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O <br />In <br />N <br />0 <br />I 0 <br />— SIMPSON HETA16 0 <br />TRUSS TO MASONRY <br />CONNECTIONS, TYP. <br />SIMPSON H3 OR <br />VALLEY CLIPS 0 HIP <br />VALLEY CONNECTIONS, <br />TYP. <br />6 0 <br />)NRY <br />YP. <br />Q`nL THEODORE WEISS <br />F .B. C . PLANS T. L HANSON 35150 COLONY HILLS DR WINO 20NE <br />ENGINEERING SERVICE, INC. & ASSOCIA INC I hereby certify that I have reviewed this plan and found it to be in ZEPHYRHILLS, FL. 33541 110 MPH <br />38351 COUNTY RD. 54 compliance with design requirements of the Florida Building Code, 2007 0 SCALE <br />CONSULTING ENGINEERS ( GARAGE <br />ZEPHYRHILLS, FL. 33542 ENGINEERING BUSINESS NO. E95830 edition, including 2009 supplements. 1 0� <br />Post Office Box 1728 <br />TOLL FREE FAX 1(866)824-7894 Dods Cry. Ftorfdo 33526 DRAWN BY: DATE SHEET NO. <br />(352) set -5848 THOWAS L HANSON PE P.E. #38654 WYLINE MCMILL4N 09/27/10 5 OF 7 <br />- - -- --- - - - - -- --- - - - - -- ------------------------------ <br />--- - - - - -- <br />------------------------------ <br />--- - - - - -- <br />--- - - - - -- <br />-------------------- <br />--- - - - - -- <br />--- - - - - -- <br />--- - - - - -- <br />o > <br />--- - - - - -- --- - - - - -- - - - -= - <br />\ <br />\ <br />oe <br />\\ <br />N <br />> <br />- - -- <br />- - - - <br />- - -- <br />-- - -- <br />- - -- <br />- - -- <br />- -- <br />-C <br />N <br />\ <br />I <br />r _� --- - - - - -- --- - - - - -- --- - - - - -- <br />--- - - - - -- <br />--- - - - - -- <br />--- - - - - -- <br />--- - - - - -- <br />--- - - - - -- <br />-- - <br />-- <br />- - <br />--- - - - - -- <br />--- - - - - -- <br />--- - - - - -- <br />--- - - - - -- <br />--- - - - - -- <br />--- - - - - -- --- - - - - -- --- - - - - -- -- <br />-0' <br />40' -0" <br />ENGINEERS NOTES: <br />BASIC WIND VELOCITY: 1 10mph, 3 sec. gust <br />S I M P S O N H ETA 1 <br />IMPORTANCE FACTOR: 1.0 <br />TRUSS TO MAS( <br />EXPOSURE CATEGORY: 8 <br />GARAGE — ROOF PLAN CONNECTIONS <br />INTERNAL PRESSURE: +/ -.18 ENCLOSED <br />SCALE: 1/4 " =1' - 0" <br />COMPONENTS & CLADDING (PSF): <br />ROOF - 12.5/ -42.1, WALL - 21.8/ -29.1, <br />OVERHANG - -68.3 <br />ROOF LIVE LOAD: 25 PSF /DEAD LD. 15 PSF <br />— SIMPSON HETA16 0 <br />TRUSS TO MASONRY <br />CONNECTIONS, TYP. <br />SIMPSON H3 OR <br />VALLEY CLIPS 0 HIP <br />VALLEY CONNECTIONS, <br />TYP. <br />6 0 <br />)NRY <br />YP. <br />Q`nL THEODORE WEISS <br />F .B. C . PLANS T. L HANSON 35150 COLONY HILLS DR WINO 20NE <br />ENGINEERING SERVICE, INC. & ASSOCIA INC I hereby certify that I have reviewed this plan and found it to be in ZEPHYRHILLS, FL. 33541 110 MPH <br />38351 COUNTY RD. 54 compliance with design requirements of the Florida Building Code, 2007 0 SCALE <br />CONSULTING ENGINEERS ( GARAGE <br />ZEPHYRHILLS, FL. 33542 ENGINEERING BUSINESS NO. E95830 edition, including 2009 supplements. 1 0� <br />Post Office Box 1728 <br />TOLL FREE FAX 1(866)824-7894 Dods Cry. Ftorfdo 33526 DRAWN BY: DATE SHEET NO. <br />(352) set -5848 THOWAS L HANSON PE P.E. #38654 WYLINE MCMILL4N 09/27/10 5 OF 7 <br />