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. <br /> Psqo 1 <br /> TAUIBIANA-PACIPIC CORPOR7ITIOH7 /1100�-5 DLBI@i 4015.2 11/10/15 09:03:15 <br /> WARNING <br /> '"� THIS DBSIGN I9 VALID FOR THE PROJECT NAMED HELOW (JOB ID) ONLY <br /> •" WOOD-E DESZGN 2015.2 EXPIRES ON 3/31/2017. LP WILL NP1(E AVAII.ABLE TO <br /> ALL REGISTERED U9ERS AN UPDATED VEASION OF THE WOOD-E DESIGN 90FTWARE IN � <br /> THE CONTINUING EPFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILOING CODES, <br /> INDUSTRY PAACTICE9, CODE EVALUATION REPORT3 AND/OR METHODS OF ANALYSI3. <br /> CQB)1N7C: <br /> JOB ID: <br /> 9TATS: WDB: IBC 2009 <br /> PAODDCT: 1-PLS 1-3/6" X I1-7/8" LP LVL 2900?b-2.0� <br /> DESIGN CRITEAIA FOR ROOF HF.AM (ONFACTORED LOAD9) <br /> LIVE DEAD SPAN (LI SPAN (R) ALLOWABLE DEFLECTION <br /> (PSFI IPSF) CARAIED CARRIED SLOPE IAADING LIVE TOTAL <br /> _____ _____ ________ ________ _____ ...._____ ______.__._. _'__"" <br /> 65 15 0.000' 0.000' 0.00 TOP L/240 L/180 <br /> SPAN CARRIED IS NOT CONTINUOUS. <br /> ALLf�4�ln��p /iiORKIHG 8TRL88 DtBZQ7 DATA DEYLiCTION <br /> ""'_'__" Ri71CTION DUIRNS BHiAR LIVi LWD TOT11L LOAD <br /> '_'_"_'_""'_'_'_"'_"__'_""_'_"__"_'_'_"_'__'_"""_' <br /> ]1CT011L 2626 1368 1248 0.339 O.iBS <br /> ALLOi�➢1BLC 4596 1144� 45i1 0.700 0.933 <br /> 8TR8S9 IlIDIC69 0.57 0.38 0.27 2L/695 2L/316 <br /> I4AD G86 3 3 3 7 7 <br /> •"' THE REACTION, M�NT AN� SNEAR DATA ABOVE ARE BASED ON THE MAXIMOM <br /> STRE59 INDLCES AND MAY NOT REFLECT TNE ABSOLUTE MAXIMUM ACPUALS. <br /> "• ALIAWAHLE DEFLECTIONS ARE BASED ON TNE DESIGN SPAN LENGTH (L) OR <br /> TWICE THE LENGTH FOR CANTILEVERS (2LJ. <br /> NOTES <br /> `•• COMPRES3ION EDGE BRACING REQUIRED AT 123' O.C. OR LE59. <br /> '•• THIS LVL BEAM HAS BEEN DESLGNED TO SUPPORT A 300 I.HS CONCENTRATED <br /> LOAD ACTING OVER 2.5 X 2.5 FT (6.25 3Q.ET) <br /> STRUCTURAL GEOMETRY <br /> 3PAN 1 RIGHT CANT <br /> 11.000' 7.000' <br /> TOTAL 9PAN: 18.00 F'P <br /> LOAD PATTERNS <br /> CASE SPAN SHAPE TYPE SOURCE LOADING W1 W2 X1 (ET) X2 (FT) <br /> __._ ____ _____ ______ ______ _______ __________.._ ___.._...______ ______' ______' <br /> ALL 1 UNIF DEAD ROOF TOP 44.3 PLF 0.000 11.000 <br /> AI.L 1 UNIF D6AD SNOW TOP 24.0 PLF 0.000 11.000 <br /> +ALL 1 UNIF WEZGHT BEAM 5.9 PLF 0.000 11.000 <br /> ALL R UNIF DEAD ROOF TOP 94.3 PLF 0.000 7.000 <br /> ALL R UNIF DEAD 9NOW TOP 24.0 PLF 0.000 7.000 <br /> +ALL R ONIF WEIGHT B6AM 5.9 PLF 0.000 7.000 <br /> 1 1 UNIF LIVE ROOF TOP 88.7 PLF 0.000 11.000 <br /> 1 R UNIF LIVE ROOF TOP 88.7 PLF 0.000 7.000 <br /> 2 1 UNIF LZVE ROOF TOP 0.0 PLF 0.000 11.000 <br /> 2 1 UNIF LIVE SNOW TOP 0.0 PLF 0.000 11.000 <br /> 2 A UNIF LIVE ROOF TOP 0.0 PLF 0.000 7.000 <br /> 2 R ONIF LIVE 9NOW TOP 0.0 PLF 0.000 7.000 <br />