p IZ A U }. N ❑ co, Q rn 04 ED M Q W _ U_ Z u- W O cM f m rn cn Lu m z a� O z Ul UJ W W� u o w u O z O;,N z z a � UU1 �z m a� uzi 0) r I r m r Z o W Q z m 0 I U) z J 29 GA MASTER RIB METAL ROOFING ATTACHED TO 2X4 PURLINS PER MANUFACTURE SPECIFICATIONS 2"X4"X0.050X0.120" ALUMINUM PURLINS @ 24" OC ATTACHED TO TOP OF ALUMINUM ROOF JOIST WITH 2-1/4"X3" SIDS 6"X8" ALUMINUM STRUCTURAL I BEAM SUPPORTING ROOF SYSTEM 11011 5" SQUARE 1/4" THICK WALL ALUMINUM STRUCTURAL COLUMN to 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 FLASH AT TOP OF ROOF METAL AND TO FACE OF BLOCK WALL BEHIND STUCCO SECURE ALUMINUM ROOF JOIST TO FACE OF BLOCK WALL WITH 1-SIMPSON HL33 HEAVY ANGLE AT EACH SIDE WITH 1/2" THRU BOLT IN JOIST AND 1-1/2"X4" EXPANSION BOLT IN WALL 12 3 PM @ 36, pG ,p50X0i SECURE ALUMINUM ROOF JOIST TO TOP OF BEAM WITH 1- SIMPSON HL33 HEAVY ANGLE AT EACH SIDE WITH 1/2" THRU BOLT IN JOIST AND 1-1/2" BOLT TO BEAM BELOW AT EACH SIDE 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 21811 MAXIMUM CANTILEVER 31011 WELD BEAM JOIST TO ANGLE AT EACH SIDE TYPICAL WELD BEAM TO TOP OF EACH POST AT EACH SIDE TYPICAL 8'3Y211+- DECORATIVE CEMENTITIOUS BRICK FINISH ON ALL EXTERIOR WALLS 4" 3000 PSI CONCRETE DECK WITH WIRE MESH OVER CLEAN COMPACT SOIL TOP OF EXISTING PARAPET WALL EXISTING ROOF DECK EXISTING LEVEL TWO BAI2 JOIST 3/4" R4.5 TUFF R INSULATION BOARD 1X2 PT FURING STRIPS 16" OC 1/2" GYPSUM BOARD 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 4" c� 2' 011 MAXIMUM .a. 'e MINIMUM 3/16"X 4" WIDE 8" LONG STEEL FLAT PLATE WELDED TO END OF PIPE AND PLACED AT BOTTOM OF NEW SLAB POUR WITH 4 EACH 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 2" MIN 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 ALONG THE EDGE CONCRETE TO BE MINIMUM 3000 PSI 245 AT LOCATIONS SHOWN RUNNING THE LENGTH OF THE POUR TIED TO REBAR. �s.ede.a0s"e0e-ad%.ade.-I.. dam 'EXISTING PRECAST 6" SLAB EXISTING STEEL I BEAM LEVEL TWO SLAB EXTENSION DETAIL S-4 SLAB STAGE DETAIL S-4 NOT TO SCALE e— CO 80 •s 0 'e 0 L. CUT AWAY BLOCK BELOW EXISTING 16" O • e e °•! ° POURED BOND BEAM TO ALLOW FOR NEW DOOR AS SHOWN ON ELEVATIONS °•! o ° e•.e0 FILL CELLS AT EACH SIDE OF OPENING SOLID WITH 2500 PSI �••,a0 I •' •e .e0 O .' 'e .e0 ° . °b D . ! 40 CONCRETE I •e .e0 's .eb I •a .e0 O . •e 0 O . •e 0 D I"s . ° 0 •e •a . °r-•ae- ."ve-'e•-.°••_.e•_ •..e•!..e!..°•• .e•• ..e•• .e•!-'e�e-'e•.'N. •e .e0 _.e•!_.e•_.°•_.e••_ -'e••-'e••-•e•-•e•' CUT AWAY BLOCK BELOW EXISTING 16" POURED BOND BEAM TO ALLOW FOR i.•-'e•"e• •a ,e0 •e . ° 0 s ! .e•-'s�•- "a•.-'e.-'e•-'e•- ."e••-'e•-'°._ •a 0 e ! D a O. ° •! ° ' °•! n ' I ,• D ,' ° n! °0 NEW DOOR AND TRANSOM AS SHOWN ON ELEVATIONS a! 40 .' a_ e •e .e0 'e ,e0 I e 'e .eD e, •e .e0 •e °0 •.e0 e FILL CELLS AT EACH SIDE OF D ►. a• °0 OPENING SOLID WITH 2500 PSI ►, e• °0 ► , ,' CONCRETE 'a 0 •e 0 I e • e. • � e • e �•e .e0 e •e•.e0 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 ►' s. s. s. s. s.'•' a. O..' s.'' '' '' '' '' '' s. D. e. s. s.• s. °. s.. s. 1°_! ,e_! e_! ,e_! ,e_! e_! s••" e•! _ EXISTING 1R" PnURFD RnND RFAM' e•! ,e u,! ,e•! e•! e•! e•! e•! el 1•s . -0•° 0'4 0•4 0•e A% . �O•e -b•a 0•4 . 0% 0•e . 0•a 0•e . 0•4 . 0•e 0'4 0's 0's 0•a b•a 0•4 . -0•4 A% . -0•a D .'•• a.,.. '•' O.sO.0 O O • O. O .,.. O.e A.'.- OeO.e D.s.e •e,Oee ! ° ! o e•e• •, ,! s,! e,! e,! ,! ! c•! ,! ,! e,• e ! .te! u, • a, O. •. O. I •s 0 'e 0 •. A., e•_ 1's b 'a 0 CUT AWAY BLOCK BELOW EXISTING 16" a ° a !° ' POURED BOND BEAM TO ALLOW FOR NEW ROLL UP DOOR AS SHOWN ON eb ° •°0 ELEVATIONS ° �•s .e0 'e .e0 I •o•.eD 'e .e0 1•a 0 FILL CELLS AT EACH SIDE OF 'e 0 °0 •' • •' •. OPENING SOLID WITH 2500 PSI CONCRETE •' ° 't •. s b a O e ! e !o 'e 'o 'o ° o 'e 'a D 1'a .e0 �•a .eb CUT OPENING IN WALL DETAIL FOR DOOR S-2 NOT TO SCALE a V%ANS®N ����� • fLjSiANAN P4E ENi"O_. 38654 P,;O�B4OX 1728 R CITY!<-33526 I HERBY CEft,Tlfw THA HE ,L' "ND SPECIFICATIONS WERE PREPARY DIRECT SUPERVISION ARE IN COMPLIA 16, SECTION 1609 OF THE FLORIDA BUILDIt42014 H EDITION AND ASCE 7-10 FOR 139 MPH WIND f 41�fklSK CATEGORY II cm U rn Lo Z M Z. cf) ,.., W r) o 0 = o (D N Z OJ � � tL cfl J u') H � J Q Q W � U) O 2 Q CV A on- M Uy p 00 t Q rn M —i W U z T LL W fn WO fA �•- W N W00 M O fit O CN Z o z c0 � N mew u O zz o z o�o cn c) z z JU z� 111 -6 J t� zz ++r O W 0 i' N m 4 00 r � W � Q o Z m NOT TO SCALE 2 200 AMP 42 CIR PANEL A-1 i AIR HANDLER UNIT 6 TON 3P(o0 2 CONDENSER UNIT 6 TON 3P45 3 4 5 6 7 EXTERIOR Carl RECEPTACLES IP20 S LOUNGE RECEPTACLES 1P20 `3 ICE MACHINE RECEPTACLE 1P60 10 WATER FOUNTAIN IP20 1 i LOUNGE RECEPTACLES 1P20 12 STAGE RECEPTACLES IP20 13 STAGE RECEPTACLES 1P20 14 GREEN RM RECEPTACLES 1P20 15 GFI RESTROOM RECEPTACLE 1P20 16 REFRIGERATION RECEPTACLE 1P20 1-1 REFRIGERATION RECEPTACLE IP20 IS 5AR GFI RECEPTACLES IP20 19 REFRIGERATION RECEPTACLE IP20 20 REFRIGERATION RECEPTACLE IP20 21 WATER HEATER 2P45 22 EXIT / EMERGENCY LIGHTS 1P20 23 24 LIGHTS 1P20 25 WALK IN COOLER 3P35 26 LIGHTS 1P20 21 2& LIGHTS 1P20 2S 30 LIGHTS 1P20 31 LIGHTS 1P20 32 LIGHTS 1P20 33 LIGHTS WITH TIMER 1P20 34 LIGHTS 11=20 35 LIGHTS 1P20 36 SPACE 3-1 LIGHTS 1P20 38 EXIT / EMERGENCY LIGHTS 1P20 39 SPACE 40 FIRE ALARM CIRCUIT 1P20 41 SPACE 42 SPACE LOAD SUMMARY LEVEL ONE PANEL A 1 DESCRIPTION KVA GENERAL LIGHTING 54134 SQ, FT. -s 1.3 WATTS PER 80. FT. _ 1.1 RECEPTACLES MAX = 10.0 LARGE LOADS WALK IN COOLER 6.3 HVAC ro TON UNIT HEAT = 6.6 TOTAL LOAD - 32'0 CALCULATED LOAD FOR SERVICE IS 32.0 KW DIVIDED 5Y 360 V = 89 AMPS ALL LIGHTING TO BE LED TYPICAL FIXTURE TYPE TO BE CHOSEN BY OWNER ELECTRICAL LEGEND 0 $ SWITCH PENDANT TYPE D LED LIGHT $3 3 WAY DIMMER SWITCH 48" LED FLUORESCENT OS OCCUPANCY SENSOR O LED RECESSED CAN EXIT / EMERGENCY COMBO EMERGENCY UNIT WITH UNIT WITH BATTERY BACK UP BATTERY BACK UP Q WALL MOUNT LED EXTERIOR FIXTURE (� n n LED DIRECTIONAL LIGHTING NIL = LIGHT LIGHT A1- 33 TIMER POWER COMPANY TRANS I LEVEL ONE LIGHTING PLAN 1/4" = 1' 0" `a�v�'ea 65a `°�o% r, cap ,C4 4G ril--= T.L.fHPO{V P.E�LL�,s10:38654 " P.O.E'ITAY,6` 33526 S'®��:o����e U m ZLo M M ,.., W p o EE o (� N Z OJ ti Lo J } � H J Q cl W fA c c� < N A0CLN 0 co T Z co N Q (M J W Q _ _U Z �- w U) 0 o� c/)oo M T- wLo W L-J� ¢ c M J W Q u. c\J ® LLJ co 2 ui cl) Z 0� W N Q CD �' Lo co W N W m O N c7 in L1_I w — (Zi z J 06 Z U) W z OZ) m Z Cn z 0 "' ® W W O N L0 Z C� Z w J 00 lL Qco04 CL 00 ��� T O U W i m � N ao� lii I- Q Z O 0) W w 0) 00 i- N z o W Q p p O Z m O m U. \77---I- ---7 %" VTR I , /011 \/To --- 6" MAX. ------- TOE CLEARANCE - -i - - - " - _Z z z o 07 N fh 17" MAX LAV DEPTH ' ' S" MIN KNEE CLEARANCE SINK 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 Il(l1A/PI Tn CANIITARV I INF RFI 01A/ 54" MIN TOILET PAPER 42" MIN HOLDER T HANDICAP TOILET DETAIL CLEAR FLOOR SPACE -------------- GRAB BARS 1460" M I N 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 1 112 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 LEVEL TWO SANITARY DRAIN LINE PLAN 3/16" = 1' 0" ADA COUNTER SECTION DETAIL NOT TO SCALE I=Z91111RATILTi9 3' 2'/Z' i MINIMUM CLEAR OPENING 6%" I 3/„ O I O I HI LOW A.D.A. WATER FOUNTAIN DETAIL NOT TO SCALE I C\/CI lIAIC 0AKIITACV I'1CAIAI I IAIC 01 Anl '2/-lall — -11 nn '• 7 lir h ANSN PEE. LICEQ'E NO. 38654 Pb. PDX 1728, CI F633526 IHERBY C-- IPYTHA`PTHES SAND SPECIFICATIONS WERE PREPA ��BY MEFl4DFi1Y DIRECT SUPERVISION ARe IN COMPLIA T R 16, SECTION 1609 OF THE FLORNDA BUILCStN 14 fiH EDITION AND ASCE 7-10 FOR 139 MPH WINE'RISK CATEGORY 11 10. U M ZM Z Ur fM M m W p o o () N Z OJ to � LO_ c0 zJ>-19 ��� m V M t-i J Q LLJ LL 0 Q LL W �U) o Q N A O a C; U} N p co, Q w Lo M -� W Q Z L- W U) 0 ® w N M m ill 1U O ry m xLtj WZ �u O z u I- Z m U uj a� zz CS) Nz d O;6 44 UJU u.i � r r Z r CL O O v- _ � 6 In j O O W w O 00 i- m N d'. r � W Z 0 Q o m O z w w F— V V O U CO �n m 14) m