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01-0194
Zephyrhills
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2001
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01-0194
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Last modified
3/6/2009 2:43:05 PM
Creation date
10/3/2006 10:04:05 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
01-0194
Building Department - Name
FORSYTH,CLOIS
Address
NEWPORT DR
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<br />lII!ILillll <br /> <br />...,..:~~~~~;r~~.J.lI~grt.1tI~~~..~=~~~~1[h~~IJd...... <br /> <br />Page 2 of 4, <br /> <br /> <br />Site installed <br />ti&-down strap <br />(typical). <br /> <br />Factory installed <br />sidewall strap <br />(typical), <br /> <br />See detail '/': for <br />SlrlIp to Beam <br />attachment. <br /> <br />,-/ <br /> <br /> <br />Straps and Anchors to <br />be spaced 5'-4" D.C. <br />. max. at Wind Zone II <br />and "..0" D.C. at Wind <br />Zone III. <br /> <br />Factory iru;taJled <br />sidewall slrllp <br />(typical). <br /> <br />Strap Angle (typical) <br />Typical Doublewlde with 5/12 Root Pitch Application. <br /> <br />Factory <br />installed <br />sidewall strap <br /> <br /> <br />-~ <br /> <br /> <br />See detail' A' for <br />Strap to Beam <br />attachment. <br /> <br />--./ <br /> <br /> <br /> <br />\ . <br />Strap Angle (typical) <br /> <br />Typical Trtplewlde Application. <br /> <br /> <br />Unit Width <br />~ 24 ft, <br />. /28 ft. <br />32 ft. <br />24 ft. 5/12 root itch <br />28 ft. 5/12 root itch <br />32 ft, 5/12 root itch <br /> <br />Unit Width <br />24 ft. <br />28 ft. <br />32 ft, <br />24 ft. 5/12 root <br />28 ft. 5/12 root <br /> <br />Site installed <br />tie-down strap <br />(typical). <br /> <br /> <br />NOTE: <br />Strap angles and pier <br />heights for triple-wides <br />are the same as strap <br />angles and pier heights <br />for 28' wide units. "H <br />max~may be increased. <br />by 112 the depth of the <br />main I-beam when <br />method 1 of detail 'A' is <br />used to attach tie- <br />down straps to the <br />main I-beams. <br /> <br />'I <br /> <br />. The minimum pier <br />height 01 22" is based <br />on a 10" I-beam and <br />a 12" distance from <br />the bottom of the <br />l-beam to finished <br />grade. See note 6, <br />
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