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u <br />I <br />X. <br />ENGINEER'S NOTES: <br />1. DESIGN WIND SPEED: 140 MPH V 108 <br />2. RISK CATEGORY PER Table 1604.5 II <br />3. EXPOSURE CATEGORY = "B" <br />MPH V osd 3 sec gust <br />4. INTERNAL PRESSURE COEFFICIENT = +/— 0.18 <br />5. COMPONENTS &CLADDING DESIGN PRESSURES <br />(ROOF) <br />ONE 1 b: <br />+12/-20 <br />ZONE 2a: <br />+13/-35 <br />ZONE 3a: <br />+13/-52 <br />(WALLS) <br />ZONE4b: <br />+21 /-23 <br />ZONE 5b: <br />+21 /-28 <br />JOB DESCRIPTION: 24'X30' <br />6 <br />ro <br />0 <br />6 <br />0 <br />—2 0' <br />10' 10' <br />(ENCLOSED BLDG) <br />PER ASCE 7-10: <br />COVERED <br />CODES: <br />FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 6TH EDITION 2017 <br />ASCE 7-10 <br />CONSTRUCTION TYPE: 5-13 <br />BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE A I 318-11 <br />SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING �ACI 301 <br />BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACT 530-11) <br />NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION <br />APA PLYWOOD DESIGN SPECIFICATION <br />GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN <br />ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE. <br />CARPORT <br />'W X 20"H MONOLITHIC CONC FOOTING W/ (2) <br />REBAR CONT ON CHAIRS 48" O.C. MAX COMPACTED <br />_ TERMITE TREATED BOTTOM OF FOOTER SHALL BE 12" BELOW GRADE <br />CONCRETE (3000PS1) WITH #10 <br />-6/10-10 WWM ON 6 MIL POLY <br />�POR BARRIER OVER CLEAN <br />)MPACTED POISON TREATED <br />AL. VAPOR BARRIOR <br />\TERIAL TO BE LAPPED <br />WITH SEAMS TAPED <br />3ERMESH MAY BE SUBSTITUTED <br />4X4 PT POST <br />Fu"UAVDATION PLAN <br />4" CONCRETE (3000PS1) SLAB <br />16X12 PIER FOOTER WITH (4) #5 <br />=co REBAR REINF. MAT (TYPICAL) <br />1' <br />'---------------- -I---------------- <br />1'-4" <br />— 4„ _ <br />20' <br />12"W X 20"H MONOLITHIC CONC FOOTING W/ (2) <br />PL <br />REBAR CONT ON CHAIRS 48"O.C. MAX COMPACTED <br />TERMITE TREATED BOTTOM OF FOOTER SHALL BE 12 BELOW GRADE <br />a <br />SLOPE <br />SIDE ELEVA TI01\1 <br />hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />TO'0111111111H I <br />®o: <br />s <br />A. <br />was 0 <br />mom <br />g ATE ®F <br />n <br />20' <br />10' 10' <br />0 <br />F-1 <br />L. <br />J <br />O <br />F <br />L <br />J <br />O <br />FLU"ORA PLAI\\[ <br />ELEVATION <br />ALL WORK H ALL, ,-;QFA")LY }ab' TH PREVAILING <br />CODES rLOR10A BUILDING CODE, <br />NATIONAL EL ttT0IC CODE, <br />AND_THE C! F-PHYRHILLS <br />PARCEL: 14- 26- 21- 0010- 00100- 0030 <br />00 BRIDGES CHR STOPHER 8c CR ST NA <br />4939 20TH STREET <br />ZEPHYRH LLS, FLORIDA <br />D.W. SMITH M.S.,P.E.#53603 <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 <br />PHONE: 813-469-2Z89 E-MAIL: dwsf 1p0earth l l nk, net <br />DEC 2019 <br />k Vt,,W �T <br />PLAN EXAMINER <br />RICK GOLLIIARDT - DRAFTSMAN <br />813- 781- 3651 <br />Tgollhardt@tampabay.rr.com <br />FLOOR PLAN <br />SCALE <br />DO NOT SCALE <br />DESIGN/DRAWN <br />R. GOLLHARDT <br />DATE <br />15 JUL 2019 <br />CHECKED <br />D.W.S. <br />SHEET OF <br />2 <br />JOD <br />NO <br />L <br />ENGINEER LICENCE #53608 <br />2019-0613 <br />