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May720-96 04: 23P John Thomas Homes , Inc. 612 431 5791 P.02 <br /> 5tr. ucturai W000 Lore ILL ! b12-42b-b859 May 20,96 10 =40 No .003 P .02 <br /> LOUISTANA-PACIFIC CORPORATION / NOOD-E DESIGN 95.3 <br /> COMPANY: Structural Wood Corporation <br /> ,TOB ID: THOMAS KOKES KA$TER BDR14 WINDOW <br /> STATE: NN CODE: ICBG <br /> PRBDUCTi 2-PLY 1.750" X 9.500" GANG-LAM LVL 2950Fb 2.0E <br /> **WARNING - DO NOT USE THIS DESIGN AFTER: 1-31-97 <br /> VERIFY YOUR INPUT TO AVOID DESIGN AMD FAD"CATION MISTAKES. YOU ARE SOLELY <br /> RESPONSIBLE FOR ERRORS RESULTING FROM WR014G INPUT. THIS PRVORAM 15 A DESIQ,N <br /> TOOT. AND SHOULD BE USED WITH 2XTREME CARE THAT INpvT VMIFOS M AND CONCE NTR&TED <br /> LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU mhvE ANY QUESTIONS OR <br /> UNCERTAINTIES, PLEASE CONTACT L0UIF7IANA—PACIFIC-S E140INEERIXG DEPARTMM". <br /> 02910H CRITERIA rook ROOF Dom <br /> r-r--•.-0000-------------------- <br /> LtvE DEAD $pAu ALLOWABLE ALLOWABLE <br /> (PSF) (PSF) CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT INCREASE <br /> MR---- ----- -------- ----- ------- ---------- ---------- r---r--- <br /> 40 is 4.0001, 0.00 TOP L/240 L/160 15% <br /> SPAN CARRIED Is HOT CONTINUOUS. <br /> STRUCTURAL OXOMETRY <br /> ------------------•- <br /> SPAN l <br /> 10.000' <br /> TOTAL SPANA 10.00 FT <br /> CONNECTION <br /> • +� DESIGN ASSUKES COMPONENTS CARRIED ARE APPLIED TO 'IPP EDG$ OF BEAM, <br /> SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EAcX pLV, <br /> *** ATTACH 2 BEAN PLIES WITH 2 ROWS OF 16d c'OmoN xhILS ON EACH FACE <br /> STAGGERED AT 12.00" C/C. <br /> ;*4 COMPRESSION EDGE BRACING k9QUIRAD AT 96" O.C. OR LESS. <br /> INPUT LOADS <br /> SN"E TYPE LOADING SOURCE W1 W2 X1 X2 <br /> r--r- ---- ------- ------ ----rr---- ---------- -------- -------- <br /> +UNIF <br /> --- - <br /> +UNIF LIVE TOP ROOF 80 PLF 0.0000 10.0000 <br /> +UNIT' DEAD TOP ROOF 40 PLF 0.0001, 10.000' <br /> + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. <br /> MAXIMUM SECTION FORCES: MOMENT * 1457 FTTLBS SHEAR 590 LBS <br /> MAXIMUM SUPPORT RUCTIONS (LUS) <br /> ----i*.._---_------ - --- - <br /> BRG01: 596 BRG02: 598 <br /> REQUIRED DEAR ING SIZES (IN) <br /> ------------------- <br /> BRGI1: 1060 BRG#2: 1,50 <br /> LIVE LOAD DEFLC. TOTAL LOAD DEFLC. <br /> SPAR ACTUAL ALLOW. L/? ACTUAL ALLOW. I./? <br /> --r- .1.---sr ii---- ----- --- -+---- ----- <br /> 1 0.035 0.694 3416 0.052 0.658 2286 <br /> A4 to A4 <br />