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No. Revision/Issue Date <br />4-1-r," <br />FLOOR PLAN <br />SCALE: 1 /4" = 1'-0" <br />0 <br />DOOR SCHEDULE <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 />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 i <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) LTT20B @ 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 & 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 />y <br />co <br />E- � <br />C� "t <br />O <br />Ci2 <br />CC) <br />L0 co <br />LO <br />• �—' co <br />N O <br />C) o CIO <br />• co <br />� <br />O �T- <br />a coa <br />c <br />4-J N <br />N <br />P1 <br />CO <br />> O <br />U� <br />•' �T <br />cc <br />IO <br />CCS N <br />Z <br />� <br />O <br />coCd <br />N <br />r i W E-� 0., <br />O <br />CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY <br />CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT <br />RESPONSIBLE FOR ANY DIMENSIONS. <br />FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED <br />CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES <br />ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE <br />FOR EXISTING STRUCTURAL COMPONENTS. <br />Plans and specifications comply with <br />the Florida <br />Building Code, section 1609 for 137 <br />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 <br />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: <br />Scale: <br />09/24/13 <br />VARIOUS <br />Sheet: <br />�i <br />i —3 <br />' <br />/ <br />1 <br />I <br />I <br />%s. oh AT ..\ <br />