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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 />Single Hung Window <br />SH26 <br />Fire Egress Window <br />PGT Industries <br />5 <br />Single Hung Window <br />(2) SH26 <br />Fire Egress Window <br />PGT Industries <br />6 <br />Sin le 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 />S <br />Interior Hollow Core Door <br />36" x 80" <br />- <br />N/A <br />N t : <br />1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT'. <br />2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS ASSET FORTH IN FBC 51" 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 />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 C) 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 />1,236 s/f Heated Living Area <br />184 s/f Covered Front Porch <br />12,Covered Rear Entry <br />11432 s/f Total Square Footage Under Roof <br />400 s/f Proposed Detached First Floor Garage <br />400 s 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 shearwaR 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 />5617 13th Street <br />Zephyrhills, Florida 33542 <br />Basic Wind Speed (V) <br />150 mph <br />Building Classification <br />"RISK" Category 11 <br />1 <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, Inc. "WILL NOT" be held liable for any <br />inaccuracies in dimensions with existing field conditions or other <br />trades on proposed plans. <br />_0 <br />(10 <br />_0 <br />r0 <br />I <br />K <br />Main house roof pitch: 6.5 / 12 <br />Front porch roof pitch: 5 / 12 <br />Main house i"inish 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 />4- 3,- 0" e>,l <br />to I III I of <br />PROPOSED FLOOR PLAN LAYOUT <br />N <br />_ e <br />U) <br />Eel <br />4x4 RT, woo <br />P05-r (TYP ) <br />Is <br />SCALE: 1 /4" = 1' - 0" <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />� o � <br />►w <br />o <br />&a <br />oc <br />a�49 <br />ix <br />Qa <br />8 v <br />� � c <br />a <br />c <br />0 - �- o <br />ca�0V)aa <br />CL CD <br />W t~��� <br />,y c� jN �M <br />En 0 <br />M S?"iL6 O <br />.r— 2- L W J FT <br />c u. <br />cc <br />(D�nva. <br />� <br />E U�� cu <br />E� <br />o�j2~r) <br />�Q.�w <br />C L <br />oM-�E� <br />; E �- <br />5 T 2 0) <br />22odoo:� <br />V)o o M �� <br />.2 :2 2 � <br />O <br />'0 O 5, F-- <br />.� Cc <br />= u- .r <br />yo.00� t-O <br />F-0 Ul--2NCL <br />-�-+ 04 <br />LO <br />cY) <br />....� <br />4-a I, — <br />M <br />ti <br />Z <br />� ac <br />(.0 sI. <br />IUDN <br />D <br />00 <br />JOB NO. <br />5617 13TH STREET <br />DATE <br />APRIL 3, 2017 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A - 3 <br />