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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 />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 />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 ASSET 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 />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 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 - 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 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 />401{# 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 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 A royal <br />Product Category <br />Manufacturer <br />A nova! 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 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 />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 />NFIMRM- 1• ITT • l <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 />ral <br />O <br />N <br />VF 201- Oil _I I-o"T <br />41-0" <br />0 0 <br />SECOND FLOOR PLAN <br />is <br />N <br />ME1 <br />11 cc ,`d <br />21- ®I I-� <br />I 1 0 (D I I I <br />I - �' ` 4 <br />� <br />201- <br />FIRST FLOOR PLAN <br />SCALE: 1/4" = 1' - 0" <br />I <br />SCALE: 1/4" = 1'- 0" <br />c; <br />a � <br />� o a <br />u � <br />C C <br />qA @o .� <br />cn <br />c � � <br />� a � <br />T W <br />r <br />C 00 <br />-0trc`-U')rn <br />Cc6OT-�to <br />to <br />U o 64 co <br />a�Ccy)M <br />cn O <br />.0 cry Z3 O <br />?_ L LU u_ <br />(2 <br />N M L U Q <br />Ec-�a�'E <br />5 !E g <br />o P (Dco <br />'O C) a < > `CID <br />�_>sEQ'7 <br />aE�'�rn <br />cD <br />� v� E `' cs� <br />om0 � <br />O�ca cca, <br />o �7�vco <br />vOi.± u<t U c <br />tU C •E N r O <br />CN <br />uO <br />(y) <br />U) cY) <br />Z <br />< o <br />_J .�, I.L <br />cli <br />D :E <br />Z N .� <br />N <br />a N <br />M:D <br />W <br />