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U !I--- L --- L I I I - 1- 11 1 - I t I I - 1 :1 1 1 <br />,EX15T. 5TL., Fxwim, 5iEL JI <br />JO'5T5' <br />REFER TO ARCH'L. <br />DRANINC6 FOR BOXED <br />IN FRAMINO. <br />REFER TO ARCH'L. DRANINC6 FOR <br />FRAMINC7 AT ENTRY CANOPY 4 <br />FRAMINO AT TOHER ROOF ON <br />5HEET Ab.2 <br />DESIGN CRITERIA: ROOF ZONES BUILDING RISK CATEGORY IV <br />ULTIMATE WIND SPEED Vult 148 MPH, EXPOSURE "B" <br />NOMINAL WIND SPEED Vasd 115 MPH L <br />COMPONENTS AND CLADDING DESIGN WALL PRESSURES (PSF) <br />0-20 20-50 50-100 <br />1 10 10 10 <br />24 24 23 <br />2 10 16 10 <br />H 40 36 .30 <br />3 10 10 10 <br />60 50 36 <br />ZONE 5 EXrENDS FOR A DISTANCE (a) ft FROM EACH CORNER a� 3'-6" <br />Zone 1: IS LOCATED IN THE CENTER OF THE ROOF AT A DISTANCE (a) FROM THE CORNER <br />Zone 2: IS LOCATED FOR A DISTANCE (a) FROM THE CORNER <br />Zone 3: IS LOCATED AT THE ROOF CORNERS AT A DISTANCE (a) FROM EACH SIDE <br />OF THE CORNER <br />DESIGN CRITERIA: ROOF ZONES BUILDING RISK CATEGORY IV <br />ULTIMATE WIND SPEED Vult 148 MPH, EXPOSURE "B" <br />NOMINAL WIND SPEED Vasd 115 MPH <br />COMPONENTS AND CLADDING DESIGN WALL PRESSURES (PSF) <br />ZONE <br />TRIBUTARY AREA (FT-2) <br />0-20 <br />20-50 <br />50-100 <br />1 & 2 <br />N/A <br />N/A <br />N/A <br />319 <br />34 <br />34 <br />3 <br />NIA <br />N/A <br />NIA <br />H <br />57 <br />44 <br />43 <br />DESIGN CRITERIA: WALL ZONES BUILDING RISK CATEGORY IV <br />ULTIMATE WIND SPEED Vult 148 MPH, EXPOSURE "B" <br />NOMINAL WIND SPEED Vasd 115 MPH <br />COMPONENTS AND CLADDING DESIGN WALL PRESSURES (PSF) <br />ZONE <br />TRIBUTARY AREA (FT-2) <br />1 0-20 <br />20-50 <br />50-100 <br />24 <br />24 <br />24 <br />34 <br />25 <br />24 <br />24 <br />24 <br />24 <br />H <br />32 <br />1 30 <br />27 1 <br />ZONE 5 EXrENDS FOR A DISTANCE (a) ft FROM EACH CORNER a 0 <br />ZONE 4: IS LOCATED IN THE CENTER OF THE WALL AT A DISTANCE (a) <br />FROM EACH CORNER <br />ZONE 5: IS LOCATED FOR A DISTANCE (a) FROM EACH CORNER <br />EFFECTIVE WIND AREA: <br />FOR COMPONENTS AND CLADDING ELEMENTS, THE EFFECTIV WIND AREA IS <br />THE SPAN LENGTH MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS <br />THAN ONE-THIRD THE SPAN LENGTHS. FOR CLADDING FASTENERS <br />THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT <br />IS TRIBUTARY TO AN INDIVIDUAL FASTENER (ASCE 7-5) <br />EFFECTIVE WIDTH: <br />FOR A WALL, IF THE EFFECTIVE WIDTH IS NOT CLEARLY DEFINED, <br />IT IS NOT ACCEPTABLE TO USE THE ENTIRE WALL LENGTH. <br />THE UNSUPPORTED SPAN LENGTH TIMES ONE-THIRD MUST BE USED. <br />cl I cl I <br />11 AALL ZONF-5 /I <br />3'-6" <br />EX15TIN6 5TEEL �015T5. <br />+ + <br />T_ 7g <br />EX15 rIM 5TEEI.-BM. <br />id <br />CONT. <br />7 <br />ENT OF EX15TINC7 1(�K <br />)F FRAMIN615 NOT <br />L— — — — — — <br />ARCHL, PRAWN66 __/ <br />FOR NEH AHNIN(55. <br />REFER TO ARrHITE( TURAL PRANINC75 <br />FOR ADDITIONAL 5TRUCTURAL REQUIREMENT5 <br />A5 PART OF THE CONTRACT, <br />I'N <br />EX1571NO ROOF:2 FRAllollN0 FLAN <br />5c.alc: 1/6' = 1'-0" <br />AINro> L)I=Llr-7 ro>IAISRA�� <br />5cola: 3/32" = 1'-0" <br />-2 <br />-2 <br />C3 <br />ROOF FRAMINQ PLAN NOTE5 <br />AND LEOEND: <br />(D = REMOVE EX15TIN6 5TRU( TURAL HOOD <br />FIBER I ALL ROOFING GOMPONENT5. <br />= INDICATE5 EX15TING 5TEEL BRIDGING <br />TO REMAIN IN FLA( E. <br />= INDICATE5 NEN 4 I"xl"xl/&" ( ONT. BOT. <br />CHORD BRI06IN6. LOCATE AT OT. <br />CHORD EXTERIOR PANEL POINT. <br />(TYP. U.N.O.) 5EE DETAIL ON 5HT. 501. <br />= INVI( ATE5 (1) NEH ROH OF ADDITIONAL HORIZ. <br />4 I"xI"xI/8?" CONT. BOTTOM CHORD BRIP61146. <br />= PROVIDE NEN ( bxll.5 5TEEL ( HANNEL BETHEEN <br />NEH 5TEEL ( OLUMNI HHERE COLUMN5 ARE NOT <br />APPLICABLE PUN NEH 5TEEL CHANNEL CONTINUOU5. <br />= REFER TO TYPICAL 5TEEL ( HANNEL ( ONNECTION <br />DETAIL AT 5TEEL COLUMN ON 5HEET 551. <br />= REFER TO TYPIC AL 5TEEL CHANNEL <br />ANCHORAGE PATTERN DETAIL ON 5HEET 551. <br />= REFER TO TYPICAL 5TEEL ( HANNEL 5PUCE <br />DETAIL ON 5HEET 551. HHERE 5PLICE5 ARE <br />REQUIRED FOR ERECTION PURPO5E5 THEY ARE <br />TO OCCUR CENTERED ON EX15TIN6 MA50NRY <br />PILA5TER5. <br />ROOF METAL DECK NOTE; <br />ROOF PECK 5HALL BE 1 1/2" DEEP, 0 GAGE, <br />TYPE "B" IDECK, GALVANIZED (6-60), 5UPPLIED <br />IN 36 INCH V41DE 5HEET5. PROVIDE MINIMLIM OF <br />THREE (3) CONTINUOU5 5PAN5. PROVIDE DECK A5 <br />MANUFACTURED BY MARLYN 5TEEL DECK, INC., <br />OR APPROVED ALTERNATE DECK. MINIMUM NELP <br />PATTERN 5HALL BE 36/1. <br />51DE LAP FA5TENIN& 5HALL BE NO. 12 5ELF <br />DRILLING 5ELF TAPPING HEX HEAD 5CREV45 <br />a 12 INCHE5 O/C. <br />(5EE METAL IDECK 5PEC NOTE5 ON 5HT. 514-2 FOR <br />ADDITIONAL REOUIREMENT5) <br />z <br />Lu 9 <br />Z <br />z Lu <br />w <br />c <br />ca <br />a: <br />w <br />W <br />cr) <br />C4 <br />TO THE BEST OF MY KNOWLEDGE, THE <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />THE CURRENT MINIMUM BUILDING CODES. <br />—.RdMb= 3 <br />oil^ <br />&' �N <br />liov c B <br />P.E.#20683 <br />WEBER AND TINNEN, PA. <br />STRUCTURAL ENGINEERS <br />CITY OF ZEPHYRHILLS <br />RENOVATION <br />OF <br />FIRE RESCUE <br />STATION NO. 2 <br />CONSTRUCTION <br />DOCUMENTS <br />F_ 12-07-2012 <br />CB+A #1202 <br />— — — — — — — — — CANERDAY <br />BELFSKY <br />NOTE: THE MAJORITY OF THE PLAN DIMEN51ONIN615 PROVIDED + <br />ON THE ARCHITECTURAL DRANINC-6. U5E BOTH 5TRUCTURAL ARROYO <br />AND ARCHITECTURAL ORANIN65 T06ETHER FOR BA516 <br />LAYOUT AND CON5TWTION OF TH15 PROJECT. ANY ARCHITECTS <br />055ERVED DE56REPANGIE5 BETNEEN ARCHITECTURAL DRANIN67 800 SECOND AVENUE SOUTH <br />DIMEN51ONIN6 AND 5TRUCTURAL DRANINO 5CALE LAYOUT ST. PETERSBURG, FL 33701 <br />(727) 823-0675 <br />5HOULD BE BRDkHT TO THE ATTENTION OF THE AA26000587 <br />ARCHITECT IMMEDIATELY UPON 015COVERY. <br />EXISTING ROOF FRAMING PLAN S2 <br />THE�E DRAWING8 & THEIR CONTENT$ ARE THE 80LE PROPERTY OF WEBER & TINNEN, P.A. �TRUCTURAL ENOINEER�. SCALE- AS NOTED <br />UOE OR COPY OF ALL OR ANY PORTIONO 10 BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PRO�EOUTED. <br />