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REVISIONS _ <br />N01 DATE I DESCRIPTION <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 />1 <br />Existing window to <br />Varies <br />- <br />- <br />- <br />remain <br />2 <br />Existing door to <br />Varies <br />- <br />- <br />- <br />remain <br />3 <br />Insulated exterior <br />32" x W' <br />- <br />Therms - Tru <br />FL 7640.1 R8 <br />door <br />C on <br />4 <br />Insulated exterior <br />72" x 80" <br />Temp glass <br />PGT Industries <br />FL 331.3 R14 <br />french door <br />5 <br />Single hung window <br />SH 24 <br />- <br />PGT Industries Inc. <br />FL 1435.5 R20 <br />6 <br />Single hung window <br />2 SH 25 <br />Fire egress window <br />PGT Industries Inc. <br />FL 1435.5 R20 <br />7 <br />Interior hollow core <br />28" x 80" <br />- <br />NIA <br />NIA <br />door <br />8 <br />Interior hollow core <br />30" x 80" <br />- <br />NIA <br />NIA <br />door <br />9 <br />Interior hollow core <br />32" x 80" <br />- <br />N/A <br />N/A <br />door <br />10 <br />Interior hollow core <br />30" x 80" <br />- <br />NIA <br />N/A <br />bi fold door <br />11 <br />Interior hollow core <br />36" x 80" <br />- <br />NIA <br />NIA <br />bi-fold door <br />12 <br />Interior hollow core <br />48" x 80" <br />- <br />NIA <br />NIA <br />bi-fold door <br />=•• 717PIVIT77rem• <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 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 />BLOCK UP EXISTING OPENING AND <br />EXTERIOR TO BE FINISHED AS <br />FOLLOWS <br />Match existing painted texture finish over concrete <br />block. Inside of structure to be finished with P.T. <br />furring strips @ 16" o.c., 1/2' drywall and R-6 <br />insulation between. Portland cement plaster must be <br />applied in compliance with R703.7.2. All of the <br />above are in reference with FBC 6th Edition 2017, <br />and ASTM Section C-926. <br />UPI I I W, • I • Iit • • I <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 - 6 insulation over P.T. furring strips <br />For all "exterior walls" use 2 x 4 studs @ 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 @ 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 />N <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. Dane) 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 />-UP <br />EXISTING /PROPOSED FLOOR PLAN LAYOUT <br />6 <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 />o <br />V <br />a <br />� N p <br />es cn v <br />bD s, <br />ao <br />A � <br />y, L <br />M (D <br />L p <br />78 0 <br />CS,-o 1? o <br />2� � L1J � N <br />Q. C X�.. 0 0 <br />C cc CC CD .Q � CO <br />V V E Q cC7 <br />115 U <br />(D co 4) '0 <br />L L N V-JU- <br />C U) CL o j a <br />Ec's8'vE <br />O _ i in co <br />M <br />C 3 > Q > <br />°aCoco <br />tvEiE®°�'2� <br />p �- > N co <br />m'c� c1L-� o <br />co <br />�N i2=Nck <br />CV <br />^ v CM <br />Z v J _T3 <br />Q O <br />LL. <br />r-- cr) <br />Z M a <br />�. <br />a Wn N <br />Z) <br />m <br />JOB NO. <br />5737 18TH STREET <br />DATE <br />MARCH 23, 2019 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A - 4 <br />SCALE: 1/4" = 1'- 0" <br />