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T, <br />�� p{ "• <br />CA <br />DESIGN AND WIND CRITERIA <br />(FBC 2010 EDTION) <br />Address: <br />6055 10th Street <br />Zephyrhills, Florida 33642 <br />Basic Wind Speed (V) <br />150 mph <br />Building Classification <br />II <br />Wind Importance Factor (1) <br />1.0 <br />Wind Exposure <br />C <br />Internal Pressure Coefficient <br />+ / - 0.55 <br />(GCPI) <br />DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT <br />AND CLADDING MATERIALS <br />Table 6 - 3B ASCE 7-02 <br />Doors <br />41.75 psf <br />Windows <br />49.25 psf <br />NOTE: <br />THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND <br />INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED <br />TO COMPLY WITH THE FLORIDA BUILDING CODE 2010 <br />RESIDENTIAL EDITION, SECTION R 301.2.(1) WITH A 3 <br />SECOND WIND GUST. <br />PDV"EL r JTo EMI S <br />Ted P it E EAr� M <br />8'SU 10 UbxY <br />140ii LO �S EEC <br />EVE ,, I E>lI ST <br />a ©rJ EW WALLS -SET <br />r EFbxY �ZO�J-i" <br />m) CIE <br />D E E� r•l'jaOO' I�JC,S <br />SEr 1 r. M Epwy,: [[ <br />srl2LJcr If�Dmo04 <br />MASONRY TIE - IN DETAIL <br />SCALE: 3/4" = 1'- 0" <br />Florida Product Approval <br />Product Category <br />Sub Category <br />Manufacturer <br />Approval Number <br />Expiration Date <br />Roofing: <br />Asphalt Shin les <br />GAF Materials CorpFL <br />10124.1 <br />- R8 <br />8/8/2013 <br />Ridge Vents <br />]Certain <br />GAF Materials Corp <br />FL 6267.1 <br />- R5 <br />4/23/2013 <br />Siding: <br />Vinyl Siding <br />Teed Corp. Siding <br />FL 1573.1 <br />- R3 <br />12/31/2014 <br />Soffit & Fascia: <br />Soffit & Fascia: <br />Certain Teed Corp. Siding <br />FL 13389.1 <br />- R1 <br />12/31/2014 <br />Precast Concrete <br />Lintels: <br />Precast Concrete <br />Lintels <br />Commercial Concrete <br />Products <br />FL 1774.1 <br />- R3 <br />1/1/2014 <br />Note: <br />1. Any products that are substituted, must meet u.e exceed products specified. Contractor "MUST" <br />provide data to building inspector at time of ie�y�T�tFon. <br />All exterior masonry and / or frame perimeter walls <br />are to be considered shearwall segments, except at <br />door / window openings and wall lengths less than <br />2' - 8" in length. <br />Existing bathroom in the <br />house already has a 2' - 8" <br />handicap door. <br />i t i3i n: <br />Existing concrete block wall to remain. <br />Existing 2" x frame wall to remain <br />\ \ \ \ \ \ New 8" concrete block wall with "opt". interior finish. <br />1/2" drywall over R - 6 insulation over P.T. furring strips <br />For all "interior walls" use 2" x 4" studs @ 24" o.c. with <br />1/2" drywall each side. Provide minimum R 13 insulation <br />for all interior adjacent walls or any other locations that are <br />required by code. At all "exterior walls" match existing <br />exterior wall stud size, placing studs at 16" o.c. with 1/2" <br />drywall on the inside stud with a minimum R 13 insulation. <br />Note: At all plumbing walls use 2" x 6" studs to allow <br />for ventilation plumbing stacks <br />Closet maid ventilated shelving. <br />Window and Door Schedule <br />Number <br />Type <br />Size <br />Notes <br />Door or Window <br />Florida Product <br />Expiration <br />Manufacturer <br />Approval Number <br />Data <br />Name <br />1 <br />Interior Hollow Core Door <br />3068 <br />NIA <br />NIA <br />NIA <br />N/A <br />2 <br />Interior Hollow Core Door <br />2668 <br />NIA <br />N/A <br />NIA <br />NIA <br />3 <br />Single Hung Window <br />SH1/2 33 <br />- <br />MlWindows and <br />Ft. 16"7.3 - R1 <br />11/3012015 <br />Doors <br />4 <br />Single Hung Window <br />SH25 <br />Fire Egress <br />MI Windows and <br />F1.15447.3 - R1 <br />11/3012016 <br />Doors <br />Note: <br />1. All exterior doors and windows specified are "'IMPACT RESISTANT". <br />2. Contractor "MUST" first field verify all existing openings sizes, ,then coordinate and consult with door and <br />window manufacture for exact rough opening size before purchasing any doors or windows. All doors and <br />windows that are numbered, or either a new install and I or chang6out if needed. <br />3. Any products that are substituted, must meet or exceed products specified. Contractor "MUST" <br />provide data to building inspector at time of inspection. <br />4. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS AS SET FORTH IN FBC 2010 SECTION R 301.2.1.2 <br />square rootage t3real(aown: <br />320 s/f Proposed heated living area addition to SFR <br />I Ili I _-DT ill A i I I fik 11„Ill, it -I' II HdWil.iL Ah,. I I 1 11 1 1 <br />E4QE55 <br />;: I Z <br />e4oF_5S <br />,+ 41 ST" <br />EG eUSs <br />H. Thayer Hersom, <br />Architect <br />P.O. Box 24331 <br />Tampa, Florida 33623 <br />Phone: 813 286-8175 <br />(Fl. Reg. AA10528) <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />" •" 5 <br />� � L <br />c. <br />O <br />� b b <br />u <br />A <br />� a <br />r <br />0 <br />�, <br />o <br />A <br />V <br />v 'G <br />Z co e` <br />��U c <br />coo <br />c <br />W <br />W <br />U) <br />Z <br />f r% <br />`1 <br />0 <br />T� <br />Z <br />L <br />C) <br />D <br />C 4 <br />U - <br />LU <br />L <br />JOB NO. <br />6055 10TH STREET <br />DATE <br />DECEMBER 30, 2012 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A-3 <br />. <br />