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Page 1 <br /> LOUISZANA-PACIFIC CORPORATION / WOOD-E DESIGN 2016.1 O1/17/17 09:24:00 ' <br /> WI�Rl�71 NG ��.� �,;,. �� <br /> ' `* THIS DESiGN IS VALID I'OR 1'Fi^ PROJECT NP.MEU E3ELUW (JOEi ID} ONI,Y <br /> +** WOOD-E DESIGN 207.6.1 EX'r'IkFS ON 3/31/1018. LY WII,L MAKE AVAILAFiLu TO <br /> ALL REGISTEREll US�RS 11N UPDA'PED VFRSION OF THE WOOD-E DESIGN SOFTWARE IN <br /> THE CONTiNUING EFFORT 'PO MIISNTAIN COMP�IANCE WI'I'F! CFIANGING BUILDING CODFS, <br /> ?NDUSTF.Y PRACTICES, CODr E�'ALL'ATION REPORTS Ati�/OR METHODS OF ANA7.YS�S. <br /> COMPANY: SCHERER BROS. LCIMBER <br /> JOB ID: LDK/669 MTKA. HIGfiLANDS RD. ORONO <br /> STATE: MN CODE: IBC 2009 <br /> PRODUCT: 2-PLY 1-3/4" X 11-7/8" LP LVL 2900E'b-2.OE <br /> DESIGN CRITERIA FOR COM�INATION ROUF AND `r'LOOR BEAM (UNFACTORED LOADSI <br /> -------------------------------------------- <br /> LIVE DEAI) SAFE SP71N (T.,? SPAN (R) AI,LOWABLE DEFLECTSON <br /> iPSF) (PSF) LOAD CARRIFD CARRIED LOADING LIVE TOTAL <br /> ---- ----- ---- -------- ------ ------- ------- ------- <br /> FLOOR 90 17 NO 19 .000' C.000' TOP L/360 L/240 <br /> ROOF 92 17 9.G00' 8.C300' TOP <br /> FLOOR SPAN CARRIED IS NOT CONTINUOL'S. ROOF SPAN CARRIED IS NOT CONTINUOUS. <br /> ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION <br /> ----------- REACTION MOMENT SHEAR LIVE LQAD TOTAL LOAD <br /> --------------------------------------------------------------- <br /> ACTUAL 8628 6469 2990 0.052 0.085 <br /> ALLOWABLE 9188 19902 7897 0.298 0_447 <br /> STRESS INDICES 0.94 0.33 0.38 L/2052 L/1269 <br /> LOAD CASE 1 5 5 3 3 <br /> **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE LiASED ON THE MAXIMUM <br /> STR�SS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIM(JM ACTUALS. <br /> **�* ALLOWABLE DEFLliCTIONS ARE F�ASED ON 'PHE DESIGN SPAN LENGTH (L) OR <br /> TWICE THE LENGTH FOR CANTILLVERS (2L) . <br /> CONNECTION <br /> *** DESIGN ASSUMES ALL "TOP" I.QADS ?1RE APPLIED TO TOP EDGE Ok' BEAM, <br /> SUCH THAT LOAD ZS DISTRIBLITED F,Q(7ALLY TO EACH PLY. <br /> *t*ATTACH THE TWO PLIES WITH 2 ROWS OF 16d (3-1/2") NAILS AT <br /> 1.2" OC. STIIGGGR ROWS. NAII�S CAN BE DRIVEN FROM ONE FACE OR <br /> HALF FROM EAC}i FACE. NAILS NLAY BE COMMON OR BOX NAILS <br /> WITH A MZNIMUM SHAIJK DIAMETF,R OE 0.131" 16d SINKERS (3-1/4") <br /> MAY SE USED, BUT HALF MUST BF. DRIVEN FROM EACH FACE. <br /> NOTES <br /> `** C�MPRESSION EDGE BRACING REQiJIREG AT 195" O.C. Ok LESS. <br /> STRUCTURAL GEOMETRY <br /> ------------------- <br /> SPAN 1 SPAN 2 <br /> 9.000' 9.000' <br /> TOTAL SPAN: 18.00 FT <br /> INPUT LOADS <br /> SHAf'E TYPE LOADING SOURCE LDF W1 W'Z X1 X7_ <br /> +t�NIF LIVE TOP FLOOR 1.00 280.Q PI,F O.OQO' ifl.000' <br /> +UNIF LIVE TOF� ROOF 1.25 252.0 YLF 0.000' 1fl.00U' <br /> iUNIf' DEAD TOF WALL 0.90 135.Q PLF 0.000' 18.000' <br /> +UNSF DEAD 'I'OP FLOOR 0.90 119.0 PI.,F 0.000' 18.000' <br />