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AREAS <br />WILDING DATA <br />STRUCTURAL DESIGN CRITERIA <br />NEW fRESI'DEN10E <br />AIR CONDITIONED <br />IST FLOOR 14S.3 <br />2ND FLOOR 816 <br />TOTAL AC; 15".3 SF <br />FRONT PORCH 61 <br />3a3213 IE�TH AVE BACK PORCH <br />TOTAL PORCH 133 <br />I <br />ZE HY HLLS I=L <br />383213 <br />I <br />CID <br />A <br />CID <br />I <br />I <br />FRONT ELEVATION. <br />114 11 = I, -oil <br />LEf=T ELEVATION_ <br />1/4 11 = 11.011 <br />TOTAL <br />SP <br />16W.3 SF <br />FL PRODUCT APPROVALS <br />SILVERLINE HORIZONTAL SLIDING WINDOWS <br />14S%4-R2 <br />AMERICAN CRAFTbMAN WINDOWS SW SERIES 10 <br />IS115.3, 11311S.4 <br />PGT VINYL WINDOWS SW 5400 <br />2313,13 <br />PGT VINYL WORM ROLLER WR5410 <br />242.13 <br />TWERMATRU FIBER. EXT. SWING DOOR <br />5891 <br />PLASTPRO FIBER. EXT. SWING DOOR <br />11184J <br />GAF ASP14ALT SHINGLES <br />10124-R20 <br />ATLAS ASPHALT a"INGLES (ALT) <br />16305-RD <br />WARRIOR ROOFING UNDERALYMENT <br />234(p-R1 <br />SIMPSON H2.5A <br />10456.2 <br />ABU" <br />10860.4 <br />W13028-2 <br />10966.5 <br />MSTA 24 <br />10852,1 <br />WST 16 <br />10852,4 <br />WINL.,' Or-==L.0 1�� . .1 � <br />RISK CAT 11 <br />WIND IMPORTANCE FACTOR — (1w) a 1'0 <br />WIND EXPOSURE — "B" (FBc I1&0r0'1'q) <br />INT. PRESSURE COEFFICIENT - +/- 0.15 (ENCLOSED BLDG) <br />COMP, AND CLADDING (PSF) <br />ZONE 1 <br />30,8, <br />-32.1 <br />ZONE 2 <br />30.8, <br />-38.6 <br />ZONE 3 <br />30.8. <br />-38.6 <br />ZONE 4 <br />33.0, <br />-36.0 <br />ZONE E, <br />33.0, <br />-42.6 <br />ALL WORK SHALL CoMpLy TH PREVAILINO <br />CODES FLORIDA 13UILDINO W1 <br />NATIONAL ELECTRIC CODE'000E <br />AND THE CITY OF <br />ORDINANCES ZEPIqYRHILLS <br />R'EV'EVV DATE <br />CITY OF ZEP <br />PLAN E)CAMI H) HILLS <br />THIS DRAW!NG AND OF -SIGN 16 VALID <br />FOR 12 MONTHS AM T14E DATE IT <br />15 SIGNED AND SEALED. <br />CODES: FLORIDA BUILDING CODE, 2011 <br />CONCRETE: 3000 PSI, 3-5" SLUMP <br />SLAB MIN 4" <br />REINFORCING. rpX& WELDED WIRE FABRIC, ASTM A185 <br />ALL REINFORCING BARS ASTM A615-40 40,000 1-61 <br />CONCRETE <br />MASONRY <br />UNITS: <br />WOOD FRAMING: <br />ASTM C'30-99b, STANDARD WEIGHT UNITS, fm-1500 PSI <br />MORTAR TYPE "S" 1500 PSI <br />CONCRETE GROUT 3000 PSI <br />BEAMS, RAFTERS, JOIST, PLATES, ETC. U,N.0, <br />NO. 2 SOUTHERN YELLOW FINE (19% M.C,) <br />ROOF DECK: PLYWOOD C�-C/C-D, EXTERIOR, or 085 <br />FLOOR SHEATHING; T4G A-C GROUP I APA RATED (49/24) <br />6i <br />0 <br />< <br />(L <br />CD <br />> <br />0 <br />ALL STIRRUPS AND TIES ASTM A615-40 40,000 PSI <br />WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR 085 <br />DESIGN LOADS: <br />MIN. COVER TO STEEL U.N.O. 16 3" AGAINST <br />WOOD ROOF <br />TOP C14ORD LIVE/DEAD LOAD: 30 PSF <br />EARTH, 1.5" EXPOSED TO EARTW/WEATHER, I" <br />TRUSSES- <br />BOTTOM CHORD DEAD LOAD: 10 PSF <br />INTERIOR SLABSIWALL5, 1.5" INTERIOR <br />TOTAL: 40 PSF <br />5EAMS/COLUMN8 <br />ATTIC WITH FIXED STAIRS LIVE LOAD 30 pSF <br />MIN. LAP SPLICE OF 48 BAR DIAMETERS, BUT NOT <br />WOOD ROOF <br />DEAD LOAD 15 PSF <br />LESS THAN 25". DO NOT SPLICE TIE BEAM REINF <br />TRILISSES- <br />LIVE LOAD 40PSF <br />OVER OPENINGS <br />TOTAL 55 PSF <br />m <br />-MAXIMUM TRUS6 DEFLECTION OF 1/2" <br />Lu <br />0 <br />SOIL BEARING <br />2000 PSF <br />> <br />LLJ <br />0 <br />cr- <br />CL <br />Ljj <br />EL <br />r <br />< <br />C) <br />fREA*"11w<ff" ELEVATION- <br />11/411 = V-011 <br />tm <br />fq%.-II(SHT ELEVATION. <br />1/4 11 = 11.011 <br />12 <br />4 <br />< c z <br />Ir <br />0 <br />p <br />Lu <br />—j <br />—j <br />Z 00 <br />T— <br />o CD <br />c\I <br />'-7 <br />Lu <br />ca <br />0 C>1? <br />z -0 <br />cn U) <br />< <br />Z <br />Lii <br />< F— <br />cl) 0 <br />E <br />E 8 <br />.0 <br />cn <br />0) c <br />.r <br />4 0 <br />(D C ) <br />uj 9) <br />co <br />cm <br />LO <br />cb <br />5 <br />La <br />cr <br />cD <br />0 <br />U) co <br />>1 — <br />cO E u-) <br />m 0 r- <br />N �e cm <br />0 <br />w Z <br />u <br />(1) <br />CO <br />:3 <br />0 <br />a: <br />c <br />cu <br />0) <br />75 <br />c\1 <br />93 <br />CL c\1 <br />cr) <br />a) <br />N I—L c) <br />