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<br /> i Job Name: HEIDORN Truss ID: G34 Q : 2 JID: 339780
<br /> BRG 7(-LOC REACT SIZE REQ'D TC 1 � 4x2 SPF C1650F1.SE 1-9 +++ +++++ ++ + +++++++++ ++ --LQ4D CASE R1 DESIGN LOADS -
<br /> 1 0- 1-12 6316 3.50" 1.50" TC 2 4x2 SPF C1650FI.SE 1-9 � For floor a0plications (not roofs), 2x6 min. Dir L.PIf L.Loc R.PIf R.Loc LL/Tl
<br /> BRG REQUIREMENTS3shavn3areNbased50NLY BC 1 4x2 SPf Q100F1.SE 11-13 strongback bridginy, or cross bridging (per TC Vert 66.67 0-0- 0 66.67 2- 6- 8 0.80
<br /> on the truss material at each bearin B� Z 4x2 SPF C2400F2.OE 10-15 ANSI/TPI), is required at 10' O.C. or less. TC Vert 896.67 2-6- 8 896.67 8- 0-0 0.73
<br /> Brg React Uplift Req'd Size 9 WEB 2-4x2 SPF STUO-CAN +++ +++ ++++++++++++t+++ TC Vert 66.67 B-0- 0 66.67 16- 6-13 0.80
<br /> 1 6316 0 1.50" 3-4x2 SPF STUD-CAN 10-2 Ribbo� blocks have not been designed to BC Vert 6.67 0-0- 0 6.67 16- S- 5 0.00
<br /> 2 3553 0 1.50" Z-4z2 SPF �1/A2-CAN 2-11 support the point load(s) shown. .Type... lbs X.Loc LL/TL
<br /> 4x2 SPF STI1D-CAN 3-11, 11-4 They nay be attached with (4)lOd nails. TC Vert 1440.0 2- 6- 8 0.73
<br /> 4-12. 6-14 Loads at the truss ends must be applied TC Vert 2684.0 8- 7- 4 0.73
<br /> 8-15 directly to the chord.
<br /> 4z2 SPF /1/#2-CAN 13-6 Plating spec • ANSI/TVI - 1995 Panel Lengths �
<br /> $LIDER 4x2 $PF C1650F1.SE NOTE:WUCIMIMUM TRUSS $VACINL IS 16.0 " O.C. Std=2-5-4
<br /> MA7C DEFLERION (s an) : BRG BLK 3-4x2 SPF STUD-CAN THIS DESIGN IS THE COMPOSITE RESULT OF 1-2 2-3-4 4-5 0-10-0
<br /> P Lumber shear allowables are per NDS. MULTIPLE LOAD CASES. 5-6 1-2-12 8-9 1-4-5
<br /> L/518 MEM 12-1? (LIVE) LC 1 pouble truss connection must distribute all IF HAI�ERS ARE INDICATED ON TMIS DRAWING, REPAIR 1:
<br /> L= -0.38" P- -0.14" T= -p,52" loads equally to each ply. If a connection THEY ARE BASED ON 1.5" HANGER NAILS FOR
<br /> CRIIICpI MEMBER FORCES: i5 not specified for the chords, then 1-PLY AND 3" HANGER NAILS FOR MUITI-PLY THE �C�,C. DEAD LUAD hEEDS TO BF ZS PSF.
<br /> ic m�tp, oup.)/ TENS.(WR.) ai to help control squeaking due io friction GIRDERS. IF 2.5" GUN NAIIS ARE USED, THE TNE POINT LQADS h�ST REMAIN THE SAM1tE.
<br /> 1-2 0 1.00/ o(i.0o)0.14 between lies, it is NANGERS MUST BE RE-EVALUATED (BY OTHERS). UNI.ESS NOTFD OTN�:RWI.SE, ALL Pt.qTES !"UST ftE
<br /> z-s -1aa;e i.ao/ 0.96 G pernissible to use
<br /> 3-4 -18601 1.00/ o.sz one Siepson SDS 1/4" x 6" (or equiv.) wood FUILY IPlTAC? AND PRESSED IN TH[ 4160D P[R TPI.
<br /> a-s -io7a9 i.00/ o.6v screw within 6" of each panel point in
<br /> S-6 -20329 1.00/ 0.69 both to and botto�a chords. For 3x2 chords * NO REPAIR RE
<br /> 6-) -16017 1.00/ 0.47 P
<br /> 7-e -4246 1.00/ o.is use 1/4' x 4.S" wood screws. If stacked FOINT I.OAD SPE:CIF[F..Fi ('*=) MUST QUIREU.
<br /> B-9 -426{1.00)/ o.as chords exist, only ONE screw is required �F: fVIi:N1.Y DfSTRTflU1�ED '(U EACH THIS REPAIR ALSO APPLIES TO THUSS IDS G35,
<br /> sc WMP.(WR.)/ TENS. WR.) ai at each panel point location. � PLY PER BUIIDIkG DESIGNER. G<t0, GA1, .AND GdZ OF THI� JOB. JID: 3303's$
<br /> 10-11 / ]0637 3.00 0.60
<br /> 11-12 / 20665 1.00 0.95
<br /> iz-i3 / zo6oa i.00 o.9a RE::PAIR 2:
<br /> is-ia / 165971.00 0.9� THE �i.C. HAS A 1 1;'2" t)FFP BY 1 1%-2"
<br /> is-ss / io3s�i.ao o.ss WIDE Nt1TCN REM1h"iVED FROFt �NE OF 771E
<br /> is-o o(i.00�/ o i.00 o.oi Q(3U61_E TUP CkORCS AT E-y-13.
<br /> YB GDMP.(DUR.)/ TENS.(WR.) ai � o y �`+ o � o o a, � AL! PLATES, tINI..F.SS O7�Hf.HWISE NO'(ED,
<br /> BB 2 -3553(1.00)/ 0.13 v y V
<br /> 1-10 -6fi(1.00)/ 0.00 f4 0 � � o �b d MUST BI: IN(ACr ANp PRESSED IN THE
<br /> 2-10-12562(1.00)/ 0.f3 N N N � O ^ ' �
<br /> z-ii / 8563(1.00)o.eo cb � N ,-. N N 'h � ad Wt"YJD P[R TPI.
<br /> 3-17 -2624�i.00)/ o.sz _�S4 __.� � ADEQUATELY 5UPPOHF THE TRUSS
<br /> 4-ll -2534 3.00)/ O,;g ' _�
<br /> 4-12 -f97 1.00)/ 0.06
<br /> s-u / asz(i.00)o.oa 5-�-4 _ _.� IINTIL THE REPAIR IS COhiPLET€.
<br /> 5-13 -2891(1.00)/ 0.17
<br /> 6-13 / 5161(1.00)O.13 � 16-9-13
<br /> 644 -3652(1.00)/ o.ae � 2 ATIACH 1HE SCAR A� SPECII�7:E:D
<br /> �-ia / 6528(1.00)0.80 p_pLYS 3 4 5 6 7 g g W[Tti S[+9PSON SDS lr4" X 6" SCkF.wS
<br /> 7-15 -6927(1.00)/ 0.15
<br /> e-ss -ssa(i.00)/ o.o� � I (OR EQUIYAL[NT) AT 2 1,•"2" O.C.
<br /> s-ss / s�u�i.00>o.n REQUIRED �.3,:� �=i;�� � INST?lL THE SCREWS THROOGHOUT THE
<br /> 1440�F 6-9-13 ENTIRE LE�TH OF THE SCABS. AVOID
<br /> Z��W5X7 W8X�2 SPLITTItvG THE 'riGi)D.
<br /> W3X6 51017 W3X6 W5X5 W8X8 W6X12 W3X6
<br /> T Si(hdNHO'tNERk'[S��Sa aR�UT THE k0'(CH ONLf.tiS
<br /> ,1 � �� _�
<br /> 1SHIP
<br /> S1017 WSXS W5X7 WSXt2
<br /> W6X12 W8X12
<br /> 61 X4X5`�2 S�AB gZ
<br /> W308 ONE FACE, TTACHED TO HE NQTCHED ACE W:308 t ss�?zr_tt s t'�::�€€� 3�ts e�t ttt�����E�;,�.���,..
<br /> R:6484 SCRE4NS ONLY N C�TO BE APP� (bT4 THF N f�lE�MEMBER R:3716 � i i3 Ic ? 'Ef3e<&.�6t itE['t?ht'�a s�.x>t;F;3>.�12,tt
<br /> U: � N n N d U: � � P31 �t£-.i)Eik'��33E:u:4141)tlt3i.<"]'4t.i'€:�±Z€'�3£�i\
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<br /> /C„�'�W
<br /> All coeneetor pWbs an Truswa120 qa.unbss pntttled by WN"for Wave 20 qa.,"HS"for FiS 20ga.,�5"tor SS ts ga,hom ine; �F�1-t�. ,,,,_._...... 3�#,g>€ti 1'i2;�C ii)"�liP.?ii-§:.ii
<br /> TRUSPLUS 6.0 VER: T6.5.52 �„P P��ia�D+�,,;�da�now'n��nov.snnig bbsuaa ew'es�'�oa�a v�n`Pwin 6ir��iuRnlplaMi o sqpkjesana��ise 10/11/2007
<br /> 147 - A.B.C. Mo����se Read all notes on this sheet and give a copy of it to the Erecting Contractor. cust: sroN�o
<br /> �i71G..1 l rnm e�e�.m..n mcnw�n�a oo�,���,a wu sne.m.ic nas x.�easea o��eurk.cons n�d.a M n.�am m.,w:e,r�r W0: D ri ve_SJn728 59f_L00005_J 00001
<br /> e�M m�e in xcadante miN Cro Wrtmt WniwK of T%nE AFPA desipn standarEs.No iaspm&biily is�sumed for 6mmaionel eccurary,Dimen&ore
<br /> xe to be varifietl Dy tlro component myMycprer amyo�p�i��p�yg�prim m IabncaEon.7�e buA6nq desipner muet aeurtain tlu(pro bah Dsgn r: hk1B NLC = 2 Wf: 1595
<br /> TRUSWAL ���:�,�a����o�,o,mo��,�,�y����..,d�P.��.�o� T�e��,�,m����.mP��wd
<br /> is btxaNy bnced by IM raot a 9aor Meatl�'vp end tlw botlwn Gqrd is Iatmaly WaceE by a rigE eheaNinp maMial tliractly aMnchaE,�uyeu W�ew�. TC Li ve 40.00 psf Du rFacs 1.=1.00 P=1.00
<br /> �SYSTEMS '"'"a&��g�����^er�o�qonme memnwc ony m raduce nu�qi„v k„pp,,ink�,,,,�u,,,,n y„�,b�ba qacee M a�y TC Dead 10.00 psf Rep Mb r Bnd 1.00
<br /> 'mmeM 1�at vAN cwse Ne moienue content of tlw wood Lo ezcaed 1BX aWor cause coMecmr q��oyp�.Fapzate�aMk,incdp Rep Mb r Comp 1.00
<br /> ^^aw��d�cw�.n.�ora�e..;n+m�idowwq.ra,aores:•�o;mm,dc�ro�ao�rt.Por�•,Vm,w,.:�n,mr,�swy�rtw.,,, BC Live 0.00 psf Rep Mbr Tens 1.00
<br /> /rB�BuildinqComponantsGroup�Illt. 'pNSIlfPl7',WTCA1'-WootlTiuseCouncilWAmeriCaSfandatODesiqnResponaEi6Eey,'6{A�qNGCOMPoNEMSAFE"fYINFORMATIOM- BC D2dd 5.00 psf O.C.Spacing 1- 4- Q
<br /> aNs rro.mpanr a.m toz cwo.sppa,fA C0907 (BC51 1-03)anE'BCSI SUMIMRV SHEETS'!y WTCA antl TPI.The Trusa P�afe�ns6yip�(TPp is located at 583 D'O�wfrio Drrva,Madiwn, DE51 Jfl Spec TPI
<br /> Woconin5777B.ThsAmericanFvestantlGapxAcsocialipri(qFPA)isbcaledH111778tl�5beM,NW,$�e9pp,yyyy��pCZpp�g TOTAL 55.00 psf DEFL RATIO: L/480 TC: L/48
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