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Home My WebLink About38445 5th Ave"MITTED PLANfS)14AVE MEN ltEVtEVYAW 3Y ZEP RHIL S FIRE MARSHAL'S OFFICE Date: 1 ) C D 1- Grating at the balcony is replaced with poured in place concrete. 2- Stair treads are precast concrete slabs instead of grated treads. 3- Staircase is straight with landing in the middle. 4- Roof will cover entire balcony. 5- Columns sustaining the balcony will have concrete footers on the ground instead of being supported from the kitchen wall. Ui -Io-t Y 6- All handrail will comply with latest building codes. 7- Balcony will not be reduced in width where the staircase connects to it. 6 z r r LU � $ W 0 0 IL d 6 6 O N m 2 �C 3 m� �Q H O O W U) A O O O O C U N � � m A.01 I/4"X3"X3" STEEL TUB COLUMNS (TYP SEE DETAIL (A) STEEL 5ALCONY FLOOR PLAN 1/41' = 11 0 11 WINDOW AND DOOR ARE LOCATED AT THERE APPROXIMATE LOCATIONS. THE LOCATIONS DO NOT EFFECT DECK DRAWINGS OVERED BALCONY FLOOR 4 ELECTRICAL PLAN 1/411 = 11 oil JLAN'S' CODE CONFORMANCE BUILDING CODE ELECTRICAL CODE BUILDING TYPE CONSTRUCTION TYPE ADA CHAPTER 11 NFPA01 LIFE SAFETY FBC-PLUMBING FBC-MECHANICAL DESIGN WIND SPEED: ALTERATION LEVEL RISK CATEGORY WIND EXPOSURE INTERNAL PRESURE DESIGN WIND PRESSURE HIGH VELOCITY HURRICANE ZONE HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE SPRINKLER SYSTEM FIRE ALARM SYSTEM FBC 2010 2008 NEC, NFP 70 EXISTING TYPE II-B FBC 2010 FBC 2009 FBC 2010 FBC 2010 140 MPH I I I I C +0.18 MAX 30 PSF NO _ NO NO YES YES CIS V`f 1 LLI l THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF L REF'AI,78 OR DELAY TO THE CONSTRUCTION I it -- 1 - - - - - EAST ELEVATION 1/4" = 1 O'I EAST ELEVATION 1/411 = 1' o" THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION WINDOWS AND DOORS ARE NOT SHOWN NoRTI--I ELEVATION 1/4" = 11 OII 25' 4" + - 16 O" + - n FOUNDATION PLAN 1/411 = II O" 1211" i-- .Q Q z 0 a a ( m o z � t o z Q G O Q' � l.I.t 0- O U tu:j A� o� UZ t�l � p � iu U4 o� 00 ao AC � FIGS 2OF3 GENERAL NOTESS THIS pRAWIWs 14AO BEEN DESI(SNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE ANO, 200% OUPPLIS"Iff"TO ApKAY MMERNG NCt A RECOTEREP UCREP, FLO RIDA PRM6510NAL OTRr-TURAL EWSIN—ING, COMPANY- WAS APPLIED - RATIONAL ANALY 616- FOR THE STRUCTURAL DESIGN or THIS *Tr"jclrumff T14E OR -AWING ( INCLUDING ALL COMP04WS AND CLADDI NG6 644ALL 15E DESIGNED FOR THE pOLLO"NG SUpERIMf*ObEO LOADS FLOORS, LrYE LOADS 40 r,6.F, DEAD LOADS 10 P-6,F, ROOF. LIVE LOADS (TRUSS TOP CORD) 20 P-S, P, DEAD LOADS CMU" TOP CORD) tO P.b.F, DEAD LOAD (MUSS BOTTOM CORD) - 1'0 P'S ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) P-6-F, WIND DESIGN AO&UMI'TION6- I5UtLDIwv Rxfloemm - a BUILDING IMPORTANCE FACTOR - 1,0 MEAN ROOF HEIGHT 30'Ofq LESS WEIGHT a EXPOSURE ADAATM04TS COEFFICIS NT 1,0 ENCLOSED BUILDING INTERNAL PRESSURE C019"CIENT "'S SEE WIND SPEED AT BOTTOM RIGHT OF ALL 6+4 MG $OIL BEARING 4 COMPACTIONt THE" PLANS WERE DRAWN BASED UPON AN ALLOWABLE 6 OIL BEARING CAPACJTY OF 2000 MINIMUM ) TIM C.ONTRACTOR/PROPIERTY OW NIER to RESPONSIBLE FOR VERIF-riNd THAT T14E 601L ON THE 61TE 16 PROPERLY PREPARED AN 0 COMPACTED SUCH T14AT IT CAN SUPPORT A 20,00 P,S.F. FOUNDATION LOADING ARKAY ENGINEERING INC. A REGISTERED LICENSED FLOR CA PROFESSIONAL 6TRUC-TURAL ENGINEERING COMPANY, DESIGNED TH06M FOUNDATIONS W tNOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY 601L TESTING ' ARKAY ENGINEERING INC SMALL NOT ME RESPONSIBLE FO R THE SITE SOL ABILITY TO 6UPPORT THE BUILDING LOADS FOUNDATION 4 SLAB — OW GRADE NOTES s BUILDINd SITE SMALL ME SCRAPED TO REMOVE ALL ORGA NIC MATERIALS,, ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD Aft RA, SMALL BE COMPACTED 6UC44 T14AT IT CAN ADEOUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING, SLAB SMALL BE PLACE OVER A i* Mill. VAPOR BARRIER ON CLEA N ADEQUATELY COMPACTED AND TERMITE POISONED SOL CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHIA LL HAVE A MINIMUM 26 DAY ComPRE66W. STRENGTH OF: 3000 REINFORCANS STEEL 614ALL BE GRADE 40 MNIt-fUI-j A14P I DENTIFIED IN ACCORDANCE WITH A6TM A -015. LAP SPLICES, WHERE REQUIRED 614A LL BE A MINIMUM OF 25' FOR as REBAR , 30* FOR 06 REBAR s 39* FOR rl REMAR PLANS ARE ENGINEERED FOR A MAXIMUM 6TEMWALL WEIG14 T Or- 4 COURSES ( AFTER FINAL SITE GRADINW THE CONTRACTOR OR BUILDING Ow KIER SMALL DETERMINE THE EXACT 67NMALL WEIGHT bAbli UPON SITE CONDITIONS P RIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEMqINa WHEN MORE THAN 4 CO UIR61! ARN REOUIRED A FOUNDATION 6MVEy SMALL BE PERFORMED AND A COPY OF THE &RvEy SMALL 15E ON SITE FOR T14E BUILDING INWECTOR6 USE, OR ALL PROPERTY MARKERS WALL BE 9><PO6ED AND A STRING STRECTED FROM MARKER TO MARKER TO VERIFY R ECdJIRED SET BACKS &OIL TERMITE TREATMENT - TERMITE PROTECTION WALL BE PROVIDED BY REGISTERE D TER"TICIDE6, INCLUDING PESTICIDES APPLIED TO SCIL� OR WOOD, BATING SYSTEMS, OR ONE R APPROVED PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT To NEW CONSTRUCTION. A CERTIFICATrz OF oomruANcE' SMALL ME ISSUED TO T HE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A * CERTIFICATE or- or, rUPANCY WILL BE ISSUED. THE CERTIFICATE SHALL STATE, (PER FBC R320,t) THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FO p THE PREVENTION OF SUBTERRANEAN TERMITE$. THE TREATMENT is INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERS SERVICES IF A REGISTERED TERMITfCCE 15AIT SYSTEM 16 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION SECTION R320-1 THROUGH "2C.1.6 DO NOT APPLY, A 6 IGNED FIVER EYAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLA TION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SMALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST 52 INSTAI I PRIOR TO FINAL BUILDING APPROVA L ( PER FBC- R320,1.1) INITIAL &OIL POISONING TREATMENT SMALL ISE DONE AF TER ALL EXCAVATION BACKFILLING 4 COMPACTION ARE COMPLETE ( PER F9C 3 20.1,2.) ANY 601L 016TURIBED AFTER THE INITIAL TREATMENT SH ALL BE RE- TREATED INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320.1-2) BOXED AREA IN THE CONCRETE $LAB FOR INSTALLATION OF TRAPS SMALL 159 MADE WIN PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST ISE OF AN ACeQUATE SIZE 4 DEPTH TO ELIMINATE ANY D16TURBANO E OF THE WIL AFTER T14E INITIAL TREATMENT ( PER FS-C R320-1,3) A MINIMUM 6 MILL VAPOR BARRIER MST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SMALL 59 REOUIRED (PER FBC R320.1.4) ANY CONCREM OVERPOUR , MORTAR OR 6TUCCO MATERIAL 6 ALONG THE FOUNDATION PERIMETER MUST ISE REMOVED PRIOR To EXTERIOR &OIL TREATMENT. ( PER FBC R320,1.5) EXTERIOR $OIL TREATMENT MUST BE APPLIED UNDER ALL ExTERIOR CONCRETE OR GRADE WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FOC R 120-1-6) AN EXTERIOR VERTICAL CHEMICAL BARRIER WALL BE IN 6TALLED AFTER CONSTRUCTION 16 COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY 601L DISTURBED AFTER THE VERTICAL BARRIER 16 APPLIED, $14ALL ISE RETREATED (PER FOC R320,1.6) CONDENSATE AND ROOF DOWN SPOUT& DISCHARGE AT LEAS T 12' AWAY FROM THE BUILDING SIDE WALLS (rER PISC R320-1) AFTER ALL WORK IS COMPLETE ANY Lo(:�$E: WOOD AND FIL L MST BE REMOVED FROM BELOW AND UT14 IN 12' OF T14E BUILDING, TH16 SHALL INCLUDE ALL GRACE STAKES TUM TRAP BOXES, FORMS, SHORING AND ANY OTHER CMJAL06 E CONTAINING MATERIALS PER (FBC R320-0-5,) THE D16TAW -OR g FROM THE EXTERIOR WALL COVERING ( EX CZPTION6, PAINT AND DEC ATIVE CEMENTITIOUS FINISH LESS NAN 5/0' T14ICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE 64ALL NOT BE LE66 NAN 6- T 0 ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER FMC R104) EXTERIOR WINDOWS 4 DOORSs ALL EXTERIOR WINDOWS s GLASS DOORS OR ENTRANCE DO OR SRALI. ME TESTED IN ACCORDANCE WITH AN6I1Af-tMAjNWWDA VA62 STANDARD AND 15EAR AN AMHA OR WDMA LAREL IVENTI"NG TWE MANUFACTURE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY AL . L MULLIONS AND ADJACENT DOOR41INDOW! ASSEMBLIES "ALL ISE TEST OR ENGINEERED TO TRANSFER Lb TIMES THE DE61GN LOADS TO THE ROU034 OPENING 6 U56TRATE INSTALL ALL WINDOWS AND DOOR A66EM15URS PER THE M ANUFACTURE ANCHORING RECOMMENDATIONS TO ACHIEVE THE DEaIGN PRE66URES 6PEC4FIED ELECTRICALt IN ACCORDANCE WITH CHAPTER 411,003 (2) a) OF T141E FLORIDA ADMIN16TRATIVE CODE. ELECTRICAL PLUMBING AND HEC44ANICAL SYSTEMS SMALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO M,EET ALL APPLICABLE CODES. T14E ELECTRICAL, PLUMB ING AND MECHANICAL SYSTEMS DRAWN HERON ARE BASE UPON A DESIGN PROVIDED MY THE OWNER TO A PPRE" HIS/HER REOUIREMENTS- CM<2S STEEL CHANNEL erYr) D TFtEAP IN rLACE mcNic-"ma rLANK ORATINd 6tAIFt TREAC, TRACTION TREAD Mitt — AND EOLTED TO FACE OF' STEEL C DFAM 6TROW.ERS $TEEL CHANNEL DETAIL NOT TO SCALE THE CLIENT UNDERSTAND$ T14AT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAIT14 ATTEMPT TO PROVIDE ERR ' OR FREE CONSTRUCTION DRAUMNGS, BUT IN T14E EVENT ERROR$ OCCUR THE DESIGNER WILL NOT ISE LIABLE FOR COST OF REPAIR$ OR DELAY TO THE CONSTRUCTION MCNICHOL5 4 CL05ED ME9 GRATING WEI STEEL I BEAI WELD I BEAM TO 1/4"X4'X4' FLAT STEEL PLATE WELDED AT TOP OF STEEL TUBE COLUMI" 12*XI6"XI&" CONCRETE PAD WITH (3) *5 RE5AR EACH WAY COVERED 5ALCONY ROOF FRAMING FLAN 1/4 11 = 11 oll - I A I I � a= A e�=r"� HEIGHT O� STAIRS TO BE VERIFIED IN FIELD AND MAY VARY FROM DRAWINGS STAIR DETAIL 61DE VIEW ALL STEEL TO BE PRIMED AND PAINTED BLACK NOT TO SCALE =,,)I I A I I 'v a;o A e- =r) tt X' WALL- vvrm va 11 �4911 Z;-T 76 .T6 FLASWING CUT INTO WALL 12 2X6 -2 PINE RAFTERS 24' OC SIM psap JiLVIG" 006EPI BLOCK WALL CF EXISTING BUILDING EXPOSED RAFTER CEILING SIMPSON 1410 CLIP AT ALL RAFTERS TO WOOD BEAM, FILL NAIL HOLES WITH IOD X I 1/2'NAILS WELD I BEAJ FLAT STEM AT TOP OF COLUMN Rool EXIS1 V4"X3"X3" STEEL TUB COLUMN TO EXTEND THROUGH RAFTERS DOWN TO BLOCK WALL COLUMN AND BEAM DETAIL (A) NOT TO SCALE MCNICHOLS GCM-1-150 11/2"X 3/16 CLOSED MESH PRE86 LOCKED GRATING WELDED AT TOP OF STEEL I BEAM F WI2X3O STEEL 114'X!5'XS' FLAT STEEL PLATE WELDED AT BOTTOM OF STEEL TUBE COLUMN WITH (4) 1/2"X(.' REDHEAD EXPANSION BOLTS IN CONCRETE PAD TYPICAL 2X4 '2 PINE PERLINS 24' NAILED TO RAFTERS WIN (2) 16D NAILS 5 V METAL ROOFING INSTALLED PER MANUFACTURES DETAILS V4'X4"X4' STEEL ANGLE ATTACHED TO PACE OF BLOCK BUILDING WIN S/OX4" REDHEAD EXPANSION BOLTS 16, oc 15ALCONY CUT SECTION DETAIL NOT TO SCALE cq AD WAY 5ALCONY RAILING DETAIL NOT TO SCALE —1 2X& -2 PINE FASCIA MCNICWOLS GCM-1-15,0 I V2"x 3/16' CLOSED MESH PRESS LOCKED GRATING WELDED TO ANGLE IRON AT REAR AND I BEAM AT FRONT LV,a r6,t- 4 a FIT A Qoo)I - 'IFE RAILING WELDED rS AND TO STEEL TUBE I BEAM TO I/4"X4"X4' ,TEEL PLATE WELDED MOM OF STEEL TUBE 1N 1/4"xr,'Xr,l FLAT STEEL PLATE WELDED AT BOTTOM OF STEEL TUBE COLUMN WITH (4) I/2"X6,' REDHEAD ]DO-ANSION BOLTS IN TOP OF LOWER BLOCK WALL OF EXISTING BUILDING I BEAM AT TOP OF 67EEL TUBE COLUMN I/4"X3'X3" STEEL I/4'X3'X3' STEEL TUB COLUMNS TUB COLUMNS Lj COLUMN AND 5EAM DETAIL (5) NOT TO SCALE t/4"X5*Xl' STEEL U BRACKET WELDEDAT TOP OF TUB cOLL2-TN WITH (2) 5/8 . TWRU BOLTS IN WOOD BEAM I V4">(S*Xl � U BRACKET WELDED AT TOP OF TUB COLUMN WIN (2) 5/8 . TWRLI BOLTS IN WOOD BEAM I/4*X3"X3" STEEL TUB COLUMNS SIDE VIEW FRONT VIEW ;ZETE PAD EACH WAY (2) PLY 1.15"X16" LVL BEAM ' LVL BEAM L TUB COLUMNS COLUMN AND BEAM DETAIL (C) NOT TO SCALE UJ 3: w- w- LL )II- 4j* 3: FIG .3 01=3 4 . 2-d/�1 y--