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May,-20-96 04: 23P John Thomas Homes , Inc_ 612 431 5791 P. 06 <br /> Structural wood torp Itl_: blZ-42b-bUby maV 'LU,Vb1 1U:4U NO .UU6 F'.I)b <br /> Page 1 SC <br /> LOUISIANA-PACIFIC CORPORATION / NOOD-E DESIGN 95.2 <br /> comPANY: st.ruoturol Wood Corporation <br /> JOB ID: THOMAS HOMES GARAGE DOOR HEADER <br /> STATE: MIT CODE: ICHO <br /> PRODUCT: 2-PLY 1.750" X 9.500" GANG-LAPP LVL 295OPb 2.0E <br /> **WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97 <br /> VSRIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY <br /> RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. 'SUIS PROGRAM IS 1% DESIGN <br /> FOOL AND SHOULD BE USED WITH EXTREME CARE MT INPUT 1UNIFORM AND CONCENTRATED <br /> LOADS ARE ACCURATE IN KhGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR <br /> UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT. <br /> DESIGN CRITERIA FOR ROOF AFAR <br /> ----------w----- <br /> LIVE DEAD SPAN ALLOWABLE ALLOWABLE <br /> (PSS') (PSF) CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT INCREASE <br /> !!!-! w---- -------y .Y---- -w!!! l..-------- <br /> 40 15 1.000' 0.00 TOP L/240 L/180 15$ <br /> WAN CARRIED IS NOT CONTINUOUS. <br /> STRUC'T'URAL GEOMETRY <br /> ------------------- <br /> SPAN 1 <br /> 5.500, <br /> TOTAL SPAN: 9.50 FT <br /> CONNECTION <br /> 4*4 DESIGN ASSUMES COMMENTS CARRIED ARE "PLIED TO TOP EDGE OF DEAN, <br /> SUCH THAT LOAD IB DISTRZBUTEP EQUALLY TO EACH PLY. <br /> **+� ATTACH 2 BEAM PLIES WITH 2 BONS OF 16d COMMON NAILS ON EACH FACE <br /> STAGGERED AT 12.00" C/C. <br /> �►** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS. <br /> INPUT LOADS <br /> ----------- <br /> SHAPE TYPE LOADING SOURCE W1 W2 X1 X2 <br /> M--- ------r ------ ---r------ ---------- -------- -w------ <br /> UNIF TOTAL TOP ROOF 715 PLY 0.000, 9.5000 <br /> +UNIr LIVE TOP ROOF 20 PLF 0.0000 9.5401 <br /> +UNIF DEAD TOP ROOF 17 PLY O.00OF 9.3000 <br /> + INDICATES LOAD IS BASED ON SPAN CARRIF,p AND INPUT LIVE OR DEAD LOAD PSF. <br /> MAXIMUM SECTION FORCES: MOMENT - 8262 FT-LBS SMEAR = 3525 LBS <br /> MAXIMUM SUPPOjkT REACTIONS (LBS) <br /> -----------------------..----_-- <br /> BRG#1: 3572 BRG#2: 3572 <br /> REQUIRED SEARING SIZES (IN) <br /> .'------------------r---r r r M <br /> BRG#1: 1.50 BRG#2: 1.50 <br /> LIVE LOAD DErLC. TOTAL LOAD DEFLC. <br /> SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/7 <br /> A4 to A4 <br />