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ENGINEER'S NOTES 1. 1 <br />DATE <br />3/28/18 <br />SCALE: �� PAGE 1 <br />1/4 = 1 O <br />ALL WORK 15 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 = T <br />3) EXF05URE 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 4 415,8 / -11,0) ZONE 5 41S.0 / -23,0) <br />FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN <br />15'-0" EXPOSURE B. <br />FLA APPROVALS <br />UNION CORRUGATING METAL ROOFING <br />MASTER RIB FL* 1211,8 <br />GAF ROOF UNDERLAYMENT <br />FL*1Oro26,1 <br />CERTAINTEED NON -VENTED SOFFITT <br />FL* 13389, I <br />HARD[ 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 VINYL WINDOW MULLIONS <br />FL* 11519,1 <br />PGT FIXED 5420 GLA58 VINYL WINDOWS <br />FL* 243,1 <br />THERMA-TRU FIBER CLASSIC <br />8'-O" SGL SWING DOOR FL* 5891,4 <br />THERMA-TRU FIBER CLASSIC <br />8'-O" DBL SWING DOOR FL*-I(o30.4 <br />SIMPSON H2.5A HURRICANE TIES <br />FL*10456,2 <br />SIMPSON H3 HURRICANE TIES <br />FL*10456.2 <br />SIMPSON LU26 U HANGERS <br />FL* 10655,10 <br />SIMPSON HUC210-2Z FACE MOUNTED <br />U HANGER FL* 10655.11 <br />SIMPSON C516Z FLAT COIL STRAP <br />FL* 13812.1 <br />SIMPSON A5U66Z POST BASE <br />FL* 10860,4 <br />SIMPSON TITEN MASONRY SCREW <br />FL* 2355.1 <br />SIMPSON SET-XP EPDXY (CONCRETE) <br />FL* 15130,5 <br />SIMPSON HETA16 EMBEDDED <br />TRUSS STRAP FL* 11413.3 <br />POWER STEEL INC <br />POWERBOX LINTELS <br />FL*11383.1 <br />POWER STEEL INC P58 (L2) <br />FL*3119,1 <br />ALL WORK OHAL1 0 III Y WITH PREVAI0 <br />CODES FLORIDA DUILOINO C00e, <br />NATIONAL ELECTRIC CODE, <br />;NCi THE CITY OF ZEPHYRHILLS <br />ORDINANCES <br />REVIEW DATE ✓ > _'t j <br />CITY OF ZEPHYRI-ffLL. - <br />PUNS EXAMINER <br />3'-0" 1'-8" 1'-4" 4'-0" <br />9'-4" <br />54'-0" <br />FRONT ELEVATION <br />22'-8" <br />LEFT ELEVATION <br />12'-8" <br />12'—S 1,L" <br />4'-4" <br />4'-0" 1'-4" <br />mm� <br />%11111;11/ € <br />e A ma <br />®• No. 5360 •° tl <br />p • ce <br />�� '••STATE OF <br />• <0R141'' <br />S° late <br />N ,••�� <br />/ <br />DESIGN SERVICES INC. <br />MOBILE/ OFFICE 352-206-5821 <br />R. S. HANLEY F O BOX 1325 sAN ANTONIO <br />FLA. 335i6 <br />EMAIL: hanley06eembarclmai Isom <br />CUSTOM HOMES AND BARNS <br />J05 NAME and ADDRESS <br />JAMIE R CREWS <br />40134 CHANCEY ROAD <br />ZEPHYRHILLS, FLORIDA <br />33540 <br />MAIN FLOOR LIVING AREA 1644 SF <br />SECOND FLOOD LIVING AREA 1060 SF <br />FRONT PORCH 251 SF <br />REAR PORCH 504 SF <br />SECOND STORY PORCH 292 SF <br />OUTSIDE CLOSET 50 SF <br />TOTAL UNDER ROOF 3001 SF <br />DAVID W. 5MM4, MS. PE, <br />FLORIDA LIC.# 53ro08 <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 />DAVIT) W. SMITH, MS. PE. LIC.*° 53605 <br />