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1M <br />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 />Number <br />1 <br />Exiling window io <br />variss <br />WA <br />WA <br />NIA <br />2 <br />ExISS" door to <br />r+anoin <br />VarMs <br />N/A <br />MIA <br />N/A <br />3 <br />MsuMed eexiarior <br />36" x td" <br />Now door <br />T^herma - Tru <br />FL 13459.1 R6 <br />door <br />v <br />4 <br />Horbm" sliding <br />window <br />72" x 4r <br />Now window <br />PGT Industries <br />FL 1844.2 R25 <br />5 <br />Horizontei sliddin <br />72" x 36" <br />Reese exi" <br />PGT Mrduskies <br />FL 1844.2 R25 <br />wh�dow <br />window or <br />Insiell now <br />window <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 7th EDITION (2020) 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 Building Code, <br />Existing Building, hereinafter referred to as "this code." In addition <br />to the provisions of this chapter, the provisions of Chapter 1, <br />Florida Building Code, Building, shall govern the administration <br />and enforcement of this code. <br />SECTION 101.2 <br />The provisions of the Florida Building Code, Existing Building <br />shall apply to the repair, alteration, change of occupancy, addition <br />to and relocation of existing buildings. <br />SECTION 901 <br />Level 2 alterations as described in Section 603 shall comply with <br />the requirements of this chapter. The 2020 Florida Building Code <br />- Existing Building 7th Edition. <br />This would also include any addition to the existing house. <br />It is it►• responsible of the General Contrac W to make a field <br />inspection to verify all existing field conditions and rnearurrements <br />with proposed plans for accuracy, befcxle distributing own to any <br />and all trades. General Contractor will be held liable if these <br />inaccxxacies are "NOT' subrniftd in writing to Daniel M. Osman <br />Drafting Service, Inc. before the distribution of plans. Daniel M. <br />Osman Drafting Service, Inc. "WILL NOT" be hell Mbie for any <br />inaccuracies in dimensions with existing field cor►cMions or other <br />trades on proposed plans. <br />�' . •AIVAU• • <br />EXTERIOR FINISH: <br />1/2" Portland cement plaster stucco finish over <br />concrete block. Inside of structure to be finished <br />with P.T. furring strips @ 16" o.c., 1/2" drywall <br />and R - 4.2 insulation. Portland cement plaster <br />must be applied in compliance with R703.7.2. <br />All of the above are in reference with FBC 7th <br />Edition 2020, and ASTM Section C-926. <br />107a <br />0 <br />0 <br />Existing carx"te block waft to remain. <br />Exisft 2 x frame wall to remain <br />Area of rebu#t exterior concrete block wall. Finish the <br />inferior with 1/2" drywall over min. R - 4.2 insulation over <br />P.T. fun*V strips <br />For all "exterior walls" use 2 x 4 studs Q 16" o.c. and <br />fish with 1/2" dryw*N over min. R -13 insulation. For all <br />"interior wails" use 2 x 4 studs 4124" o.c. and finish with <br />1/2" drywall. Provide min R - 13 insulation for all adjacent <br />wells or any other locations than are required by code. <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />K9.10IJ 9 i to]; I 6A <br />truck hit the front of the house and dernaged to *xWior concroe biock wall. See wall <br />legend for specific am - The intsrw frarm wak and roof sbucture "DID NOT" any <br />sustained any darnage mid Vws w# rernein. The frord porch wrougft iron cc4umn will <br />be replaced - The front porch and carport wood bearm *own to be undarnaged, once <br />contractor staft conebucbm if wood boom rood replaced he will replace size of size. <br />5. There is "NO" mechanical and / or plu nbing work required. <br />•• a r•s r _• • • • �• a • • • ••• <br />Exterior masonry walls. R - 4.2 Insulation min. <br />Ceilings: R - 38 Iran min. <br />1/2" Drywall on all ir11arior wails <br />5/8" Drywall on aN W* for ceiNrgs <br />C. Paint interior and exterior of house. <br />E. Replace shingles "as" needed <br />LIVIJL,(zM <br />O��►.IT� <br />ED FPO <br />0 <br />0 <br />5TO e E <br />C.DA9 PO ZT <br />Co <br />Mote: At ail plumbing walls use 2 x 6 studs to allow for QEP ACE E141 ST <br />ver*Wffion plumbing stacks. W V.O Li I <br />Flo ST <br />L J <br />-0 �, 4 24•1 <br />EXISTING FLOOR PLAN LAYOUT <br />SCALE: 1/4" = 1'- 0" <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />C c c <br />— 4 <br />21 <br />a <br />4 <br />saw <br />Z <br />U. <br />� <br />a <br />r m <br />a <br />°0 <br />C o <br />t, <br />J <br />O <br />C <br />C <br />C t V <br />C <br />.2 �c <br />a1e. <br />� <br />� <br />0 <br />N <br />30 <br />N <br />2+ N . . <br />aV� <br />o) <br />ECO) <br />NU-m <br />A <br />Q <br />_� <br />�00 <br />U. 06 <br />7 <br />>% <br />m <br />o v �i <br />tL <br />cm <br />a <br />Cn <br />Q <br />c7� 0.0 <br />N <br />M. - <br />0 <br />N <br />(D <br />M <br />U) <br />� <br />Z <br />� <br />�0 <br />0 <br />(� <br />O <br />L <br />Z <br />T <br />CL <br />Q <br />N <br />J <br />m <br />C_) <br />C11 <br />c.0 <br />Q <br />JOB NO. <br />5010 17TH STREET <br />DATE <br />AUGUST 25, 2023 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A-1 <br />