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Window and Door Schedule <br />No. <br />Type <br />Size <br />Notes <br />Door or <br />Florida <br />Window <br />Product <br />Manufacturer <br />Approval # <br />Name <br />1 <br />Insulated exterior <br />36" x 80" <br />36" x 80" door with fixed <br />Therms - Tru I <br />FL 7640.1 R8 <br />door <br />glass transom above <br />Corporation <br />2 <br />Insulated exterior <br />72' X 80' <br />72" x 80" door with fixed <br />PGT Industries Inc. <br />FL 331.3 RI <br />french door <br />lass transom above <br />3 <br />Single hung window <br />SH 23 <br />- <br />PGT Industries Inc. <br />FL 1435.5 R20 <br />4 <br />Single hung window <br />SH 24 <br />- <br />PGT Industries Inc. <br />FL 1435.5 R20 <br />5 <br />Single hung window <br />SH 25 <br />New fire egress single <br />PGT Industries Inc. <br />FL 1435.5 R20 <br />hung window <br />0 <br />Single hung window <br />SH 112 34 <br />- <br />PGT Industries Inc. <br />FL 1435.5 R20 <br />7 <br />Single hung window <br />SH35 <br />PGT Industries Inc. <br />FL 1435.5 R20 <br />8 <br />Interior hollow core <br />24" x 80" <br />NIA <br />N/A <br />door <br />9 <br />Interior hollow core <br />30" x 80" <br />- <br />NIA <br />NIA <br />door <br />10 <br />Interior hollow core <br />32" x 80" <br />- <br />N/A <br />NIA <br />door <br />11 <br />Interior hollow core <br />36" x 80" <br />- <br />N/A <br />N/A <br />door <br />New door and / or widow notes. <br />1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT". <br />2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS ASSET <br />FORTH IN FBC 8th EDITION (2017) RESIDENTIAL, SECTION R 301.2.1.2 <br />3. Any products that are substituted, must meet or exceed products specified. Contractor <br />"MUST" provide data to building inspector at time of inspection. <br />4. Contractor "MUST FIELD VERIFY" all existing openings specified on this project, then <br />coordinate with manufacture before purchasing any doors and / or windows. Daniel M. Ossman <br />Drafting Service, Inc. ,is NOT" responsible for any errors in sizes, in the door / window schedule. <br />SECTION 101.1 <br />These regulations shall be known as the Florida <br />Building Code, Existing Building, hereinafter referred to <br />as "this code." In addition to the provisions of this <br />chapter, the provisions of Chapter 1, Florida Building <br />Code, Building, shall govern the administration and <br />enforcement of this code. <br />SECTION 101.2 <br />The provisions of the Florida Building Code, Existing <br />Building shall apply to the repair, alteration, change of <br />occupancy, addition to and relocation of existing <br />buildings. <br />SECTION 801 <br />Level 2 alterations as described in Section 504 shall <br />comply with the requirements of this chapter. The 2017 <br />Florida Building Code - Existing Building 6th Edition. <br />New 8" exterior concrete block wall, with interior finish <br />1/2" drywall over R - 6 insulation over P.T. furring strips. <br />"optional" interior finish at non -heated living area. <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. <br />Note: At all plumbing walls use 2 x 6 studs to allow for <br />ventilation plumbing stacks <br />Closet maid ventilated shelving. <br />Florida <br />Product Approval <br />Product Category <br />Manufacturer <br />Approval Number <br />Precast Concrete Lintel <br />Cast - Crete <br />FL 168.1 R10 <br />Hardie Board <br />James Hardie Building <br />FL 13192.1 IRS <br />Products, Inc. <br />Asphalt Shingles <br />GAF Materials Corp <br />FL 10124.1 R20 <br />Ridge Vents <br />GAF Materials Corp <br />FL 6267.1 RI <br />Vented Vinyl Soffit <br />Kaycan <br />FL 16503.3 R3 <br />Note: <br />1. Any products that are substituted, must meet or exceed products specified. <br />Contractor "'MUST" provide <br />all product data to building inspector at time <br />of inspection. <br />It is the responsible of the General Contractor to matte 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 />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 />11584 s/f Heated living area <br />208 s/f Covered front porch <br />.& sK Covered rear porch <br />19872 s/f Total Square Footage Under Roof <br />o <br />0 <br />0 <br />0 <br />O <br />0 <br />4-0. <br />221-011 ., 10I_0 <br />24. <br />I <br />EQ EQ EQ J E-Q <br />2.4'' Co I - O'' 24" Lo , - O ,' 2.4,' <br />31-0" LoI -O'' <br />32 I- a„ <br />PROPOSED FLOOR PLAN LAYOUT <br />I Lam'' <br />EQ I EQ <br />4-ot " <br />Z4,, <br />()F-T& I L- C9Z <br />M O P_E., I elrFo <br />(-ry P. ) <br />3'- v' <br />d- <br />I• <br />3 <br />M <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />w <br />c � c <br />a a <br />a <br />go ton _ <br />o <br />as Gi <br />A <br />�o <br />� � a <br />a� <br />D <br />M <br />LD Z <br />0 <br />z o >. <br />AR T-M <br />M W N <br />NCO <br />C l0 0 <br />o <br />y� V J LL <br />LL <br />C (n C. ,0 U fl. <br />s°� o <br />� f U��z M <br />U taLV � ~ V <br />O; C_ L O O <br />c:o� <br />� <br />tEEm0E�Q <br />N 0 O N <br />U O l^7 <br />° 0 L->ki <br />L0 M >' 1- <br />4) a r r- C 1- �_ o <br />ON CL2Na <br />CN <br />M <br />U) <br />Z <br />Cn <br />Q <br />.O <br />J <br />LL <br />r <br />0 <br />cM <br />Z <br />Os <br />CL <br />0 <br />N <br />J <br />D <br />m <br />JOB NO. <br />5203 17TH STREET <br />DATE <br />APRIL 28, 2018 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />SCALE: 1/4" = 1'- 0" <br />A 3 <br />