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ENGINEERS NOTES : <br />DATE SCALE: PAGE 1 <br />3/16/20 1/4 = i -0 <br />11 <br />ALL WORK IS TO BE IN COMPLIANCE WITH ASCE 1-10 <br />AND THE 2011 FLORIDA BUILDING CODE 6th EDITION. <br />1) THE BASIC DESIGN WIND SPEED ■ 13S MPH ULTIMATE WIND DESIGN <br />/ 108 NOMINAL WIND DESIGN <br />2) RISK CATEGORY - II <br />3) EXPOSURE CATEGORY = B <br />4) ENCLOSURE CATEGORY - (ENCLOSED) <br />INTERNAL PRESSUR COEF. - +/- 0.18 <br />5) THE COMPONENT AND CLADDING DESIGN PRESSURES ARE <br />ROOF <br />ZONE 1 (+10.0 / -11.0) ZONE 2 (+10.0 / -24.0) ZONE 3 (+12.2 / -49.0) <br />WALLS <br />ZONE 4 (+15.8 / -1-1.0) ZONE 5 (+19.0 / -23.0) <br />FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN <br />25'-0" EXPOSURE B. <br />FLORIDA PRODUCT APPROVALS <br />GAF SHINGLES FL* 10124.1 <br />GAF ROOF UNDERLAYMENT <br />FL*10626,1 <br />CERTAINTEED NON -VENTED SOFFITT <br />FL* 13389, I <br />HARDI PREVAIL LAPPED SIDING <br />FL* 13192.5 <br />HARDI PREVAIL PANEL SIDING <br />FL* 13223.3 <br />PGT SH 5400 VINYL WINDOWS <br />FL* 239,E <br />PGT FIXED 5420 GLASS VINYL WINDOWS <br />FL* 243,1 <br />PGT VINYL WINDOW MULLIONS <br />FL* 1151S,1 <br />THERMA-TRU FIBER CLASSIC <br />&'-0" SGL SWING DOOR FL* 5891.4 <br />THERMA-TRU SINGLE SWING DOOR <br />WITH SIDELITE FL*1640,5 <br />THERMA-TRU FIBER CLASSIC <br />8'-O" DBL SWING DOOR FL* 1630,4 <br />CLOPAY 16' GARAGE DOOR <br />W4 FL* 5618,4 <br />SIMPSON W2,5A HURRICANE TIES <br />FL*10456,2 <br />SIMPSON H10 HURRICANE TIES <br />FL*10456,2 <br />SIMPSON HCP2 HIP CORNER PLATE <br />FL* 10441.1 <br />SIMPSON ABU66Z POST BASE <br />FL* 10860,4 <br />SIMPSON LSTA21 FLAT STRAP <br />FL* 10852,E <br />SIMPSON VTCR VALLEY CLIP <br />FL* 10861,9 <br />SIMPSON HUC210-2Z FACE MOUNTED <br />U HANGER FL* 10655,11 <br />SIMPSON HS HURRICANE TIES <br />FL*10446,6 <br />SIMPSON SET-XP EPDXY (CONCRETE) <br />FL* 15130,5 <br />W-411 <br />19'-4" <br />20 1-8" <br />251-2" <br />FRONT ELEVATION <br />RIGHT ELEVATION <br />32'-8" <br />16"-O" <br />6'-loll <br />5'-4" <br />`\�%jlllll, j j <br />�� ,IELT0 <br />J�O••.•••.••• S'�I <br />•.••10C EIVs •• i <br />1 <br />4P 4 <br />gyp. • � <br />*1 No- 53608 <br />p : STATE OF l <br />is O -• e v ` V <br />IV <br />1 <br />DESIGN SERVICES INC. <br />MOBILE/ OFFICE 352-206-SS21 <br />R, S. HANLEY P 0 BOX 1325 SAN ANTONIO <br />FLA, 3351E <br />EMAIL: hanley066embargmai I.com <br />CUSTOM HOMES AND BARNS <br />ALL WORK SHALL COMPLY WITH PREVAILING <br />CODES FLORIDA BLIli.DING CODE, <br />NATIONAL ELECTRIC CODE. ^- �ZQ <br />AND THE CITY `+ F �F.PHYRHILLS <br />ORDINANCES REV1� r)AIE <br />C1TY C)F <br />PLAN ��,,�;,,► ��. <br />JOB NAME and ADDRESS <br />CALVIN and LINDSEY DOQUE <br />PARCEL* 10-24-21-0010-09100-0020 <br />8 th AVE ZEPHYRHILLS, FLORIDA <br />33542 <br />MAIN LIVINGS AREA 21roro SF <br />FRONT ENTRY Sro SF <br />REAR COVERED PORCH 43ro SF <br />GARAGE 495 SF <br />TOTAL UNDER ROOF <br />3183 SF <br />DAVID W. SMITH, MS. PE, <br />FLORIDA LIC,* 53608 <br />352-521-0865 OFFICE 352-521-0861 FAX, <br />9909 WALLASTON DRIVE DADE CITY ,FLA, 33525 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THIS <br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH <br />ASCE 1-10 AND THE 2011 FLORIDA BUILDING CODE <br />6th EDITION, <br />DAVID W, SMITH, MS. PE. LIC.* 53606 <br />