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03-1857
Zephyrhills
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2003
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03-1857
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Last modified
3/6/2009 3:09:32 PM
Creation date
12/5/2006 12:21:15 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
03-1857
Building Department - Name
NADER,TERRY
Address
5854 16TH ST
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<br />AnchorCatcs_NCTL-21U-264U-I <br /> <br />LoIld cak:ulatiobS based OD NCTL-21Q...2640-1 test data. <br />Wiadow IUlit 1nIS a Slbgle H..... Ox. <br />NCTL-111-2MO-l ..sed Sm.. (3116" onealed) glass. <br /> <br />.. All Fltsteaen are #18 x 1.750 wood screws, with MID. 1.250 penetratiOD.. <br />Material (b1lC:k type) - Soatbem Piae.. <br />Table 11.3 from Wood Screw _...1 "" Allowable shear '"' <br /> <br />x <br /> <br />171 Ibs. <br />1.33 for windload <br />118 lbs. <br /> <br />~ <br /> <br />Wiadow Width "" <br />WiIldow Beigllt "" <br />Total Ala = <br />Tottd Load (+)- <br />Total Load (-) "" <br /> <br />r <br /> <br />55.010 <br /> <br />., <br /> <br />55.108 ia. <br />98.... bt. <br />34.375 sq. fl <br />1546.875 lbs. , <br />1S46.875 Ibs. <br /> <br /> <br />Positive DesigD Pressure "" <br />Negative DesigB Pressure .. <br /> <br />dlpsf <br />45.lpsf <br /> <br />98.081 <br /> <br />~. <br /> <br />,- <br /> <br />45.181 <br /> <br />Area f-m..... Area Load + Load - <br />Ac:reu IMed ofwll.dow: 5.178 sq. fl 228.516 Ibs.. 128.516 Ibs. <br />Across left j.... at thed: 3.S 16 sq. ft. 158.203 Ibs. 158.203 Jbs. <br />Across leftjUlb at sash: 3..516 sq. It. 158.283 Ibs. 158.283 lbs. <br />At ~ rail: 11.156 sq. ft. 457.031 Ibs. 457.031 Ibs. <br />Acreu sHI.t1dodow: 5.078 sq. It. 228.516 Ibs. 228.516 Ibs. <br />Acl'OSll rigllt juab at sash: 3.516 sq. fl 158.283 Ibs. 158.203 Ibs. <br />Across right jamb at bed: 3.516 sq. It. 158.283 Ibs. 158.283 Ibi. <br /> Total: 34.375 sq. It. 1546.87Slbs. 1546.875 Ibs. <br />Alacbor T .-.If_: <>tv. Fast. Area Load + I..d - RataIt <br />Across bead of window : 2 5.178 sq. ft. 114.258 Ibs. 114.258 Ibs. OK <br />Across left jamb at find: 2 3..516 sq. It 79.112 Ibs. 79.102 Ibs. OK <br />At IDeethag nil : .t,:2 5.078 sq. It. 114.258 Ibs. 114.258 Ibs. OK <br />Across left jamb at sash : 2 3.516 sq. It. 79.111Ibs. 79.112 lbs. OK <br />Across sUI ofwbtdow: 2 5.078 sq. ft. 114.258 Ibs. 114.258 Ibs. OK <br />Across riglat jamb at sasb : 2 3.516 sq. ft. 79.102 Ibs. 79.112 Ibs. OK <br />At meetiag rail : 2 5.078 sq. ft. 114..258 Ibs. 114.258 Ibs.. OK <br />Across rig.ll.t jamb at fhed : 2 3.516 sq. ft. 19.112 Jbs. 79.112Ibs. OK <br /> Total: 34.375 sq. ft. 773.438lbs. m.438 Ibs. <br /> Mwmllllll Load at Anchor" 114.26 Ihs. 114.26 Ibs. <br />M~ Load (Positive -Negative) "" 114.26 Ibl. <br /> <br />~or <br /> <br />+ <br /> <br />Paae 1 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />r <br />
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