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<br /> J�b Name: HEIDORN Truss ID: G25 Qty: 5 JID: 329890
<br /> �L'RG X-�OC REACT 4ZE REQ'D TC 4x2 SPF #1/#2-CAN + + + + + + + + . + + + + + + + + + + + + + ---------LOAD CASE #1 DESIGN LOADS ------------
<br /> - 1 0- 2-12 980 5.�0" 5.50" BC 4x2 SPF #1/#2-CAN � For floor applications (not roofs), 2x6 min. Dir L Plfi L.Loc R.PIf R.Loc LL/TL
<br /> 2 20- 7-11 1563 7.62" 1.50" WEB 4x2 SPF STUD-CAN strongback bridginy, or cross bridging (per TC Vert 66.67 0- 4- 8 66.67 20- 9- 0 0.80
<br /> BRG REQUIREMENTS shown are based ONLY 2-4x2 SPF STUD-CAN 11-18, 11-19 ANSI/TPI), is raquired at 10' O.C. or less. BC Vert 6.67 0- 6- 8 6.67 20- 9- 0 0.00
<br /> on the truss material at each bearing 12-19 + + + + + + + + + + + + + + + + + + + + + + .Type... lbs X.Loc LL/TL
<br /> Brg React Uplift Req'd Size SLIDER 4x2 SPF #1/#Z-CAN Ribbon blocks hav= not been designed to TC Vert 180.0 1- 0- 0 0.73
<br /> 1 980 0 1.50" BRG BLK 4-4x2 SPF STUD-CAN support the point load(s) shown. TC Vert 870.0 18-11- 8 0.73
<br /> 2 1563 0 1.50" Plating spec � ANSI/TPI - 1995 They may be att�.cned with (4)lOd nails.
<br /> NOTE:MAXIMIMUM TRUSS SPACING IS 16.0 " O.G Loads at the tr�:s ends �st be applied Panel Lengths :
<br /> THIS DESIGN IS THE COMPOSITE RESULT OF directly to the �:hord. Std = 2-5-4
<br /> MULTIPLE LOAD CASES. 1-2 0-7-4 2-3 2-3-5
<br /> IF HANGERS ARE INDICATED ON THIS DRAWING, � 9-10 1-5-0 10-I1 1-3-8
<br /> THEY ARE BASED ON 1.5" HANGER NAILS FOR 11-12 1-5-12
<br /> MAX DEREQION (span) : 1-PLY AND 3" HANGER NAILS FOR MULTI-PLY �
<br /> L/727 MEM 15-16 (LIVE) LC 1 GIRDERS. IF 2.5" GUN NAILS ARE USED, THE
<br /> L= -0.33" D= -0.13" T= -0.46" HANGERS MUST BE RE-EVALUATED (BY OTHERS). REPAIR:
<br /> cairicn�weMee2 Foeces: THE T.C. NEEDS TO BE LOWERED 2" FOR 1-6-12
<br /> rc COMP. DUR. / reNs.<ouR.> csi ON THE RZGHT END.
<br /> i-z -sas i.00/ 0.39 W4X6
<br /> z-s -ss� i.00/ o.zo UNLESS NOTED OTHERWISE, ALL PLATES MUST 6E
<br /> s-a -zszz i.00/ o.3s TRIM THROUGH THE 'IETAL GUSSET PLATES. DO NOT FULLY INTACT AND PRESSED IN THE WOOD PER TPL
<br /> a-s -zszz i.00/ o.s� OVER CUT. THE REM-\1NING PLATE AREAS MUST BE
<br /> 5-6 -3266 i.00� o.sz
<br /> e-i -szee i.00/ o.si FULLY INTACT AND "RESSED IN THE WOOD PER TPI. �+ ADEQUATELY SUPPORT THE TRUSS UNTIL THE REPAIR
<br /> 7-8 -2679 i.00/ o.aa THE PLATES MUST BF POSITIONED PER THE JOINT REPORT. IS COMPLETED.
<br /> 8-9 -2679 1.00/ 0.43
<br /> 9-10 -2681 i.ao/ o.ze * LET IN 4X2 MEMBER(5) IF SPECIFIED.
<br /> io-ii -vzs i.00/ o.is '� APPLY A 3/8" BEAD OF STRUCTURAI GLUE TO ALL
<br /> ii-iz o i.00� o.oa 4X2#2 LET-IN COVERED MEMBERS.
<br /> ec COMP. DUR. / rENs. oue. cSI ON TOP OF DI GONAL�NE S '' ATTA 7/16" GUSSET MATERIAL AS SPEQFIED, WITH 6d
<br /> l0_14 o i.00� 1634�.00 o:�s NAILS 1.5" O.C. STAGGERED IN ALL COVERED MEMBERS.
<br /> ia-is / 16341.00 o.ss THE NA ING SPECIFIED SHALL BE DISTRIBUTED ALONG THE
<br /> is-ie � soae i.00 o.ea FULL L GTH Of THE GUSSETS AND ALONG THE FULL LENGTH
<br /> 16-17 / 3126 1.00 0.97
<br /> i�-is i zua i.00 o.e� o 0 0 0 0 0 0 � o � o � N N Of THF,p �5 AND CHORDS COVERED.
<br /> is-i9 j ie�a i.00 o.so W3X6 c� ' X6 � o � � o � co ' o � ,� � USE �OR PLYWOOD-MIN. SPAN RATING (24/16).
<br /> WB COMP.(DUR.)/ TENS.(DUR.) CSI '- � DO� E9T"OVEROUT° � � �
<br /> 6B 1 -980(1.00)� o.os 2 5 4 N � rJ � N N � � rF STACK� CHORDS OR WEBS ARE PRESENT, NAIL AS
<br /> i-i3 / 1208(1.00) 0.60 REPAIR DETAIL �� SPECIFIED IN EACH.
<br /> z-is -aos i.00/ o.io THIS REPAIR ALSO APPLIES TO TRUSS ID G28 OF THIS
<br /> 3-is -un i.00/ o.3s 6-0-0
<br /> 3-is / ioia(i.00) o.so
<br /> a-is -iae�i.00)/ o.oa ]OB. JID: 329890
<br /> 5-15 -598(1.G0;/ O.1F '
<br /> s-ie ; zsit�.co) o.iz 1 2 3 4 5 6 7 8 9 10 11 1
<br /> 6-16 -164(1.001' 0.04 �1_C_�2
<br /> 7-16 / 155(:.00) 0.08 V I
<br /> 7-1' -512(1.00)/ 0.16 � �
<br /> 9-v -iao(i.00�/ o.oa W3X870#
<br />� io-i� � sv�i.00� o.si 180# W3X4 W3X4 W1.SX3
<br /> io-is aoa<i.00�/ o.ie
<br /> ii-is / sia(i.00> o.is W8X8 W3X6 y�/4X6 W1.5X3 W1 5X3 W=W3X4 W4X6
<br /> 11-19 -2243(1.00/ 0.29 �
<br /> 12-19 -59(1.00/ 0.01 T T
<br /> � 0-9t-1.2
<br /> ,_6_0 ,go
<br /> 1 0�4
<br /> W5X7 W-W3X4 W;sX6 W3X6 W3X6
<br /> W3X8 W4X6
<br /> g� �}gg 7 16"X 18"X 24"GUSSET
<br /> W:508 n ONE FA E B2
<br /> IIiC:JtI�Ct} {���.�{{11�> lik,ll i1iISP8 1ti.!sl'I��:•.
<br /> R:980 0 0 0 � o o N � v ot I1�€f.�411t�\.i1H I{i'P(:)N 1'�1 t�1'ftt 1'Htl'6�a
<br /> U: ' o � o � o � o o mHti }ik t)I{I eDh.li 1:1V 1)IKtt"f tit.l'1 R�C�3t3�
<br /> cn co �n � �n � N ao � N 4NU'i"fL4 i'1.1��1,4 111.#.t Ki i.IS�(-I.XI".IY i'i:f�}-
<br /> 13 14 15 16 17 1$� 19 1't;SS�C(J\lk,P.?�{.itli;�;Fd 1.�IrI i�:1 ilt F,,],�t��
<br /> I 20-i1-0 OI; I�tit.�i 1.�l�F':L'a�ttl.�: t.. -,,"
<br /> ....,.... .. . _...... ......_ >,........
<br /> ttl"1 J.1)I I KEIt
<br /> All connector plates are 7ruswal 20 ga.unless preceded by"W"for Wave 20 ga.,"HS"f:�r HS 20 ga.,"S"for SS 18 ga.from Alpine; . ��E���. I{EL;i�1'R:t-Ill)�:'�\i:1,2@).i3K
<br /> TRU S PLUS C�.0 VER• T6.5.5 2 or preceded by"MX"for 7WMX 20 ga.or"H"for 16 ga.from Truswal,positioned per Jc+ii'D$tail Reports. Cirded plates and false Q/n�/^OO�
<br /> frame plates are positioned as shown above. Shift gable stud plates to avoid overlap w�ih structural plates(or staple). 0 L �
<br /> 147 - A.8.C. Mo����se WqRNIN Read all notes on this sheet and give a co,+.ry of it to the Erecting Contractor. c�sc: sroNEw000
<br /> � rn�s dos�y��s to�a���a���a��i b�oa���oomi,o„�rn�oe o-�ss sysiem n na:bee�b�s�d o�sv�o�r�auo�s r�o���a �,y mo oomPo�em ma��ia�w�e� WO' Dri ve_S_m72859f_L00005_J00001
<br /> a��i ao�e���o�om���e w��m me��„o„i o��s�o„s oi rPi�r,a nFPn dos�90 sianoa,as No res��o�s�n�r�ry�s ass���r io,d�me�s�or,ai aoo�raoy. o�me�s�oos Dsgn r: MOB #LC = 2 WT: 115#
<br /> re to be verilie[1 6y Ihe componenl manulacturer and/or building des�iyner prior to fabricaliort The building desi�),iar must ascerlain Ihat ihe loads
<br /> T R U S W A L utilized on ihis design meel or exceed the loading imposecl by lhe local building code and the panicular applica�ion The design assumes iha��he�op chord TC Li ve 40.00 ps f Du r 1=ac s �=1.�� P=1.��
<br /> �s i�ia��uy b,a��by me�ooi o�noo,snaam��9 a�a me baeom�no�a�s ia�e,anY�,a��by a��y�a snaam��y mai>ai����uy ana�n�,��iass oma��sa Rep Mb r Bnd 1.00
<br /> nolod. Bracing sMwn is for lateral support o�componen�s mombors onty�o reduce huckling length. Thi�compc��=n�shall nol be placed in any TC Dead 10.00 psf Rep Mb r Comp 1.00
<br /> �SYSTEMS ernironmenl tha�will cause Ihe moistura con�enl ol ihe wood lo exceed 19°ro and/or cau ��e�io��i�ie�a��^ _� Fabdoaia,na„dia,�os�eii BC Li ve 0.00 psf
<br /> a�d b�ce m�s o-�ss i�a��o.da��a wan ma iouow��9 s�a�da�as vo�m a�d c�u��y oer��ePons a�a�i�nie�s_o�::,w o-om r��swai soawa�a, Rep Mbr Tens l.00
<br /> /t�Building Component3 Group,InC. 'AN51/TPI�i','WTCA i'-Wood Truss Council o�America Standard Desiyn Responsibili�ies,'BUILDING COM�ON�NT SAFETY INfOfiMATION'- B� �2dC� 5.00 psf 0.C.Spaci ng 1- 4- �
<br /> 4445 Northpark Dr.Ste.102,Colo.Spgs.,CO80907 (6CSI 1�1�)and'BCSI SUMMARV SHEETS'by WTCA and TPI.The Trus=Plate Ins�i�ute(TPI)is located a�583[:'Onolrio Drive,Madiwn, �251 Jll Spec TPI
<br /> ws�o�s��ss�is rno qmar��a�For st a��Pape,nsso��aro��nFan��s io�at«i at i i i t istn straat,Nw,ste:ao,wasn��qto�,oc 2ows TOTAL S 5.00 psf DEFL RATIO: L/480 TC: L/48
<br /> ti��li.::.�.�._a'+n . �. , . � . _,,.�n..`. '� ...
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