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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 />- <br />Therma - Tru <br />FL 7640.1 R8 <br />door <br />Corporation <br />2 <br />Insulated exterior <br />36" x 80" <br />Temp glass <br />PGT Industries <br />FL 331.3 R14 <br />french door <br />3 <br />Sin k hung window <br />36" x 36" <br />PGT Industries Inc. <br />FL 1435.5 R20 <br />4 <br />Single hung window <br />35" x 80" <br />- <br />PGT Industries Inc. <br />FL 1435.5 00 <br />5 <br />Single hung window <br />2 35" x 60" <br />- <br />PGT Industries Inc. <br />FL 1435.5 R20 <br />6 <br />Single hung window <br />35" x 62" <br />Fire egress <br />PGT Industries Inc. <br />FL 1435.5 R20 <br />window <br />7 <br />Single hung window <br />(2) 26" x 62" <br />Fire egress <br />PGT Industries Inc. <br />FL 1435.5 R20 <br />window <br />8 <br />Interior hollow core <br />24" x 80" <br />- <br />NIA <br />N/A <br />door <br />9 <br />Interior hollow core <br />30" x 80" <br />- <br />N/A <br />NIA <br />door <br />10 <br />Interior hollow core <br />32" x 80" <br />- <br />NIA <br />NIA <br />door <br />=76 re.-GIT. 1714 • ,lo•. 1• <br />1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT". <br />2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS AS SET <br />FORTH IN FBC 6th 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 />i <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 />Existing concrete block wall to remain. <br />Existing 2 x frame wall to remain <br />New 8" concrete block wall. Finish the interior with 1/2" <br />drywall over min. R - 4.2 insulation over P.T. furring strips <br />For all "exterior walls" use 2 x 4 studs Q 16" o.c. and <br />finish with 1/2" drywall over min. R -13 insulation. For all <br />"interior walls" use 2 x 4 studs Q 24" o.c. and finish with <br />1/2" drywall. Provide min R -13 insulation for all adjacent <br />walls or any other locations 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 />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 />It is the responsible of the General Contractor to make a field <br />inspection to verify all existing field conditions and measurerrmft <br />with proposed plans for accuracy, before disfibu" 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. WLL NOT" be held liable for any <br />inaccuracies in dimensions with existing field conditions or other <br />trades on proposed plans. <br />:Q <br />M <br />ao <br />N <br />0 <br />EO <br />J, 201- 311 <br />11 RLD' - S'' <br />M <br />KJO-M: <br />S EE�4*1R2Ai L <br />trro.l 2\A/&-( <br />005Z 5Ec-n �>J <br />Fors 4.0W Fo <br />LO . <br />EXISTING / PROPOSED FLOOR PLAN LAYOUT <br />0 <br />no <br />0 <br />N <br />d` <br />N <br />4'1x 4 wooD <br />Pe $-r (*T(P. <br />REVISIONS <br />N01 DATE FDFSCRIPTION <br />� eo <br />0 <br />8 8 a <br />o <br />is `n <br />y <br />.0 <br />` G c <br />a4)0V SOD <br />m M W N <br />a�°� moo <br />c Fv 0— p,W M <br />c 25 EQM <br />c M <br />M ' o <br />tz� .JU- <br />m M�° a <br />r <br />5 =M <br />cLtV F' <br />c'>a.?c�o <br />>, <br />o � IV ► <br />Ea-5C°�rn <br />So��'w12 919 <br />�o -g �_ �- <br />v-"Z _ <br />Qj <br />chic t: � IL— �_ o <br />c� <br />�N a Na. <br />`6-0 N <br />Z U) <br />MC 0 <br />Z N <br />Lr) a <br />0 N <br />J <br />m <br />w <br />0 <br />JOB NO. <br />5524 1TH STREET <br />DATE <br />DECEMBER 21, 2019 <br />DRAWN BY <br />Daniel M. Ossman <br />SCALE: 1/4" = 1' - 0" <br />SHEET NO. <br />A 5 <br />