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Window and Door Schedule <br />No. <br />Type <br />Size <br />Notes <br />Door or Window <br />Manufacturer Name <br />I <br />Insulated Exterior Door <br />36$9 x 80" <br />Therma - Tru <br />2 <br />Insulated Exterior French <br />Door <br />32" x 80" <br />Tempered Glass <br />PGT Industries <br />3 <br />Single Hung Window <br />SH24 <br />PGT Industries <br />4 <br />Single Hung Window <br />SH26 <br />Fire Egress Window <br />PGT Industries <br />6 <br />Single Hung Window <br />(2) SH26 <br />Fire Egress Window <br />PGT Industries <br />6 <br />Single Hung Window <br />SH 1/2 36 <br />Fire Egress Window <br />PGT Industries <br />7 <br />Interior Hollow Core Door <br />30" x 80" <br />N/A <br />8 <br />Interior Hollow Core Door <br />32" x 80" <br />N/A <br />Lilriterior <br />Hollow Core Door <br />36" x 80" <br />NIA <br />Note: <br />1, ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT". <br />2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS AS SET FORTH IN FBC 5th EDITION (2014) <br />RESIDENTIAL, SECTION R 301.2.1.2 <br />3. Any products that are substituted, must meet or exceed products specified. Contractor "MUST" provide data to building inspector at <br />time of inspection. <br />4. Contractor "MUST" (double check) and field verify all existing openings then coordinate with manufacture before purchasing any doors <br />and / or windows. Daniel M. Ossman Drafting Service, Inc. "IS NOT" responsible for any errors in sizes, in the door / window schedule. <br />For all "exterior walls" use 2 x 4 studs *, 16" o.c. with <br />minimum R - 13 insulation and 1/2" drywall on the inside. <br />For all "interior walls" use 2 x 4 studs *), 24" o.c. with <br />1/21' drywall each side. <br />Note: At all plumbing walls use 2 x 6 studs to allow for <br />ventilation plumbing stacks <br />Closet maid ventilated shelving. <br />a <br />1,236 s/f Heated Living Area <br />184 sK Covered Front Porch <br />12 Covered Rear Entry <br />19432 s/f Total Square Footage Under Roof <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 />State of Florida Energy calculation form overrides <br />any insulation R - values shown on plans. Contractor <br />"MUST' coordinate and verify with mechanical <br />contractor before the installation of insulation <br />and mechanical equipment. <br />I - Simpson "HTT16" tension hold down ties <br />required at the beginning and end of the shearwall <br />segment adjacent to typical required double stud. <br />NOTE: Use 1/2" diameter anchor bolt doweled <br />every 21 " o.c. max. and all corners and each side <br />of all door and window opening. <br />NOTE: (MIN. 5" embedment into the slab or top <br />course concrete filled stemwall). <br />DESIGN AND WIND CRITERIA <br />(FBC 5th EDTION 2014 RESIDENTIAL) <br />Address: <br />5027 9th Street <br />Zephyrhills, Florida 33542 <br />Basic Wind Speed (V) <br />150 mph <br />Building Classification <br />"RISK" Category 11 <br />1 <br />Wind Importance Factor (1) <br />1 <br />Wind Exposure <br />C <br />Internal Pressure Coefficient <br />+/-0.18 <br />(GCpl) <br />DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT <br />AND CLADDING MATERIALS <br />Table 6 - 313 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 5th <br />EDITION 2014 RESIDENTIAL, SECTION R 301.2.(1) WITH <br />A (3 SECOND WIND GUST). <br />It is the responsible of the General Contractor to make a field <br />inspection to verily all existing field conditions and measurements <br />with proposed plans for accuracy, before distributing plans to any <br />and all trades, General Contractor will be held liable if these <br />inaccuracies are "NOT" submitted in writing to Daniel M. Ossman <br />Drafting Service, Inc. before the distribution of plans. Daniel M. <br />Ossman Drafting SerAce, Inc. "WILL NOT" be held liable for any <br />inaccuracies in dimensions with existing field conditions or other <br />trades on proposed plans. <br />I <br />I <br />0 <br />00 <br />14- <br />0 <br />0 <br />L0 <br />I <br />I <br />I <br />I <br />M <br />NOIE; <br />Main house roof pitch: 6.5 / 12 <br />Front porch roof pitch: 5/12 <br />Main house finish ceiling height: 101 - 011 <br />Front porch finish ceiling height: 8' - 0" <br />All door and window header height to <br />start at: 8'- 0" <br />o '� III � o <br />PROPOSED FLOOR PLAN LAVOUT <br />I <br />I <br />I <br />U) <br />M <br />I <br />I <br />SCALE-. 1/4" = V- 0" <br />coo <br />V W) <br />94 <br />Ow <br />Qn <br />L_ 0 <br />-0 W C <br />(D <br />C) CO <br />L_ Lip <br />Nr C) <br />C: r- , cc) <br />(D 0 CD cj� co <br />C14 < V) <br />0) (Z <br />cU CO .2 -0 <br />0 <br />cy" -0 <br />uJ _J U_ <br />_C LL <br />(1) <br />C 00-L0 � 0- <br />M <br />E -C (L) (1) <br />-a 155 <br />0 = cu <br />6 2 (D <br />D< > <br />C <br />E "7 0 (0--a <br />,Z-- a.— 0 <br />E <br />o ca m <br />0 <br />,- (D <br />0 72 <br />-0 C) <br />(D c: -E Q I— o <br />.�c M 2: (N C-c- <br />L <br />cv <br />4­0 <br />43 Lo <br />co <br />Z 70 <br />0 <br />.J 4-a U_ <br />CL (3) <br />E <br />C\J 5, <br />Z C) _rZ <br />C�L <br />L0 (1) <br />N <br />:D <br />IM I I <br />