Laserfiche WebLink
]o Name: ARCHITRACT Truss ID: A Qty: 10 Drwg: <br /> X-IOC RFPCI' SI7E RF�'D TOP�YF� 2� HF 1800E-1.6E Platirrj�pec : ADSI/TPI - 1995 <br /> 1 0- 2-12 1900 5.50" 3.13" BUf�LI� 2x4 HF 2400E-2.OE -------------------------------------------- <br /> 2 8- 0-12 1900 5.50" 3.13" Y�kB 2K3 SPF SZLD-C�N LYuestsai�d knriz. I3,deflectirn= .50 in. <br /> �t4 SPF#1/#2-C�N 11-4 -------------------------------------------- <br /> FC32CE AXL HID C5Z DffDC£ �Ci SPF'#1/#2-(�NN <br /> 1 -4744 .08 .44 .52 <br /> 2 -5145 .11 .47 .58 <br /> 3 -4119 .06 .11 .17 <br /> 4 -4119 .06 .11 .17 <br /> 5 -5146 .11 .47 .58 <br /> 6 -4744 .08 .44 .52 <br /> Ft� A7ff, H� CSI <br /> 1 4177 .36 .43 .79 <br /> 2 4286 .37 .39 .76 <br /> 3 4785 .41 .07 .48 <br /> 4 4786 .41 .07 .48 <br /> 5 4286 .37 .39 .76 <br /> 6 4177 .36 .43 .79 <br /> 4d�B bLT�I.E CSI S+&B � GSI <br /> 2-9 -201 .07 5-11 -989 .68 �[1 <br /> 2-10 506 .33 5-12 32 .02 ��� � � <br /> 3-10 32 .02 6-12 506 .33 L/545 IN h&M ll-12 (LIVE)� <br /> 3-11 -988 .68 6-13 -201 .07 IF -.60� Ik -.26 'N -.86 <br /> 4-11 3351 .87 <br /> 411-0 47-6 47-6 47fi 47-6 411-0 i o-��o-�OT�8� o- 0- 0 <br /> -� -� -� --� -� 2 4-11- 0 9 4-11- 0 <br /> 4-11-0 9-6-6 141-12 18-9-2 23-4-8 28-3-8 3 9- 6- 6 10 9- 6- 6 <br /> 141-12 141-12 4 14- 1-12 11 14- 1-12 <br /> �1 2 3 �4 5 6 7' S 19- 9- 2 12 18- 9- 2 <br /> 6 23- 4- 8 13 23- 4- 8 <br /> � _� <br /> 7 28- 3- 8 14 28- 3- 8 <br /> R6-6 <br /> 44 4-4 <br /> 8-0-15 ,M q.4 9-0-7 <br /> 3-4 4-6-12 <br /> 4-10 2-4 410 <br /> IO-7-6 IO-7-6 <br /> o.� 4.00 -4.00 0..� <br /> , � ; <br /> �-o-o i i3-s-a � <br /> � 2S"� , <br /> 8 9 10 11 12 13 14 <br /> 411-0 1 47=6 � 47_6 � 47=6� 4-7-6� 411-0� <br /> 411-0 9-6-6 14-1-12 18-9-2 23-4-8 28.3-� 9/16/98 <br /> All plates are 20 gauge Truswal Connectors unlesa preced�gfy for 18 gauge or "H" for 16 gauge. Scal.e: 5/32" = 1' <br /> WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �s• Jo�: .&7. VPD: 41808 <br /> This design is for an individual building comporent.It has been based a�specifications provi�d by the component manufacturer aM d�e in �; gM <br /> Engineered accordance w;ih the curtent versions of TPI aM AFPA design stazdards. No responsibiliry is asswned for dimensional accurxy. Dime�ia�c are to be <br /> Buildin �rified by the compomnt manufacturer and/or�ilding desigrer prior to fabricatiai. The building designer sliall ascettain that the lo�s utilized on Dsgnr: MTR <br /> g this design meet or exceed the Ioading imposed by the Iceal building code.It is assumed that the t�ctwrd is lateralty braced by the roof or floor TC Live 40.0 psf DurFacs L.1.15 Pa1.15 <br /> Components �athing a�d the boaom chad is laterally braced by a rigid shead�ing material direcdy attached,unless ort�erwisc naM. Bracing shown is for lateral <br /> support of components members oNy to reduce bicckling length. This compo�xnt shall na be placed in any enviromrern tha[will cause the moisture � Dead 7•0 psf Rep l�r Bad 1.15 <br /> cauecu of the waod exceed t9%and/or causc com�ector plate corr�ion. Falxicate, I�aidle,install aM brace this m�ss in accordance with the following gC Live .0 psf O.C.Spaciag 2- 0- 0 <br /> standards:'TRUSCOM MANUAL',by Truswal,'QUALITY CONTROL STANDARD FOR METAL P1.ATE CONNECTED WOOD TRUSSES'- <br /> (QST-88),'HANDLING INSTALLING AND BRACING METAL PLATE WNNECTED WOOD TRUSSES'-(HIB-91)a�d'HIB-91 SUMMARY BC Dead 10.0 psf Desiga Spec TPI <br /> 146 WASHINGTON Ave.S.Hopkint,MN 55343 SHEET'by TPI. The Truss Plate Institute(TPI)is located at 583 D'Onofrio Drive,Madison,Wisconsin 53719. The American Forest and Paper <br /> Association(AFPA)is Iceated at 1250 Conrecucu[Ave,NW,Ste 200,Washington,DC 20036. TOTAL 57.0 psf Seqn 06.Ol.98- 0 <br />