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231- �rl <br />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 Cor <br />2 <br />Insulated Exterior Door <br />36" x 80" <br />- <br />Therma - Tru <br />3 <br />Single Hung Window <br />SH24 <br />- <br />PGT Industries <br />4 <br />Single Hung Window <br />SH24 <br />- <br />PGT Industries <br />5 <br />Single Hung Window <br />SH25 <br />Fire Egress Window <br />PGT Industries <br />— <br />6 <br />Interior Hollow Core Door <br />32" x 80" <br />- <br />N/A <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 51" 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 />5010 9th Street <br />Zephyrhills, Florida 33542 <br />Basic Wind Speed (V) <br />150 mph <br />Building Classification <br />"RISK" Category II <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 - 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 />400 s,~t Proposed Second Floor Heated <br />Living Area <br />800 s/f Total Square Footage Under Roof <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 wail <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 Cate ory <br />Manufacturer <br />Approval Number <br />Asphalt Shingles <br />GAF Materials Corp <br />FL 10124.5 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 Soffit <br />Kaycan <br />FL 16503.1 R7 <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 />Note: <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 />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 walls" 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 />.I 20' - O" 13 -0"T <br />4'- ON <br />Eel <br />a) STUD10 <br />O <br />0 sEL s-rc.i ewA,r <br />:i M-rni L- Foe hoeE <br />i d Fo <br />Q O <br />Wrl L, 0 w�l 0 <br />3 <br />3-0 <br />Zo <br />t ZI''° a <br />SECOND FLOOR PLAN <br />E6 <br />r-N I C.0,, <br />201- a `1 31- 0`' <br />0 0 <br />K-0 i <br />4 <br />4-o i2 <br />20'- 0'° 3'- C; <br />23,- o" <br />0 <br />® i <br />N <br />SCALE: 1/4" = 1'- 0" <br />REVISIONS <br />NO I DATE I DESCRIPTION <br />w � <br />ai <br />000 v ^o Q <br />•-- E c <br />ea r►y '� c <br />it � C Zi C <br />a% L E Gi <br />bA i <br />4 <br />A <br />�-6 <br />T W <br />r <br />t� To woo <br />a-°Cr- oo <br />Qc M r `� <br />tllV VNQcM <br />�C4)C <br />v) o •o <br />W M.V v �� L o <br />Ci'LWau. <br />In (D LL <br />c cn a S-- .. ct� <br />W (0 U Cc <br />E c -c E <br />Z's0�sM <br />0 °� M <br />o T� E2 <br />E o <br />v E °'_ orn <br />N E `" CID <br />Oco=� <br />0-0 <br />_o <br />u .�w--cif c <br />C E 4) r o <br />Cc t-o coil-=NcL <br />}, N <br />,^ 141) <br />vJ M <br />Z r��'' -a <br />y I •L <br />Q i O <br />....J -0-0 U- <br />CL C*) vi <br />V C} :E <br />O CL <br />N <br />MD <br />W <br />CJ <br />JOB NO. <br />5617 13TH STREET <br />DA.TF <br />APRIL 3, 2017 <br />rDan <br />AW3�I BYiel M. Ossman <br />FIRST FLOOR PLAN <br />SCALE: 1 /4" = 1'- 0" <br />SHEET NO. <br />