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3'4 ma ehrg
<br /> Note: I gxenbbon setup 2,4 ribbon at
<br /> TRUSS F21A 8 F22 DESIGNED TO CARRY Position floor trusses with their labels - _. I1Ofd' alw.e top chord by others. ,
<br /> WINDOWN HEADERS ABOVE. orientated to this side of the building. ''''
<br /> r 44-4-0 I.
<br /> ': - 11� -- 'I � .---->"
<br /> —
<br /> A`
<br /> 'xA-44 42-0-0 .�7_-4-j
<br /> SD W22600 SCREWS FOR 2 PLY GIRDER r _j-i
<br /> 9.2"OC • CONNECTION.SEE DETAIL IN PACKET. 24 ribbon x baton �I
<br /> • • �.— - - �1 _—�- I l�[] •• Lam,_ , I I _—.�� • chords W orders. `-i
<br /> �}
<br /> --F wAy'�LINE ABt� —�7+ 1-&1' Truss End Detail Truss End Deal
<br /> I __ •
<br /> 11-8-0 46-1,;14-7- •
<br /> Floor Cantlever Exterior-TypiW Floorinterior-Typical
<br /> •
<br /> Add (2) 2x4" SPF #2or r,; El E a
<br /> �, � LL i r4 FJ7i5) PJI(41�� 13
<br /> Blccbng on NA obbono top
<br /> top or seam chords by then.
<br /> better trimmers below ,� by others.
<br /> existingheader blocked ' i • ��� ���
<br /> '� • T II',�h 3/4 eatseat 1,1 '
<br /> continuous to existing sill ' Beam Waners
<br /> ply,sire to be �'
<br /> plate below. I�i ,'�� 3 determined byot r,. n m
<br /> LL� c W
<br /> �I' I g Truss End Detail Truss End Wall
<br /> �� �! i��w F� mw
<br /> =Z11 p r f Floor Bearing at Beam-Typleal Floor Exterior-Typical
<br /> S •} , TM$from ref?(Added?e4)
<br /> F
<br /> p hos Y sett for tap chord beuhg
<br /> . I __LLi �I L `—� o •
<br /> ofttvsfranlfrot.
<br /> i�� � T-
<br /> cr; d
<br /> FIBrrun-) Fier Trim
<br /> 9 _? gyCU
<br /> m U- Lr,...
<br /> CHASE
<br /> FLUSH - r Yr mix Kt
<br /> 2x4 being Nd
<br /> HEADER cc turtle h�
<br /> -7--yr :s J:._ Truss End Deal
<br /> T ,r I --)--\ Shared Floor BearMg at Beam-Typical
<br /> I
<br /> Structural Details
<br /> ., LL 9 Provided by:
<br /> '� 2, Becklin & Whitney
<br /> LL 24(6 LL LL 139 1st Ave. E. Ste 200
<br /> J i P.O. Box 471
<br /> 2' ICAI� 1'0"CANT.' Cambridge, MN 55008
<br /> ± 1 8-0-0 2-6-0
<br /> •
<br /> 4"CANT. ��_ 7-10-0
<br /> 12-8-0T 6-4-0 .. 13-0-0 _ 9A-0 • I HEREBY CERTIFY THAT THIS PLAN,
<br /> SPECIFICATION, OR REPORT WAS
<br /> 2nd Floor Truss Layout PREPARED BY ME OR UNDER MY DIRECT
<br /> y SUPERVISION AND THAT I AM A DULY
<br /> 1/B"=VA" REGISTERED PROFESSIONAL ENGINEER
<br /> UNDER THE LAWS OF THE STATE OF
<br /> NOTE: aR STRONG..DETAILS MINNESOTA.
<br /> It is recommended that 2x6 strongbacks.on edge,spaced °` `�x\PM A'BFC/'
<br /> ata max of 10'40"o.c.and fastened to each truss with ��-yje ��I S sV�.•r•��••�•••••"•::/-<;',
<br /> (3)-16d nails prior to appliation of floor sheathing. 6 : 41)//40erarept„,
<br /> 1 , �4 j,9:7 � ill II", .�:' LICENSED '��
<br /> Strong-backs are to be attached to walls at their �r`...4;°Or`�frII� I " 1�, _ :•PROFESSIONAL•?
<br /> outer ends or restrained by other means. �' - ENGINEER -
<br /> Trusserector(s)shouldrefertotheinoludedHlB-91 €_t;;o o • „o.;h0,, ri Z
<br /> �n,, 18494 ;',�Q, WILLIAM A. BECKLIN, P.E.
<br /> Summary Sheet,Commentary and Recommendations for °OO.s hrrcn AT BACKS c,«.,ARE 13M/tau CED T ro KAMAN CERT.FIRE,sc000cc .9 0. ",....N�So' DATE: January 9, 2018 LIC. N O. 18494
<br /> Handling,Installing 8 Bracing Metal Plate Connected Wood smgacarcts ARE RECOMMENCED To ulnune VIBRATION. __z ''r�F•"
<br /> Trusses by the Truss Plate Institute(TPI)(orange in color). ',,,,F74111,,,
<br />
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