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<br />-~~I i~w.';=';:~:~~~L::'~:':~~;;~111r"(~~:~7~ . <br />391 W. AI(~ st.. rlvet_. FL 32778 (352) 7042.7171/ fax (352) 742.7197 ' <br /> <br />Maln wind force resisting systems (PSF) <br />Max-pres Max+ res GCpe Cp. <br />x 21.83 1.272 0.8 <br />-10.43 x .-0.477 .0.3 <br />.19.55 x -1.113 -0.7 <br />x 10.43 0.477 0.3 <br />.;19:55 x .1.113 .0.7 <br />-16.15 x -1.113 -0.7 <br />-19.55 x ..1,113 -0.7 <br /> <br />Job Name:' Cook Po.rtable Warehouses <br />Client: Cook Warehouses. Inc. <br />W/NO LOAD CALCULATIONS BASED ON ASCE 7-98 <br />"Minirnc.m Design loQds for Buildings & Other Strucll.res" <br />q=.OO256 )( f( x (I )( V)-2 <br />1== 1.06 (within 100 mi. of hurricane oceanlino) <br />K= 0.37 (height 0-15ft.) <br />K~ 0.42 (height 15-2Oft.) <br />v=1 110 '(wind velocity. mph) <br />G GCpi <br />1.59 0.25 <br /> <br />q <br />14.34 <br /> <br />Windward Wall <br />Leeward Waif <br />Side Walls <br />Roof - Normal to ridge (windward) <br />Roof - Normal to ridge (leeward) <br />Roof - Parallel to ridge (windward) <br />Roof - Parallel to ridge (leeward) <br /> <br />Walls, comers (4 ft. both sides of comers) <br />Walls. side and end walls <br />Roof, first 2ft. of eaves, rake, and ridge <br />Roof, main field of roof <br /> <br /> <br />Components & Cladding (PSF) <br />GC~ <br />-1.7 <br />-1.4 <br />-1.2 <br />-2.5 <br /> <br />x <br />x <br /> <br />GCp <br />1.3 <br />1.3 <br /> <br />x <br />X <br /> <br />Standard Building Code recognizes "ASeE Minimum Design Loads.." as substitute <br />for S8CII Wind Pressures, hence the follOwing garage door pressure applies: <br /> <br />O\NP = 1.5 x compo press. for walls/end walls ::: <br /> <br />-40.36 ps.f <br /> <br />J. Lee Smith. P.E. <br /> <br />-J. Lu~ <br /> <br />J. LEE s~f~'Z- <br />1299 W. FAIRBANKS AVE STE B <br />WINTER PARK. FL 32789' <br />FL CERTIFICATION '361n <br /> <br /> <br />