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Window and Door Schedule <br />No. <br />Type <br />Size <br />Notes <br />Door or Window <br />Manufacturer Name <br />1 <br />Sectional Garage Door <br />8' x 7' <br />- <br />Overhead Door Corp <br />2 <br />Insulated Exterior Door <br />36" x 80" <br />- <br />Therms - Tru <br />3 <br />Single Hung Window <br />SH24 <br />- <br />PGT Industries <br />4 <br />Single Hun , Window <br />SH24 <br />- <br />PGT Industries <br />5 <br />Single Hung Window <br />SH25 <br />Fire Egress Window <br />PGT Industries <br />6 <br />Interior Hollow Core Door <br />32" x 80" <br />- <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 ASSET FORTH IN FBC 5t" 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 />DESIGN AND WIND CRITERIA <br />(FBC 5th EDTION 2014 RESIDENTIAL) <br />Address: <br />5617 13th Street <br />Zephyrhills, Florida 33542 <br />Basic Wind Speed V <br />150 mph <br />Building Classification <br />"RISK" Category II <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 - 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 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 verify 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 Service, Inc. "WILL NOT" be held liable for any <br />inaccuracies in dimensions with existing field conditions or other <br />trades on proposed plans. <br />400 s/f Proposed First Floor Garage <br />4 Q_g ff Proposed Second Floor Heated <br />Living Area <br />800 sM Total Square Footage Under hoof <br />NOTE: Repairs, alterations, additions, changes in <br />in occupancy and relocated buildings must comply <br />with all applicable requirements per section 101, <br />of the Florida Building Code 5th Edition 2014 <br />Existing Building Code Book. <br />Between the garage and habitable area of the house <br />must have a fire separation constructed with 5/8" <br />type "X" drywall installed on both the garage wall <br />and ceiling. All doors from the habitable area to the <br />garage shall be a minimum thickness no less than <br />1 3/8" and be either solid wood or honeycomb steel <br />door with a 20-minute fire -rating. <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 />NOTE.: Alteration as described herein and shall <br />be performed are designated as "level 2" per <br />section 801, of the Florida Building Code 5th <br />Edition 2014 Existing Building Code Book. <br />Florida Product Approval <br />Product Categog <br />Manufacturer <br />Approval Number. <br />Asphalt Shingles <br />GAF Materials Corp <br />FL 10124.6 R15 <br />Ridge Vents <br />GAF Materials Corp <br />FL 6267.1 R9 <br />Hardie Board <br />James Hardie Building Products, <br />FL 13192.1 R4 <br />Inc. <br />Vented Vinyl Soft <br />Kaycan <br />FL 16503.1 R1 <br />Insulated Exterior Door <br />Therma - Tru Corporation <br />FL 7640.1 R6 <br />Single Hung Window <br />PGT Industries <br />FL 1435.4 R16 <br />Sectional Garage Door <br />Overhead Door Corp <br />FL 14170.10 R7 <br />Nate: <br />1. Any products that are substituted, must meet or exceed products specified. <br />Contractor "MUST" provide all product data to building inspector at time <br />of inspection. <br />J'fAT1'• 1_� I _ TM usl1 <br />:„- For all '"exterior walls" use 2 x 4 studs @ 16"o.c. for bottom <br />floor and 16" o.c. for top floor, then finish with 1/2" drywall <br />over min. R -13 insulation. For all "interior wails" use 2 x 4 <br />studs @ 24" o.c. and finish with 1/2" drywall. Provide min <br />R - 13 insulation for all adjacent walls or any other locations <br />that are required by code. <br />Note: At all plumbing walls use 2 x 6 studs to allow for <br />ventilation plumbing stacks. <br />Closet maid ventilated shelving. <br />M <br />0 0 <br />+r1► <br />��.oil 113�-01J.l <br />SECOND FLOOR —PLAN <br />r--, 1 (.0 " <br />Pei <br />EG <br />1- to <br />0 I.0 `I 3l - 0" <br />FIRST FLOOR PLAN <br />0 <br />SCALE: 1/4" = 1'- 0" <br />SCALE: 1/4" = 1' - 0" <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />tip <br />e <br />v V <br />ran <br />' A% E <br />. <br />� (D 0Co <br />a,ccc � a cx� <br />'"¢C') <br />0 o <br />. � -0 <br />�W_jiz <br />� W u_ <br />4) Cc <br />E c' E <br />._U M <br />= -C F- <br />o <br />0 M <br /><> <br />E©oM � <br />UEa0�'_EC`., <br />t fwo o a] W 1 <br />ccce) <br />:r cc <br />� � H �. o <br />�-Cz�a <br />CN <br />CLOY) <br />L. <br />c <br />0 <br />C 7 <br />CL <br />''�' <br />C.0 v <br />0 <br />�- RI <br />,....J <br />MD <br />00 <br />)Olt NO. <br />5617 13TH STREET <br />DATE <br />APRIL 3, 2017 <br />DRAWN BY <br />Daniel M. Ossman <br />