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REVISIONS <br />NO DA-11 D St_RIP110 <br />Window and Door Schedule <br />No, <br />Type <br />Size <br />Notes <br />Door or Window <br />Manufacturer Name <br />1 <br />Existing door to remain <br />Varies <br />Existing door to remain <br />N/A <br />2 <br />Single hung window <br />SH 25 <br />New fire egress window <br />PGT industries <br />3 <br />Insulated exterior french <br />door <br />72" x 80" <br />Temp glass door <br />PGT industries <br />4 <br />Interior hollow core door <br />30" x 80" <br />New door or change - out if needed <br />N/A <br />5 <br />Interior hollow core bi - fold <br />door <br />24" x 80" <br />N/A <br />N/A <br />6 <br />Interior hollow core bi - fold <br />door <br />48" x 80" <br />N/A <br />N/A <br />7 <br />Interior hollow core bi - fold <br />door <br />72" x 80" <br />_ N/A ^ T <br />N/A <br />" <br />1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT". <br />2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS AS SET FORTH IN FBC 51n 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 />40 <br />_ 2.11 <br />-1 141- b 11 _I co 1- 0j1 J 19 I— (0 11 T <br />�,- O11 <br />E4QE55 <br />PROPOSED FLOOR PLAN LAYOUT <br />Gti-:?. i 2411, <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 />FRAME WALL TIE4N: <br />Tie-in new 2 x _ frame wall into existing <br />2 x _ frame wall with 1/2" dia lag bolts or <br />1/2" thru bolts at 24" vertically o.c. <br />:2) Ex,-IeC55 <br />SCALE: 1 /4" = 1'- 0" <br />Existing bathroom in the <br />house already has a 2'- 8" <br />handicap door. <br />EXISTING FLOOR PLAN LAYOUT <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 />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 />State of Florida Energy calculation form overrides <br />any insulation R - values shown on plans. Contractor <br />"MUST" coordinate and verify with mechanical <br />contractor before the installation of insulation <br />and mechanical equipment. <br />SCALE: 1/4" = 1'- 0" <br />� c 3 <br />✓� pip � •p C <br />� = u <br />ce o 0 <br />v <br />E a+ <br />O E. •E s. ° <br />a 8 � <br />•�I .r <br />L <br />1 <br />z <br />-0 aa)) 4- <br />o <br />cL C. C) Nao <br />N N M N <br />Q C) � <br />C M CO CD <br />N� j�<M <br />a) C <br />M <br />>�co -moo <br />Z �w_Ju_ <br />c� Q M <br />(p U) U a <br />I E.� E <br />( �$UoLi`� <br />c 0 E_ U 2 a) M <br />I o �>•-9 °)Ep- <br />EE L <br />-a-0 <br />=v�� <br />�- 0 0m a) �� <br />O Q r <br />a) co <br />1 U j,i— <br />�.2U— C <br />C a) F— 0 <br />i <br />3 <br />t <br />I 4-4 qT <br />(1) Lh <br />co <br />V1 L. M <br />V J 4-0-0 cu <br />Z (/) -0 <br />Q C O0 <br />cli <br />W " <br />M >' <br />Z 04 r <br />o L0 a) <br />Q N <br />D <br />M <br />W <br />7 <br />N�: <br />5238 4TH STREET <br />SEPTEMBER 5, 2016 <br />I la A� N °f <br />Daniel M. Ossman <br />