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Page 1 "� �"k��G` ,.;C.,�,,,&�•,
<br /> L03ISIANA—P:�CIFTC C0��4P.AT10N / WOOD�-E DESIGI�O2U01.2 11/26%03 D6:31:�J6 � , -. �
<br /> ***WARYvING*** THIS DES�GN IS Vp,T,Tp FQR THE PPOJECT NAMED SELOW (�70B YD}
<br /> �NT,Y.
<br /> k**WARNING*** WUUU-E DESIGN 2�01.2 ����RES ON 3/01/2002. LP WTT,Z MP,KE
<br /> n,V.A�3.,A�LE TO ALL RE�ISTERED U'SERS A1�1 [7PDATED VE�tS�ON Ok' T�E WOQD-�E DESIGN
<br /> _>OFTWI�T:ZE JN `�y.F CONTI�UING EE'FORT TO i�1P,INTAIN COMPT.,2I�NCE 9PTTH CHA�Iiy��]C�
<br /> gUILDID7G CODEs, INDUSTfiY PRAC"Z'ICES, COAE EVALUATION REPORTS AND/OR
<br /> �7F'�I�ODS OF ANALYSIS. ���� �� ���
<br /> c:oMPA�ix: � �t,�l r�a v.� C��
<br /> � �706 IU: Nic;C�,�SK�Y — 2693 KE;LLY AVE / OftONO
<br /> STAT�: i�iN CUDE: SBCCI
<br /> PY.ODT]CT: �-PLY 1.750" X 11.875" GANG�-LAM LVL 2950Fb 2.OE /�
<br /> ALI�fJWA$L� / WORI{TNG STRESS DF',SIGN DATA DEFL�C��ON
<br /> �---------- REACT�ON MGNIENT SHEAR LTV"� T,OAD TO'�F�.L LOAD
<br /> ACTUA.I� 65U9 21975 5972 0.351 0.510
<br /> 7iLL04JA6LE 3C368 12053 0.668 0.91'7
<br /> S'�'RFSS ZNDICES �J.724 I�.959 L/470 T,/323
<br /> **""* THE REACTION, M4x'7ENT AND SHEA� L71�T1� A$OVE A.�,� F3A,S�D pN THE MAXIMUM
<br /> �TRESS ZNDICES �arrn MAY NOT RE�FLECT TI�E ABSOLUTE MA�iMf1M ACTUI�LS.
<br /> *�k* F'OR DEF'T�ECTTCN, �, IS DEF'INED AS TH� bESTGI�T SPT�'N ��NCTH OR
<br /> TWICE THE LENGTH FOR CAN`�TL�FV'E1�S.
<br /> NQTF�,S
<br /> �ONN�CTION
<br /> �+{ D�.S�.GN ASSUMES COMP�NEI�TTti� C�1RR��Q ARE APPLIED TO T0� EDGE OE' BEAM,
<br /> Si7CH THP,T LOc�J7 3S DISTRIBUTEb EQ[1AT,T,Y �Q EACH PLY.
<br /> }}tATTACH 1^WQ P�,ZES WIT'H L RCrUOS UF 16d {3-1/2") NAILS HT 12" OG,
<br /> FROM ONE FAC� 4NLY. S�',AGGF�Fi ROWS. �'T�Tp BEAM A,�D ATTACFI TI3E THT13D
<br /> PLY WI1H l Rpws OF 16d {3-1/2") �I,AZLS AT 12" OC. TO THE UN-�iA�I�ED
<br /> SIDE OF THE �'TI�ST TWD PLIE�S. STAGG�R 1�09JS, NA,Z�,S �7AX SE COMMON �� $OX
<br /> IvAILS Y7TT� A MINIMUM SF3AI�1k: UTA��`��R OF 0.131". 16d SiNKERS (3-1/9"}
<br /> N'lAY SE USib.
<br /> *** cUMP�i�SSION EDG� a�ezrrG R�QUTRED AT �ACH �N� aF COMpONENT.
<br /> STRTJCTURA�, GEOM�TRY
<br /> sPaN 1
<br /> 14.000�
<br /> TUTAL SPADi: 14.00 E'T '
<br /> DE�IGN GftITERIA. k'OR ROOF SEANE (C11�F�C�'ORED I�oADs)
<br /> LIVE4r DEAU SP,AJ4 ALLOWABLE ALI,OWA.BI,.E
<br /> (P5F) (PSF) CARRIED S�OPE� LOADIPTG ZT� J�Ek'��CT TL D��'T,ECT
<br /> 9p^^ 17 32.000' 0.00 TOP L/290 L/180
<br /> E',PAD] CAEZR.T.F.D IS NOT CUNTTNUOtifS.
<br /> I�QAp PATTERNS (UNFAC'�OR�D LUADS)
<br /> CASE SPA.N SHAP� TYPE 9QURCE W1 W2 X1 (FT} �2 (k"�)
<br /> �+ALL 1 U1�1IF DEA.p ROOF 289.B PLF 0.000 �.�.004
<br /> +�. 1 UNIF LTV� ROdF 640.0 PLF 0.000 14.000
<br /> +Z 1 UNIF LTVE ROUF Q.0 PLF 0.000 14.000
<br /> �-- _ L"I� ��� �90 Q�M/9Z/l�ON/�OOZ
<br />
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