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m m� <br />0 <br />FLOOR PLAN <br />SCALE: 1 /4" = 1'-0" <br />DOOR SCHEDULE C::== <br />ID Mark <br />Description <br />D-1 <br />3'-0" x 6'-8" EXTERIOR SWINGING <br />D-2 <br />3'-0" x 6'-8" INTERIOR SWINGING <br />D-3 <br />2'-0" x 6'-8" BI—FOLD <br />D-4 <br />(2) 2'-0" x 6'-8" BI—FOLD <br />D-5 <br />(2) 2'-6" x 6'-8" BI—FOLD <br />WINDOW SCHEDULE <br />I <br />I <br />ID Mark <br />Description <br />W-1 <br />3'-0" x 5'-0" SINGLE HUNG <br />W-2 <br />(2) 3'-0" x 5'-0" SINGLE HUNG <br />STRUCTURAL COMPONENT COMPLIANCE TABLE <br />PRODUCT <br />CATEGORY <br />SUB—CATAGORY <br />MANUFACTURER <br />FLORIDA STATE <br />APPROVAL # <br />ROOFING <br />ROOFING TILES <br />GAF <br />FL10124.1 <br />STRUCTURAL <br />WOOD CONNECTORS <br />SIMPSON <br />FL10852.4 (LSTA24) <br />STRUCTURAL <br />WOOD CONNECTORS <br />SIMPSON <br />FL11496.3 (LTT20B) <br />STRUCTURAL <br />WOOD CONNECTORS <br />SIMPSON <br />FL11496.2 (HTT4) <br />STRUCTURAL <br />WOOD CONNECTORS <br />SIMPSON <br />FL10456.41 (SP1) <br />STRUCTURAL <br />WOOD CONNECTORS <br />SIMPSON <br />FL10456.42 (SP2) <br />STRUCTURAL <br />WOOD CONNECTORS <br />SIMPSON <br />FL10456.23 (HTS20) <br />STRUCTURAL <br />WOOD CONNECTORS <br />SIMPSON <br />FL11470.4 (HGA10) <br />EXT. DOORS <br />SWINGING ASSEMBLY <br />JELD—WEN <br />FL12509.1 <br />WINDOWS <br />SINGLE HUNG <br />PGT <br />FL239.3 <br />NOTE: ALL INTERIOR UNITS ARE TO HAVE THE SAME DIMENSIONS, <br />SEE UNIT 6035 FOR INTERIOR DIMENSIONS OF ALL UNITS. <br />FLOOR PLAN NOTES: <br />1. (2) 2"x10" HEADER W/ (1) LSTA24 ® EA. END ABOVE NEW <br />WINDOW/DOOR & (3) 2"x4" POST W/ (1) LTT20B ® BASE ® EA. <br />END. <br />2. (2) 2"x12" BEAM W/ (2) MTS18 ® EACH BEARING LOCATION <br />3. EXISTING UNDAMAGED 4"x4" P.T. POST <br />4. (3) 2"x4" POST W/ (1) LTT208 ® BASE <br />EXISTING UNDAMAGED INTERIOR & EXTERIOR WALLS OF <br />UNITS TO REMAIN. <br />DESIGN WIND CRITERIA (FBC 2010 ED. 137 ENCLOSED <br />ULTIMATE DESIGN WIND SPEED (Vult): <br />137 MPH <br />(No Opening Protection) <br />BUILDING RISK CATEGORY <br />II <br />WIND EXPOSURE: <br />B <br />INTERNAL PRESSURE COEFFICIENT <br />+/- 0.18 <br />(GCpi): <br />DESIGN WIND PRESSURE FOR <br />EXTERIOR COMPONENT do CLADDING <br />SEE SCHEDULE BELOW <br />MATERIALS: <br />ALL NEW WINDOWS SHALL HAVE <br />A MINIMUM DESIGN PRESSURE OF +33.1 /-35.9 PSF. <br />ALL NEW SWING DOORS SHALL HAVE <br />A MINIMUM DESIGN PRESSURE OF +32.3/-35.2 PSF. <br />NOTE: THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND INDUCED <br />SHEAR AND UPLIFT FORCES, AS SPECIFIED IN THE FLORIDA BUILDING <br />CODE, 2010 EDITION. DESIGN HAS BEEN CONDUCTED UNDER THE <br />ASSUMPTION THAT THE BUILDING ACTS AS AN UNPROTECTED, <br />ENCLOSED STRUCTURE. DESIGN USES ASCE 7-10 SIMPLIFIED METHOD. <br />WALL LEGEND <br />= 4" WIDE INTERIOR FRAME WALL <br />8" TENANT SEPARATION WALL <br />SEE DETAIL C/S2 FOR INFO. <br />8" WIDE EXTERIOR WALL (COMPOSED <br />OF 4" WIDE FRAME & 4" WIDE BRICK) <br />SEE DETAIL E/S1 FOR INFO. <br />�OCIS lot, <br />� 1 1 <br />1 <br />-0 ' AtF`.9F <br />. dcA O��. <br />�PrOR10P,•'G) <br />C.� <br />co <br />O <br />c.0 <br />C\2 <br />a0 <br />r'0 <br />C� <br />LOo <br />LO <br />Z#Zz <br />zt�: <br />' <br />co <br />Q <br />a� <br />a� <br />r, 00 <br />o <br />• <br />CO <br />� <br />'4 <br />Cd 1 <br />'r' <br />Q) M C\2 <br />I~ <br />t�U 1 <br />y <br />O <br />co <br />00 <br />N Z <br />• <br />td N <br />Cd <br />C <br />.b.0 O O <br />'d <br />Cd <br />U <br />4 <br />O <br />® ❑ <br />TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY <br />1. FLORIDA STRUCTURAL ENGINEERING IS NOT <br />FOR ANY DIMENSIONS. <br />FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED <br />CHANGES TO ORIGINAL STRUCTURE SHOYM ON THESE PAGES <br />ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE <br />FOR EXISTING STRUCTURAL COMPONENTS. <br />Plans and specifications comply with the Florida <br />Building Code, section 1609 for 137 mph, 3 second <br />gust, wind zone. (2010 Ed.) <br />This drawing is valid for 12 months after the date <br />it is signed and sealed or until the requirements of <br />the 2010 edition of the Florida Building Code are <br />changed. <br />This drawing is signed and sealed for the structural <br />portions of the drawing only. Architectural, <br />electrical, or mechanical details, if shown, are for <br />visual reference only and are not covered under <br />this seal. <br />Project Name & Address: <br />VILLAGE WALK <br />39216 VILLAGE CHASE <br />ZEPHYRHILLS, FL 33540 <br />Date: Scale: <br />09/24/13 VARIOUS <br />Sheet: <br />i3,0 <br />i <br />Ir - <br />I:� <br />