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Fage 1 ' " `>,; <br /> L�JISIP,NA-�ACIk'TC CCaR?OF.ATION / WOOD--E DESIGN02001.2 11/26/03 06:28:42 <br /> k**wx1�NING*** '��IS �7�SIGN IS VAILID FOR THE PROJ'�CT 1�1.AMED ��I,QW (J0� ZD) <br /> �NLY. <br /> -**cvl�tNIN�*** w00D-E b�STG�7 200�,.2 �X�IRES ON 3/01/2002. LP WILT� MAT{E <br /> �VAILABLE TO ALL P.EGISTEftED i?SEf�S ,FaI�T U�[]A.T�D V�?25ION OF THE WOQD-E DESIGN <br /> �0�'T�'.AF:E IN THE CONTINUING EFFORT TO MAINTATN COMP��ANC� WITH CHP.1�iGING <br /> �[ITLUING CODES, INDUSTRY PRAC�TC�S, CODE EVA�,U,F��'�ON RE�QRTS AND/OR �` �,` <br /> �7ETf�ODS UF ANT��,YSTS. ��� <br /> r�����;Y: �,-��r�w r�� <br /> �'OB ID: MCCi,PS�,{�X - 2693 I{�LLY AVE / OROItlO <br /> ,�L 5'�'ATE: Mn' COpF': SSCCY � <br /> yt� PRODUL'1': 2-�'Z`I �.7Sq" �C 9.5U0'� GANG-LAM LVL 2950Fb 2.DE <br /> �LLOWAB:I,� / W�RKING STRESS DESIGN DATA DEFL�C'S�Q�7 <br /> ----------- REAC`TION MQMENT SHEAR �x�� �OP{Z? TO`PAL LOAD <br /> -------------------------��....�W---T�__------------------------- <br /> 4CTUAL 2178 4088 �679 0.063 0.088 <br /> �ZLOWA��,� 132$2 6428 O.J.9� 0.388 <br /> �TRESS Ti�L�Zc�ES 0.-308 U.261 T,/1473 L/�.052 <br /> **** �FJE REACTION� MOM�NT AND SHEAR 13A'SA F.SOVE ARE BASEb QI�T THE M7�`z{IMUi� <br /> ��RESS ��1p�CES �ND MAY NOT R�F"LECT THE .A$SO�,�TE MAXIMUM ACTUAI,S. <br /> *�** FOFZ DEFLECTION� T� TS DEE'JN�D ,AS THE DESIGN SPAN ZEbTGT� O�t <br /> I'TaIC,E 7.'�-1� LENGTH FOR CANTILEVERS. <br /> NOTES ' <br /> :'ONIQECTION <br /> *** DESIGN ASSUM�S CpMP02JEN�'S CARRIE� AxE APpT,TED TO T'OP EDGE OF B�AM, <br /> :�CJCH Ti�AT LOAD IS DIS'L'RT$UT�p EQU,�:LLY TO E�1CH PT�Y. <br /> �**ATTACH TH� TVJU PZIES WZ�.H 2 ROvdB OF 16d (3-1/2") N�.�LS A� <br /> 1�" OC. S'�AGGER ROWS. NATLS CAN �� DRIVEN FROM OI�TE �'7�CE OR <br /> HALP' FROM EAGH E'�1.CE. I�AILs MAY B� C�MMON OR BO$ NAILS <br /> WITI-I A MINIMUM SHANK DIAME'�ER OF 0.131" 16d ST�?KERS (3-J./�") <br /> MAl' �� T1SED, $[IT AAZ,F MUST SE I}Et7�TEN FRON.I EACH FA,CE. <br /> *{* CONIPRESSZON EDGE BR7�CTI�G REQIIZRED AT EACH �ND OF COMP4NE�]T. <br /> STRUC�[3RAL GEOMETI�Y <br /> SPAN 1 <br /> °.000' - <br /> TUTAL SP.AN: S.OU FT <br /> DESIGN CRYT�RI1� FOR FLOOR SEAM (UN�'ACTOREI� LpADS) <br /> LI VE DEAD S PAN ALLOWABLE AT,ZQWI��I,� <br /> (PSF) (PSF) CARRIED LOADING LL DEFLECT �L D�FLECT <br /> ----- ----- ---��---- �------ ----__..�.._ �--------- <br /> 4b 15 14.000` T.OP L/460 L/240 <br /> SPP,2�I CARRIED IS NQT CONTTNUUUS. <br /> LOAD �A�'TERNS (UNFACTOFtED ZOP�DS} <br /> C,�,SE SPAN SHAPE TYPE SbU�RCE W1 PT2 X1 (FT) �2 (FT) <br /> +��,�, �, UNIF DEAD �'LOOR 119.5 PLF O.ODO 8.000 <br /> ALT, 1 LiNIF GEAD F7�OOR 40.9 PT,F 0.000 5.000 <br /> +7, 1 UNIF LTV� �"ZOOR 26Q.0 PL:' 0.000 8.OD0 <br /> i ,-� UNIF LIVE FLOOR 109.�. �LF O.b00 B.000 <br /> =�Ci_i �d YI� 8� �90 Q�M/9Z/1�ON/�OOZ <br />