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<br />PAGE # 1 <br /> <br />RIDGE VENT AS PER SEe, 2309,7 <br /> <br /> <br /> l = <br /> :r <br /> EEm EEB <br /> .... .... 5: <br />EffE I EEm II I] II I] [I I] J: '-' <br />C.!) C]C] C.!) OJ <br />W W :I: <br />I DO J: ~ <br />C.!) [I II [I II [I 11 ...J 0 <br />Z ~ 0 <br /> :J or z 6' SLIDER 8' SLIDER <br /> W ~ <br /> () (0 II II II I] II II <br /> DO 0 OJ SH 35 SH 25 <br /> ~I I <br /> b 00 (0 <br /> , 11 II 11 II II <br />SH 35 b SH 35 [I <br />..- <br /> REAR ELEVATION <br /> FRONT ELEV A liON <br /> <br /> <br /> <br /> <br />I 2'.0" <br />~ . <br />1 <br /> <br />m <br /> <br />b <br />.' <br />o <br />..- <br /> <br />b <br />I <br />Co <br /> <br />D <br />DO <br /> <br />m <br /> <br />SH 32J2 <br /> <br />EEB <br /> <br />SH 32J2 <br /> <br />SH 25 EGRESS <br /> <br />STUCCO FINISH <br /> <br />LEFT ELEV A liON <br /> <br />RIGHT ELEV A liON <br /> <br />LyW1111ALL <br />\\'ORKSHALLCO~{P , t1t nD'G <br />i\LL " ES FLORIDA Bu u..v <br />PRE\! A.lllNG COD "ECTRlC CODE ANL <br />CODE., NA 110NAL EL S ORDINANCES <br />on' OF ZEPHYRHlLL <br /> <br />Oflice <br />Copy <br /> <br />PLAtJS REVIEWED <br />DATE I ~"'5~3 _g~,~) <br />BUI!"OING DEPT APPROVED~~ CJ <br /> <br />ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT <br />BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE <br />CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. <br /> <br />ALL WORK SHALL COMPLY WITH PREVAILING CODES <br />STANDARD BUILDING, PLUMBING, MECHANICAL,NEC. <br />AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON <br />ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE <br />OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE <br />VERIFIED WITH THE ENG. OF RECORD. <br /> <br /> <br />DRAWN BY <br />H. S. HANLEY TRUSS AND DESIGN <br /> <br />I ~AN ANTONIO FLA 352-588-2342 <br />DATE: 5/21/03 <br /> <br />D.W. SMITH ENGINEERING. FLORIDA # 53608 <br /> <br />MECHANICAL & ARCHITECTURAL ENGINEERING <br /> <br />352-521.0865 OFFICE 352-521-0867 FAX. <br />9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 <br /> <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THIS <br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH <br />THE FLORIDA BUILDING CODE SECTION 1606 <br />FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE. <br />DAVID W SMITH PE# 53608 <br /> <br />SCALE: 1/4" = 1'.0" <br /> <br />L <br />