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Window and Door Schedule <br />No. <br />Type <br />Size <br />Notes <br />Door or Window <br />Manufacturer Name <br />1 <br />Insulated Exterior Door <br />36" x 80" <br />- <br />Therma - Tru <br />2 <br />Insulated Exterior French <br />Door <br />32" x 80" <br />Tempered Glass <br />PGT Industries <br />3 <br />Single Hung Window <br />SH24 <br />- <br />PGT Industries <br />4 <br />Hung Window <br />SH26 <br />Fire Egress Window <br />PGT Industries <br />5 <br />—Single <br />Single Hung Window <br />(2) SH26 <br />Fire Egress Window <br />PGT Industries <br />6 <br />Single Hung Window <br />SH 1/2 36 <br />Fire Egress Window <br />PGT Industries <br />7 <br />Interior Hollow Core Door <br />30" x 80" <br />- <br />N/A <br />8 <br />Interior Hollow Core Door <br />32" x 80" <br />- <br />N/A <br />9 <br />Interior Hollow Core Door <br />36" x 80" <br />- <br />NIA <br />N e: <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 5"' 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 />Wall Legend 12cscrilltiion: <br />For all "exterior walls" use 2 x 4 studs � 16" o.c. with <br />minimum R - 13 insulation and 1/2" drywall on the inside. <br />For all "interior walls" use 2 x 4 studs *.. 24" o.c. with <br />1/2" drywall each side. <br />Note: At all plumbing walls use 2 x 6 studs to allow for <br />ventilation plumbing stacks <br />- ----- Closet maid ventilated shelving. <br />SSgguare Footage Breakdown: <br />1,236 s/f Heated Living Area <br />184 s/f Covered Front Porch <br />12 s/f Covered Rear Entry <br />17432 s/f Total Square Footage Under Roof <br />400 s/f Proposed Detached First Floor Garage <br />400 s/f Proposed Detached Second Floor Heated <br />Living Area Over Garage <br />800 s/f Total Square Footage Under Roof <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 />1 - Simpson "HTT16" tension hold down ties <br />required at the beginning and end of the shearwall <br />segment adjacent to typical required double stud. <br />NOTE: Use 1/2" diameter anchor bolt doweled <br />every 21" o.c. max. and all corners and each side <br />of all door and window opening. <br />NOTE: (MIN. 5" embedment into the slab or top <br />course concrete filled stemwall). <br />DESIGN AND WIND CRITERIA <br />(FBC 5th EDTION 2014 RESIDENTIAL) <br />Address: <br />5010 9th Street <br />Zephyrhills, Florida 33542 <br />Basic Wind Speed V) <br />150 mph <br />Building Classification <br />"RISK" Category II <br />Wind Importance Factor (1) <br />1 <br />Wind Exposure <br />C <br />Internal Pressure Coefficient <br />+ / - 0.18 <br />(GCpl) <br />DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT <br />AND CLADDING MATERIALS <br />Table 6 - 3B ASCE 7-02 <br />Doors <br />41.75 psf <br />Windows <br />49.25 psf <br />NOTE - <br />THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND <br />INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED <br />TO COMPLY WITH THE FLORIDA BUILDING CODE 5th <br />EDITION 2014 RESIDENTIAL, SECTION R 301.2.(1) WITH <br />A (3 SECOND WIND GUST). <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, tnc. "WILL NOT" be held liable for any <br />inaccuracies in dimensions with existing field conditions or other <br />trades on proposed plans. <br />19] <br />I <br />9J <br />NOTE:' <br />Main house roof pitch: 6.5 / 12 <br />Front porch roof pitch: 5/12 <br />Main house finish ceiling height: 10' - 0" <br />Front porch finish ceiling height: 8' - 0" <br />All door and window header height to <br />start at: 8' - 0" <br />I2.1- T!s Z)1-0 IOl- ib <br />I I I <br />o <br />gEDeM ¢2 <br />M A 5TE.R <br />51 <br />o I� II Lam' <br />w — N <br />O O <br />K iTGtJEd � <br />0 <br />B E..[Z r''i 4 3 <br />LIVI�JC,V,M <br />S <br />7 -3 _,3 <br />3 <br />r <br />U) <br />COvr. VED o <br />co F20 _ <br />c <br />L S ir..F 0 t► j PeAI L_ I i' --- 4,K 4 P. T. p ooc? <br />PET& I L- 1701Z <br />rIN+' MOIZE- 10PO <br />F5 <br />REVISIONS <br />NO DA-T-F DESCRIPTION <br />v � � <br />C � <br />Q <br />u L ca <br />s. <br />� flQ0 v ^C C <br />•- 8 a. <br />r« '= 24.1. C <br />c <br />Qn <br />y i <br />CJ <br />•Ix c. <br />0 a) <br />(1) -C a� <br />La N O 00 <br />Q =�cr-ow <br />C c6 It `— CAD <br />4)�°�� <br />>aimo0,)i-2 <br />cQ .2 ch g Ir O <br />L ui J LL <br />0 U Q. <br />E <br />�� U-0L cv <br />V p U E' <br />o (_5L a) m <br />-a p 3 Q. <br />o >, -S E o <br />a-00�rn <br />o m a) <br />O o cc cCo <br />O �- Ton <br />a) ID P ►� .rc va C <br />o <br />Q� LO <br />M <br />Z <br /><[ o <br />0. cr) cr1 <br />CD co <br />Z <br />CL <br />!f) N <br />r-- <br />I <br />10B NO. <br />417 13TH STREET <br />DA 1T <br />APRIL 3, 2017 <br />DRAWN BY <br />Daniel M. Ossman <br />V., <br />PROPOSED FLOOR PLAN LAYOUT <br />SCALE: 1 /4" = V - 0" <br />SHEET NCB. <br />A - 3 <br />