HomeMy WebLinkAbout14060011 Truss Plans l<--1 CX..o c�v� )
�� Grand Prairie
2820 N.Great Southwest Parkway
Building
Components wwwitwbcg.com
Group
Site Information:
Customec Kerkhoff Associates, Inc. Job Numbec 1407-12103
JobDescnption: CORNELLAVENUEDUPLEX
Address: I Gty, State,Zrp:
Job Engineering Criferia:
Design Code: l8C 2006 View Version: 13.02.08.031820 JRef#: i V8c23220001
�nd Standard: ASCE 7-05 Wind Speed(mph): 90 Roof Load(psfJ: 20.00-10.00-0.00- Floor Load(ps�.- None
10-00
This package contains a job notes page, 32 truss drawings and 0 details.
Item Seal# Truss Item Seal# Tmss
1 205.14.0841.11290 A 2 205.14.0841.12500 A1
3 205.14.0841.13600 A2 4 205.14.0841.14683 A3
5 205.14.0841.15867 6 6 20614.0841.17340 B1
7 205.14.0841.18637 62 8 205.14.084120423 C
9 205.14.084L21800 Ct 10 205.14.084123247 C2
11 205.i4.084124780 C3 12 205.14.084126353 C4
13 205.14.084128177 D01 14 205.14.084129853 D02
15 205.14.0841.31400 E01 16 205.14.0841.33537 E02
17 205.14.0841.35500 F01 18 205.14.0841.37353 F02
19 205.14.0841.38933 G01 20 205.14:0841.40460 G02
21 205.14.0841.42120 H01 22 205,14.0841.43760 H02
23 205.14�.084145373 101 24 205.14.0841.47033 102
25 205.14.0841.48737 J 26 205.14.0841.50607 K
27 205.14.0841.52460 L 28 205.14.0842.02067 M
29 205.14.0842.04170 N 30 205.14.�84206217 O
31 205.14.0842.08220 P 32 205.14.0856.52960 R
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1407-12103 Ply: 1 SE�N:83318I T2 I GABL Cusl:R2322 JRet1VBC23220001
CORNELLAVENUEDUPLEX QIy. 2 FROM: prwNO: 205.14.0841.11290
A RK / BM 0]I24I2014
2'8"2 4.0•'2 6'4"2, fi'8"2, 8'P'2 9'4"2, 10'8"2 13'4"4
� 2�8.�2 � �."�t�.q�.T -��q.T �.q., i ��4.� i ��q,�` 26"[
F=4X4
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�10"8� 2.6,2 1.4. �.q. �,q. �,q.� ��4�� �.q�. Z�B��z �p�.Ji
f- � 2.8..2 T q,�„Z i 5,q„2� 6�0,2� B.p�.2T B�q�.2� 10.8,. 13,q„q
Loading Criteria(ps� Wind Criteria Snow CrReria (agp:in P5F) Defl/CSI Cri[eria ♦Maximum Reactions(Ibs),or"=PLF
TCLL'. 20.00 Wind Std' ASCE 7-05 pg p0.0 Ct: 1.1 CAT'. II PP Deflection in bc UtleFl L/# �oc R /U /Rw /Rh /RL I W
TCDL '�0.00 Speed: 90 mph PE 15.4 Ce�. 1.0 VERT(LL): 0.000 L 999 240 �� g3 /3 /30 /- /9 /160
BCLL: 0.00 Enclosure'.Closed W� - Cs�.not used VERT(TL)� 0.001 L 999 180 yyintl reactions�based on MWFRS
BCDL-. 50.OD Category:II Snow Duration:1.15 NORZ(LLp.-0DOi C - - B Min Brg Widlh Req=' -
Des Ld: 40.00 EXP�.C HOftZ(TL)'.-0.001 D - - Bearing 8 is a rigid surtace.
Mean Height 15.00�ft
NCBCLC 10.00 Code I Misc Criteria Creep Facto[ 1.0
TCDL'6.0 psf
Softit 2.00 gCDL 6.0 psf Bltlg Code: IBC 2006 Max TC CSL �.078 Maximum Top Chord Forces Per Pty(Ibs�
Load Duration:1.15 MWFRS Parallel DisC 0 to h/2 TPI 5[d�. 2002 Max BC C51: OA49 Chcrtls Tens.Comp. Chords Tens. Comp.
Spacing 24.0" C&C Dist a�.3.00 ft Rep Facrors Used�.Yes Max Web CSI'. 0.032 A-6 33 0 F-G 98 -42
Loc.from endwall:Any FT/RT120;0)/0(0) g-� 23 -65 G-H 64 -44
1:1.0 GCpi:0.18 PlateType(5)' C-� 33 -47 H-I 54 -59
WindDuration:�33 WAVE IVIEWVer:13.02'.08.03�820 D-E 64 -38 I-J 66 -BS
Lumber E-F 98 -42 J-K 33 0
Value SeC�i38(Effeciive 6/1/2013)
MaMimum Bot Chord�POrces Per Ply(Ibs)
Topchord2x4�SP.#2 Chortls Tens.Comp. Chortls Tens. Comp.
Bot chortl 2x4 SP#2
Webs2x45P#3 B-R 78 -35 O-N 83 -39
W mber value set"13B"uses design values appmvetl R-Q 81 -37 N-M 82 -39
1/30/20�3byALSC Q-P 82 -38 M-L 81 -39
P-0 83 -39 .L-J 78 -40
Plating Notes
All plates are�1.5X4 except as noted. Maximum Gable Porces Per Ply(Ibs)
Loading
Gatles Tens.Comp. Gables Tens. Comp.
Bottom chcrd checked for 10.00 psf non-concurrent C-R 61 -�22 N-G 43 -96
bottom chord live load applietl per IBC-O6 section D-� 38 -72 M-H 36 -72
160Z E-P 43 -96 L-I 61 -122
Truss tlesigned for unbalanced snowloatls. F-0 4 -82
Wintl loatlsbasetl on MWFRS with adtlilional C&C ,``����!.,�Y,�E�i„+�fj�f'/j'
memberdesign. �� �� Q� ��
r d Ss,S �R 'Q ��i
Atltlitional Notes � Q' ¢-f' �0�� '� S.
See DWGS A10015050109,GBLLETIN0212,8 -`���
GABRST050109for9ablewindbracingrequiremen[s. �Q] Sh'�O. pF1Q2�1�14� (n +'�,�,+
� , � STATE dF ,� .. 4
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07/34/2014
"WARNWG` REAOAND FOLLOW ALL NOTES ON THIS DRAWINGi ,e '�,i-,vi
"IMPORTANT^ FURNISHTHIS-DRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS FT��i-��
Tmsses require extreme care in fabricatinq,hantllinq shipping,installing and 6racing. Refer to and tollow the latest etlition of BC51(Building guildin
Component Saferyinformalion,bv TPI and SBCA)foPsalety praceces prior to pertorming.these functions Installers shall provitle temporary g
brecin9 per BC51. Unless notetl otherwise,top chord shall have pmpedy attachetl simctural sheatMno and botlom chord shall haw a pmoerly (,`Ofll onents
attachecl ri���d ceilinq Locations shown for permanent lateral resiraint of webs shall have bracinp insTalled per BCSI sections 83,67 or 810 p
as applicable. AppTyp lates to each face of tmss and position as shomn above antl on the Joinf De�ails, unless noted otherwise. kefer lo' G rOU
drawings i 60A-Z for stantlartl plate positions. p
ITW Builtlinp Components Group Inc shall no�be responsible for an tleviation from this drawing,any Failure�o build[he truss in conformance
with ANSI/TYI �,orfor handlinq�shippinq�,ins�allahon and bracing oYtmsses. A�seal on this drawinq�or coverpaqe_listing this drawing,
indicates acceplance ot professionaf enq ineerinq resp onsib�lity solely forthe desi n showa The swta6ility antl use of�this
tlrawing for any structure is the responsiblity of the Building Designer per ANSI/7PI i�Sec.Z.
FormoreinlormationzeelM1is-ob'seeralno�esa antl{Fesewe�sites'. ITWBCG:w�mv.iM1Vbc .cm',TPl: www\inslor �.50CH'www.sbcintlust . m:ICC�. wwwcsa(eor
1407-12103 Pty'. 1 SEQN'.562641 T1 / COMN CusI:R2722 JRe�: 1Vec23220001
CORNEIL AVENUE DUPLEX pry�. 4 fROM' � Drv+NO: 205.14.0841.12500
A� RK Y BM 0]/24/2014
6'8"2 + 13'4"4
� 6�8,z s�B•�Z �
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i tP;B i 47"1 4'2"3 47'Y t0"B�
i'- _T' y.��.� i 8�g��3 13.4�.4 i
Loading Criteria(psp Wind Criteria Snow Criteria(aqPr�in a5F) DefI/C51 Criteria ♦Maaimum�Reactions(16s)
TCLL 20.00 Wind Std�. ASCE 7-05 Pg�,y0A Ct�.1 CAT:II PP�Deflection in loc Udefl L/# Loc R /U I Rw /Rh /RL /W
TCDL�. t0.�0 Speetl'. 90mph Pf: 15.4 Ce'. 1.0 VERT(LL)' 0.007 F 999 240 g fi21 I18 /243 /- /123 /3:5
BCLL: 0.00 Enclosure:Clased Lu: - Cs'not usetl VERT(TL)i OA14�F 999 180 D 621 /18 /243 /- /- /35
BCDL �0.00 Category'.II Snow Duration:1.15 HORZ(LLp. 0.004 F - - Wintl reactions based on MWFRS
Des Ltl': 40.00 EXP:C HORZ(TL)�. 0.009 G - - B Min Brg Width Req= t3
Mean Height:15.00 ft D Min Br Witlth Re 1.3
NCBCLL 10.00 Cotle/Misc Cri[eria Creep Factor. 1.0 9 9°
7C�L:6.0 psf Bearin s B 8 D are a ri id surtace.
SoffC 2.00 gCDL 6.0 psf Bldg Cotle:�IBC 2006 Max TC CSI: OB15 9 9
Loatl Duratiort t15 MWFRS Parallel Dist 0 ro hl2 TPI Std. 2002 Max BC CSI: Q293 Maximum To Chortl Forces Per PI �
Spacing:24.0" C8C Dist a:3.00 ft ftep Facrors Used�.Yes Max Web CSI�. 0.077 P y(Ibs
Loairom endwall'.Any FTIR7�20(0)/0(0) Chcrds TensLOmp. Chords Tens. Comp.
I: 1.0 GCpi_0_18 Plate Type(s): A-B 33 0 C-D �05 -fi94
Wind Duration:1.33 WAVE � VIEW Ver:13.02 08.031820 B-C 105 -694 D-E 33 0
Lumber
Value Sef.13B(Effective 6/V2013) Maximum Bot Chortl Forces Per Pty(Ibs)
Top chord 2x4 SP#2
Chards Tens.Comp. Chords Tens. Camp.
Botchortl2x4SP#2 6-G 491 0 F-D 491 � 0
Webs 2x4 SP#3 G F 441 0
Wmber value set'93B"uses design values approved
V30/2013 by ALSC Maximum Web Forces Per Pty(Ibs)
Loading Webs Tens.COmp. �Webs Tens. Comp.
Bottom chcrd checketl for 10.00 psf non-concurrent G-C 202 0 C-F �202 0
bottom chord live load applietl per IBC-06 section
1607.
Truss�designed for unbalancetl snow loatls.
Wind
'Wintl loads based on MWFRS with atlditional C&C
member design.
``+,�,y�ti111EU�ittty�)�ff'+i
.+���� �'� 'r/ /,�
`������.57�,t�� pip���
fi
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07/24/2014
"WARNING` READ AND FOLLOW ALL NOTES ON THIS DRAWINGI :�,��;
"IMPORTANT" FURNISHTHISORAWINGTOALLCONTRACTORSINCWDINGTHEINSTALLERS BT"�,lL'
Tmsses require extreme care in fabricatin9,hzntllin� shipping,installing antl�bracin9. Refer to and follow tfie la�est edition of BCSI(BUiltling guilding
Companent Safety Information,b TPI an�7 SBCA)to'rsafety prac4ces pnor to pertorming these functions Installers shall pmvide temporary
bracing per BCSI Unless noted o�herwise,top chortl shall have propetly attached structural sheathinq and bottom chord shall have a propedy (�,011l onents
atlachetl�riqid ceiling �.LOrations shown.for oermanent lateral resiraint oFwebs shall have bracing inslalled per BCSI sec�ions 63,B7.or et0, (�
as applicable. App7y plates to each face of tmss.and position as shown above antl on ihe JoinfDetails, unless noted otherwise. Refer to Grou
tlrawmgs�lEOA-Z for stantlard plate positions. p
ITW Buildinq Componen�s GroupJnc.shall not be responsible for an deviation from this Arawing,any faiWre ro builtl the tmss in conformance
with ANSI/iPl ��,or for hantllinq,shippinq,installation and bracing o�trusses. A seal on this drawing�or coverpa�qe,listing this tlrawing,.
indicates acceptance of protessiona! enn ineering resp onsibJ�Ty solely for the desiq n shown. The swta ility antl use of this
drawing for any structure isthe responsibliry of the Building Designer per ANSI/TPI T Sec2.
For more Infoma�ion see tM1is bb's e eral no[es a antl�hese web sites�.�ITWBCG�. w�+rvu.iM1Vbc c m;TPI: wmxl-nsi or :SBCA'www.sbcindus� . n:',ICG wnv+ csafe.or
1407-12103 Ply: 3 SEQN:56269 I T10 I COMN CusL R2322 JReF. 1VBC23220001
CORNECLAVENIIEDUPLEX Qly: 1 FROM: DrwNO: 205.14.0841.13600
AZ RK / BM 0]/24I2014
— 3 Complete Trusses Required
3'9"72 6'8"2 9'6"8 13'4"4
� 3,9„12 � 2'10•fi � 2�10��6 '�' 3•9•��
�maxs
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1113X8 -5X7 1113X8
3,8�� 3����2 3•�••z 3�8,•
�'F s�B��z � 9•8••4 13'4"4 'i
Loading Criteria (psr) Wind Criteria Snow Criteria(v9pr�in a5F) DeFl/CSI Criteria •Maximum Reactions Q6s)
TCLL 20.00 Wind Sitl: ASCE�7-05 pg�.p0.0 Cb1.1 CAT:II PP Deflection in loc Lltlefl L/# Loc Ft /U /Rw /Rh /RL /W
TCDL: 10.00 Speetl:90 mph PL iSA -0e-:1.0 VERT(LL): 0.042 G 999 240
BCLL: 0.00 Enclosure:Closed W: - Cs:not used VERT TL: 4�83 G 999 �gp A 6888 /165 /- !- /- /35
( ) E 7032 /188 I- /- /- 13�.5
BCDL 10A0 Category:II Snow Duration: 1.15 HORZ(LL): 0.014 8 - - Wintl readions based on MWFRS
Des Ld: 40.00 EXP�.C � HORZ(TL): 0.028 B - - A Min Brq Width Req= 2.3
NCBCLL: 10.00 Mean Height: 15.00 fl Code/Misc Criteria Creep Factor�.0 E Min Br9 Wid�h Req= 23
TCDL-.6A psf Bearin s A&E are a ri id surface.
Soffit 2.00 gCDL��.O psf Bldg Cotle: IBC 2006 Max TC CSI: 0.195 9 9
Load Duration:1.15 MWFRS Parallel Disf.0 to hl2 TP�Sitl: 2002 Max BC CSP. 0.380
Spacing:24.0" CBCDis�a�.3.00 f( Rep Factors Used:Ves Max Web CSI: 0.886 Maximum Top Chord Forces Per Pty Qbs)
Loc.from endwall:Any FTIRT20(0)IO(0)
Chcrds Tens.Comp. Chords Tens. Comp.
C�1.0 GCpi:0.18 Plate Type(s)I A-B ffi -2863 C-D 59 -2020
WindDurelion: 1.33 WAVE VIEWVef: 13A2.08.031820 6-C 59 -2020 D-E 82 -2856
Lumber
Value.SeC 138(EHective 6/V2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top.chord 2x4 SP#1 Chartls Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 SP SS A-H 2371 -65 G-F 2340 -64
Webs 2x4 SP#3 H-G 2346 -64 F E 2365 -64
Lumber value set"13B"uses tlesign values appmved
1/30/2013 by ALSC Ma�imum Web Forces Per Ply(Ibs)
Nailnote Webs Tens.COmp. Webs Tens. Comp.
Nail Schedule:0.128"x3",min.nails H-H 965 -11 G-D 25 -869
TopChord:�i Row @1200"o.n B-G 25 -676 D-F 958 -11
Bot Chord:2 Rows @ 3.00"o.c(Each Row) C-G 2139 -45
Webs :1 Row @ 4"o.c.
Repeat nai��.ingas each layer is applied.Use equal
spacing beween rows and stagger nails in each row
to avoid splitting.
SPecial Loatls ,�i��Yllllili/tl�
TC�From��64 plf at 1.10_0o to� s4 p�fat��.16 68 �e�����,.� � ' /����ii�
TC-Fmm 64 pif at 6.68 to 64 plf a[ 13.35 �° � {� �I
eaFrom iopuai 000io �opirat ia.ss .,+� �c��st�k� . � �+y
BC-18471b Cona Loatl at'075,275,475,6J5 ,+,`'�' Q^ fl � ,�
875,1075,1275 .y Q�" � �,
w�nd �o] �4. PE142D132�1 �'
Wind loaas and reactions based on MWFRS�. j4,�, � ST.4TE OP + S
� �'YD i ��- ��,`�`
\ c
�j��' �
� IIIIYY'�ti�t4t
07/24/2014
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! �. ����,
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORSINCLUDING THE INSTALLERS nT,/v
Tmsses require exveme care in fahricatin9,hantllinq shipping,installing and bracing. Refer to antl Follow the la�est edi�ion of BCSI(Builtling BUI�C�10
Component Safery Informahon,bv TPI antl SBCA)to�r satery practices prior to pedorming�lhese�unctions Installers shall pmwtle temporary g
bracing per BCSI Unlessnoted otherwise,top chortl shall have properly attached stmcNral sheathinq and botrom chordshall have a pmpetly (�,Ofll onents
attached nq�d ceilinq_ Locations shown for permanent lateral restramt oLwebs shall have braano insTalletl.per BCSI sections 83,87 or BtO, p
as applicable. Appiy plates to each face of truss and position as shown above antl on the JoinCDetails, unless notetl otherwise. Refer ro Grou
tlrewm9s.160Ad for standard plate positions. p
ITW Buildinq Components Group Inc shall not be responsible for any tleviation from this drawing,any failure to builtl Ihe Iruss in conformance
with ANSIIiYI 1,ocfor hantllinq,.shippinq,inslallation and hracing of_tmsses. A seal on[his tlrawing or cover paqe.listing this drawing,�
intlicates acceptance of proTessionaf enq ineering resp onsibiliTy solety forthe desiq n shown. The swta6iLty and use of this
drawing for any stmcture isYhe responsiblity of the Builtling Desiqner per ANSIITPI T Sec2.
For more inmrmaiion see m�s'oo�s e erai nmes a z and mese wee si�es: irwecc�www.'��wx c m�,rve �..,e ��n.i.or �,sacn-. www.secmdus� . n,�,icc: ww., csaie or
1407-12109 Ply: 3 SE�M.83321 I T35 I COMN CusP.R2322 JRef: 1VBC23220001
CORNELLNVENUEDUPLER p�y: 1 FROM: �rwNO: 205J4A841.14683
�3 RK / BM OL24I2014
-� 3 Complete Trusses Requiretl
� .3'9"10 6'8"2 9'6"B 13'4"4
� .3'9'90 � 2'1�"8 ' 2'ia'6 ' 3'9"12 �
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8 .� �� ��3X5
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loatling Criteria (psp Wind Criteria Snow Criteria(Pgpt In aSF) Oefl/C51 Criferia •Ma:imum Reactions{I6s)
TCLL: 20.00 Wintl Sttl: ASCE 7-OS Pg;p0.0 Ct 1.1 CAT:II PP DeFlection in loc LIdeH L/# Loc R /U /Rw /Rh /RL /W
TCDL' 10.00 Speed.90mph PE�5A Ce:1.0 VERT(LL)' OD42 G 999 240 q fi702 1�e2 /- /- /- /3.5
BCLL: 0.00 Enclosure�.Closed �u: - Cs�.not used VERT(Ty: 0.083 G 999 180 E 72�8 I�9t I- l- l- /3.5
BCDL t0.00 Category:II Snow Duratiort t�5 HORZ(LL): 0.014 B - - Wind reactions based on MWFRS
Des Ld: 40.00 EXP�.C HORZ(TL)�.0028 8 - - A Min Brg Witlth Req= 22
NCBCLL'. to.00 Mean Hei9ht 15.00 tt Cotle I Misc Criteria Creep Faclor: tA E Min Brg Witlth Req= 2A
TCDL'fi.Opsf
SoRit 2.00 gGDL'.6.0 psf 81dg Cod=_' IBC 2006 Max TC CSI' 4194 Bearin9s A&E are a rigid suRace.
Loatl Duration:L�5 MWFRS Parallel Dis[0 to N2 TPI Std: 2002 Max BC C51'. 0.394
Spacing�.24.0" C8C�ist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.883 Maximum Top Chord Forces Per Pty{Ibs)
Loc.from endwall:Any FT/RT20(0)/0(0) Chords TensLOmp.. Chords Tens. Comp.
I:1.0 GCpi:0.18 Plate Type(s): A-B 82 -2EG9 C-D 59 -2014
Wind Dufation:�.33 WAVE VIEW Vef:13A2.08.031820 B-C 59 -2015 D-E 82 -2846
Lumber
Value Set:13H(Effective 6/1/2013) Maximum Bot Chortl Forces Per Pty Qbs)
Top chord 2x4 SP#1 Chards Tens.Comp. Chortls Tens. Comp.
Bot chortl 2xfi SP 55� A-H 2376 -65 G-F 2329 -64
Webs 2x4 SP#3 H-G 2350 -64 F-E 2355 -64
Lumber value set"13B".uses.tlesign values appmved
1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Nailnote Webs Tens�.Comp. Webs Tens. Comp.
Nail Schetlule:0.128"x3",min.nails H-B 979 -11 G-D 25 -660
TopChord'.� Row@12.00"o.c. B-G 25 -887 D-F 954 -i�
Bot Chord�.2 Rows @ 3.00"o.a(Each Row) C-G 2132 -45
Webs 1 Row @ 4"o.c � �
Repeat nailing as each layer is applietl.Use equal
spacing belween�rows and sta9ger nails in each row
lo avoitl splitting.
Special Loads ``;'Rt�q�p�t���.�t,,
TC(Fmmer 64 plf a� t.16.68I1oe 64 plfa t '13)35 �Y``ti✓`} ����Q*��t
BP From 10 p1f at O.00 Io 10 plf a� �3.35 ��M� � �Ci}S 7 Q�+ ,� '�
BC-1847 Ib ConC.LOad at 0.94.2.94,4.94,6.94 ��q Q' d • 'p y
8.94,'10.94,12.94, � �"
.,m Fdo. PE102pt324 ��
Plating Notes � �g;
w � STATE QF �
('")1 plate�s)require special poslfioning. Referm .. + $
scaled plate plot tletails for special positioning� ''� /� NP �'w
requiremerts. b I . � y�"
� \ ♦
Wind r ( t
Wind loads antl reactionsbased on MWFRS. t't� � ����yA�.1���` '
07/24/2014
'"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! �,;,. ��
°IMPORTANT" FURNISH THIS DRAWING TO ALL.CONTRACTORS INCLUDING THE INSTALLERS aTV'✓
Tmsses require exlreme care in fabrica[ing,handling shipping,installingantl bracing. Refer to antl�follow theiatest edition of BCSI(Building guildin
Component Safety Information,bV TPI anc7 SBCA)foF safety practices prior to performing�hese�functions Ins�allers shall provide temporarv g
brecing per BCSI Unless�noted otherwise,top chortl shall havepropedy attachetl stmcWrel sheathmq and bottom chord shall have a properly (�,Ofil onents
a�tached rioid ceilino. Loca�ions shown for�ermanentlateral resiramt of websshall have�bracinq insialled per BCSI sec�ions B3,.B7 or B10 p
as applicab'le. Appiy plates to each face o tmss antl position as shown above and on the JoinfDetails, unless notetl�otherw¢e. Refer to' (�►OU
drawings 1EOA-Z forstantlartlplate positions. p
ITW Buildirn Components Group Inc.shall not be responsible for an deviation from ihis drawing,any failure to build lhe iruss in�conformance
with ANSI�I 1,or for hantllinq shippin�q,inslallation antl braang oYtmsses. A seal onthis tlrawing or coverpaq e.listinq this tlrawing,
indicates acceptance of profe5swna en�ineering res�onsrbiLty solely forthe desiq n shown. The swta6iliry and use of this
tlrawing for any shucture.is the responsib�ity o(the Bw tling Designer per ANSI/TPI T Sea2.
Pormorelnbrnationseecnis-ob's e eralnoces a ano�M1esewebsites ITWBCG:v+rrrv.itwoc c m',IPC www.t Instor �,�SBCA: wvnv.sbcin�usl . m;ICC: www
1407-12103 I Ply: 1 SEQN:56275 / Tfi I GABL CusC R2322 JRet iVBc21220001
CORNELLAVENUE9UPLEX I Qiy: 2 PROM: �rwNO: 205.140041.158G]
8 � RK / BM 0 7124/2 0 7 4
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Loatling Cri[eria �pst) Wintl Criteria Snow Criteria(Pg,Pf In PSF) Defl/C51 Criteiia •Maxiinum Reactions(16s),or'=PLF
TCLL� 20.00 Wind Sttl' ASCE 7-05 Pg�,p0.0 Ct 1.1 CAT'.II PP DeFlec�ion in loc Utlefl U# Lac R i U I Rw /Rh /RL /W
TCDL�. '�000 Speed�. 90mph pf �54 W:1.0 VERT(LL)� 0000 H 998 240 N' 91 /2 /.30 /- '/9 /207
BCLL: 0.00 Enclosure:Closetl Lu: - Cs:no�used VEftT(TL): 0.001 I 999 180 Wind reactions basetl on MWFRS
BCDL' 10.00 Caiegory:II Snow Duration:t�5 HOftZ(LL):-0.001 D - B Min Brg Witlih Req= -
Des Ld: 40.00 EXP:C HORZ(TL):-0.002 F - - Bearing 8 is a rigitl suRace.
Mean Height:15.00 ft Cotle/Misc Criteria Cree Factor:1.0
NCBCLL: 10.00 TCDL:6.0 psf P
SoffiL 2.00 gCDL 6.0 psf Bltlg Cotle'. IBC 2006 Max TC C51: 0.078 Maximum Top Chord Forces Per Ply(Ibs)
Loatl�ura�ion: 1.15 MWFRS ParallefDist:0 to h/2 TPI S�tl: 2002 Max 8C CSI: OA26 Chords Tens.Comp. Chords Tens. Comp.
Spacing 2a.0" C&C Dist a:3.00 ft Rep Factors Used:Ves Max Web CSI�. 0.075 A-8 33 0 H-{ �18 -37
Loc.from entlwall:Any FTIRT20;0)/0(0) g-C 29 -5� I-J 86 -42
1-.1.0 GCpi�.D.tB Plate Type(s)'. C-D 25 -37 J-K 66 -58
WintlDufationl1.33 WAVE VIEWVef-: 13.02D8�.031&20 D-E 23 -33 K-� 72 -74
Lumber E-F 54 -30 L-M 79 -90�
Value Sef.13B(Effective 6/1I2013) F-G e6 -28 M-N 83 -�09
G-H 118 -37 N-O 33 0
Top chord2x4 SP#2
Bol chartl 2x4 SP#2
Webs 2x4 SP#3 �Maximum Bot Chortl Forces Per Pty(Ibs)
Lumber value set"138"uses desi9n values approvetl Chords Tens.Comp. Chords Tens: Comp.
�1I30/2013byALSC B-Z 91 -42 U-T 97 -47
Z-V 93 -44 T-5 96 -48
PlaHngNOtes Y-X 95 -45 S-R 96 -48
AlI plates ae 1.5X4 exceptas noted X-W 96 -a6 R-Q 95 -48
W-V 96� -47 �-P 93 -48
Loatlin9 V-.0 W -47 P-N 91 -49
Bottom chcrtl checked for 10.00 psf non-concurrent
bo�tom chortl live loadapplied per IBGOfi section Mazimum Gable Forws Per Ply(Ibs)
�607.
Gables Tens.COmp. Gables Tens. Comp.
Tmss designetl for unbalanced snow loatls.
. . \�M�I/il�i/{ �-Z 44 -85 T-I 38 -704.
mvembertlesiga �\�`tit„ E '�{�1��i� F-W 40 -8 �-K 38 -83
WindloadsbasedonMWFRSwith�atltlitionalCBC !� �� �
+a4i� � G157��r � �ir G-V 38 -104 P-M 44 �-85
Additional Notes. � S'(" ��Q-� Fp '�O � H-U 3 -105
See DWGSA100i5050�09,GBLLETIN0212,& •`.� ' i
GABRST050109 for gable wind bracin9 requiremenis. „tn Nu.PE�1Q26132A (,/}�
�
y .. STATE t1F � � ;
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07/24/2014
""WARNING" READ AN�FOLLOW ALL NOTES ON THIS DRAWING! � ��,%�
""IMPORTANT" PURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS .�TJv
Trusses require exireme.care in fabricatin9,handlinq shipping,in$talling and bracing. Refer to antl follow the latest edition of BCSI(Building guildin
Component Safety Information by TPI and SBCA)toi safery practices prior to pedorming these functions Installers shall provide temporary . g
bracing per BCSI.Unless noted othervdse,top chortl shall have propedy altachetl�stmctural sheathinQ and botlom chord shall have a pm�etly COIII onents
attached riqid c2ilinq Loca�ions shown for permanent lateral restremt of webs�shall have bracmg installed per'BC51 sections B3,B7 or �0, p
as applirable Appiy plates to each Face of[russ'and position as shown above antlbn the JoinfDe[ails, unless noted otherwise. kefer to GYOUp
drawings 160A-Z for s[andard plate positions.
ITW Builtlinp Components Group Inc shall_not be responsible for any deviation from this drawing,any failure to build�he imss in conformance
wi�h ANSI/TPI �,or for handlinq shippinq,inslallation and bracing o(tmsses. A seal on this drewing or coverpaq e.listing this drawing,
indicates acceptance of proTessionaf eng ineering.resp ons�bility solely forthe desiq n showa The suda6iLty and use of Ihis
drawing for any structure is the responsibility of the Builtling Designer per ANSI/TPI T Sec1.
For moee in(rmation see ihis b�'s e eral notes 9 e entl t�ese web sites- ITWBCG-w.wu ItWbc .c m_TPI'. www.l Inslor ',SBCA' www.sbcintlust . m',ICC' www'csefe or
1407-121W Ply. 3 SEQN:833261 T25 /COMN Cusf.R2322 JReC 1VBC23220001
CORNELLFVENUEDUPLEX pfy. 1 FROM'. DrvuN¢ 2�5.140841.17340
B� RK / BM OL24R014
� 3 Complete Trusses Requiretl
� 4'9"it 8'8" 12'6'S 1�'Y.'
4'9"11 ' 3'10"5 ' 3'10"5 � 4'9"11 '
� 1114X6
12 �4X8 ���
8 � 4 � �4X8
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49'YS 4'0"1 4'0'Y 47'15
1- q.�.,�s -I- 8.8,. -I- i z o� 7- n r y
Loading Criteria ipst) �Wind Cri[eria Snow Criteria�Pgplin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLC 20.00 Wintl Std: ASCE 7-OS Pg�,20.0 Ct:1.1 CAT:II PP DeFlection in loc Lldefl U# Loc R /U l Rw I Rh /RL /W
TCDC 10.00 Speed: 90 mph p(:�5.4 Ce:t0 VERT(LL): 0.078 G 999 240 q 3539 /254 /- /- /- /3.5
BCLL: 0.00 Enclosure'Gosed W: - Cs:notusetl VERT(TL)�. 0.154 G 999 180 E 9355 /249 /- l- l- /3.5
BCDL: 10.00 Calegory:II Snow Duretion: 1.15 HORZ(LL): 0.027 B - Wind reaclions based o�MWFRS
EXP:C
Des Ltl: 40.00 � HORZ(TL): 0.053 B - - P. Min Brq Width Req= 32
Mean HeighC 15.0�ft
NCBCLL�.�0.00 Cotle I Misc Criteria Creep Factor:T.0 E Min Brg Width Req= 3.i
TCDL 6.0 psf Bearin s A&E are a ri itl
SoHit 2.00 BCOL:6.0 psf Bltlg Cotle:�IBC 2006 Max TC C51: 0376 9 g surtace.
Loatl Duration: 1.15 MWFRS Parellel DisC 0 ro h/2 TPI Std 2002 Max BC CSI: 0.594
Spacing��.24.0" C&C Dist a.3.00 ft Rep Factors Used:Yes Max Web CSC �739 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT'20(0)/0(0) Chortls Tens.COmp. Chords Tens. Comp.
I� 1.0 GCpi:0.18 Plafe TYPeIsp. A-B 12� -436� C-D 81 -2827
WindDuration: 1.33 WAVE VIEWVer�3.0208.031820 B-C et -2827 D-E 113 -4020
Lumber
Value Set 13B(Effective 6/1/2013) Mazimum Bot Chord Forces Per Ply(I6s)
Topchord�2x4SP.#� Chords�� Tens:COmp. Chords Tens. Comp.
eot chord 2x6SP SS A-H 3618 -96 G-F 3302 -89
Webs2x4SP#3'W32x4SP#2-. H-G 3582 -95 F-E 3330 -90
Lumber value set"t 38"uses design values approvetl
1/30I2013 by ALSC � Maximum Web Forces Per Ply(Ibs)
Nailnote
Webs Tens.COmp. Webs Tens. Comp.
Nail SChedolei0.128"x3",min.nails H-B 1752 -25 G-D 35 -1230
TopChortl�iROw@12.00"o.c. B-G 42 -�586 D-F �336 -�16
Bot Chord 2 Rows @ 2.50"o.a(Each Row) C-G 3012 -63
Webs : � Row @ 4"o.c.
Repeat nailing as each layer is applietl.Use equal
spacing be�ween rows and stagger nails in each mw
ro avoid splining.
Special Loatls t�N��������Jf�
TC(Fromef64pifat_,.1000Itoe64rplf t.=1.t867 `��\\*�r� E . S Iya,'f
TG From 64 plF at 8.67 to 64 plf at 17.33 *ti° �y.i�� ��fC? ri
BC-From 10pi5at DOOb 10plfat �733 w'� '� �65'�'T�$F. � ��"�
BC-15181b Cona Load ai 075,275 ti'�(' Q^ 'O 'jY
BC-16361b Conc. �oad a� 4D6 .ti L�
S
ec�eas ib co�c. �oad ac a:7s,s.�s,a.�s,io:�s �p� N6. PEf 02Q132A ��,�
iz�s�,ia.�s;is.�s � �
� • STATE bF . :
PlatingNotes '�+f.p f � � w
('")� plate(s)require special positioning_Refer ro i '�� I Tk �w. ,i$�
scaletl pla�e plot details for special positioning E \C�t
requirements. � � � f � y
Wind r!'�tlt. IIIIMt�ll��y .�
wind loads and reactions based on MWFRS. 07/24/2014
^WARNING` READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT' 'FURNISH THIS�RAWING TO ALL CONTRACTORS INCW DING THE INSTACLERS �TL'i UI
Trusses require extreme care in fabricatin9,handlin� shioping installing and bracing. Refer to and follow the latest edition of BC51(8uilding guildin
Component Safety Informahon,6V TPI and SBCA)foF safety practices prior to pertorming Ihese functions Installers shall provitle temporary g
bracing per BCSI.Unless noted o[herwise�,top chord shall have pmpetly atlached structural sheathin9 and 6o[bm chord shall have a properly (�,Ofll OIl
a;tachep riqitl cetlinq. Locations�shown for oermanent lateral restraint of webs shall have bracinq msialled per BCSI sechons 83,B7 or B10 p ents
as apphcablz Appiy plates to each Face of[russ and posi6on as shown above and on the JoinrDetails, unless notetl otherwise. Refer ro' (�[OU
drawings 1fi0AZ for slandard plate positions. ' p
ITW Buildinq Components Group Inc shall not be responsible for any tleviation from this drawing,any tailure[o builtl the truss in conformance
with AN51/TPI i,or for handlinq shippinp,insialla6on and brecing of.tmsses. A seal on this�drawing or cover paqe_listing this drawing,
indicates acceptance of proTesvonaf enq ineerinq resp onsibihty solety for the tlesiq n shown. The surta6ility antl use of this
tlrawing for any stmcture is the responsiblity o/the Building Devgner perANSI/TPI TSec2.
For more inmrmano�see ims�oes e erai no�es a ana mese wee si�es: irwece. www.�evoc c m;rac www.� ms�or :sacn� wvmsodna�se . n�.iCC..� csa�e.o�
1407-12103 Ply 3 SEQN:83329 / T33 /COMN CusLR2322 JReC.1VBC23220001
CORNELLAVENUEDUPLEX Qry: 1 FROM Drvallo: 205.14.0841,18637
Bz RK / �M 07/24i2014
�-°� 3 Complete Trusses Required
4'9"11 8.8• 12.6��5 ^ �74..
4'9"11 3'10�.5 � 3•�0.�5 � 4�5.��� -�
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1113X10 =6X0 1113%10
� 4,]..15 4'0"1 4'0"1 4'7"15
♦ q.��.�s '}' 8�0.� i 12.8�.� i ��,q..
Loading Criteria (psp Wind Criteria Snow Criteria�Pq,at�in aSF� Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLC 20.00� Wind Sttl: ASCE7-05 Pg.20.0 Ct t� CAT�.II PP Deflection in loc IJdefl.L/# Loc R /U /Rw /Rh /RL /W
TCDL: 70.00 Speed�. 90mph PE�5.4 Ce:�.O VERT(LL)'. 0077G 999 24� p g36b /257 /- /- /- /3.5
BCLC 0.00 Enclosure�.Closetl Lu: - Cs:notusetl VERT(TL)'. 0.�54 G 999 180 E 9532 /252 /- /- /- I35
BCDL: t0,p0 Category'II Snow Duration:t�5 HORZ(LL): 0.027 B - - Wind reactions based on MWFRS
Des Ltl: 40.00 EXP'.�L HORZ(TL): 0.053 B - A Min Brg Width Req= 3.1
Mean Height:15.00$
NCBCLL 10.00 Code/Misc Criteria Creep Pactoc 1 A E Min erg Width Req= 32
TCDL':6.0 psf gearin s A&Eare a ri i
SoFfit�. 2 00 BCDL 6.0 psf B�d9 Code� IBC 2006 Max TC CSI: 0.375 9 g tl surface.
Load Duratiort tt5 MWFRS Parallel Dist:0 to h/2 TPIStd: 2002 Max BC CSf.� 0.586
Spacing'.24.0" C8C Dist a�.3.00 ft Rep Factors Used:Yes Max Web CSI: 0737 Maximum Top Chortl Forws Per Ply(Ips)
Loc.from entlwall:Any
FT/RT�2G(0)�0(0) Chords Tens.COmp: Chords Tens. Comp.
CLO GCpi:�0.18 PlateTyFe(s)' A-B 12� -4357 C-D 81 -2821
WindDUration�. 1.33 WAVE VIEWVer13.02.08.031820 B-C 81 -2821 D-E 113 -4004
Lumtier
Value SeC 138(Effective 6/1/2013) Mazimum Bot Chord Forces Per Pty(16s)
Top chord 2x4 SP#i Chortls Tens.Comp. Chortls Tens. Comp.
BotChOfd2x6SPSS A-H 3610 -96 G-F 3288 -89
Webs2x45P#3:W32x4SP�#2'. H-G 3574 -95 F-E 3316 -89
Lumber value set"13B"uses design�values approved
1I30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Nailnote Webs Tens.Comp. Webs Tens. Comp.
Nail Schedule'0.128"x3",min.nails H-8 1747 -25 G-D 34 --0218
TopChortl' 1Row@t2.00"o.c. B-G 42 -1582 D-F 1326 -i6
Bot Chortl'2 Rows @ 2.50"o c(Each Row) C-G 3004 -62
Webs .:.1 Row @ 4"o.c.
Repeat nailing as each layer is applied.Use equal
spacing beN✓een rows and stagger nails in each row
to avoid splitting.
Special Loads ,�t�tiq����N/t)��;
TC�Frome 64rplfat_i.,000toe64plfal-1.1867 ����`*�� E l,���ir„
TG From 64 plf at 8.67 to 64 plf at �7.33 +��' "4���� �i
BG Ftom 10 plf at 0.00 to 10 plf at 17.33 i`�� ���Q T��'E. b� �
6C-15181b Conc.Load at 0.94,2.94 �Q' 4 G7 S� „
BC-164016�Cona Load a(4.06 `�'Q.' � " �
acieasioco�� �oadaca.ec,s.sa,e.ea,�osa �� No. PEt0261324 ��
12.94,14.94,�6-94 —
� t STAT[OF . w
Piating Notes N � '
/ P w
(")1 plateis).require special positioning.Refer to '�C) I � ,��.�"
scaled plate plotdetails.for special pasitioning f� \` s�
reqwrements. � - � �
Wintl ++�� � piH�����`'
Wind ioads and reactions based on MW FRS_ 07/24/2014
`"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGi x, �v'J,�
'7MPORTANT" FURNISHTHISDRAWINGTOALLCONTRACTORSINCWDINGTHEMSTALLERS T �.
Trusses requiie exireme care in fab ricating,hantllin� shi�ping,in5talling andbracing. Refe�to and follow Ihe la[est edition of BCSI(Building Buildin
Corr�ponent Safety Information,bv TPI and SBCA)fo'r safety practices prior to performing these funetions Installers shall p�ovitlelemporary g
bracing per BC51.Unless notetl othervuise top chord shall have pmpetly atiached stmctural shea�hinp and botlom chord shall have a propedy (�,Ofll onents
attached n �tl ceilln . Locations shown(o� ermanent lateral res�remt of webs shall have bracm 'mslalled per BCSI sections B3,87 or B10, p
as applicab�e App�y plates�o each face.o�truss antl posi�ion as shown above and on the Join�De�ails, unless noted olherwise. �te(er to Grou
drewmgs 1 fi0A-Z far siandard plate positions. p
ITW�BUildin Components Group Inc.shall not be responsible tor an deviation from Ihis drawing,any faiNre�o builtl.[he tmss in conformance
wilh ANSI/i�l 1,or for handlino�,shippin�q,installation and bracing o�trusses. A seal on this drawmg or coverpaqe,listing this tlrawing
intlicates acceptance of pro essrona en ineerin9 res onsibility solely for Ihe desi n shown. The swta6ility�antl use.of this
tlrewing(or any structure is the responsib�ity of the BuiPtling Designer per ANSI/7PI 1�Sec2.
Fo�more informalion see inls'oe's e e�al rotes a antl tnese weo slles IrwBCG www_itwbc .c m;iPL www,t Iret.o� ;SaCA� �www.sbuntlust . m,ICGI www ¢ate or
1407-12103 Ply: 3 SWN:565151 T4 / HIPM CuscR2322 JRet 1VOC23220001
CORNEILAVENLIEDUP�EX Qty: 1 FROM: DrvvNO: 205.14.084120423�
� RK I eM 07I242014
s� 3 Complete Trusses Requiretl
1"I1" 1 7'6"14 i 13'6"4
� 1'11" � 57"14 � 5'11"6 �
�Z 1114X6 IIIt5X4
g � g DT-1"4 C D
—r =6X8
i �� �
� =3X6(A1) � � _�I � p,
� ; � lu f �- --��1 �
G F E
�� �,9„1�13X6 5'9"10 —6X� 5'11"6 1112.5X4
�4 7'6"14 ' 13'6"4 �
Loading Criteria (psn Wintl Criteria Snow Criteria(Pgpt��n PSF) DefllCSl Criteria ♦Maximum Reactions(Ibs)
TCLI: 20.00 Wintl Std'. ASCE 7-05 pg 20.0 Ct-0.i CAT:II PP Deflec�ion in loc Lldefl U# Loc R FU /Rw I Rh I RL /W
TCDL: 10.00 Speed: 90 mph p(:�5.4 Ce:t0 VERT(LL): 0.155 C 999 240
Enclosure:Closetl A 32�6 /94 !- /- I- /3.5
BCLL: 0.00 Lu: - Cs:notused VERT(TLy. 0.310 C 517 180 E 3039. I97 I- /- /- /3.5
BCDC 10.00 Calegory:II Snow Duration�t15 HORZ(LL): 0.022 B - - Wintl reactions based on MWFRS
EXP:C
Des Ltl: 40.00 HORZ(Ty: 0.045 B - - P. MiaBr9 Width Req= t.3
Mean HeighY.15.00 ft
NCBCLL 10.00 Code I Misc Criteria Creep Factor: t A E Min Brg Width Req= 13
TCDL 6.0 psf Bearin s A 8 E are a ri itl surface.
SoHit 2.00� gCDL:6.0 p5f Bltlg Cotle: IBC 2006 Max TC C51'. 0.631 9 9
Load Duration� 1.15 MWFRS�Parellel DisP.0 to h/2 TPI�Std 2002 Max BC CSI: 0,585
Spacing'.@4.0" C&C Dist a:3.00 ft Rep Facrors Used�.Yes Max Web CSI: 0 782 Marimum Top Chortl Forces Per Ply(165)
Loc.from entlwall:Any
FT/RT20(0)IO(0) Chards Tens.Comp. Chortls Tens. Comp.
1: 1A GCpi:Q18 Plate7ype(s)'. A-8 fi0 -2179 C-D 92 -3�85
Wintl Duration: 133 WAVE I VIEW Ver: 13.0208D31820 B-C 92 -3185
Lumber Wintl
Value Se[13B(Effedive 6/1/2013) Wind loads antl reactions based on MWFRS. Maximum Bot Choitl Forces Per Pty Qbs)
Top chord 2x4 SP#2 Chortls Tens.Camp. Chords Tens. Comp.
Bo�chortl2z6�SP#1 A-G 1836 -52 F-E 57 -3
We6s2x4SP#3�.W42x4SP#2�. G-F 174� -51
Lumber value set"13B"uses tlesign valuesapproved
V30/2013 by ALSC Marimum Web Forces Per Ply(Ibs)
Nailnote �Nebs Tens.Comp. Webs Tens. Comp.
Nail Schedule:0.128"x3",mianails G-B 79Y -4 F-D 3188 -91
Top Chord'1 Row @12.00"o.c. B-F 1476 -42 D-E 33 -688
Bot Chord':1 Row @ 3.50"o�.c. C-F 32 -�20
Webs �. i Row @ 4"o:c.
Repeat nailing as each layer is applied.Useequal
spacing behveen mws and stagger nails in each row
to avoitl sFlilting.
Special Loads M1`,`y1M��������/�t��''
TC Fromefs4pifat�.�o.o0toesarPfa�ct=l.�s�s2 �����*�� . �E � '�l /�'�ry
TC-Fmm 32 pif at 1,92 to 32 plf at 13.52 ���(,��' �{S i �, �,fy�i
8F Frorn 10 plf at O.00 to tO plf at 13.52 � �C � FU. �Y
TC- 39 Ih Conc LOad at �.98,3.98,5.96,7.98 �� � �� �
9.98,'I 1.98.13.37
ea eaa m cor,�.toad at i.ss�,a.ss,s.ss,�ss �m Na. PE'1.6201324 �-i�
9.65,�1.65 +
BG� ioa Ib Cona Load at i.sb � . STr1TE OF � }
BC- 32 Ib Conc.Load at 3.98,5.98�,7�.98,9.98 '�x / � ��
11.98,�3.37 � � `�'f7I � ,&.i�""
'f`�
Purlins
In Ileu of shucNral panets use purllns to braGe all Fla� F`��7 f �������;LY��
TC @ 24"OC.
07/2�1/20 I 4
""WARNING" READ AND FOLLOW ALL NOTES ON THIS�DRAWINGi g �-��
^IMPORTANT" FURNISHTHISDRAWINGTOALLCO�VTRACTORSINCLUDINGTHEINSTALLERS :7TL/S
Tmsses recuire extreme care in fabricatin9,handling shipping,installing and 6racing. Refer to antl follow the latest edition of BC51(8uilding guilding
Component SaFety Informahon,bv TPI and SBCA)foi safery practices prior ropertorming ihese functions Insiallers shall provitle[emporary
breang per BCSI.Unless noted othervvise,top chord shall have pmpedy attachetl strucWrel sheathin9 and bottom chord shall have a propetly (�,OfTi onents
attachetl ri id ceilinq Locations shown for permanent laferal restremt of webs shall have bracino�inslalled� er BCSI sechons B3,87 or B�O, p
as applicabe. Apply olates ta each face of truss and�position as sho�m above and on the JoinfDetails, uPless notetl�otherwire. Refer to Grou
drawings isoa-z ror standard plate�positions. . p
ITW Builtlina Components Group Inc.shall no[be responsible for any tleviation from this drawing,any failure to builtl ihe tmss in conFOrmance
with ANSI/iPl 1,or for handlin shippinp,installabon and bracing of.tmsses. A seal on this drawing or cover paqe_Ilsting this tlrawing,
intlicates acceptance of pro�essionaf enq ineering resp onsibilib�solety forthe desiq n showa The swta5ility and use of this
drawing for any structure is the responsiblity of the Building Desi9ner per AN51/TPI T Sec2.
For more mm�manon e;n�s-oes e erai no�es a a�e�nese wee s�ies: irwacc.�+.�nwec � m�.Tvr. �+w.m��s�o� �,secn��w c�m�s� . n�,ice: „M,V, sare.o�
1407-12103 Ply: 1 SEQN'S6288 / T8 / HIP Cusf.R2322 JRef: 1VBC23220001
CORNELLAVENUEDUPLEX pry�, 2 FROM: DrwNa: 205.1a.084121800
C7 RK I BM 0724/2014
I 2'4" 27�12
Z�4�� 3„1'2
12 IIILSX4 �� � �
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=2.SX4(At) �� HB2" i� N
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L � � LJ�.
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���'3"8-��{ �
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27"12
Loading Criteria (psr) Wind Criteria Snow Crderia�agprin PSF� DefllCSl Criteria ♦Maximum Reactions(Ibs)
TCLC 20�.00 Wind Sld: ASCE7-OS Pg�.209 Ct: 1.1 CAT�.II PP DeAection in loc LIdeFl L/# Loc R /U I Rw /Rh /ftL /W
TCDL: 10.00 Speed'. 90mph Pf: 15A Ce�. 1.0 VERT(LL): NA g �gs ��p ���2 �- �q2 �42.
BCLL 0.00 Enclosure'.Closed W' - Cs'.notused VERT(TL):NA E 72 /7 /36 I- /- /-
BCDL 70.00 Category:II Snow Duration'. 1.15 HORZ(LL): 0.000 F - - Wind reactions�based on MWFRS
Des Ld: 30.00 EXP�.C HORZ(TL)�.0001 F - - B Min Brg Widih Req= 1.3
NCBGLL'. 10.00 Mean HeighC�5.0�ft Code/Misc Criteria Creep Factor 1.0 F Min Brg Widih Req= -
TCDL:6.0 psf Bea�in B is a ri itl surtace.
Sofft �2.00 g�DL�.6.0 psf Bldg Code�. IBC 2006 Max TC CSI: 0.735 ' 9 9
Load Dura;ion: 1.15 MWPRS Parallel Dist 0 to h/2 TPI Sttl: 2002 Max BC CSI'. 0.047
Spacing�.24.0" C8C Dist a�.3.00 ft Rep Facmrs Usetl'Yes Max Web CSII 0.043 Maximum Top Chord Forws Per Ply pbs)
Loc.from entlwall�.Any FTIRT20;0)/0(0) Chords Tens.Comp. Chords Tens Comp.
I:1.0 GCpi:0.18 Plale Type(s): A-8 32 0 C-D 0 -4
Wi�d Dufa�ion' 1.33 WAVE VIEW Ver: 13.0208.031820 I B-C t6 -47
Lumber
Value Set 13B(Effective 6/U2013) Maaimum Bot Chortl Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chortls Tens.Comp. Chortls Tens. Comp.,
Botchortl2x4SP#2 B-F 2 -3 F-E 0 0
Webs 2x4 SP#3
Wmber va ue set"138"uses design values approved Maximum Web Forces Per Ply(I6s)
1I30/201&byALSC Webs Tens.Comp.
Special Loads C-F 86 -50
----(Wmber Dur.Fac.=1.15/Plate Dur.Fac.=1.15)
TG From 5 plf at -129 to 62 plf at 0�00
TP From 2 plf at o.00 to 2 plf at 2 65
BG From 0 plf at -L29 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2p1f at 2.65
Loading
8ottom chord checketl for 10.00 psf nan-concurrent »���������
bstolom chard live loatl applied per IBC-06 section ``xt4���� E , ",F4�j�i
'Wind >>���`' ���T �, fyf��j}ir
Wind loads b9setl on MWFRS wi�h adtlitional C&C .:� @� � r(i �fi�r
memberdesi n s
om ,wo.�e�o2ar3za
. � STATE GF � � �
. :
�` ��b 1 �¢ ��,`!
� ��V`i
/� `` ,�
j�R�!� IIfIM�N;,
07/24/2014
'"WARNING' READAND FOLLOW ALL NOTES ON THIS DRAWING! y� �V.;�i�
°IMPORTANT" FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS RT✓L/
Tmsses require extreme�care in fabricatin9,handlin� shioping,in@talling,and bracing.Refer to and follow the latest etlition of BCSI(Building BUI�C�111
Component Safety Informahon,by TPI and SBCA)foF safery prac6ces pnor to performmg these functions Installers shall provitle temporary g
bracing per BCSI.Unless noted otherwise,top chortl shall have pmpedy aflachetl stmcWral sheathinq and bo�tom chord shall have a properly (�`0111 onents
aftachetl riqid ceiling. Locations shown for.permanent laterel restraint of webs shall have bracinQ inslalled per BCSI sections 83,97.or 810, p
as app6cable App7y Plafes to each face ortmss antl position as shovm above and on the JoinfDetails,.unless notetl otherwise. Re(er ro Grou
drawmgs 160A-Z for stantlartl plate posrtions. p
ITW Builtlmq Components Group Inc.shall not be responsible for any deviation�fmm Ihis drawing,any faiWre to builtl the trussin conformance
with ANSI/TPI 1,.or for handlinq shippinq,installation antl bracing of.tmsses. A seal on�this tlrawing or cover paqe_listing this'tlrawing,
indicates acceptance of pro7essionaf enq ineering res onsibiliry solety forthe desi n slwwn. The suita6ility and use of this
drawing�for any strucNre is Ihe responsi6lity of the BuiPtling�esigner per ANSIITPI 1 Sea2.
Po�mo�e info�ma�ion see IM1is bb's e eral no�es a and�M1ese web siles' ITW9CG:x^bw.ltwbc .c ml TPI' xwx.� insto� �.SBCA�.wwu.sbantlus� , m',ICC"wwx csate or
140742103 Ply: t �SE�N'.565131 T26 /MONO Cus��.R2322 JRef�. lVec23220001
CORNELLAVENUEOUPLEX p�y: 7 FROM: -0iwNo�. 205.14.08412324]
�Z RK I BM 07I24/2014
1111.5X4 C --
12
8 � �� � m
=2.5X4(A1) � � �n �
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B � � �
� T N
—� � —
4'7
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1'11" �"i8
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Loading Criteria �psr� Wintl Criteria Snow Criteria�Pg,ann aSF� Defl/CSl Criteria �Maximum Reactions(16s��
TCL�; 20.00 Wind�Std: ASCE 7-05 Pg.20.0 Ct: 1.1 CAT��.II PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh./RL /W
TCDL�: 10.00 Speetl': 90mph Pf: iSA Ce: 1.0 VERT(LL): NA g �fi7 /0 /86 /- /42 /3.5
BCLL'. 0.00 Enclosure:'Clased W' - Cs:not used VERT(TL)�.NA D 32 /- /i6 I- /- /t5
BCDL: W.00 Category:II Snow Duretion: 1.15 HOftZ(LL): 0.000 D - - C 39 /13 /�2 /- /- /1.5
EXP.0
Des Ld: 40.00 � HORZ(TL): 0.000 D - - Wind reactions based on MWFRS
Mean Height:.l5.0o ft
NCBCLL�a.00 Code/Misc Criteria Creep Factor t0 B Min Brg Width Req= 1.3
TCDL 6.0 psf 0 Min Br Widih Re
SoffR: 2.00 BCDL:6,0 psf BldgLOtl=_: IBC 2006 Max TC CSI-. 0.078 C Min Brg Width Req— -
Load Duretion: 1.75 MWFRS Parellel Dist O�to hl2 TPI Std 2002 Max BC CSI: 0.030 Bearing B is a rigid surface.
Spacing 24.0" C8C Dist a:3.00 ft Rep Factors Usetl:Yes Max Web CSI: 0 004
Loa From endwall'Any FT/RT20(0)/0(0)
C 1.0 GCpI:0_�e Plate Type(s)'.
Maximum Top Chord Forces Per Ply Qbs)
Wind Duration: t.33 WAVE I VIEW Ver 13.0208.031820 Chortls Tens.COmp. Chortls Tens. Comp.
Lumber A-B 33 0 B-C 21 -36
Value Set:136(Effective_6/V2013)
Top chortl 2x4 SP#2 MaMimum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Chords TenS.Comp.
Webs 2x4 SP#3 g-D � 0
Lumber value set"138"uses design values approved
1/30/2013 by ALSC MaximumWeb Forces Per Ply(Ibs)
Loatling Webs Tens.Comp.
Bottom chortl checked for�0.00 psf non-concurrent C-D 0 0
bottom chord live load applietl per IBC-os section
�607.
Wind
Wind loads basetl on MWFRSwith atltlitional C8C
memberdesign. ��
``,�`R*`�����Etu��fi�i`,,rrr
` `"r" st � �.
: 'r�`��� ���� ��j%
=m h'c. PE1020732d �Y
+ STATE GF . .:
w `;'
� � ��
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\`�' �
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07/24/2014
"WARNING' READ AND FOLLOW ALL NOTES ON THIS�DRAWING! .i;:;.�
"IMPORTANP" FURNISH THI5DRAWING TO ALL CONTRACTORS MCLUDING�THE INSTALLERS F�'_'/V
Tmsses recuire extreme care in fabricatin9,handlin�,shipping in5tallinq and bracing. Refer to antl follow the latest edition of BC51(Buildin9 BUI�C�IIIg
Component Safery Information,bv TPI and SBCA)for safety prac6ces pnor ro performing ihese functions Installers shall provide temporary
bracmg per BCSI.Unless noted otherwise.top chord shall have pmperly attached sVUCWraI sheathmp antl bottom chortl shall have a pmpedy (,`Ofll onents
attachetl noid ceilina. Locations shown for permanent laleral restramt of webs shall havebracin9 inslalled per BCSI sections B3,07 or B10 p
as applicab'le App7y Plates lo each face of imss antl posrtion as shown above antl on the Joint Details, unless notetl otherwise. kefer to' (�YOU
tlrewmgs�soA-Z tor standard plate positions. - p
ITW Buildmq Companen�s Group Inc shall not be responsible for an deviation from this�irawing,any failure ro builtl the tmss in conformance
with ANSI/TPI 1,orfor handlinq shippinq�,installation antl bracing ortrusses. A seal on[his drawing or cover paqe listing this drawing,
indicates acceplance of profiessiona�enq ineering ms onsibility solely forthe tlesi n shown. The swta6ility antl use of [his
tlrawing for any structure is Ihe responsiblity of the BuiPding Designer per ANSIITPI 1 Sec2.
Formore�mrorma�ionseemisbo's e erainotes a eantltheseweo�sites�. i1WaCG�. www.itwnc c m�,TPI: wrvw.� instor �,59Cn' www.socinaus� .mm',iC��.
1407-121�3 Pty: 3 SE�N�.5fi292 / T9 I HIPM CusI:R2322 JRef: 1V8c13220001
CORNELLAVENUE�UPLEX Qly: 1 FROM: �rwNO: 205.14.084124780
C3 RK / BM 0]I24/2014
, s 3 Complete Trusses Requiretl
1'11" 7'6"14 i 13'6"4 i
i �,���� i 5����14 � 5'1�"6 ,'
12 1114X6 � 1111.5X4
g � B DT 1"4 C D
-� =6X8
� =3X6(A1) IJ! �� � I
� 4��� � ��� �U �
-¢- — -'-
� G F I IE
1'g„43X6 5'9"10 —sX�l� 5'11"6 1112.SX4
� ' 7'6"14 13'6"4
Loatling Criteria (psp Wind Criteria Snow Criteria lPqP����,PsF) DeFlICSI Criteria �Maximum Reactions pbs)
TCLL'. 20.00 Wind Sid: ASCE 7-OS Pq 20.0 Ct: 1.1 CAT:II PP DeFlection in loc Utlefl U# Loc R I U /Rw /Rh I RL IW
TCDL�. 10.00 Speed90mph Pf:15A Ce: 1.0 VERT(LL): 0.155C 999 240 q 31071�ifi /- /- /- /35
BCLL 0.00 Encbsure:.Closetl W'. - Cs'.not.used VERT(TL): 0.306 C 524 180 E 2954 1112� /- /- /- 13.5
BCDL 10.00 Category'.II Snow Duration:1.t5 HORZ(LLJ'. 0.022 8 - - Wind reactions based on MWFRS
EXP:C
Des�Ld: 40.00 HORZ(TL): 0.044 B - - A Min Brg Witl�h Req= A.3
NCBCLL:.10.00 Mean Height: 15.00 ft Code I Misc Criteria Creep Factor:1A E Min Brg Witlih Req= t.3
TCDL 6.o psf Bearin s A&E are a ri itl surface.
Soffit 2.00 gCDL 6.0 psf eldg Cotle: BC 2006 Max TC CSI: 0.641 9 9
Loatl Duration: 1.15 MWFRS Parellel Dist.A to h/2 TPI Std': 2002 Max BC CSI� 0.573
Rep Facrors Used�.Yes Max Web CSI: 0771 Maximum Top Chord Forces Pe�Ply(Itis)
Spacing�.24.0" C&C�ista:3.00R Chortls Tens.Comp. Chords Tens. COmp.
Loc.from endwalPAny FT/RT�20(0)IO(0)
C1.0 GCpI'0.�8 PlateType(s): A-8 72 -2�1� ,C-D 113 -3141
Wind Duration: 1.33 WAVE I VIEW Ver'.13.02.08.031820 B-C 113 -314�
Lumber
Value SeC'138(Effeclive 6l1/2013) Maximum Bot Chord Forces Per Pty(Ibs)
Top chortl 2x4 SP#2 Chords Tens.Comp. Chortls Tens. Comp.
Botchord2x6SPk1 A-G 778� -6� F-E 57 -3
Webs 2x4 SP#3:W4 2x4 SP#2 G-F 1692 -60
Lumber value set"13B"uses design values appmvetl
1/30/2013 by ALSC MaMimum Web Forces Per Ply(Ibs)
Nailnote Webs Tens.Comp. Webs Tens. Comp.
Nail SChecule:0.128"x3",min.nails G-B 745 -6 F-D 3143� -111
TopChortl'. 1ROw@12.00"o.c. 8-F �481 -53 D-E 35 -681
Bol Chortl:1 Row @ 375"o.a C-F 36 -120
Webs �. 1 Row @ 4"o.c.
Repeat naJing as each layer is applietl:Use equal
spacing between rows antl siagger nails in each row
to avoid splitting.
SPecialLOads ' �'R5�L1ytY111iiifE��t� ,
- --(Lumter Dur.Fac.=1.i5/Plate DuCFaG=1.15) ���G't E , A�fj!
TG From 64 plf at 0.00 to 64 plf at 1:92 �w tr�+ +f /�
TGFfom 64plfat 1.92to 64pifat 1352 +�(�~r�}$7Z'A �Q,�y'i
BG From i 0 plf at 0.00 ro �0 plf at 13.52 ���iy,fc s�� .�y M
BG 84316 Conc Load at 1.65,3 65,5.65,7.fi5 ��
e.ss;ir.se am No. pE102fi132d �cn�?
Purlins : }
.. . � S74TE 41F � �
In lieu of s�rucWral panels use pudins[o brace all flat „q � `i
Tc @ za��oc. � � � hQ � �Y�. � �'`1.,
Wind � � ��'�
Wind load5 and reactions based on MWFRS. ��//� � ,�"t`��titi\�
07/24/20I 4
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW WG!
"'IMPORTANT° PURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS s'�TVJ
Trusses require exireme care in fabricatina,handlin9 shioping,installing and bracing. Refer to and follow the latest edition of BC9(Building B W�(1117
Component Safety InformaUOq b TPI and SBCA)foF safety prachces prior to performing�these functions Installea shall provitle temporary g
braang oer BCSI.Unless noted o�therwise,top chord shall have properry atlached structural sheathinq antl botiom�chortl shall have a�properly (,`Olil onents�
attachetl rigitl ceilinq Locations shown for ermanent lateral restramt of webs shall have bracino inslalled per BCSI sections B3,87 or B10, p
as applica6�e Appiy plates to each face of truss antl posi6on as shown above and on theJOinCDetails, unless noted otheiwise. Re�er ro (�YOU
drawings 160AZ for standartl plate positions. � ' ' p
INV Buildirc�Componen�s Group Inc shall not be responsible for anv 7eviation Gom this drewing,any failure to build the truss in conformance
with ANSIlfPI 1,or for hantllinq shippinp,installatian and bracing ot_�russes. A seal on this tlrawing or coverpaqe.listing lhis tlrawing,
indiwtes acceptance of proiesvonaf enq ineenng resp onsibility solety forthe desiq n shown. The surta6ility and use of this
tlrawing for any structure is Lhe responsibiliTy of the�Bwlding Desi9ner per ANSIITPI�T Sec.2.
For mo,e mwnraoo�see mis�oo�s e erai no�es a ana mese weo s�ies�. irwece. www.im,oc c m�,rci: www.i '�ns�or :secc� www.socinause . m�,ice. www csate ora
14�R12103 Ply: i SEON:56511 / T3 / MONO Cus�'.��R2322 JRe[ 1Vec23220001
CORNELLAVENUEDUPLEk Qly: � FROM: -0rwNoi 205.14.094126353
C4
RK / BM 0712a/2014
1111 .5X4 C
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-'�- __ N
47
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1'11° 1"8
i�- 10"8 �i �,� �„ 2i����$
Loatling Criteria �psr� Wintl Criteria Snow Criteria�ag,ann aSF) �e(I/CSI Criteria ♦Maximum Reac[ions(Ibs)
TCLL 20.00 W�ntl Sitl: ASCE 7-05 Pg:p0.0 Ct: 1.1 CAT�.II PP Oeflection in foc UtleFl LI# Loc R I U /Rw /Rh !RL /W
TCDL: t��0 Speed�. 90 mph Pf:�5.4 Ce: 1.0� VERT(LL)' NA g �67 /0 Bfi /- l42 /35
BCLL 0.00 Endosure:Clasetl Lu: - Cs:not used VERT(TL):NA D 32 /�- I 1fi I- l- I 15
BC�L 10.00 Category�ll SnowDUration�. 1.15 HORZ(LL)'. 0.000 D - - C 39 /13 112 I- l- l75
Des Ld' 40.00 EXP:C HORZ(TL)'. 0.000 D - - Wind reactions basetl on MWFRS
Mean Height 15.00 ft 8 Min Br
NCBCLL tODO � Code/Misc Criteria Creep FaCtor. 1.0 . g Wtlth Req= 1.3
TCDL 6.0 psf D Min Br Width Re
SoffiC 2.00 gCDL;6.0 psf� Bldg Code: IBC 2006 Max TC CSI: 0.078 9 4 -
TPI Std�. 2002 Max BC CSI: 0.03o C Min Brg Width Req= -
Loatl.Duration�ti5 MWFRS Parallel Dist�O to h/2 Bearin9 B ls a rigld surtace.
Spacin9'.24.0" C&C Ois4a:3.00 k Rep Facrors Used:Yes Max Web CSI: 0.004
Loc.froin endwall:Any FTIftT20(0)/0(0) Maximum Top Chortl Forces Per Ply(Ibs)
Il� 0 GCpi'.0.18 Pla�e Type(s)-
Wind Du�ation: i.33 WAVE VIEW Ver'.�13A2.08.03�820 Chcrds Tens.Comp. Chords Tens: Comp.
Lumber A-B 33 0 B-C 21 -36
Value Set 13B(Effec�ive 6/V20t3)
Top chortl�2x4�SP#2 MaMimum Bot Chord ForcesPer Ply Qbs)
Bot chord 2x4 SP#2 Chartls Tens.Comp_
Webs2x4SP#3 B-D 1 0
Lumber value set"�3B"uses design values appmved
9/30h013 by ALSC Ma�imum Web Forces Per Ply(Ibs)
Loading Webs Tens.COmp_
Bottom chortl checked for 10.00 psf non-concurrent C-D 0 0
bottom chord.live load applietl per IBC-06 section
1607.
Wintl
Wintl loatls based on MWFRSwith additional C8C
member design.
`�',�,yy�,J1111CI�i�t/y._A,,`'!
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07/24/2014
"WARNING"' ftEAD AND FOLLOW ALL NOTES ON THIS DRAWINGI -
"IMPORTANT^ FURNISH THIS DRAWING TO All CONTRACTORS INCW DING 1HE INSTALLERS ET✓�
Trusses recuire extreme care�in fabricatinQ,hantlling shiopin9,installing antl bracing..Refer to and follow the latest edition of BCSI(BUiltling Bpl�C�lil
Component Safety Information,bV TPI and SBCA)foF safety prachces prior to pertormmg ihese functions Installers shall provitle temporary �
6racing per BC51 Unless noted otherwise,rop chord shall have pmpery aUached stmctural sheathing and botlom cqord ghall hav?a property (�,011l onents
attachetlngldcelllnc� Locafionsshown�forpermanentlaterffirestramtofwebsshallhavebrecinq mst@IledperBC5lsechonsB3,W orB�O p
as applira6e Appiy plates to each face oI Uuss antl postlion as�shown above and on the JoinCDetatls, unless noted otherwise�. Refer to' (�rOU
tlrawmgs 160A-Z for standard plate posiCions. p
ITW 8uildinq Componenis Gmup Inc.shall not be responsible for any tleviation fmm ihis tlrawing any failure to 6uild the truss in conformance
with ANSI/iPl 1,or for hantllinq shippinq,installation antl brecing of.tmsses. A seal on this tlrawinq or coverpaqe,listing this drawing,
indicates acceptance of pro7essionaf enq ineering resp onsibJity solety forthe desi n shown. The swta6ility antl use of this
tlrewing for any sUUCture is the responsibliry of Ihe Building Designer per ANSI/TPI 7�Sea2.
Gor more'mmrmation see ihis bb's e era�notes oa e ana inese web sites�. ITWBCG w�vw.itwbc c m�,TPC www.t Inst or -.SaCA�. www.sbaneust .com�,ICC�. www.lccsafe or
1407-12103 Ply. 1 SE�N:83315 / Ti6 IGABL CusP.R2322 JReC.iV8c23220001
CORNELL AVENIIE DUPLEX py: 2 FROM: DrwNa: 205.14 084t28177
D07 Page 1 of 2 RK / BM O�I242014
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13'9 i69'S 191 2t
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BT p5 BR 8� BP BO BN BM BL BK BJ 81 BH 6G BF BE BD BC BB BA AZ HY A% AW AV AU AT AS AH A� AP AG AN AM
°3XP -5X6
4510"8 1
�0'8 1�9' 45 :]�1� ��99 Y 25.� ��5����6 '�1 215.� �5 2J'��� ��0;d, 2'15�� �-3� „�" I'405 431. F45 �.
,_�g' �a' I-'-�, , '� I-�-'� �F-�'= � . �, � , V-�..z �A� �. �� �.a. � i a rq� ���e
' 3'{ 5'= 8' 11�T' 139 1 ' i]9" 205 23'1' 2b�9 285' 3t1 339" 365 399' 4�9 ' 045" a5'10"0
Loading Criteria (psr� .Wind Criteria Snow Criteria�ag,Pnn pSF) DeFI/CSI Cri[eria �Maximum Reactions(16s),or"=PLF
TCLL� 20 00 Wind Std� ASCE 7-05 Pg.20.0 Ct 1.1 CAT:II PP Deflection in loc Lltlefl L/# Loc R I U /Rw /Rh /RL /W
TCDL 10.00 Speed: 90 mph PE�5 4 Ce:1.0 VERT(LL)' 0:003�Y 999 240 g 318 /70 /284 /- /560 /3.5
BCLL 0.00 Enclosure:Closetl �u'. - Cs'not used VERT(TL)�. 0.005 Y 999 180 AL'�36 /14 /4� /- /- I546
BCDL �0.00 Calegory:Il SnowDuration:1.15 HORZ(LL)' 0.012AG - - WindreactionsbasedonMWFRS
EXP C
Des Ld: 40.00 HORZ{TL)'. OA20 AE - - g Min Brg Widih Req= �.9
Mean Height 15.00 ft B Min Br Witlih Re
NCBCLL'. 10.00 Code I Misc Criteria Creep Factor:1.0 9 Q= -
TCDL fi.o psf Bearin s B 8 B are a ri id surtace.
SoffE 2.00 BCDL�.6.Opsf BldgCotle'. IBC2006 MaxTGCSC 0.173 9 9
Load Duration�. 1.15 MWFRS Pa�allel Dist:h/2�to h �TPI Std 2002 Max BC CSI�. 0,084
Spacing'.24.0" C8C Dist a:4.59 ft Rep Factors.USed�Yes Max Web CSI'. 0258 Maximum Top Chord Forces Per Pty Qbs)
Loc.from endwall'Any FT/RT20(0)/0(0) Chortls Tens.Comp. Chords Tens�. Comp.
C1.0 GCpi:O.�e PlateType(s)' A-3 G4 0 T-U 389 -56
Wind-DUralion�.133 WAVE VIEWVer. }3.02.08.03182� IB-C 371 -463 U-V 389 -56
Wmber Additional Notes C-� 362 -424 V-W 389 -56
D-E 346 -394 W-X 389 -56
Value5ef.13B(Effective6/1I20�3) See�WGSA700�5050109,G6LLETIN0212,8 E-F 330 -362 X-Y 390 -57
Top chord 2x4 SP#2 GABR5TO50109 for gable wintl brecing requirements. F-G 3�3 -330 Y-Z 367 -69
Bot chortl 2x4 SP#2 WARNING Furnish a copy of this DWG to the G-H 29fi -298 Z-AA 435 -76
We6s 2x4 SP#3 installation contractor.Special care must be taken H-I 279 -265 AA-AB 367 -76
Lumber value set"138"uses design values approved tluring handlinq,shipping and installation of tmsses. I-J 26i -233 A6-AC 3�1 -78
1I30/2013 by ALSC See"WARNING"note below. �_K 243 -207 AC-AD 238 -80
K-L 300 -168 AD-AE 175 -83
Bracing L-PA 367 -136 AE-AF 1�2 -85
(a)Continuous laterel restraint equaly spaced on M-N a35 -�104 AF-AG 63 -90
member. N-O 366 -69 AG-AH 81 -97
PlatingNOtes O-P 390 -57 AH-AI 98 -129
P-Q 389 -56 AI-AJ �14 -161
All plates are 1.SX4 excep�as noted. Q-R 3B9 -5G AJ-AK �28 -2�7
R-S 389 -56 AK-AL 151 -294
Loading
S-T 389 -56
Or00 PSP�Tolp�hortl mOusl oo96e out or no�ched.eed ,,`4�ti���Ae1 f��trt��'/{�� Maximum Bot Chord Forces Per Ply Qbs)
�t ..+ . n �� Chords Tens.COmp. Chords Tens. Comp.
Battom chortl checked for 10.00 psf non-concurrent p'� � gT� t/.tt.�l
bottom chcrd live loatl applied per BG06 section �°i q�� ��,� �/ �„ B-BT 248 -140 BC-8B 264 -134
1607. $� �" � � y gT-BS 252 -137 BB-BA 264 -t34
Tmss designetl for unbalanced snow loads. i m NO p��(}2p1^���� �T BS-BR 255 -�37 BA-AZ �264 -13q
BR-BQ 257 -"I36 AZ-AV 264 -134
Pudins � � STATE OF � * 4 B�-BP 259 -�136 AY-AX 264 -134
In lieu of sVUCtural panels use pudins to brace all flat � � BP-BO 260 -135 AX-AW 265 -134
TC@24"OC. � � �h+O � @1�" �y+.�' 'EO-BN 261 -�35 AW-AV 265 -133
r �� > HN-BM 262 -�35 AV-AU �264 -132
Wind � ti BM-BL 263 -135 AU-AT 2fi3 -132
membeatlesig�etl on MWFRS wi�h addilional C&C f��//' � +,"j5���\t� gK BK 264 -134 AT-AS 262 -131
BJ 265 -134 AS-AR 26� -130
Q"J/ZQ'/ZQ�Q BJ-BI 265 -134 AR-AQ 280 -129
61-BH 265 -"I34 AQ-AP 259 -128
"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! ,�
"IMPORTANi" FURNISHTHIS�DRAWINGTOALLCONTRACTOftSINCLUDWGTHEMSTALLERS mT��V
Tmsses require exveme care in fatiricatin9,hantllinq ship ping,installin9 antl brecing. Refer to antl follow the latest edition of BC51(BUiltling BU1�C��f1
ComponeN Safety Information,by TPI and SBCA�foF safery practices prior to pertorming these functioas Installers shall provitle temporary g
braang per BCS7.Unless no[etl oRierv�ise top chord shall haveproperly attached stmcNral sheathinQ andbottom chord shall have a propedy COfll onents
attachetl riqid ceilin9. Lacations shown for oermanent laleral restramt of webs shall have bracing inslalled per BCSI sections 83,87.or tl10. p
asapplirable. Appiy olates to each face of�mss and position as shown above and on the Joint Details; unless noted otherwise.� Refer ro Grou
drawmgs ifiOA-Z for stantlard plate positions. p
ITW Buildinq Components Group Inc.shall not be rzsponsib�e for an deviation fmm this drawing,any faiNre to builtl the truss in conformance
with ANSI/IPI i,'or for handlin�,shippin9,ins�allation and bracing o�tmsses. A seal on this tlrawin9 or coverpaqe,listing this drawing
indiwtes a<ceptance of pro essonaf enq ineering resp onsibility solety forthe desiq n shown. The swta6Jity and use of this
tlrewing for any sMucture is.the responsiblity of the Builtling Designer per ANSI/TPI T Sea2.
Por more Inbrmation see Nis bb's e eral notes a antl Nese we0 sites: INJBCG: u✓ww.ltw�c .c m:TPI'. www.l Ins[or ;SBCH' wwwsbcintlust .com�,ICC: ¢afe or
140]-12103 Ply: 1 SEQN�.83315 I Ti6 /GABL CusP.R2322 JReC iV6c23220001
CORNFLLAVENUEDUPLEX. Qry: 2 FROM: DrvuNO' 205.14D84128177
001 Paqe 2.of 2 RK / BM 07I242014
BH-BG 264 -134 AP-AO 257 -126
BG-BF 26A -134 AO-AN 255 -124
BF�BE 264 -134 AN-AM 253 -�22
BBBD 2W -134 AM-AL 245 -�15
BD�BC 264 -134
Maximum Gable ForcesPer Pty(Ibs)
Gables Tens.Comp. Gables Tens. Comp.
�C-BT 86� -142 U-80 56 -224
D-BS 75 -�70 V-BA 59 -225
E-BR 76 -167 W-AZ 6G -227
F-6Q 76 -168 X-AY 0 -221
G-BP 7fi -197 AX-Z 0 -185
H-BO 76 -224 AW-AA 85 -227
I-BN 76 -223 AV-AB 83 -224
J-BM 77 -225 AU=AC 76 -223
K-BL 75 -219 AT-AD 7fi -223
L-BK 83 -226 AS-AE 77 -225
M-BJ 85 -227 AR-AF 75 -220
N-BH 37 -185 A�-AG 77 -199
P-BG 0 -22� AP-AH 76 -168
Q-BF Gfi -22J AO-AI 7fi -168
R$E 59 -225 AN-AJ 69 -166
S-BD 56 -22A AM-AK 113 -170
T-BC 56 -224
,�,ti�rsltlf EliiljltfR''
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"WARNING" READ AN�POLLOW ALL NOTES ON THIS DRAWING! .i�,;
^IMPORTANP" FURNISH�THIS ORAWING TOALL CONTRACTORS WCLUDING THE WSTALLERS E�T✓'J
Trusses require:exlreme care.in fabricatina,hantllinq shipping,installing.and bracing. Refer ro and follow Ihe latest edition of BCSI(Building BUI�C�IO
Component Safery InFOrmahon by TPI ana�SBCAj�oF satety practices prror to pertorming these functions� Ins(allers shall provide remporary g
bracing per BCSI.Unless noted o'herwise,top chord shall have pmpedy a�tached s�mctural sheathmq and bottom chortl shall have a pmpedy COIII onents
atlached riqitl ceilinq. Locations shown for permanent lateral resireint of.webs shall have bracing ms1211etl per BCSI sections B3,67 or 810 p
as applicable Appiy. la�es to each face of truss antl position as shown above and on the doinCDetails, unless noted o(he`wise. fieter lo' (�rOU
drawings 166A-Z ior s�antlard�plate positions.. p
ITW Buildin9�Components Group Inc shall not be responsible for any deviation from this clrawing any(aiWre to build the tmss in confo�mance
with ANSI/IYI 1,or for hantlling shippinq,installation�and bracing of.tmsses. A seal on this drawing or cover paqe.listing this drawing,
indicates acceptance o( proiessiona�enq ineering respqnsibility solety forthe desi n 5hown. The swtaeility antl use of this
drawing forany shucture is the responsibility of the Building Designer per ANSIITPI i Sec2.
Pormom_inmma:ionseemis-ob's e erainotes a ane;neseweosi�er iTwpCG�. ww�vltwoc .c m,ral: www.t Instor �,SOCa www.sbcinnust . m�,�CC www.iccsareor
1407-12103 Pty: 1 SEQN:5630o I T31 IGABL Cusf.R2322 JReC 1Vec23220001
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D02 RK I BM 07/2420i4
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+ '�YB'90
Loading Criteria(psi� Wind Criteria Snow Criteria(ag,Pf in PsF) Defl/CSI Critena ♦Maximum Reactions Qbs�,or`=PLF
TCLL'. 20A0 Wind Sttl' ASCE 7-OS Pg�,p0A Ct t� CAT:II PP Deflec[ion in loc L/deFl L/# Loc R /U I Rw I Rh /RL /W
TCOL t0.00 Speed�. 90mph Pf:154 Ce:tO VERT(LL)�. 0.000 F 999 240 A t5 /5� f55 /- /94 /5.9
BCLL: 0.00 Endosure�.Closed �u'. - Cs:not used VER7(TL)�. 0.000 G 999 �80 g� 7� ��g �p5 /- /- /135
BCDL: 10.00 Ca�egory:ll SnowDuratio¢t15 HORZ(Ly: 0.00� H - - K 15 /3 /4 /- /- /5�.9
Des Ltl: 40.00 EXP:C HORZ(TL)� 0.001 H - Wintl readionsbasetl on MWFRS
NCBCLL� 10.00 Mean Height 2173 ft Code/Misc Criteria Creep Factoct0 A Min Brg Width Req= 1.5
TCDC 6.0 pst 8 Min Br .Wid�h Req=
SoKt 20o gCDL 2.0 sf Bltlg Code: IBC 2006 Max TC CSI: o.032 9 "
P - K Min Brg Witlih Req= 1.5
Load Duration� 1.15 MWFRS Parallel DisC 0 to h/2 TPI Std:.2002 Max 8C CSI: Ob18 gearin9s A,B,&K are a rigitl surtace.
Spacing:2a.0" C8C Dist a:3.00 ff Rep Factors Used:Ves Max Web C51'. OA25
Loc.from entlwall:Any FT/RT'20(0)/0(0) Maximum Top Chord Forces Per Ply(Ibs)
f. 1.0 GCpi�.0.18 Plate Type(s)'.
Chords Tens.COmp. Chords Tens. Comp.
Wintl OUretiOrti t33 WAVE I VIEW.Ver.-13A2D8.031820 I
Lumber A-B 1�1 -�09 F-G 99 -39
B-C 59 -75 G-H 54 -35
Value'SeC13B(EffeCtive6/V2013) C-D 52 -57 H-I 17 -40
Tapchortl2x4SP#2 D-E 54 -46 I-J 24 -42
Bo�chortl2x4SP#2 E-F 98 -39 J-K 11 -8
Webs 2x4 SP#3
Wmber value se�"�3B"uses tlesign values approvetl Maximum Bot Chortl Forces Per Pty(Ibs)
1/30/2013byALSC Choids TensAomp. Chortls Tens. Comp.
Specialloads B-R 61 -32 O-N 69 -32
-----(Wm6erOur:Fac.=1.15IPIateDur.Fac.=1.15) R-� 65 -32 N-M 67 -31
TG From 64 pl(at -0.73�0 64 plf at 5.63 p-P 67 -32 M-L 65 -29
TGFrom 64plfat 563to 64�plfat �t99 P-0 G9 -32 L-J 6� -26
BG From 4 plf at -073 to 4 plf at 11:99
Plating Notes Maximum Gable Forces Per Pty(Ibs)
All plates are 1.5x4 except as notetl. Gables Tens.COmp. Gables Tens. Comp.
Loading ��VIH������Jp�f C-�R 59 -84 N-G 62 -95
Gableend�su orts8"maxrakeoverhan ���`, � , ���/ D-� Sfi -81 M-H 56 -81
PP 9. �v�� �,� /� �I�, E-P fi2 -95 L-I 59 -84
Tmssdesignetl�forunbalanced.snowloads. {4�'��r ���S��T�� ��"i!�' F-O 6 -72
Purlins � � Q" G � � i
w ..
In lieu of rigid�ceiling use pudins to brace BC @24" M m hl0 p��p�(���Z4 (/p.�
OC.
� �
Wind Y a SYATE OF � 4
Wind loads 6asetl�on MWFRS wi�h atlditional C8C � '�.N(}� C1�� `V�+
member design. �}+�`,�+
SeeIDWGSAI[0030050�09,GBLLETIN02�2,8, �+��� /� ��Ay4y�1*t�� � �
GABRST050109 for qable wind bracing requiremeNS. Q7/�4/2�l4
"WARNING` READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT^ FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS b�T�V'�''��
Trusses require extreme care in fabricatin9,handling shioping�ingtalling and bracing. Refer to and follow Ihe latest edition of 8C51(8uilding Building
Component Safety Informa6on,6y TPI an�]SBCA)FoF safety pfachces prior to pertorming these'functions Installers shall pmvide temporery
bracing per BCSI. Unless no�etl otherwise,top chord shall have properiv atlached siructural sheathina and botrom chortl shall have a properly (�,011l onents
attachetl riqid ceilinq Locations shown for�ermanent laterafrestremt bf webs shall have braan insialletl per BCSI sections 83,B7 or B10, p
as applicable Appiy ates ro each face of imssand position as shown above and�on the Joint�Delails,.unless noted othervvise. hefer ro
drawings 160A-Z for sPandard p�ate positions. GIOU�I
ITW BuildmQ Components Group Inc shall noi be responsible for anv tleviation from this tlrawing,any(aiWre to build�he truss in conformance
with ANSI/TPI 1,or for hantllinq shipping,installation antl bracing of.tmsses: A seal on this'drawing or cover pa�qe.listing this tlrewing;
intlicates acceptance of professonaf enq ineering res onsibility solety tortM1e tlesiq n showa The swta iliry and use ot thrs
drawing for any structure is Ihe responsibliry of the euiPding Designer per AN51/TPI T Sec2.
For more mbrmaeon see mis'oo's eneral notes a e ana ihese we�sites�. iiwOCG'.-rvww.ltwbc .c m;iPi'. wrvw.t Inst.or :SBCF'. www.sbcindust mm:iCG � csafe or
140742103 Pty: 1 SEpN:56203 / ll5 IHIPS Cus�:R2322 JReC iV8c23220001
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Loading Critefia�psr� Wintl Cri[eria Snow Criteria(ngpr�in PsF) Defl/C51 Criteria ♦MaximumReactions(Ibs�,or'=PLF
TCLL 20.00 Wind Sid: ASCE 7-05 Pg:p0.0 CL 1.1 CAT: II PP�eflection in loc Utlefl L/# Loc R /�U /Rw /Rh I RL /W
TCDL �10.00 Speed: 90 mph Pf:15.4 Ce�. 1:0 VERT(LL): 0.003 F� 999 240
Enclosure:�Closed A -222 /222 /127 /- /94 /5.9
BCLL: 000 Lu: - Cs:notused VERT(TL)'..0.004 F 999 160 g• j�3 /4� /36 /- /- /135
BCDL: 10A0 Category:ll SnowDu�retion'. 1.15 HORZ(LL)'. 0.002 F - - E -222 /222 /127 /- /- /5.9
EXP:C
Des Ld-. 40.0� HORZ(TL):,0.004 F - - Wind reactionsbasetl on MWfRS
NCBCLL'. 10.00 Mean Height:21.73 ft Cotle/Misc Criteria Creep Faclor 1.0 A Min Brg Witlth Req.= 1.5
TCDL'6:0 psf B Min Br Witlth Re
Soffit: 2.00 BCDL 20 pst Bltlg Code: IBC 2006 Max TC CSI: OA01 9 Q- -
Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Sttl'. 2002 Max BC CSI'. 0.174 E Min Brg Witlth Req= 1.5
Re Factors Usetl'.Yes Max Web CSf. 0 043 Bearings A,B,�&E are a rigitl surface.
Spacing:24:0" C&C Dista:3.00 fl P
Coc.from endwall'.Any FT/RT20(0)/0(0) Maximum Top Chortl Forces Per Pty(Ibs)
I'. 1.0 GCpi'0.18 Plate Type(s): Chords Tens.Comp. Chortls Tens. Comp.
Wind DUfalion: 1.33 WAVE VIEW Vef: 13A208.031820
Lumber A-6 181 -144 C-D 135 -241
Value Set 136(Effective 6/V2013) B-C 135 -241 D-E 142 -83
Top chortl 2x4 SP#2 Maximum Bot Chortl Forces Per Ply(Ibs)
Bat chord 2x4 SP#2
Webs 2x45P k3 CFOrtls Tens.Comp. Chords Tens. Comp.
W mber value set"13B"uses desiqn values approved B-F� 108 -10 F-'D 108 -10
1/30/2013 oy ALSC
Special Loads Maximum Web Forces Per Ply(Ibs)
webs 7ens.Comp.
----(LUmber Dur.Fac.=1.15/Plate DucFac.=L�5)
TC-Fmm 64 plf at -0�73�to 64 plf at 5.63 C-F 0 -133
TG From 64 plF at 5 63 to 64 pit al 11.99
BG From 4 plf at -073 to 4plf at 1 t99
Plating�Notes
All plates are 25X4(A1)except as noted.
Loading {,Ll�lf��111i1�1/���f��
Truss designed for unbalanced snow loads `4�����`� E � qd/ij�f`
rT
Purlins `���' ,�y 5 iFh,� fli�1��,�:
In Ileu of rigid ceiling use putlins to brace BC�24" � t'Z" � 4i"` �� '�
OC. ,'*,C� �
:m No. PE162�i320��`
Wind — �
WindloadsbasedonMWFRSwith.addi�ional.C&C � ♦ STLITE�QP � w "
membertlesign. i"� . i ��. `{Rrw
,. HO i N . �,�'..�"'
Adtlitional Notes ✓ � \ <<
Negative reaction(s)of-222#�MAX..(See Max �j i � � ,
Reactions table aboveJ Bom a non-wind loatl case R��Blt ���pA1ti{�� �
requires�upllft connection. 07/2a12014
"WARNING" ftEAD AND FOLLOW ALL NOTES ON THIS DRAWING!
"'IMPORTANT" FURNISHTHISDRAWINGTOALLCONTRACTORSWCLUDINGTHEINSTALLERS �T�/��:�'�
Trusses reqvire extreme ca{e in fa6ricatinp,handlin9 snipping,installing antl bracing. Refer to and follow the latest edition of BC51(Building Buildin
Component SaFety Informalion,by TPI antl SBCA)foF safetypracbces prior to pertorming these func[ions Installers shall pmvide temporary g
bracing per 3CSI.Unless noted otherwise,top chord shall have properN attachetl siructural sheathinq and botlom chord shall have a properly (�,011l onents
attachetl fiaId cellinq Locaflans shown for pe�manent 12teral reslramt df webs shall have bracinq Inslalletl pef BCSI sec6on5 B3,B7 or B�O, p
as applicable. Appiy lates to each(ace ot tmss and posiGOn as shown anove and on tde Joint Detals, unless�noted othervaise. Refer to (iYOU
tlrewings i60A-Z for s�antlartl plale positions. p
ITW Buildm9 Components Group Inc.shall not be responsible for an deviation fmm�this drawing,any failure to build ihe tmss in conformance
with ANSI/I�I 1 or tor handling shipping,installation antlbrecmg o�imsses A seal on this drawing or cover pag e listing this tlrawmg
indicates acceptance of proTessionaf en�ineering responsibiliTy solety Porthe�desiq n shown. The swta6ility and use of this
drawing for any.structure is the responsi6i ity of the Builtling Designet per AN51/TPI T Sea2.
Po�morelntormallonseetFis�o�'s e eralno�esva eandt�esawabsles: ITWOCG'. ww�v.IN✓bc .c m�.TPI: www.tpinstorQ;SBCA wvrxsbGntlus� . m:ICC�. ww++ csafe.or
1407-12103 Ply: 1 SEQN:Sfi228 / T28 I HIPS Cus��.R2322 JfteC 1Vec23220001
CORNELIAVENUEDUPLEX Qry�. 8 FROM'. DfwNO: 205.14'.0841.35500
f01 RK / BM 0]l24/2�14
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5'1�°� 1'6"6 5'5"2 6'4"11 6'4"11 55'2 291 29'7 5'10" '
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I° T 8'E'10 ' 18' '16'8"5 21'9"12 23'1" 29'3'95 3U'7' 3]']"6 46'2••
Loading Cfiteria (psf) Wind Criteria Snow Criteria(P9Pt�in p5F) DefI/C51 Criteria �Maximum Reactions(Ibs)
TCLL'. 20.00 Wintl Sttl: ASCE 7-05 pg 20.0 Ct: 1.1 CA7:II PP Deflection in loc L/defl L/# Loc R /U /Rw PRh /RL /W
�TCDL 10.00 Speed: 90mph Pf'. 15A Ce'. 1.0 VERT(LL): 0.045 N 999 240 g �g0 l21 /331 I- /293 I3.5
BCLL 0.00 Enclosure:Closed W: - Cs:not used VERT(TLp. 0.�82 N 999 180 R 2946 /81 /830 /- /- I3.5'
BWL�. 10.00 Category:ll SnowDUretion: l.�5 HORZ(LL)��. 0.016 N - - L 932 /26 /448 /- /- /3.5
E%P:C
Des Ld: 40.00 HORZ(TL)'.0.03o N - - Wintl reactions based on MWFRS
Mean HeighL 15.00 ft
NCBCLL'. 10.00 Code/Misc Criteria Creep Factor:1.0 B Min��Brg Witllh Req= 1.3
TCDC 6.0 psf' R Min Br Wid�h Re 2.6
SoKt 200 BCDL'.6.0 psf Bltlg Cooe: IBC2006 Max TC CSI: 0.875 9 4-
L Min Brg Width Req= 1.3
Load Duration'. 1.15 MWFRS Parallel DisC 0 to h/2 TPI Std�. 2002 Max BC CSI'. 0793 8earings B,R,&L are a rigid surface.
Spacingi 24.0" C8C Dist a'.4:62 ft Rep�Facrors Used.Yes Max Web CSI: 0.989 -
Loa From entlwall'Any FT/RT'20(0)/0(0)
I�.1 0 GCpi_�.1a Plate Type(s)'.
Mazimum Top Chord Fofces Per Ply(Ibs)
Chords Tens.Comp.. Chords Tens: Comp.
Wind Duration�. 1.33 WAVE VIEW Ver�3.02.08'.03�820
Lumber AtltlitionalNotes A-B 33 0 G-H 195 -241
Value Set:13B(EFtective 6/V2013) WARNWG'�FUrnish a mpy of ihis DWG to the 8-C 135 -1006 H-I 192 -430
To chord 2x4SP#2:T3 2x4 SP#��. installation conlracroc Special care must be taken C-D 143 -831 I-�J 201 -992
P .D-E 174 -782 J-K 179 -1084
Bot chbrtl 2x4 SP#2 during handling,shipping and installation oEtmsses.
Webs2x45Pk3'.W82xA5P#Z See"WARNING"notebelow. E-F 218 -189 K-L t62 -1259
F-G 674 0 L-M 33 0
Lumbei value set"�136"uses design values approved
1/30/2013�by ALSC Maximum Bo[Chortl Forces Per Ply�lbs)
Bracing Chords 7ens.Comp. Chords Tens. Gomp.
(a)Con(inuous lateral restraint equally spaced on B-U 773 -159 Q-P 222 -505
member. U-T 453 -15� P-O 659 0
T-�5 453 -�5'I 0-N 659 0
Loading S-R 198 -139 N-L 985 -40
Tmss passed check for 20 psf atltlitional bottom .ft-Q 222 -505
chord live load in.areas with 42"-highx 24"-witle
clearance.
Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Pry pbs)
bstotom chord7ive load applietl per IBC-O6 sedion *,�,�������,Ei,�«�t�'�r���f' C eUs �e135Co 306 G ebQs Te132 Comp�
� i..
♦ �"` � �i U-E 559 -58 G-P 1346 -113
Truss designetl for unbalanced�snow loatls. r "� p+' -�`_`�+ L7 i
� �7 ri{"��=l�+ � '�y E-5 168 -793 P-H 34 -252
Purlins � g�I��4 �a � r F-5 926 -86 P-I �68 -793
In lieu of simcWral panels use purlins to brace all�at �� r � + F-R 128 -'1460 I-N 549 -57
TC@24"OC. �m !�NO.pE1b�Q1 z+� (�i� R-G 20� -1622 N-K 135 -299
Wind ^^,-q : 5TA7£pF /�t- �
Wintl loatls�based on MWFRS wi�h atldilional C&C '� ~�' . �,�. ��" 3ttj �
member desiga ��� b � ``y+�y�"
? �
',FJ��� IIIitR145\�� .
ov?an_o�a
'"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGf ,-,- �
�IMPORTANT" FURNISHTHIS�ftAWWGTOALLCONTRACTORSINCLUDINGTHEINSTALLEftS �'��V
Trusses require extreme care in fabricatin9,handlinq,shipping;installin9_and bracin9. Refer to antl follow[he latestetlition of BCSI(8uilding gpl�C�lllg
Componen4Safety fnformaLOq byTPl anB SBCA)For safery pracUces pnor to pertorming ihese functions lnstallers shall providetemporary
bracing per BCSI.Unless noted otherwise,top chord shall have pmpedy attached stmdural sheathinq and bottom chortl shall have�a property (�`Of0 onents
atlachetl rig��.tl ceilinq. Locations shown for permanent lateral restramtbf webs shall have bracinq mstalletl per BC51 sections 83,B7 or B10, p
as applicable. Apply plates to each face o(truss and position as.shown above and on�he JoinfDe�ads, unless noted othervvise. Re(er to Grou
drawings.160A-Z for siandard plate positions. p
INV Buildin�aComponents Group Inc 5hall nof be responsi6le for anv deviation fmm this drawing,any failure to 6uild ipe lmss in conformance
with ANSIIrPI 1,or for handlmq shippinq,installa6on and bracmg of_Imsses� A.seai on this drawing or cover paq e listing Ihis drawing,
indicates acceptance of protessiona�en�ineering resp onsibility solely fot[he desiq n shown. The sw[a6ility antl use of this
tlrewing for any structure is the responsibRity of the Builtling Designer per ANSIITPI T Sec2.
Fo��,ore�oro�mano�see�n�:�oe�, e e�ai�o�e: e am�nese wee:��es: irwec�:w,�,M,.�iwe� .� m rac www.�o����o, �,�secn_.w„�..soc����s� - mi ice: www.��«saieo�
1407-12143 Ply: 1 SEQN:56199 / T73 ICOMN Cusl:R2322 Jfte(: 1VBc23220001
CORNELLAVENUE�UPLEX Qly. 8 FROM: OrwNO: 205.14.0&413]353
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Loading Criteria �psr� Wind Criteria Snow Criteria(egpf���psF� DefllCSl Criteria ♦Maximum Reac4ons(Ihs),or'=PLF
TCLL 20.00 Wind Sttl: ASCE 7-05 Pg:20.0 Ct: 1.1 CAT:II PP Oeflectiomin loc Lldefl L/# Loc R /U /Rw /Rh /RL IW
TCDL: 10.00 Speed: 90�mph Pf'15.4 Ce' 1.0 VERT(LL): 0.003F 999 240 A -222 /222 /127 /- I94 /5.9
BCLL: 0.00 Encbsure:Closetl Lu: - Cs:not used VERT(TL): 0.004 F 999 180 g• ��3 /41 /36 /- /- /135
BCDL: 70.00 Category:il SnowDu�ation: 1.15 HORZ(LL)�. 0.002 F - E -222 /222 /127 /-� /- I5.9
Des'Ld: 40:00 EXP:C HORZ(TL)'.-0.004 F - - Wind reaclions based on MWFRS
NCBCLL�. 70.00 Mean Height 2173 ft Code I Misc Criteria Creep Factor.LO A MinBr9 Width Req= 15
TCDC.6.0 pst B Min 8r Witlth Re
SoffiC 2.00 gCDL 2.0 psf Bldg Cotl=: IBC 2006 Max TC C51: 0.401 9 q- '
Loatl Duraiion�:1:15 MWFRS Parallel Dist 0 to h/2 TPI Std-: 2002 Max BC CSI: 0.114 E Min Brg Wid�h Req= 1.5�.
Spacing.24.0° C&C Dist a:3.00 ft Rep Factors Used Yes Max Web CSI�. 0.043 Bearings A,B,&E are a rigid surtace.
Loc.from endwalf.�Any FT/RT20(0)10(0)
Maximum Top�Chortl Forces Per Pty(Ibs)
I'1.0 GCpi'0.�8 PIa�e7ype(s)�. ChordsTens.Comp. Chords Tens. Comp.
WindDuration: 1.33 WAVE VIEWVer.'13A208031820
Wmber A-B 18t -i44 C-0 135 -241
Value SeC 138(Effective 6IV2013)
B-C 135 -241 D-E 142 -83
Top chortl 2xA SP#2 Maximum Bot Chortl Forces Per Ply(16s)
Hot chord 2x4 SP#2
Webs 2x4 SP#3 Cherds Tens.COmp. Chords Tens. Comp.
Wmber value set"t38"uses design values approved B-F 108 -W F-D 108 -10
1/3W20�3 byALSC
Maximum Web Forces Per Ply(Ibs)
Special Loads Webs Tens.Comp.
----(LUmber Dur.Fac.=1.i5/Plate Dur.Faa=1.15)
TG From 64 plf at -0.73 to 64 plf at 5.63 C-F 0 -133
TF From 64 plf at 5.63 to 64 pl�at 11.99
BC-Fwm 4 plf a� -0.73 to 4 p{f at 11 99
Plating Notes
All plates are 2.SX4(A1)except as noted�.
Toadia9sicnetl tor unbalanced snow loads. `**`R``��`(y��E��ttp�',ir��'
Purlins �Q� �GySr��,fi. �i�}'A,�
OCeu of iigid ceiling use purlins to�race BC @ 24" �'� � 4 ',f�y
wind ,�`.m N4. PE10201329 � ;r
Wintl loatls basetl on MWFRS.with atltlitio�al G&C y, + SPiITE dF .y ;
member tlesi n i "
9 �.. i�,r ! .�yP &,�+t
Adtlitional Notes � � 1�° �
Ne9ative reaction(s)of-222#MAX.(See Max 1� ; . � �� �
Reactions table above)from a non-wintl load case ��jq/� ���y���1y��
requires hplift connection.
07(24/2014
'"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI �
^IMPORTANT" FURNISHTHISDRAWINGTOALLCONTR4CTORSWCW�INGTHEINSTALLERS mTIVL
Tmsses require extreme care in fabricatin�,handlinp shipping installirg.and bracing. Refer to and follow the latest etlition of BCSI(Building Bpl�f�lflg
ComponentSafery Information bY TPI an SBCA)foF safety pracbces.pnor to performing ihesefunctions Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chortl shall have pmpedy attachetl stmctural sheathing antl bottom chord shall have a pmperry (,`Ofll onents
attached nqid ceilinq. Loca�ions shown for pePmanent lateral resiraint of webs shall have braanq installeU per BCSI sections 63 37 or 8�0, p
as applicabla. App7y plates to each face ot truss antl position as shown a6ove and on the.Joinf Oetails, unless notetl othervuse. �aefer to
tlrewings�60A-Z for stantlartl plate positions. Ci►OUp
ITW Builtlinq Components Gmup Inc shall not beresponsible for anv ceviation from�his drawing,any faiWre to build the tmss in conformance
wdh ANSI/TPI 1,or for hantlling shippinq installalion and brecing of;tusses A seal on this drawing or mverpaq e IisNng this drawing,
indicates acceptance of protessionar'enq ineering responsibJitysolelyFOrthetlesiq nshown. The swta6ility and use of this
drawing forany structure is�the�responsibiTity of Ihe Building Designer per ANSIITPI i Sec2. �
Fo:more information see mis�o�'s eneral no�es a e and mese web sites�. ITW6CG' www.itwhc .c n�,iPl: rw,�w.� In ;SBCA� www.sbcinGUSt . m;�CQ www ccsafe.or
140b12103 Ply: 1 SEQN:83309 I T23 I GABL Cusc R2322 JReP 1VBc2322000t
CORNELLAVENUEDUPLEX O�y: 1 FROM�. DrvuN¢ 205.140841.38993
GOf Page 1 of 2 RK I eM 0]Ra1201a
,_3'P' , 5'8"9 T,a"fi 9'9" , ITS" , 159•• � 1179" , 20'¢" �22p'J1"4
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_ i r a'1" 29'S"11 349
� 1.9• I 4I 1.4.. 1 9'71'0'90 1'6"3 1:4.. �.�•5 �•a•� �.4,� 7312 6•4•11 '{' S•5"z '{' 2•8��12 2.����'1
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�3X�5/(� I _ _63��'.!��T 88 � Z
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AM AL AK AJ AI AV1 AG 4F-3xd AE AD AC AB
=3X4 =3X4 =a%6 _dX6
� 12'11" � 8'9" 24'2"8 �
10"8 1'9'( , 1'4" , 1'5;125'11 7'S"fi �d;5 6'4'91 , 6'a"11 �8;5 ]'S"6 , 8'6'10 10"8
���_ __ __ _ �..._
1.9� �,4„4.5" �.a..TPt�g�"10 16• '16'8"5 23.1•• ' 29'S"N '30'2" 377'6 ' 46•Y• ' '
Yr-.-'8'0"14
Loatling Criteria �pst� �Y�ntl Crit`�na Snow Cri[eria�Pg,atin asF) De(IICSI Criteria ♦Maximum Reactions(Ibs�,or'=PLF
TCLL 20.00 Wind Sid: ASCE 7-05 pg:pp,0 CC 1.1 CAT:II PP Deflection in loc Utlefl L/# Loc R /U l Rw I Rh /RL /W
TCDL: 10.00 Speetl: 90mph Pf: 754 Ce: 1.0 VERT(Ly: OA56 W 999 240 B 110 /31 /89 /- /293 /3.5
BCLL�. 0.00 Enclosure:Cbsed Lu: - Cs:not used VERT(T�): 0.175 W 999 180 g� 66 /5 /34 /- /- /155
BCDL 10.00 Category'il Snow Duration: 1.15 HORZ(LL)' 0.017 A8 - - BS'223 /'S /72 /- /- /105
Des Ltl: 40.00 EXP:C HORZ(TL): 0.034 A8 - - Z 1187 /39 /528 /- /- /3.5
Mean HeighC�5.00 ft
NCBCLL'. t0.00 Code/Misc Criteria Creep Factor:�D Wind reactions based on MWFRS
TCDL:6D psf B Min Br Width Re 1.3
SoffC 2.00 BCDL'.6.0 psf Bldg Cotle' IBC 2006 Max TC C51: 0725 9 9-
TPI Std 2002 Max BC CSI: 0.823 B Min 8rg Witlth Req=
Loatl Duralion:1.15 MWFRS Parallel Disl:0 to h/2 g5 Min 8rg Witlih Req= -
Spacing:24.0" C&C Dist a:4.62 ft Rep Facbrs Usetl:Yes Max Web CSI: 0744 Z Min Brg Widih Req= 1.3
Loc.from endwall',Any FTIRT-20(0)/0(0) Bearings 8,B,BS,&Z are a rigitl surface.
I: 1.0 GCpi�.0.18 Plate Type(s):
Wind Duration�. i.33 WAVE VIEW Ver.t3.02.08.031820 Maximum 7op Chord Forces Per Ply(Ibs)
Wmber AtltlitionalNOtes Chords Tens.Comp. Chords Tens. COmp.
Value SeC 13B(Effective 6/1/2013) See DWGS A70015050109,GBLIETIN0212,& q_g 33 0 N-O 450 0
Top chord 2x4 SP#2:T3 2x4 SP#1� GABRSi050109 for gable wintl bracing requirements. B_� �67 -147 O-P 315 �
Botchortl2x4SP#2 WARNING:FumishacopyofthisDWGtothe C-D ifi2 -130 P-Q 210 -342
Webs 2x4 SP#3:W9,W13 2x4 SP d2'. installation coniracror.Special care must be taken D-E �54 -115 Q-R 210 -342
Lumber value set"138"uses design values approvetl tlurin9 hantlling,shipping and installation of tmsses. E-F 147 -98 R-S 209 -338
1/30/20�3 by ALSC See"WARNING"note below. F-G 796 -75 S-T 2O9 -336
' G-H 159 �59 T-U 21a -342
Bracing H-I 211 -Sfi U-V 228 -414
(a)Continuous lateral restraint equaly spaced on I-J 213 -42 V-W 27� -873
member. J-K 241 -27 W-X 276 -1394
Plaling Notes K-L 372 0 X-Y 25a -1510
L-fA 401 0 Y-Z 237 �-1686
All plates are 7.SX4 except as notetl. M-N 368 0 Z-AA 33 0
Loatling
Gable end supports e"max rake overhang. Marimum Bot Chord Forces Per Pty(Ibs)
bottom chortl Irve I ad applied per IBC-O6 sectionnt ``������111E'�t„','.�j�� BhArrds Te'�ZCOm65 AG qF Te'� Com Z
7fi07. ���` � ST ,"�,(�'��i AM-AL 140 -i6a AF-AE 401 -482
Truss designed For unbalanCed Snow loatls. � Q �G� �k� /' � AL-AK 138 -164 AEA� 639 0
.'p Q Q' � 'p �+, AK-AJ �37 -i6A AD-AC 1022 -8
Purlins 4� ' � AJ-AI 137 �-163 AC-AB 1022 -8
In iieu ot sirucwrai paneis use punins to brace an fiat �� NO.PE10201324 (J)� q6AH i3s -t2s ae-Z i3ao -�oa
TC @ 24"OG � � STATE OF � + AH-AG �58 -162
4 'a
Wind � �ryb � Np' yf��, `�� Maximum Web Forces Per Ply(Ibs�
Wind loads based on MWFRS with additional C8C i �C'�� �Nebs Tens.Comp. Webs Tens. Comp.
member design.
�/��/ t F�AN 85 -102 BG-BI 143 -33
� illlll��,,`` AO-AP 83 -94 P-BH 92 -104n
��/�4����a AI-AP SB -195 P-BJ 1164 -777
AP-AH 89 -127 AP-81 152 -1302
"WARNING° READANDPOLLOWALLNOTESONTHISDRAWING! p ��.,��i
"IMPORTANT" FURNISH THIS ORAWING TOALL CONTftACTOR5INCLUDING THE INSTALLERS RT✓U�
Tmsses require exireme care in fabricatina,handlin� shiPping,installing and bracing. Refer to antl follow ihe latest etlition of BCSI(Building guildin
Component Safety Informacion,bv TPI and SBCA)toF safery practices orior to peAOrming these functions Installers shall provitle tempora g
bracing per 8C51 Unless notetl otherwise,top chortl shall have propetly altachetl sirucWrel sheat�inp and botrom chortl shali have a proparly (,`ORl onents
altached ri9id ceilin❑. Loc2lion5 shown for permanent lateral res�raint of webs shall have bracina inslalletl per BCSI sections B3,87 or 810, p
as applicable Appiy plates to each face of�mss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to Grou
tlrawings 160AZ for stantlartl plate posrtions. p
ITW Builtlina Componen�s GroupJnc.shall not be responsible for an deviation from ihis drawing,any FaiWre to builtl ihe tmss in conformance
with ANSII7YI 1,or for handlinq shippinc�,installation and bracing oYtmsses A seal on this tlrawing or coverpaqe,listing this tlrawing,
indicates acceptance of pro�essionaf enq ineering resp onsibility 5olely fOrthe de5iq n shown. The Swta6ility and use of this
tlrawin9 forany struchre is the responsihlity of the Building Designer per ANSIRPI T Sec2.
Por more Inlormaiion see tnis-oo's e eral no�es a ana inese weo siles'. ITWBCG: wwx.ilwb[ tom:TPL vwal inst or -.SBCA:wwvisbanaust .wm',ICC: wvrx.i<¢ale.or
1407-121C3 Ply: t SEON:833091 T23 IGABL CusLR2322 JRei: 1V8c23220001
CORNELIAVENUEDUPLGX pty. 1 FROM: DrvuNO: 205.140841;18933
G0� Page 2 of 2 RK I BM 0'lI24I2014
AO-AR 55 -196 BH-BK 49 -233
AR-AS 35 -176 BK-BM 41 -173
AH�AS 76 -721 BL-BM 1120 -168
AT-AU 110 -92 �M-AE 949 -135
AT-AV 85 -239 BN-BO 39 -164
AV-AY T -23T 8p-BP 21 -83
AN/-A% 129 -54 BP-BQ 19 -69
AX�K 141 -54 B�-BR 24 -99
AY-BA 83 -237 U-8ft 128 -628
K-AZ 82 -206 AE-V 69 -822
BA�BD 78 -231 8R-AE 179 -562
BB�BC 94 -243 V-AD 750 -87
BC-BE 70 -224 AD-W i66 -722
BPAF 143 -410 W-AB 47fi -55
BE�BF 40 -186 AB-Y 134 -299
BF-BG 41 -204
'Maximum Ga61e Forces Per Ply(I6s)
Gables Tens.Comp. Gables Tens. Comp.
C-AM 40 -77 AZ-L 24 -78
D-AL 40 -86 BA-BB 10 -34
E-AK 32 -75 M-BE 59 -798
F-AJ 61 -55 N-BF 37 -2
AN-G 37 -104 O-BG 49 -294
AO-AI 38 -110 BJ-Q 25 -167
I-Aft 39 -132 BK-BL 15 -174
AU�AV 15 -49 R-60 35 -157
J-AW 29 -98 S-BP 5 -28
AX-AY 38 -12 T-BQ 64 -11
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07/24/20 I 4
"WARNING' READ AND FOLLOW ALL NOTES ON THIS DR4WING! r ���n
"IMPORTANT" FURNISHTHISDRAWINGTOALLCONTRACTORSINCWDINGTHEWSTALLERS :�T✓J
Tmsses require extreme care in tabrica�in�,hantllinq shi�ping,installirg_and 6racing. Refer to and follow the latest edition of BC51(Builtling guilding
Component Safery Information,by TPI an' SBCA)fo'r sa ety pracbces prwr to pedormin9 these functions. Installers shall pmvide temporary
bracing 0er BCSI. Unless notetl otherwise,rop chord shall have propedy attachetl simcWral sheathinQ antl bottom chortl shall have a prooetly (�,OfTI onents
attachetl riqitl ceilinq. Locations shown for oermanent lateral restraint of we6s shall have bracina insTalled per 9CSI sections 83,B7 or B10 p
as applicab"le Appiy Plates to each face of truss and position as shown above and onlhe JoinrDetails, unless noted otherwise. Refer to' (�/OU
tlrawings i60A-Z for standartl plate posilions P
ITN Builtlinc Components Group Inc shall not 6e responsible for any ceviation fmm this tlrawing,any faiWre lo build ihe Imss in contormance
wi�h ANSIlTPI 1,or for handlinq shippino,inslallation and bracing ot Imsses. A seal on this drawing or cover pag e listing this drawing,
indiwtes acceptance of proiessionar enq ineering re5ponsibiliry solety forthe desi4 n shown. The smta6ility and use of [his
drawing for any shucture is the responsibIIity of the Bwltling Designer per ANSI/TPI T Sec2.
Fo�more���m�mai�o�see�n�s-oe�s � e�ai�mes a :,�,o inese weo s���s�. irwacc: ww,�,.���wec com�,rac w,w,.� ���:i o� �,sacn� www.:e���a�:� . m�,icc. www �:aie.o�
140]-12f03 Ply: 1 SEpN-.Sfi319 / Tt4 IGABL Cust'R2322 JReL1VBC23220001
CORNELLAVENUEDUPIEX O�y: 1 FROM: �rwNa' 205:ta.0841.40460
G02 RK I BM 07/2a2014
T4��5 ,12'8�10
� �.�..y �' , � T � .�-`__ '.'.9 '-�
8"tp 3'8'S 5'0"5 6'4"5 ]'8"5 9'0"5 , 10'4 5, �p��^�qi 8"12
i 8„12 1.4. �,q�� �.4.. 14 1.q.. �.q. i 'l
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881P2 P4. T4�� t.d. 1�4�� 1�A�� � 14' � 19"9 i6'12�
f'9��t2 . .. F 3�8��5 � S.a..S'� T0••5'�" 9•�••5 ' 10'4"5' 11'11'y4' . .�'
1]9 , , 3'92
� z•4••5 '� 'tt'B"t0
Loading Criteria (osp Wind Criteria Snow Criteria(agplin PsF) Defl/C51 Criteria ♦Maximum Reactions(Ibs),or'=PLF
TCLL 20.00 Wind S�d: ASCE 7-OS Pg;20D Ct: 1.1 CAT:II PP DeFlection in loc L/defl L/# Loc R IU I Rw /Rh /RL /W
TCDL'. 70.00 Speed: 90mph p( �SA Ce� 1.0 VERT(LL): 0.000 F 999 240 q �5 ISt I55 /- /94 I5.9
BCLL 0.00 Enclosure:Closetl Lu: - Cs:not used VERT(TL): 0.000 G 999 180 B' 77 I 18 I25 /- /- I 135
BCDL t0D0 Category:ll SnowDUration:1.15 HORZ(LLj: 0001 H - - K 15 l3 /4 /- /- /5.9
EXP:C
Des Ltl: a0.00 Mean Heighc 2t73 ft HORZ(TL): 0.001 H - - Wintl reactions based on MWFRS
NCBCLL: t0.00 Cotle/Misc Criteria Creep Factor:t.0 A Min Bry Width Req= 1.5
TCDL�.6.0 psf 8 Min er Witlth Re �
SoffiG 2.00 gCDL�2.0 psf gltlg Cotle'. IBC 2006 Max TC CSI: 0.032 K Min Brg Witlth Req= 1.5
Load Duration: 1.15 MWFRS Parallel Dist 0 to h/2 TPI Sid: 2002 Max 6C CSI' 0.018
Spacing:24.0" C8C Dist a:300 ft Rep Factors Used.Yes Max Web CSI: 0.025 Bearings A,e,&K are a rigitl sudace.
Loc.Irom endwall:Any FT/RT:2[•(0)/0(0)
Mazimum Top Chortl Forces Per Ply(Ibs)
I: t.0 GCpi:0.18 Plate Type(s): C�ortls Tens.Comp. Chords Tens. Comp.
Wintl Duration'1.33 WAVE VIEW Vec 13.02.08.031820
Lumber A-B 11� -109 F-G 98 -39
6-C 59 -75 G-H 54 -35
Value SeC 138(Effective 6/1/2013) C--0 52 �57 H-I 17 -40
Top chord 2x4 SP k2 D-E 54 -46 I-J 24 -42
Botchortl2x4SPk2 E-F 98 -39 J-K 71 -8
Webs 2x4 SP i!3
Lumber value Se�"13B"uses tle5ign values approved MaXimum Bot Chortl ForteS Pet Ply Qbs�
1/30/2013 by ALSC Chcrtls Tens.COmp. Chords Tens. Comp.
SpecialLOads B-R 61 -32 O-N 69 -32
---(WmberDur.Fac.=1.�5/PlateDur.Fac.=1.15) R-Q 65 -32 N-M 67 -3t
TGFrom 6aplfat -0.73to 64plfat 563 Q-P 67 -32 M-L 65 -29
TG From 64 plf at 5.63 to 64 plf at 11.99 P-0 69 -32 L-J Gi -2fi
BG From 4 plf at -0.73 ro 4 plf al 11.99
PlatingNOtes Maximum Web Forces Per Pty(Ibs)
All plates are t.5X4 except as noted. Webs Tens.Comp.
F-0 6 -72
Loatling
7 ubs des gned forsuebalancetl soow loatls. ``�����``,11 E"I!t'•r/O�i� Gablesur7ens C'omprces Gables(Ibe,ns. Comp.
i
Purlins `��Q �G\STfi�� .�.1 �' C-R 59 -84 N-G 62 -95
In lieu of rigitl ceiling use puAins to brace BC @ 24" .r,��.� e � �� D-� 56 -81 M-H 56 -81
OG �m No. PE102�Jt324 (p .�'y. E-P 62 -95 L-I 59 -64
wind � � STATE OF '�"
WintlloadsbasetlonMWFRSwithadditionalCBC � � �,Q�-. ''�
memberdesign. � , Np � NP '�7`.�
r .��;
Additional Noles
GA8RST0501o9fo�gablewin�tlbacn�g�equlrments. ����� f ����fS�����1 �
o�izai�o i a
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! �i�
"IMPORTANT° FURNISH THIS DR4WING TO ALL CONTRACTORS INCLUDING THE INSTALLERS �TJ'✓
Tmsses require extreme care in fabricatin9,hantlling shi�ping,installing.and bracing. Refer to and follow the latest etlition of BC51(BUilding BUI�C�1Il
Component Safery Information,bV TPI and SBCA)to}safety practices pnor to pedorming Ihese Wnctions Installers shall provide temporary g
bracing oer BC51. Unless noted otherwise,top chord shall have propeNy attachetl structural sheathin9 and bottom chortl shall have a prooetly COIII onents
atlacheg riqid ceilinq. Locations shown for permanent IatP�ral resUamt of webs shall have bracinq ins7alled per BC51 sections 83,W or 6�0, P
as apphcable AppTy plates to each face of imss and postion as shovm above antl on the Joint Details, unless noted otherwise. ftefer ro Grou
drawings i60A-Z for standartl plale positions. p
IN/Buildinp Componenis Group Inc.shall not be responsible for anV tleviation fmm ihis tlrawing any faiNre to buiitl Ihe tmss in canformance
wi�h ANSI/T?I 1,or for handlinq,shippinq installa�ion and bracing of Imsses. A seal on this tlrawing or coverpay e listing Ihis drawing,
intlicates acceptance of prolesswnaf'eny ineerinq responsibility solety for[he desi n shown. The sw[a6iliry and use of th�s
tlrawing for any strucWre is[he responsi6l�ry oF the Building Desiqner per ANSI/TPI i�Sec.2.
Por more Inmima�ion see mis bn's i enerai no�es a e ana inese web sites�. IrwBCG: u�ww.iNUOC c m�,TPC www.i Inst.or �,sacn� www.sncinaus� . m;iCC www.lccsa:e.or
140742t03 Ply: 1 SEQN:83304 / T12 /GABL Cusf.R2322 JRef: 1VBC23220001
CORNGLLAVENUEDUPLEX (]ly. 1 FROM: DrwNO�. 205.i40B41A2120
H01 Page 1 0l2 RK I BM 07I2420t6
I�4�'4_'S � 1'474'0"10a^ 1163!?15_i]9~•-17•5'�91'_4�.14�..12911�-'�' 5'S"2 _" 10�
, 1'9; SH9 7, e'S" ' S'8"5, 1�•J" 2Y9" 23'2 fi45111 34'10'13 � 29812 29a7' S
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' _ /2 fi 1 ]5"6 '11
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,1 U Z � _' '""'
1'9" . a.5'• ]•p•t g' •90 i6' '16'8"5 27P 29'5"n '30•2.• 919,.6 ' 46•2••
14 , 1'4
Loatling Ctitefia (OSp U�/�ntl Cr�°Efia �e'�'94 Snow Cfi[efia(Pg,Pf in PSF) Defl/CSI Critefia ♦Maximum Reactions Qbs�,Or'=PLF
TCLL'. 20.00 Wind Sitl: ASCE 7-05 Pg�p0.0 Ct:1.1 CAT:��I PP DeFlection in loc UdeFl L/# �oc R I U /Rw /'Rh /RL /W
TCDL �0.00 Speed: 90mph Pf�. 15.4 Ce: 1.0 VERT(LL): 0.056 W 999 240
Enclosure:Closetl B ll 0 /31 !89 /- /293 /3.5
BQL 0.00 Lu: - Cs:notused VERT(TL): 0.115 W 999 180 g• 68 /6 /35 /- /- /i5t
BCDL: 10,00 Ca�e9ory:II Snow Duratiort 1.15 HORZ(Llj: 0.017 AB - - BS'223 /5 /72 /- I- /105
EXP C
Oes Ltl: a0.00 HORZ(TL): 0.034�AB - - Z t i87 I 39 /528 /- I- /3.5
Mean HeighC 15.00 fl Wind reactions basetl on MWFRS
NCBCLL', 10.00 Cotle I Misc Criteria Creep Faclor: 1.0
TCDL 6.0 psf g Min Br Width Re 1.3
Soffit 2.00 BCDL'6.0 psF Bltlg Cotle: IBC 2006 Max TC CSI: 0725 9 Q-
Load�uration'. 1.15 MWFRS Parallel DiSC 0 ro h/2 TPI Std. 2002 Max BC CSC OB23 B Min Br9 Witlth Req= -
Spacing:24.0" C8C Dist a:4.62 ft Rep Fact�rs Used:Yes Max Web CSI: 074a BS Min Brg Width Req= -
Loc.fmm endwall:An FT/RT2C(0)/0(0) Z Min Brg Witlth Req= 1.3
Y Bearings B,B,BS,&Z are a rigitl surtace.
I'. 1.0 GCpi:0.i6 PIa�eType(s):
Wind Duration'. 1.33 WAVE VIEW Ver: 13A2A8.031820
Maximum Top Chord Forces Per Ply(Ibs)
Lumber AtltlitionalNOles Chords Tens.Comp. Chortls Tens. Comp.
Value Sef.t38(Effective 6/1/2013) See DWGS A10015050109,GBLLE71N0212,8 q.g 33 0 N-O 450 0
Top chortl 2xa SP#2:T3 2x4 SP#1: GABRST050109 for gable wind bracing requiremenis. g_C 167 -147 O-P 315 o
Bot chord 2x4 SP#2 WARNING Fumish a copy of this DWG to the C-D 162 -130 P-Q 2�0 -342
Webs 2x4 SP#3:W9,W 13 2x4 SP#2: installation contractor.Special care must be taken D-E 15a -115 Q-R 270 -342
Lumber valueset"�38"uses design values approved during handling,shipping and installation of tmsses. E-F 147 -98 R-S 209 -338
71302013 o ALSC See"WARNING"note below.
Y F-G 196 -75 S-T 209 -336
Bracing G-i 159 -59 T-U 210 -342
H-I 211 -56 U-V 228 -414
(a)Continuous lateral.restraint equally spacetl on I-J 213 -42 V-W 271 -873
member. J-K 241 -27 W-X 276 -�394
PlatingNOtes K-L 372 0 X-Y 254 -7510
L-M 401 0 V-Z 237 -1686
All plates dre 1.5X4 eXcept as notetl. M-N 368 0 Z-AA 33 0
Loatling
Gable enA supports 8"max rake overhang. Maximum Bot Chord Forces Per Ply(Ibs)
Botrom chcrd checked for 70.0a psf non-concurrent ��L����������� Chortls Tens.Camp. Chords Tens. Comp.
bottom chortl live loatl applietl per IBC-O6 section `������ E , I',�I��' B-� �42 -165 AG-AF 158 -162
i607. `�� Qf � AM-4l 140 -164 AFAE 401 -482
T�uss designetl for unbalancetl snow loatls. ��Q� V�ST��, ����„ AL-NK 138 -164 AE-A� 639 0
.?Q. QQ. 6'Q ,�y i, AK-AJ 137 -164 AD-AC 1022 -e
Purlins „� AJ-FI 137 -tfi3 AC-AB 1022 -8
In lieu ot s�mcwral panels use pudins to 6race all flat `�1 No. P Et 0201324 �~ AI-AH 139 -129 Ae-Z 1340 -104
TC @ 2a"oC. - - AH-AG isa -162
± r STATE OF � ''•
Wintl "
i �h �4. j�L- S Maximum Web Forces Per Ply(Ibs)
Wind loatlsbasetl on MWFRSwith additional C8C � b 1 . �VyS� WeES Tens.COmp. Webs Tens. Comp.
memberdesign. r � � F-AN 85 -102 BG-BI 143 -33
'''/� � 111�111\t�,` AI��APP 58 -195 P-BJ 1164 �1�
�]/�=�/����{ AP-NH 89 -127 AF-61 152 -1302
"WARNING` READ AND FOLLOW ALL NOTES ON THIS DRAWING! i 'i"
"'IMPORTANT" FURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS n'�T��"!�'
Tmsses require extreme care in fabricatin9,hantllin9 shioping installing antl brecin9. Refer to antl follow�he latest edition oF BCSI(8uiltling BUI�(�III
Component Safery Information,bY TPI and SBCA)foF safety pracUces onor to pertorming these functions Ins�allers shall pmvitle lemporary g
bracing Der BCSI.Unless noted otherwise,top chortl shall have pmperty atlachetl stmctural s�eathm9 and bottom chortl shall have a prooedy (�,Ofll onents
atlachetl rioitl ceilin9. Locations shown for permanent lateral restramt ofwebs shall have bracina inslalletl per BCSI sections 83,B7 or BtO, p
as applicable. Appiy plates to each face of tmss and position as shown above antl on the JoinCDetails, unless noted otherwise. Refer to Grou
tlrawings 1fi7A-Z for stantlartl piate positions. {)
ITN Builtlinq Components Group Inc shall not be responsible(or any tleviation trom this tlrawing.any failure ro builtl ihe iruss in conformance
with ANSUTPI 1,or(or handlin shippinq,installalion and bracing of tmsses A seal on this tlrawing or cover paqe listing this drawing,
intliwies acceptance of pro�Yessionaf eng ineering responsibility solely(or[he tlesiq n shown. The smta6iliry and use of this
drawing forany structure is lhe responsiblity oF the Building Designer per ANSIlTPI T Sec.2.
Por more inforna�ian see tnis'oe's e erai noces a e ana tneseweo sites�. iTwBC6: �.+ww.invbc c m;TPI�: www.i innor :SBCn'.v+rrxsocinausi . m;ICC' www sate.or
140�-121�3 Ply: 1 SEQN:83304 / T12 IGABL CusLR2322 JRef: iV8c23220001
CORNEIL AVENUE DUPLEX �y'. 1 FROM'. DrwNO' 205.14.0841 42120
H0� Page 2 oi 2 RK / 6M 07/24R014
AQ�AR 55 -196 BH-8K 49 -233
AR-AS 35 -176 BK-BM 41 -173
AH-AS 76 -221 BL-BM 1120 -168
AT-AU 110 -92 BM-AE 949 -135
AT�AV 85 -239 BN-80 39 -164
AV-AV 77 -231 BO-BP 21 -83
AlN-AX 129 -54 BP-BQ 19 -69
A%-K 141 -54 BQ-BR 24 -99
AY-BA 83 -237 U-8R 128 -628
K�AZ 82 -206 AE-V 69 -822
BF-BD 78 -231 BR-AE 119 -562
BB-BC 94 -243 V-AD 750 -87
BC-BE 70 -224 AD-W i66 -722
BPAF 143 -410 W-AB 476 -55
BE-BF 4� -186 AB-Y 134 -299
BF-BG 41 -ZOA
Macimum'Gable Forces Per Ply(Ibs)
Gzbles Tens.Comp. Gables Tens. Comp.
C-AM 40 -77 AZ-L 24 -78
D-AL 40 -86 BA-B8 10 -34
E-AK 32 -75 M-BE 59 -198
F.4J 61 -55 N$F 37 -2
AN-G 37 -104 O-BG 49 -294
AO-AI 3B -110 BJ-p 25 -167
I-FR 39 -132 BK-BL 15 -114
AU-AV 15 -49 R-80 35 -t57
J-AW 29 -98 S-BP 5 -28
AX-AV 38 -12 T-BQ &7 -11
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o�n_an_oia
"IMPORTANT'�AFURNISH THIS DRAWI�G O ALL CO�TRA�ORS N�RUDINNG THE INSTALLERS h�T,/Vi��
7msses require extreme care in fabricating,hantllin� shipping,installing antl bracing. Refer to and follow the latest edition of BC51(8uilding Buildin
Component Safery Information,bv TPI an�7 SBCA)foF safety prachces prior to pertorming these functions Installers shall provide temporary g
bracing oer BCSI.Unless noletl otherv+ise,top chord shall have propedy attached s�mcwrai shealhinQ antl bottom chortl shall have a pmoetly (�,Ofil onents
attachetl n ���,d ceilinq Locations shown for Permanent lateral restramt of webs shall have bracin9 msTalled per BC51 sections B3,97 or B10 p
as applicab�e AppTy plates to each face of tmss and position as shown above antl on the Joinf Delails, unless note0 othefwise. Refer to' CjiYOU
drawmgs t60A-Z for standard plaie positlons. {�
ITW Buildina Componenls Group Inc shall not be responsible for any tleviation from this drawing,any failure lo builtl lhe�mss in conformance
with ANSIlTPI t,or for hantllinq shippinp installation antl brecing of imsses. A seal on this drawing or cover paq e lis[ing ihis drewing,
indicates acceptance ot prolessionaf'enq ineering resp onsibiliry solely forihe tlesi n shown. 7he smta6ility antl use of thrs
drawing for any shucture is the respon5iblity of the 8uiltling Designer per ANSIITPI 1 Sec.2.
For more-mformauon see iM1is bo's e eral nmes a ana mese web sites', RW9C@ www.�uwbc com�,TVI� www.� insi or .SBGn'. wwwsbclnduv . m;ICC: wmw¢sale.or
1407-12103 Py�. 1 SEQN:563361 i29 /GABL CusCR2322 JReh1VBC23220001
CORNELLAVENUEDUPLEX pry: I FROM: OiwNO�. 205.14.U841.43�60
H02 RK I 8M OL24I2014
F 2'� ,12'9"i10
, 8"12 1.�..9 i 3'8'S , 5•0"5 6.4"5 , ]'8"5 , 9'0"5 , 10'4"5, 119P'14 8•92
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��i� V4. �•4.. Py T4�� � 1.4. 1.n.. 1•1.9 8'YZ
' 8'Y3 ' 3'8"5 50 5 6'a 5 ].8..5 ' 9.0"5 ' 10'C"5' �1' +� -
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- 2'4"5 � '12'B'YO
Loading Criteria�psr� Wintl Criteria Snow Criteria(Pgprin aSF) DeFl/C51 Criteria ♦Maximum Reactions Qbs),or"=PLF
TCLL 20.00 Wintl Std: ASCE 7-OS pg:y0.0 CC i.i CAT:II PP Deflection in loc L/deFl LIH �oc R /U I Rw /Rh J RL /W
TCDL[ 10.00 Speed: 90mph PE154 Ce: 1.0 VERT(LL): O.00OF 999 240 q �5 /51 /55 /- /94 /5.9
BCLL 0.00 Enclosure:Closetl W: - Cs:no�used VERT(TL)�, 0.000 G 999 180 g� 7� /�e f 25 /- /- /135
BCDL'. 10.00 Category:ll SnowDUratio¢115 HORZ(LL): 0.001 H - K t5 /3 l4 /- /- /5.9
Des l.d: 40.00 EXP'.C HORZ(TL): 0.001 H - - Wiotl reactions basetl on MWFRS
NCBCLL: 70.00 Mean HeighC 21.73 ft Cotle I Misc Cnteria Creep Facror: t.0 P. Min Brg Witlth Req= 7.5
TCDL:6.0 psf B Min Br Witlth Re
SoRiI'. 2.00 BCDL 20 psf Bltlg Cotle: IBC 2006 MaxTC CSI: 0.032 9 4- -
Load Duralion: t.t5 MWFRS Parellel Dist:o lo N2 TPI Std'. 2002 Max BC CSI: 0.018 K Min Brq Witlth Req= 1.5
Spacing:24.0" C&C Dist a:3.00 ft Rep Faclors Used.Yes Max Web CSP. OD25
Bearings A,B,&�K are a ri9itl suAace.
LOC.from entlwall:Any FT/RT20(0)/0(0) Mazimum Top Chortl Forces Per Ply(Ibs)
C 1.0 GCpi:0.18 PlateType(s): Chords Tens.Comp. Chortls Tens. Comp.
Wintl Du�alion: 1.33 WAVE VIEW Ver'. 13A2.08031820
Wmber A-B 111 -109 F-G 98 -39
ValueSecl3B(Effective6/1/2073) B-C 59 -75 G-H 54 -35
C-D 52 -57 H-I 17 -40
Topchord2x45P#2 D-E 54 -46 I-J 24 -42
Batchord2x4SP#2 E-F 98 -39 J-K 11 -e
Webs 2x4 SP fl3
Wmber value set"13B"uses desi9n values appmved Maximum Bot Chord Forces Per Pty(Ibs)
1130/2013byALSC Chords Tens.COmp. Chords Tens. Comp.
SpecialLoads B-R 61 -32 O-N 69 -32
----(WmberDur.Fac=1.15/PlateDucFac.=1.15) R-Q 65 -32 N-M 67 -31
7G From fi4 pif at -0.73 ro 64 plf at 5.63 Q-P 67 -32 M-L 65 -29
TPFrom 64plfat 5.63to 64plfat 11.99 P-O 69 -32 L-J fi1 -2fi
BG From 4 plf at -0.73 to 4 plf at 11.99
Plating Notes Mazimum Web Forces Per Ply(16s)
All O�ates are 1.SX4 except as notetl. Weos Tens.COmp.
F-0 6 -72
Loading \1�1111111/1/ff!/
Gable end supports e"max rake overhang. ``�P`�,t E �}���i��� Maximum Gahle Forces Per Ply(16s)
Truss tlesi�netl for unbalanced snow loatls. ��� 4 •r/ �i� Ga61es Tens.Comp. Gables Tens. Comp.
i
Purlins w`�'a� �,U��T�kF "p '� c-R ss -ea N-c ez -ss
In lieu of rigitl ceiling use pudins to brace BC @ 24" �� e � �� D-O 56 -81 M-H 56 -87
�� =m No. PE10201324 N� E-P sz -ss �-i ss -en
wind w + STATF OF t 7`".
Wintl loatls basetl on MWFRS with adtlitional C8C � � ,¢ �
member design. � Np� �1P `�i`•
i ���
Atltlitional Notes
GABRS 050109 o�gablewi dgbacnlg�equirements. ',/,� � ������"�,``
o�n_an_oia
"WARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ¢ irU
"IMPORTANT" FURNISH THIS DRAWING TOALL CONTRACTORS WCLUDING THE INSTALLERS . T✓�
Trusses require exireme care in fabnca�in9,hantllin❑ shipping,installing antl bracin9. Refer to and follow the latest etlition of BCSI(BUiltling guildin
Component Safery Information,bv 7PI and SBCA)�oi safery pracUces prior lo petlorming Nese functions Installers shall prowde temporarV g
bracing per BCSI.,Unless noted o2hervvise,top chord shall have properlp attachetl stmctural sheathinq and botlom chortl shall have a pm0erly (�,Ofll onents
attachetl n�itl ceilinq Locations shown br permanent lateral resiraint of webs shall have bracino inslalled per BCSI sec6ons 83,B7 or 670 P
as applicab'le AppTy plates ro each face oftmss antl position as shown above and on the JoinfDetails, unless notetl otherwise. kefer to'
drawings 1EOA-Z for stantlartl plate postions. GrOUp
ITW Building Components Group Inc.shall not be responsible for an deviation fmm�his tlrewing.any faiWre ro builtl�he tmss in conformance
wi�h AN51lTPI 1,or for handling shippinp,installalion antl bracing oYtrusses A seal on Ihis drawing or cover paq e listing Ihis tlrawing,
indicates acceplance of proless�onaf en9 ineering responsibility solely forthe tlesin n shown. The swla6ility and use of fhis
tlrawing for any structure is Ihe responsibiliry of the Builtlmg Designer per ANSI/TPI 7 Sec.2.
For more Inlormation sze�his b�'s eneral rotes a ana inese web si�es ITweCG�. w.w+.�itwhc c m�,TVC www.i Inst oi �.SBCa� www.socinous� . m:iCG www.lccsare.or
1G07-1P103 I Pq: 1 SEON:56938 / T27 /HIPS Cust R2322 JRei: 1V8c23220001
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101 RK I BM 07242014
F 6.1" � ]'a'i6 11'3"3+ 16'B"5 _ 22'0"3 2)'9"5 L 30']"1� 33'2"B 39'0"B
69" 136 3'10"13 5.5"2 � 59.Y4 � 5'S"2 2'9'12 29•9' S.ip'. �'
F �5�(6
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S R O P O N M
1113Xa
�--5'9"8--�- 339"
7a'B 5'11'< �Z'Tfi� 5'S"6 2'8'S i 5'6'2 290"t� SS'6 8'6't0 10'8
�- 5'1P'4 + B'fi"t4 iC' ' 16'8"5' 222"] _' 25'0"8' 3Q5"1a ' 39'0..8 T 7
Loatling CrHena�psp Wind Criteria SnOw Cfit2fid(Pgpf in PSF� DefIlC51 Criteria ♦Maximum Reactions(Ihs)
TCLL 20.00 Wind Sttl: ASCE 7-OS Pg:p0.0 Cf. i.� CAT:II PP Deflection in loc L/deFl L/# Lac R /U /Rw /Rh /RL /W
TCDL 10.00 Speed:�90 mph pF 15A Ce:t.0 VERT(LL): 0.095 H 999 240 S 2348 /24 /efi4 /- /285 /3.5
BCLL 0.00 Enclosure:Closed W: - Cs'.notusetl VERT(TLp 0.170 H 999 180 K 1641 /43 /575 /- /- /3.5
BCDL 10.00 Category:II Snow Dura�ion: 7.i5 HORZ(LL): 0.04� M - - W,nd reactions based on MWFRS
ExP:C
Des Ltl: 40.00 Mean Height: 75.00 ft HORZ(TL): 0 074 M - - 5 Min Brg Witlth Req= 2 0
NCBCLL'. 10.00 Code/Misc Cntena Creep Factor: 1.0 K Min Brg Witlth Req= 1 6
TWL 6.0 psf Bearin s S 8 K are a ri itl surface.
SoffC 2.00 BCDL:6.0 psf Bldg Cotle: IBC 2006 Max TC C51'. 0.733 9 9
Load Duration� 1.15 MWFRS Parallel DisC 0 to hl2 TPI Sttl: 2�02 Max BC CSI: 0.981
Spacing:24.0" C8C Dist a:3.90 tl Rep Factors Used:Yes Max Web CSI: 0.820 Maximum Top Chord Forces Per Pty(Ibs)
Loc.from endwalP Any FTIRT'20(0)IO(0) Chords Tens.Comp. Chortls Tens. Comp.
I'. 1.0 GCpi:Q�B PlateType(s)'. A-B 34 0 G-H 309 -1646
WindDUration: 1.33 WAVE IVIEWVer: 13�.02.08.031620 B-C 595 -219 H-I 314 -2223
Lumber C-D 160 -738 I-J 292 -2317
Value Set: t3B(EHective 6/1/2013) D-E 19t -696 J-K 275 -2491
E-F 292 -10.5� K-L 33 0
Top chord 2x4 SP 112 F-G 293 -1248
Bot chord 2x4 SP#2
Webs 2x4 SP#3:W6 2x4 SP#7 �
Maximum Bot Chord Fortes Per Ply(Ibs)
Lumbervalueset"13B"usestlesignvaluesapproved Chortls Tens.Comp. Chortls 7ens. Comp.
1/30/201�byALSC
B-S 248 -395 P-O 10ffi 0
Bracing S-R 231 -360 O-N 1690 -28
(a)Continuous lateral resireint equally spaced on R-Q 916 -75 N-M 1690 -28
member. Q-P 916 -75 M-K 1999 -120
Loatling
Tmss assed check for 20 sf atltlitional bottom Mazimum Web Forces Per Ply(lbs)
P P Webs Tens.Comp. Webs Tens. Comp.
chord live loatl in areas with 42"-high x 24"-wide
tlearance. S-C 300 -2290 F-O 427 -52
Bonom chortl checketl for 10.00 psf non-concurrent C-R 758� -102 O-G 508 -61
botrom chord live load applietl per IBC-O6 section t�11����U1/f� R-E 161 -n59 O-H 167 -746
Tso s designed for unbalancetl snow ioads. `����``+`� E �F���i� F ' 39� -84 M-M i33 -Zn
a"tiQ� r�iST£p�, �iQ�4
Purlins ti Q, P4; FO �w
In lieu of sUUCtural panels use putlins to brace all flat ti� �i
rc @ za°oc :m Na. PE10261321 N=
wintl � y STATE OP . �
Wintl ioatls based on MWFRS with adtlitional C&C
member design. � �N� � t�4' �,��L•�
Lefl cantilever is exposetl to wintl � \�' �
'''�/ , _
� IIIH1\\��`\
o�n_an_o i a
^WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT° FURNISH THIS DRAWING TO ALL CONTRACTORS MCCUDING THE INSTALLERS �T'✓��
Tmsses require extreme care in fabricatin9,hantllin9 shio ping,inslalling and bracing..Refer to antl.follow the latest etlifion of BCSI(Builtling guildin
Component Safety Information,bY TPI and SBCA)toF safety prachces prior to performing these functions Inslallers shall pmvitle temporary g
bracing 0er BC51 Unless no�ed oihenvise,top chord shall have propery attached stmcWral sheathino and bottom chord shall hava a pmoedy (�,Ofil onents
attachetl rigid ceilinn Locations shown tor oermanent lateral restraint of webs shall have bracinq inslalled per BC51 sections B3,87 or 810 p
as applicabe Appiy plates to each face oftruss and position as shown above antl on the JoinCDetails, unless noted otherwise. kefer to� GrOU
tlrawings 160Ad For slandartl plate positions. p
ITW Buildinq Components Gmup Inc shall no�be responsible for any tleviation tmm t�is tlrawing any failure to builtl ihe imss in conformance
weh ANSI/iPl 1,or(or hantllin shippin ,ins�allalion and bracing of tmsses. A seal on this Ara'wing or cover paqe listing this drawing
indica[es acceptance o( pro�essional�enq ineering resp onsibiliry solety forthe desi n shown. The swta6ility and use of [his
tlrawing for any structure is[he responsihliry of the Building Designer per ANSI/TPI i�Sec2.
Por more Intormafion see ibis�oo's e eral notes a e antl inese weo si�es: ITVJBCG:ww.v.ItwOC c m:iPl: ww.v.i Insl or :SBCa-.vmvas0unaus� com:ICC'. vrww ccsale.or
1407-14103 Pry: t SEON:56207 / T20 /COMN Cusl:R2322 JReI: tV8c2322o00t
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102 RK / BM 07I24I201a
L8•92 2'9"9 4'10"6 57"2,
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1z C=3X4
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8"12� 4'1"10 8"12
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Loatling Criteria �psi� Wintl Cri[eria Snow Criteria�agpi�n a5F) DeFlICSI Criferia ♦Maximum Reac[ions(16s),or'=PLF
TCLL: 20.00 Wind Sttl: ASCE 7-OS Pg:p0.0 Ct�.1 CAT:II PP DeAection in loc UdeO LI# Loc R /U /Rw /Rh /RL /W
TWL: 10 00 Speed: 90 mph Pf: 15.4 Ce: LO VERT(LL); O.00t C 999 240 q 6 /24 /23 /- /39 /5.9
BCLL: 0.00 Entlosure:Closetl Lu: - Cs'.nolused VERT(Ty: 0.001 C �999 180 g• g� /pp �pe /- /- /49.6
BCDL: 10.00 Wtegory:ll SnowDuraCioaL�S HORZ(LL): 0.000 - - E 6 /3 /i /- /- l5.9
Des Ltl: 40.00 EXP:C HORZ(TL): 0.000 - - Wind reactions basetl on MWPRS
NCBCLL-10.00 Mean Height 20.55 ft Code/Misc Criteria Creep Factor. 1.0 A Min Brg Witlih Req= t5
TCDL:6.0 psf B Min Br Widih Re
Soffit 2.00 BCDL 2.0 psf Bltlg Cotle: IBC 2006 Max 7C CSI: 0.036 9 Q- -
E Min Brg WitlN Req= 1.5
Loatl Du2tion'.1.15 MWFRS Parallel Dist:0 ro h/2 TPI Sttl: 2002 Max BC CSI: 0.034 gearings A,6,&E are a rigid surtace.
Spacing�.24 0" C8C Disl a'.3.0o ft Rep Factors Used Yes Max Web C51: 0.000
Loc.�from entlwall�.Any FTIRT20(0)/0(0) Maximum Top Chortl Forces Per Ply Qbs)
I: t.0 GCpi:0.18 Plate Ty�e(sJ: Chords Tens.Comp. Chortls Tens. Comp.
Wintl Duration: 1.33 WAVE VIEW Ver: 13.02.08.031820
Lumber A-B 50 -45 C-D Sfi -133
Value Set: 138(EHective 6/V2013) B-C 56 -133 D-E 15 -3
Top chortl 2x4 SP#2 Maximum Bot Chord Forces Per Ply pbs)
Bot chord 2x4 SP#2 Chords Tens.COmp.
Lumber value se�"138"uses tlesign values approved
1/30/2013 by ALSC B-D 86 -1
Special Loads
---(Lum6er Dur.Fac.=1.15/Plate Dur.Pac.=t15)
TG Fron 64 plf at -073 to 64 plf at 2.07
TG From 64 plf at 2.07 to 64 plf at 4.86
BG From 4 plf at -0.73 to 4 pif at 4.86
Plating Notes
All plates are 25%4(A1)except as noted.
Loatling
Pu I�sesigned for unbalancetl snow loads. ```1````til����E����4��'','''
,� .y
OC u of rigitl ceiling use pudins to brace BC @ 24" ti�Q���G�5 iFqF O�.S��'
.�,tY�P D 'j> :
� y
wind _m No. PE70201324� �_
Wind loads basetl on MWFRS wilh atlditional C8C �
memberdesign. .~^. � STATEOF � y
� �,�,0 � NP \�,t4'�w
i
'/'�f�J1•IIIt1111\��� �
o�izaizo i��
°WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! n
°IMPORTANT^ FURNISH THIS DRAW WG TO ALL CONTRACTORS INCLUDING THE INSTALLERS e�TL/�J
Tmsses requiie exireme care in fabricatinq,hantllinq shioping installing and bracing..Refer toantl follow the latest edition of BCSI(8uilding Bp1�C�lO
Component Safety Information,bv TPI and SBCA)fo'r safery practices prior to pertorming Ihese functions Installers shall provitle temporarv g
braang per BC51. Unless notetl otherwise,top chortl shall have properly attached stmctural sheathinp antl bottom chortl shall have a proDerly (�,Ofll onents
attachea nqitl ceilino LocaUons shown for permanent lateral restraint of webs shall have bracinq mslalletl per BC51 sections 83,B7 or B10, p
as applicable AppTy plates to each lace of tmss antl position as shown above and on the Joint"Detads, unless noletl otherwise. Refer to Grou
drawmgs 1 EOA-Z br stantlartl plate posM1ions. p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing zny faiWre to build the Imss in conformance
with ANSIIIVI 1,or for handlinq shippinq installation and bracing of imsses. A seal on Ihis drawing or cover pan e listing Ihis drawing,
intlica[es acceptance of pmiessionaf'enq ineering res onsibiliTy solely for the desin n shown. 7he swta6ility antl use of [his
drawing for any slrucWre is the responsibliry of the BuiPtling Des�gner per ANSI/TPI TSec2.
For more Inrormation see inis-ob's eneral notes a e antl tbese we�sites: iTWBCG'�nwx.lm+ec com�,iaC w.,w.� inst or :SBCA-. wwwsbcindust .mm�,iCC www.lccsa�e or
140]-12103 Pty: t SE�N:56206 / Tt] /COMN Cu51:R2J22 JRet 1VBC23220001
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� RK / BM OII24I2014
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Loading Cri[eria (pst) Wind Criteria Snow Criteria�agptin PSF) Defl/CSl Cri[eria ♦Maximum Reactions pbs)
TCLL 2�.00 Wind Sid ASCE 7-OS Pg�.20A p: t.t CAT:II PP DeBection in ioc uaen vu �oo R /U /Rw /Rh /RL /W
TCDL �0.00 Speetl: 90mph PC15.4 Ce:1.0 VERT(LL): 0.147L 999 240 q �847 I34 /614 /- /303 /-
BCLL 0.00 Enclosure:Closed Lu: - Cs'.not used VERT(TL): 027fi L 999 180 I 1849 /34 I614 /- /- I-
BCDL 10.00 Ca�egory�II Snow Duration: t.i5 HORZ(LL): 0.060 J - - Wintl reactions basetl on MWFRS
EXP:C
Des Ld: 40 00 Mean Height: 15.00 ft HORZ(TL): 0.112 J - - P. Min Brg Witlth Req= -
NCBCLL:10.00 iCDL'.6.0 psf Cotle/Misc Cri[eria Creep Factor:1.0 I Min Brg Witlth Req= -
SoffiC 2.00 gCOL'.6.0 psf Bldg Cotle'. IBC 2006 Max TC CSI: 0727
Loatl Duration:1.15 MWFRS Parallel�isC 0 ro h/2 TPI S�d 2002 Max BC CSI: 0,881 Maximum Top Chortl Porces Per Ply(Ibs)
Spacing:24,0" C8C Dist a:3.90 ft Rep Faclors Used:Yes Max Web CSI'. 0.441 Chortls Tens.Comp. Chords Tena Comp.
Loc.from endwall-_Any FTIRT20(Oj/0(0) A.B 310 -2893 E-F 342 -te93
I:1.0 GCpi:0.18 Plale Type(s)'. B-C 3D -265a F-G 354 -2552
Wind Dura�ion:1.33 WAVE, HS VIEW Ver 13.02.08.031820 C-D 354 -2550 G-H 327 -2656
Lumber D-E 342 -1893 H-I 310 -2895
Value Set:13B(EHective 6I1/2013)
Macimum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp. Chortls Tens. Comp.
Bot chortl 2x4 SP#7 :B2 2x4 SP SS'
We6s2x45P#3:W42x45P1t2: A-N 2315 -171 LK 1906 -55
Lumber value se�"138"uses tleslgn values approvetl N-M 1906 -55 K-J 1906 -55
1/30/2013byALSC M-L 1906 -55 J-I 23�7 -171
Bracing Maximum We6 Forces Per Ply(Ibs)
(a)Contim�ous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp.
member,
8-N 158 -343 L-F 196 -721
Loading N-D 625 -69 F-J 628 -69
Tmss passed check for 20 psf additional bottom D-L 196 -7�9 J-H 158 -343
chord live load in areas with a2"-high x 24"-wide E-L 7562 -252
clearance.
Botrom chortl checketl for 10.00 psf non-concurrent ,1f��������
bsoom chortl live loatl applied per IBG�6 section ``,��ti E uy���
Truss tlesignetl for unbalanced snow loatls. ����,�� �p��s�,
Wind ;Q �}STF�F ,.�j y�
� � P 4 � S
Wind loads 6asetl on MWFRS with atlditiona�CSC II� �
memoerdesign �p� NO. PE1Q261324 ��
� s STATE OF � �
i �Nf71 N� �,����
� � `wa
i���� /
'V UIH11���``
o�n_ar_o i a
"WARNING^ READAND FOLLOW ALL NOTES ON THIS DRAWINGI ��/
"IMPORTANT" FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS 3�4TJV
Tmsses require extreme care in fabricatinn,han0ling shioping,installing and bracing. Refer to and follow the latesl edition of BCSI(8uilding BUI�(�III
ComponeN Safety Information,bV TPI and SBCA)toF safery prac6ces orior to pertorming these functwns Installers shall pmvide temporary g
bracing�er BCSI.Unless noletl olherwise,top chord shall have.pmpedy attachetl simctural sheathinp antl bottom chord shall have a properly COfT1 onents
attache noitl ceilin9 Locations shown for oermanent lateral resiremt of webs shall have bracinq inslalletl per BCSI sechons 83,B7 or a,o. p
as applica6le Appiy plates to each face oftruss and position as shown above and on ihe JoinCDetails, unless noted otherwise. Refer ro Grou
drawmqs 160A-Z for stantlartl plale posrtions. p
I7W Buildino Components Group Inc shall not be responsible for any aeviation trom this tlrawing any faiWre lo build the tmss In conformance
wi�h ANSIliPI i,or for handlinq shippinq ins�allation and bracmg ot trusses. A seal on lhis drawing or cover pay e listing[his tlrawing,
indicates acceptance of pro7essionaf'enq meering resp onsibility solety for[he desiq n shown. The surta6iliry and use of this
drawinq for any structure is the responsibliTy of the Building Desiqner per ANSIITPI T Sec.2.
For more imorma�ion see mis-oe's enerai noces a e ana mese weo stez�. iiWOCG�. �m.w.le..ec c m:iPl: www.t InSt 0� .50CP: w.wi.SbCin0usl . m;ICC: �wnv.iCCSate ot
1407-12103 Ply. 1 SEQN:83294 / T2A I GABL Cus�'.R2322 JReh 1VBC23220001
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r 2.0•4� �aF<:��'J SFZ 9'll'•9+10' r 19'fi"1 I 05'0'8 +M u0 ]Yd'10 ]90'B 7
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Loatling Cri[eria (psp Wintl C�it2�id SnOw Cfit¢fid(Pg,Pi in PSF) D¢fl/CSI Cdf¢fid •Mdzi�lum RedGtions(IbS)
TCLL: 20.00 Wintl Std: ASCE 7-OS Pg:20.0 CI'.1.1 CAT:II PP Detlection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: t0.00 Speed: 90 mph Pf: 15A Ce:1.0 VERT(Ly: 0.129 O 999 240 A 1636 /34 I 613 /- /303 i 3.5
BCLL: 0.00 Endosure:Closed Lu'. - Cs'.notused VERT(TL): 0�270 O 999 �80 % 1645 /33 /6�5 /- I- l-
BCDL: 10.00 Category:II Snow Duration:1.15 HORZ(LL): 0.055 D - - Wind reactions based on MWFRS
EXP:C
Des L4: 40.00 Mean Heighf. t5.00 ft HORZ(TL)� O.itS D - - A Min Brg Width Req= 1.6
NCBCLL 10.00 Code I Misc Criteria Creep Fac[or t0 X Min Brg Witlih Req= -
TCDL 6.0 psf Bearin A is a ri id surtace.
SoRt 2D0 gWL-.6.0 psf Bldg Code: IBC 200fi Max TC CSI: 0.685 9 9
Load Duration: 7_75 MWFRS Parallel Dist 0 ro h/2 TPI Sttl: 2002 Max BC CSI: 0.852
Spacing:24.0" C8C Dist a'.3.90 ft Rep Fac!ors Used'Yes Max Web CSI: 0.456 Mazimum Top Chord Forces Per Ply(Ibs)
Loa(mm endwall:Any FT/RT20(0)/0(0) Chortls Tens.COmp. Chords Tens. Comp.
I'. 1.0 GCpi:0.18 Plate Type(s): A-B 2a0 -2489 M-N 248 -7429
Wind Duratio¢ t.33 WAVE VIEW Vec 13.02.08.031820 B-C 266 -2a44 N-0 289 -1443
Lumber Atltlitional NOles C-D 290 -2418 O-P 302 -1407
Value Set: 138(Effective 6/t12013) See DN/GS A�0015050109,GBLLETWO212,& D-E 314 -2382 P-� 3t7 -1360
GABRST050109 for able wintl bracin re uirements E-F 297 -228� Q-R 320 -�368
Topchortl2x45Pp2 9 9 Q F-G 2W -2244 R-S 3W -1428
Botchortl2x4SP#1 .-B72x4SP#2: G-H 285 -2158 5-T 315 -1592
Webs2x4SP!!3'.WB2x4SP#2-. H-I 306 -2�25 T-U 352 -2125
:Rt Slitler 2x8 SP SS Dense:BLOCK LENGTH= 1.834' I-J 310 -2095 U-V 324 -2233�
Lumber value set"73B"uses design values approvetl J-K 337 -2t21 V-W 306 -2470
1/30/2013byALSC K-L 375 -2129 W-X 314 -2538
Bracing L-M 222 -7438
(a)Continuous lateral restraint equally spaced on
member. Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
PlatingNOtes A-NH 2O01 -163 AGAB 16fi3 -80
All pla�es are LSX4 exCept as noted. AH-AG 1999 -161 AB-AA 1598 -51
(")1 plat6(5)require special positioning.Refer to AG�AF 1998 -160 AA-Z 1598 -51
scaled pla:e pb�tletails for special positioning AF-AE 1997 -160 Z-Y 2004 -167
L adin9en�s. ````,,`,��111 E IH/J��'/!',' AD-AC ?�3 �1 o Y-X 2003 -167
Gable entl supporis e"max reke overhang. `J�Q� �GI 57fkF O"/",��. Maximum Web Forces Per Ply(Ibs)
Bottom chord checked far 10.00 psf non-concurrent y Q Q' � � � Webs Tens.Comp. Webs Tens. Comp.
bonom chortl live loatl applietl per IBC-O6 section .'I� �S
i60Z �m No. PE1020f324 (p� AE-AJ 78 -79 AU-AX 89 -207
Truss tlesigned for unbalanced snow loatls. y F-AI 164 -424 AV-AW 171 -586
� ♦ STATE OF � y AJ-AM 64 -105 AW-AY 79 -2(M
Wintl � � Q. /�i AK-AL 15� -38G AW-A8 225 -696
Wintl loatls basetl on MWFRS wiN atlditional C&C � v0 I �a �+-�za" AL-AM 177 -424 AY-AZ 49 -177
member design \C' � AL-AN 48 -138 AZ-BA 47 -167
/��,' ( `� AM.4D 163 -391 BA-BC 45 -176
� Illlll�ti\� AD-AO 495 -78 Q-BB 1264 -273
�����/���4 AN-AO 62 -115 AB-T 176 -582
AP-AQ 640 -140 BB-BD 55 -189
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! z �. ��
°IMPORTANT° FURNISHTHISDRAWINGTOALLCONTRACTORSMCWDINGTHEINSTALLERS FT',%�/
Tmsses require extreme wre in fabricatinq,handling shipping,installinq.antl bracing.,Refer to and�ollow the latest edition of BCSI(Building BUI�(1111
Component Safety Information,bv TPI anc7 SBCA)foF safety prachces pnor ro performing ihese Functions Installers shall provide temporary g
bracing oer BCSI Unless notetl otheiwise,top chord shall have pmperly attached strucWral sheathinq and botlom chortl shall have a properly (,`011l onents
atlachetl ri9id ceilinc�. Locations shown for permanent lateral resiremt of webs shall h2ve bracin inslalled per BCSI sec�ions 63,B7 or 810 P
as applicable AppTy olates to each face oFtmss antl position as shovm above and on the Join�Details, unless notetl otherwise. Refer ro� (�rOU
tlrawmgs�60Ad for standartl plate positions. p
ITW Buildin Components Group Inc shall not be responsible for an tleviation fmm this drawing,any faiWre to 6uild the truss in contormance
with AN51�1 1,or for handlinq,shippinq,installation and bracing o�imsses. A seal on this drawing or cover pa�qe.listing this drawing,
intlicates accep[ance of pro7essionaf enp ineering responsibility solely forthe desiy n shown. The suita ility antl use of th�s
tlrawing for any strucWre is�he responsiblity of the Building Designer per ANSIfTPI TSec2.
Pormoreinfomaeonseeihisbo's enerainotes a eandtneseweosites: RW6CG�. .wwi.iM1VOC c m',TPC vmvi.t inslor ',SBCA' �w.wsbcineusi . m'.ICC'wmv csale.or
140742f03 Ply: 1 SE�N:83294 / T24 IGABL I Cusl:R2322 JRet iV8c2322000�
CORNELL AVENUE DUPLEX Ory: 1 FROM: I Drv.NO'. 205.14.084150607
k Page 2 ot 2 �RK / BM 0]l2al2014
AP-AS 94 -209 BGAB 1239 -256
A�-AR 741 -185 BD-S 52 -176
AR-L 749 -188 T-Z 504 -70
AS-AU 95 -211 Z-V 152 -40G
L�AT 155 -558 Y-V �35 0
Mazimum Gable Forces Per Ply(16s)
Ga01es Tens.Comp. Gables Tens. Comp.
B�AH 39 -35 K-AQ 49 -109
C-AG 30 -40 AR-AS 12 -4
D�AF 37 -21 AT-M 3n -66
E�AE 107 -42 AU-AV 12 -26
AI-G 116 -45 N-AY 62 -147
AJ-AK 70 -29 O-AZ 4 -22
AL-H 37 -25 P-BA 18 -2G
J-AN 31 -83 R-BD 26 -23
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07/24/2014
"WARNING^ READANOPOLLOWALLNOTESONTHISDRAWING! s i�-:i;>
"IMPORTANT° FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDWG THE INSTALLERS .T�i�.�'
Tiusses require extreme care�in fabricatin�,hantllino shi�ping,installing.antl brecing. Refer to antl follow the latest etlition of BCSI(Building guilding
Component Safery Information,by TPI an SBCA)�oF sa ety practices pnor to pertorming these functions Installers shall provitle temporary
bfacing pef BCSI.Unless noted olhErvvise,top Ghord Shall have properiv atlachetl StrUCtural Shealhing antl bo�lOm chortl Shall have a properly COflI onents
attachetl ri�d ceilinq. Locations shown for oermanent lateral restrant df webs shall have brac)nq installed per BCSI sections B3,B7 or 810 p
as appliwbl=_. App7y plates to each face of tmss and position as shown above and on the JomfDetails, unless notetl otherxise. Refer to� GrO�
drawmgs 160A�Z for stantlartl plate poSM1ionS. p
ITW Builtlm Componenis Group Inc.shall not be responsible for an deviation from ihis tlrawing.any failure to builtl thetmss in conformance
with ANSI/T�I 1,or for hantllinq shippmp,ins�alla�ion and bracinq oY�russes A seal on[his tlrawing or cover pay e listing this drawing,
indicales acwptance of proTessionaf enq ineenng res onsibility solely for the desin n shown. The surta6ility antl use of lhis
tlrawinq(or any stmcture is the responsibliry ot the BuiPtling Designer perAN51/TPI T Sec2.
Pormoreimormationsee�ms�oo's e era�notes a anainesewebslies�. IiWeCG�. waw.lrmbc .mm�,TPP. mvw.� Insior �,SaCn: u^.rv+.sbclnaust . m:ICG w.w..icr.sate.or
1407-12103 Ply: 1 SEQN:832901 i3� /GABL Cusl'R2322 JReC1V8c23220001
CORNELLAVENUEDUPLEX ply: t FROM�. DrwNO: 205.14.084L52a60
� Page 1 of 2 RK / BM 0]I2420t4
�=6'i,4 ,_6'2�a,]6..4 �9�I••6 11Y6"4 i ta' ••0 � 1fi'10"a i I9_6"a , ITa�12
�.q. , �.q. r6:y5 a � 1'a• . 'o'] ' Pa• �Ta• � 6'a
� 2.z��q� rq0'4 �6.95� 8.40�4 610a;- i T9 3 F 146..a r4..4 � 2 a10 d 351'�5t_l 3,6„0 '1' �p"3' 69�5 '
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12 K� � AY 33Xa
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9 NN �AO
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=3%10(BJ} / � �Wa3%t0(69)
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AF NE AD AC AB A4 Z Y X
2'2"4i I'4; 3']"9 4'09 5'6"9 Sfi"i 4'0'9 9'il"9
224 �'a'�' 410415�12 9'11"9+ 1G' ' i96"4 I 25'0"8 + 29'0'YS ' 39'0"8 �
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Loading Criteria �ast� Wint��riteria Snow Criteria(ag,P(in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL 20.00 Wind Std: ASCE 7-05 pg�,p0.0 CF.1.1 CAT:il PP DeBection in loc Utlefl L/# Loc R /U /Rw -/Rh /RL /W
TCOL' 10.00 Speetl: 90 mph Pf,15.4 Ce: 1.0 VERT(LL): 0.128 O 999 240 q �641 /34 /614 /- /3�3 I3.5
BCLL 0.00 Enclosure'.Closetl W: - Cs:notusetl VERT(TL): 02680 999 t80 yy 7640 /34 /614 /- /- /-
BCDL: 10.0� Category:II Snow Duration:1.15 HORZ(LL): 0.053 D � - Wintl reactions based on MWFRS
EXP:C
Des Ltl: 40.00 HORZ(TL)'. 0.11� D - A Min Brg Witlth Req= t.6
Mean Heigiit �5.00 ft W Min Br Width Re
NCBCLL: t0.00 Code/Misc Criteria Creep Factoc 1.0 9 q= -
TCDL 6 0 psF
SoffiC 2.00 BCDL 6.0 psf Bldg Code: IBC 200fi Max TC CSI: 0705 Bearing A is a rigid surtace.
Load Duration: 1.15 MWFRS Parallel DisY.0 to hl2 TPI Sttl'. 2002 Max BC CSI: 0.824
Spacing:24.0" CSC Dist a:3.90 ft Rep Factors Usetl:Yes Max Web CSI: 0.451 Mazimum Top Chortl Forces Per Ply(Ibs)
Loc.fmm entlwall:Any FT/RT20(0)/0(0)
Chortls Tens.Comp. Chortls TenS. Comp.
C 1.0 GCpi'0.18 Plate Type(s): A-B 240 -2494 L-M 221 -1441
WindDuration: 1,33 WAVE VIEWVer:13.02.08.031820 B-C 266 -2450 M-N 248 -1433
Lumber C-D 291 -2426 N-0 289 -1447
Value Set:136(Efiective 6/1/20�3) D-E 316 -2393 O-P 302 -1411
E-F 29fi -2286 P-Q 3�6 -1364
Top chord 2x4 SP k2 F-G 29fi -2249 �-R 320 -1372
Botchord2x4SP#1 G-H 284 -216a R-S 307 -1433
Webs2x4SP#3'.W82x4SP#2: H-I 306 -213a 5-T 376 -1599
Wmbervaluesel"t3B"usestlesignvaluesapprovetl I-J 370 -210.i T-U 355 -2170
i l30/2013 by ALSC J-K 337 -2129 U-V 328 -2273
Bracing K-L 374 -2135 V-W 311 -2514
(a)Continuous lateral resiraint equaly spacetl on Maximum Bot Chord Forces Per Pty(Ibs)
member.
Chortls 7ens.COmp. Chords Tens. Comp.
Plating Notes A-FF 2007 -163 AB-AA 1674 -82
All plates 2re LSX4 except as notetl. AF-AE 2005 -162 A,4-Z �C,74 -82
(") 1 plate(s)require special posiCioning.Refer to AE-AD 2004 -181 Z-Y i616 -51
swled pla�e pbt details for special positioning AD-AC 2W3 -160 Y-X 1616 -51
requlrements. 11�,����r/� AC.48 2051 -t97 X-W 2006 -172
Gab�le end 5upports 8"max rake Overhang. <t�`````4� E "•ry'��+�� Maximum Web Porces Per Ply(Ibs)
� �, Q � Webs Tens.Comp. Webs Tens. Comp.
Botrom chortl checked For 10.00 psf non-concurrent � Q t,�'�STE9`c � �i� qC-AH 73 -90 AS-AU 91 -213
bo�tom chortl live loatl applied per IBC-06 section ti�Q� Q" � � �
1607, jY„1',Y � F-AG 166 -426 AT-AU 171 -590
rmsstlesignetlforunbalanceasnow�oads �m NO_PE1Q20132d N= AH-aK 6G -ns Au-Z 225 -700
AI-AJ 153 -388 AV-AW 81 -210
Wind � • STATEGF y � AJ-FK 179 -429 AW-AX 51 -182
WintlloadsbasedonMWfRSwithatlditionalC&C '� � P (�r A�-�L 49 -7a6 AX-AY 49 -773
memberdesign. � ND I � �°a� AK-AB 165 -396 AY-BA 45 -182
\ � AB-AM 507 -78 Q-AZ 1269 -273
Atldi[ional Notes �4�� � ���� AN AO 646 -iq0 qZ T 173 -599
SeeDWGSA10075�501�9,GBLLETIN02�2,8 � 11111��� gg � -��
GABRST�SOt09forgablewindbracingrequirements. 07/7a/��14 AN-AQ 96 -215 BA-Z t245 -256
AO-AP 745 -185 BB-S 54 -182
"WARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWING! „i�
"IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS WCW DING THE INSTALLEftS �T"/�
Tmsses require extreme care in(abricatino,handlin� ship ping,in;tallinq antl brecing. Refer to and follow the la�est edi�ion of BCSI(BUiltling Buildin
Component SBfety Information,bv TPI and SBCA)toi sa(ery practices pnor to pertorming ihese functions Installers shall provide lemporary g
bracing per 9GSI,Unless noted olherwise,top chord shall have pmpetly attached stmctural sheathinq and bottom chord shall have a pm0erty COIII onents
atlached n itl ceilin Locations shown for�ermanent lateral restramt of webs shall have bracin❑inslalletl per BCSI sections 83,87 or 8�0, p
as applicab�e. App�y plates m each face o truss and position as shown above antl on the JoinrDetads, unless noted otherwise. Refer m G rou
tlrawings i6]A-Z for standard plate positions. p
ITN�uilding Componenis Group Inc.shall not be responsible for an �deviation{mm this drawing,any failure to builtl the Imss in conformance
with ANSI(1PI 1 or for handlinq,shippinp,ins�alla�ion antl bracing oY�russes A seal on[his drawing or cover pan e listing this tlrawing,
indica[es acceptance of protessionaf enq ineenng responsibilitysolely forthe tlesiq n shown. The surta6iliry and use of this
drowing forany structure is the responsibiiry of the Builtling Designer per ANSIfTPI T Sec.2.
For more'mmrma�ion see this bb's e erai no�es a ano mese wee siies: ITWBCG: w.m-.itwec c m�,TPI: �mwu.t instor :SBCA� w^Nw.seuntlusi . m�.ICC. vn csale.or
1407-12103 Ply: 1 SEQN:83290 / T30 IGABL CusP.R2322 JReC 1VBC23220001
CORNEIIAVENUEDl1PLEX �ly: 1 FROM: DrvvNa 205.14.0841.52460
� Page 2 oi 2 RK / BM 07I2420t4
AP-L 753 -188 T-X 556 -74
A�-AS 97 -217 X-V 164 -36G
L-AR 155 -561
Maximum Gable Forces Per Ply(Ibs)
Gables Tens.Comp. Gables Tens. Comp.
B-AF 40 -37 K-AO 49 -107
C-AE 30 -45 AP-AQ 11 -4
D-AD 39 -2G AR-M 3A -6G
E-AC 116 -47 AS-AT 12 -25
AG-G 115 -45 N-AW fi2 -147
AH-AI 70 -29 O-AX 4 -21
AJ-H 37 -30 P-AY 18 -26
J AL 31 -81 R-BB 27 -21
.�`���p�'���,,SE r-�"��.-p''`.
� ,�E sa �^
'op No. PE10201324 ��
� • STATE Of . �
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07/34/2014
^WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! -i�
"IMPORTANT" FURNISH THIS DRAWING70 ALL CONTRACTORS INCLUDING THE INSi'ALLERS rcT,l'�.�/
Trusses require extreme care in fabricatin9,hantllinq shipping,installing antl bracing. Refer to antl follow ihe latest edition of BCSI(Builtlin9 Building
Component Safety Information,bv TPI antl SBCA)�oi satety practices prior to pertorming ihese functions Installers shall pmvitle lemporary
bracing�er BCSI Unless noted otherwise,top chortl shall have properh attachetl sVUCturel sheathing and bottom chord shall have a propetly COiil onents
attache riaid ceilinq Locations shown(or Dermanent lateral restrain�df webs shall have brac,inq insi@Iletl per8C51 sections 83,B7 or et0, p
as applicable. Appiy plates to each face oi imss and position as shown a6ove and on the JanfDet2ils, unless noted otherwise. Re(er to Grou
tlrawmgs 160A-Z for slandard plate posi�ions. p
ITW Buildin Components Group Inc shall not 6e responsible for an deviation from Ihis drawing,any faiNre ro buitd the«uss in conformance
with ANSIlT�t t,or(or hantliinq shippinq,installabon and bracing o�imsses. A seal on[his tlrawing or cover paq e.lis[ing this drawing,
indicates acceptance of protessiona! enq�meering resp onsibil�ty solely forthe desip n shown. The swta6ilRy antl use of [his
tlrawing forany structure is[he responsiblity of the Building Desgner per ANSI/TPI T Sec2.
Por more inioura�ion see inis�oo's eneral notes a e ana ihese web siles' ITWBCG' wwri.iN+bc c m:iPl: www.t inst or :59CA' ww.vsbunoust . m:ICC' �.wm iccsaie or
1407-12103 Ply: 1 SWN:56201 / T18 /COMNI Cusl:R2322 JReC iV8c23220001
CORNELL AVENUE OUPLEX ary: a FROM: � DrmNO'. 205.14.0842 0206]
M �RK / �M 0]/24I2014
F 5'B'12 � B't"1+ 119't0, t6'4"B + 2i8"6 249"6 i 2]'0"<i 32'9" �
5'8'92 T4"14 2'.1" T 5•3'.1G 5'3`ii 2'11.. ' 2.4.'14' S'8'Y2
F Ili4%5
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g3X4E� ��3X.'
12� p � ����� I
8 � y3%5 83X5
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� - �� ��°�, =_3X< =3X8 =3X5 =3%a y
N M l K
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1�•� 9�y.Y1 �'11"13 � �9"8 6.4"5 B.4'91
80"11 16'4'8 18'' 2a'd'S 32'9'
Loatling Criteria �psp Wintl Criteria Snow Criteria(Pg,P�in PSF� DefIlC51 Criteria •Maximum Reactions(Ihs)
TCLL�. 20.00 N1ind Sttl: ASCE 7-05 Pg:p0.0 Ct: 1.1 CAT:II PP Deflection in loc LItleB L1p Loc R I U /Rw /Rh /RL /W
TCDL �0.00 Speed: 90mp� PC15.4 Ce-t� VERT(Ly: 0.103M 999 240 g �58i /36 /546 /- /263 /3.5
BCLL� 0.00 Enclosure:Closetl Lu: - Cs:notused VERT(TL)' O.t96 M 999 160 � �518 I28 /507 /- /- /-
BCDL 10.00 Category:II Snow Duration:1.15 HORZ(LL): 0.044 K - Wind reactions 6ased on MWFRS
Des Ld 40.00 EXP:C HORZ(TL): 0 083 K - - B Min Brg Width Req= 1.6
Mean HeighC 15.00 Ft J Min Br Widih Re
NCBCLL'. 10.00 � Code/Misc Cnteria Creep Factor: 1.0 9 9= -
TCDL:6.0 psf
So/fit 2.00 gCDL:6.0 psf Bldg COde'. 18C 2006 Max TC CSI: 0.481 Bearin9 B is a rigid surtace:
Load Duration:t.t5 MWFRS Parellel DisC 0 to h/2 TPI Std: 2002 Max BC CSI: 0.879
Re Factors Used'Ves Max Web CSI: 0.5�9 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" �C&C Dist a:328 ft P ' Chortls Tens.Comp. Chords Tens. Comp.
.LOC.fmm entlwall:Any FT/RT20(Oj/0(0)
I:i A GCpi:0.18 Plate Type(s): A-B 33 0 F-G 286 -1535
WindDUratiorci.33 WAVE VIEWVer:13.02.08.03t820 B-C 255 -2339 G-H 295 -2064
Lum6er C-D 271 -2140 H-I 273 -2152
ValueSet73B(Efiectivefi/1/2013) D-E 293 -2052 I-J 257 -2351
E-F 286 -1535
Top chord 2x4 SP#2
Bot chord 2x4 SP#1 'B2 2x4 SP#2: Maaimum Bol Chord Forces Per PI Ibs
Webs 2x4 SP#3 Y( �
Lumber value set'938"uses design values approvetl Chords Tens.COmp. Chortls Tens. Comp.
1/3�/2013byALSC g-N 1864 -138 L-K �547 -45
N-M 1543 -44 K-J 1878 -141
Bracing M-L 1547 -45
(a)Continuous lateral restraint equally spacetl on
member. Mazimum Web Forces Per Pty(16s)
Loatling Webs Tens.Comp. Webs Tens. Comp.
Truss pasretl check for 20psf adtlitional bottom C-�V t31 -274 M-G 164 -592
chord live load in areas with 42"-high x 24"-witle N-c a88 -54 G-K 503 -57
clearance E-M �62 -585 K-I �32 -282
Bottom chord checketl for 10.00 psf non-Cqncurrent F-!d 1253 -21�
76o s des grtleld foroun�baPanlcedPsnow bads ection `,`,``���\III E 11111I�,O,,'i
� �Y�
��O G�STER '� '�i
Wintl �Q` ?� 'Fd 'p i
Wintl loatls basetl on MWFRS with additional C8C .�.� �
membertlesi9n ?p] NO. PE1020132+1� �'
� . ST0.TF OF ti
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07/34/2014
"WARNING"' READAND FOLLOW ALL NOTES ON THIS DRAWINGI ¢ ��,�,�
"IMPORTANT" FURNISH THIS DR4WING TO ALL CONTRACTORS INCLUDING THE INSTALLERS RT✓'�:�
Tmsses require extreme care in fabricatin9,handlin9 shioping,installirg and bracing. Refer to and follow ihe lalest edition of BCSI(Builtling guildin
Component Safety Informahon,bY TPI and SBCA)fo'r safery predices prior to pertorming these functions Installers shall provide temporary g
bracing per BC51.Unless noted otherwise,top chortl shall have propetly attachetl stmcWral sheathing and botrom chortl;hall have a proDerly (�,O(Tl onents
attachetl nc�itl ceiling_ Locatians shawn tor permanent lateral resiraint of webs shall have bracinq inslalledper BCSI secUOns B3,87 or tlt0. p
as appl¢able. Apply olates�o eaCh face of tmss and posilion as shown above and on Ihe JOinCDelails, unless noted Otherwise. Refer b Grou
tlrawings t 60A-Z for slantlard plate posiiions, p
ITW Buildin�gComponents Group Inc shall not be responsible for any tleviation trom ihis tlrawing,any faiWre to builtl the truss in conformance
with ANSIIIYI 1,or for handlin❑ shippma,installaUOn and bracing of.tmsses. A seal on this drawing or cover pan e.listing Ihis drawing,
intlicates acceptance of prolesswnaf eng_ineering responsibiliry solety Forthe desig n shown. 7he swta6ility and use of this
drawing forany structure is[he responsibility ot the Builtlmg Designer per ANSUTPI T SeG2.
Por more inio�mavon see tnis'oo's e eral notes a e ano these weo si�es: ITWBCG'. �w+w.ltwoc c m',TPI'. www.l Insl or 'SBCA: wwwsbcintlusl . m'.ICC' w.w� csale or
14W-12I03 Ply t SEQN:56509I T22 /GABL Cusl:R2922 JRef�. 1VBC23220001
CORNELLAVENUE DUPLEX Oty: 1 FROM: OrwNO' 205.ta.0842D41�0
N Page 1 of 2 RK / BM 07I24I201a
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jaB.._.1; i'=� . t'<' 1'<.. 1P'9
ZO"a8' �3:'B"8 r30P0 � 2i�8 F39B8 32.9y
Loading Criteria (pst) Wintl Criteria Snow Criteria(Pgp�'��aSF� DetllCSl Criteria ♦Mazimum Reactions Qbs�,or'=PLF
TCLL 20.00 Wind Sttl: ASCE 7-OS pg�.p0.0 Ct 1.1 CAT:II PP DeOection in loc LJdeFl U7 Loc R /U /Rw /Rh /RL /W
TCDL�. 10.0o Speed'. 90 mph PC 15.4 Ce:1.0 VERT(LL): 0.042 G 999 240 g 898 /�8 /360 I- /263 /3.5
BCLC 0.00 Enclosure:'Closetl Lu: - Cs:notusetl VERT(TL)�. 0.095 G 999 180 AE 1012 /- /441 /- /- /3.5
BCDL �0.00 Category:Il SnowDuretion: 1.15 HORZ(LL): OD�7 G - - V' 77 /5 /37 /- /- /141
EXP:C
Des�d'. 40.00 Mean Height: 15.00 ft HORZ(TL)'. 0.042 G - Wintl reactions basetl on MWFRS
NCBCLL'. 10.00 Code/M11isc Criteria Creep Factor: t.0 B Min Brg Width Req= 1.3
TCDL 6.0 ps( AE Min Br Width Re 1.3
Soffil'. 2.00 gCDL:6.0 psf Bldg Cotle: IBC 2006 Max TC CSI: 0.445 9 Q-
TPI Sitl: 2002 Max BC CSI'. 0773 AE Min Brg Widih Req= -
Loatl Dura�ion: 1.15 MWFRS Parellel Dist 0 to h/2 Bearings B,AE,8 AE are a rigid surface.
Spacing'.24.o" C&C Dist a'.328 k Rep Fac:ors Used:Yes Max Web CSL o.974
Loc.from endwall:Any FT/RT20(0)/0(0) Maximum Top Chord Forces Per Ply(Ibs)
I'. tA GCpi�0.18 Plate Type(s): Chortls TenS.COmp. Chords Tens. Comp.
Wind Duretion:t,33 WAVE I VIEW Ver: 13A2.08.03182a
Lumber A-B 33 0 L-M 126 -247
Value SeC 13B(Effective Gli/20�3) B-C 143 -1141 M-N 133 -6
C-D 158 -941 N-O 775 -3
Top chortl 2x4 SP#2 D-E 187 -853 O-P 167 0
Bot chord 2x4 SP#2 E-F 132 -347 P-� 159 -1
Webs2x4SP#3 F-G 139 -283 Q-R 158 -33
Lumber vzlue set"�3B"uses design values approvetl G-H 164 -270 R-S 156 -64
t130/2013byAL5C H-I 177 -224 S-T 153 -94�
Bracing I-J 185 -250 T-U 148 -123
J-K 162 -247 U-V 149 -158
(a)Continuous lateral resiraint equally spacetl on K-L 138 -93
member,
Plating Notes Maximum Bot Chord Forces Per Pty Qbs)
All plates are 1.5X4 except as�notetl.
Chords Tens,COmp. Chortls Tens. Comp.
("j 2 plate(s)require special positioning.Refer to e-AH 878 -65 AB-AA 147 -113
swled plate plo�tle�ails(or special positioning AH-AG 55] -54 AA-Z 147 -112
reQuirements. ,�tf�111/11i7J1// AGAF 132 -29 Z-V 146 -110
``�\� E �I��� AF-AE 132 -29 Y-X 145 -108
Loadin9 `�� �� /� /�� AE-AD 199 -117 X-W 143 -104
Gable end suppons e"max rake overhang. ��� V S T , �,e��i� AD-AC 148 -115 W-V 140 -97
Battom chortl checketl fo�10 00 psf non-concurrenl ti�Q Q,�LG, �'fF� �r�i AC-AB 148 -114
bottom chord live load applied per IBC-�6 section �
1607. ^m r,jO.PE1�2a1�24S ��.'. MaximumWe6FOrcesPerPly�lbs)
Tmss designed for unbalanced snow loatls. � j� - Webs Tens.Comp. Webs Tens. Comp.
L � STATEOF f � � C-PH 13A -298 AN-AG 105 -119
Wind � � �
Wind loads based on MWFRS with atltlitional C8C � Np � t+� ��C'� AH-E 480 -57 AN-AP 6 -95
memberdesiqn. i �C�� E-AI 159 -567 AO-AP 585 -37
AI-AJ 0 -109 AO-AR 23 -159
Atltlitional Notes ����I(�� "�„���1��� �`_ q�.�K 160 -83 AR AQ fi30 -167
See DWGS A1001 W5��09,GBLLETIN02�2,&
GABRSTO5oto9forgablewindbrecingrequirements. 07/24/2OId AK-AL 10 -103 AS-AT fi65 0
AL-AM 12 -105 AUAE 31 -204
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI n
"IMPORTANT^ FURNISH THIS DRAWING TOALLCONTRACTORS INCLUDING THE INSTALLERS ,STV✓
Tmsses require exireme care in Fabricatina,handlin� shipping,ingtalling antl bracing. Re(er to and follow ihe latest etlition of BCSI(Building BUI�C�IO
Componen�Safety Information,bV TPI and SBCA)fo�r safery prachces prior to pertorming ihese functions. Installers shall provitle temporary g
bracmg per BC51 Unless notetl oeherwise,top chord shall have propery�attached stmeWrel sheathing and bottom chortl shall have a pmpetly (�,Ofil onents
attachetl riqitl ceilinq. LoC3t�ons shown for oermanenl lateral restraint of webs shall have bracino inst@Iletl per BCSI seclions B3,87 or 810, p
as applicab�e Apply plates to each face oftmss and position as shown above and on the JoinrDetads, unless noretl o�herwise. keter to Grou
tlrawings 16oA-Z for stantlartl plate positions. p
I'RN Builtlino Componenis Group Inc.shall not be responsible for an deviation from Nis tlrawin9,any faiWre to build the tmss in conformance
with ANSI/TPI 1,or for hantllinp shippinq installation and btacing oYtrusses. A seal on this tlrawing or cover paq e listing[his tlrawing
intlicates acceptance of proTessionaf'enq ineering resu onsihilitysolely forthe desin n showa The sw[a6iliry antl use of this
tlrawing for any stmcture is the responsibiliry of the Builtling Deagner per ANSIITPI.T Sea2.
Por more Inlormation see inis'oD's eneral notes a e antl these web sites: ITWBCG'. w+nv.i�vbc <om:TPC wwxl inst or :SBCA-. www.sGCindusl .wm:ICC:ww.v.iccsale or
140742103 Ply: 1 SEQN.-56509 / T22 /GABL CusLR2322 JReC1V8c2322000t
CORNELL AVENUE DUP�EX Qly: 1 FROM'. DrwNO: 20'v.14D84204170
N Page 2 of 2 FK / BM O�I24i2014
I-AM 126 -130 AV-M 657 0
PG-AO 588 -36 M-AE 53 -773
Maximum Gable Forces Per Ply(Ibs)
Gables Tens.COmp. Gables Tens. Comp.
F-AJ 54 -6 AD-N 26 -143
G-AK 25 -GB AC-O 40 -61
H-AL 7 .29 AB-P 38 -83
AP-J 23 -144 AA-� 38 -86
AQ-AR 17 -15 Z-R 38 -84
K-AS 26 -57 Y-S 38 -84
AT-AU 2 -89 X-T 35 -80
L-AV i -77 W-U 50 -99
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"WARNING" READAND FOLLOW ALL NOTES ON THIS ORAWINGI �. -fi�;
^IMPORTANT° FURNISH THIS DRAWING TOALL CONTRACTORS INCIUDING THE WSTALLERS TIJ'J
Trusses require exireme care in fabricatin9,hantllinq shioping,installing and bracing. Refer ro antl follow the latest edition of BCSI(Builtling B�JI�(�Ifl
Component Sa(ety Information,bv TPI antl SBCA)�oF safery prachws prior ro pertorming these functions Installers shall provitle temporary g
bracing per BCSi.,Unless noted olherwise,top chord shall have pmpetly attachetl stmctural sheathino�an0 botlom chortl shall have a pmperty (,`Ofll onents
aVachetl naid ceilm Locations shown for oermanent lateral restramt c(webs shall�have bracin ins alled per BC51 sections B3,W or B10, p
as applicable App�y plates to each face oftmss antl position as shown above and on ihe Join�Details, unless notetl otherwise. Refer lo Grou
drawings 160A-Z for standartl plate positions � p
INJ Builtlinc Components Group Inc shall not be responsible for any tleviation from Nis tlrawing any faiWre to build the truss in conformance
wi�h ANSI(TPI 1 or/or hantllinq sh�pping installa�ion antl bracing of tmsses. A seal on this tlra'wing or coverpaq e lisling[his tlrawing,
indicates acceptance of proTessionaf'enn ineering res onsbilitysoletyforlheAesi nshowa The swta6ility antl use o( this
tlrowing forany s[ructure is the responsi6diry of the BuiPding Designer per ANSI/7PI 1�Sec2.
Por more inlorma4on see ihis-ob's eneral notes a antl inese we�sites'. ITWOCG. vrnv.l�wK c m:iPC vmw.t 'mstoe �.SBGn: �w.wsecinaust .com;�CQ w.w. safe or
1a07-12103 Ply: 1 SEQN:83284 / TS / GABL Cusf.R2322 JRef: tV8c23220001
CORNEILAVENUEDUPIEX Qry: 1 FROM: DrvuNO�, 205.14.0842.0G217
� Page t of 2 RK I BM 07I2ai2014
�2_,'0 _150"B . I]'B"B i 30�gI21'0"0 �2d6"]5 F2_d�B F39�8 F ]29_'i
i']'1 � f<' :1•4• • �•�. ]• � 169 I'<' �1 I'8 9
58'11 G'P'10, Il'1'] . . IS'e"A �6'a'0 L190"8 30'94 2l'0! � ]5'8"8 , Ip�'B , A9'8
� 5'8'13 � 3'1'i�' $'1�"�]. i�.d. :�:a. . �.�. :�. . 1.�: ^1•1:9 •1�'] :�.�:
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Loading Criteria (psi) Wintl Criteria Snow Criteria (Pgpt in PSF) Defl/CSI Criteria •Maximum I�eactions(Ibs)
TCLL 20.00 Wind Sttl: ASCE 7-OS Pg 20.0 CC 1.1 CAT'.II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 90mph p(:�54 Ce:1.0 VERT(LL): 0.062 X 999 240 g 894 /17 /362 /- /263 I3.5
BCLL'. 0.00 Enclosure:Closed Lu'. - Cs'.not used VERT(TL)�. 0.130 X 999 180 qp 1519 /54 /514 I- /- /3.5
BCDL'. 10.00 Category:ll SnowDUratio¢ 1.75 HORZ(LL):-0.034T - - V 399 /- /196 /- /- /3.5
EXP:C
Des Ld: 40.00 Mean Height: 15.00 ft HORZ(TL)�.-0.071 T - - Wintl reactions based on MWFRS
NCBCLL:�0.00 Code I Misc Criteria Creep Factor'. 1.0 B Min Brg Witlth Req= t3
TCDL:6.0 psf A� Min Br Witlth Re 1.3
Sofft: 2.00 gCDL 6.0 psf Bldg Code: IBC 2006 Max TC CSi: 0 445 9 9-
Loatl Duration: 1.15 MWFRS Parellel DisC 0 to h/2 TPI Std. 2002 Max BC CSI; 0.773 V Min Brg Width Req= 13
Spacing:24.0" C8C Dist a'.328 ft Rep Fac;ors lJSetl:Yes Max Web CSI'. 0.446 Bearings.8,AD,8 V are a�rigid surtace.
LoC.from entlwall:Any FT/RT20(0)/0(0) Ma:imum Top Chortl Forces Per Ply(Ibs)
C 1.0 GCpi:0.18 Plale Type(s): Chords TenS.COmp. Chords Tens. Comp.
Wind Duration: 1.33 WAVE VIEW Ver: 13.02.08.031820
Lumber AtltlitionalNOtes A-B 33 0 L-M 125 -258
B-C 139 -113A M-N 194 0
ValueSe�:13B(Effective6/1/2013) SeeDN/GSA70015050109,G8LLETW02�2,& C-D 754 -935 N-O 200 0
Top chord 2x4 SP#2:T3 2x4 SP SS: GABRST050i 09 For gable wind brecin9 requirements. D-E 177 -846 O-P 183 �
:T42x4SPpt E-F 127 -340 P-Q 134 0
Botchord2x4SP#2:B22x4SPSS: F-G 135 -279 �-R 72 -246
Webs2x45P#3 G-H 759 -266 R-5 46 -265
Wmbervalueset"13B"usestlesignvaluesapproved H-1 172 -219 5-T 22 -29t
1/30/20136yALSC I-J 180 -241 T-U 0 -316
Bracing .1-K �57 -241 U-V 0 -341
K-L �35 -271
(a)Continuous lateral resVaint equally spaced on
member.
Maximum Bo[Chord Forces Per Ply(Ibs)
Plating Notes Chords Tens.Comp. Chortls Tens. Comp.
All pla�es are 1.SK4 exCept as noted. B-AG 872 -fi9 AB-AA 230 0
(")2 plate(5)require special posilioning.Refer to AG-AF 551 -58 AA-Z 233 0
scaletl plate plot tletails for special positioning
requirements. `�J��"",E„I����Uj� A6AD 138 -31 Y-X 2 5 0
`�t� �.� (� �Q� AD-AC 230 0 %-W 23G 0
Loatling �� y � +i AC-AB 230 0 W-V 238 0
Gable entl supPorts 8"max rake overhang. :�Q �V}S T�,3,.� �j ��I
Bottom chord checketl�for 10.�0 psf non-concurrent .`��, � � � � � Maximum Web Forces Per Ply(Ibs)
bottom chord live load applied per IBC-os section _m NO. FE1024132d� �,/�� Webs Tens Comp. Webs 7ens. Comp.
1607.
Truss designed for unbalanced snow loatls. � � STATE OF � y C-FG 134 -298 AN-A� 23 -160
AGE 480 -57 AO-AP 634 0
Wind � �h. �P ��I `� E-PH 159 -568 AQ-AT 28 -165
WindloadsbasedonMWFRSwithaddi�ionalC&C i � � ��+'�'�� AH-.41 1 -it3 AR-AS 665 -2
membertlesign. AH-AF 162 -4ffi ALAD 29 -�94
�/��� � AI-AJ 0 -85 AU-M 644 0
� HIHiI�\�`, ' AJ-AK 11 -106 M-AD 74 -867
o�izan_oia AK-AL �3 -109 AD-AV 144 -536
I-AL 117 -122 AV-AW 136 -487
"WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGi
"IMPORTANT" FURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS :T�`i��'�
Tmsses require eztreme care in fabricatino,hantllin9 shiPping,instaliirg antl bracing_ Reter to antl follow the latest etlition o(BCSI(Building gu ildin
Component Safety Information,�Y TPI and SBCA)foF safety prachces prior to pertorming these func�ions Installers shall prowde temporary g
6racing per BC51.Unless notetl otherwise,lop chord shall have pmpedy atlached structural sheathm9 and bottom chord shall have a property COfTI onents
atlachep riaitl ceJin0. Locations shown for permanent lateral resiramt of webs shall have braan9 installetl per BCSI sections B3,B7 or B�O, p
as apphcable. Appiy plates to each face oftmss antl position as shown above and on Ihe Joint Details. unless notetl othervaise. Refer to Grou
tlrawinqs 160A-Z for standard piate positions. P
ITW Building Componenis Group Inc shall not be responsible for an ceviation fmm this tlrawing,any Failure to builtl the imss in conformance
with ANSIITPI 1,or for handlinp shippinq installation antl bracing oYtmsses. A seal on this tlrawing or cover paqe listing this drawing,
intlicates acceptance of proTessionar'eny ineering respons�6ility solely for the tlesiq n shown. The swta6iliry antl ose of lhis
tlrawing Forany structure 6 the responsiblity of lhe Building Designer per ANSI/TPI T Sea2.
FOr more In10(ma�ion se¢Ihis bb's en¢ral nO�RS a antl t�ese wBb si�es'. ITWACG: nwu+.itwOC [ m;TPC www.t InstOr �,SBCA'. www.SbCintluS� .COm',ICG.w safe.or
�4��'iz�Q3 Ply: 1 SEON:83284 / TS I GABI Cust R2322 JRet iVBC23220001
CORNELLAVENUEDUPLEX �ry'. 1 FROM: DrwNa�. 205.14.U842D621]
� Page 2 oi 2 RK / BM 07I242014
NFAN 592 -31 AX-AY 132 -A89
AM-AF 96 -111 AZ-� 141 -516
AM-AO 7 -98 Q-AA 310 -69
AN-AO 587 -3t
Maximum Gable Fortes Per Ply(Ibs)
Gables Tens.Comp. Gables Tens. Comp.
F-AI 55 -6 AW-AC 36 -59
G-AJ 25 -69 O-AX 38 -55
H�-AK 6 -27 AY-AB 34 -37
AO-J 27 -143 P-AZ 34 -2
AP-AQ iB -9 Z-R 32 -46
K-AR 24 -46 Y-S 31 -35
AS-AT 2 -75 X-T 31 -37
L-AU 2 -52 W-U 33 -36
N-AV �2 -75
``\``,`��trtq E N�pr�''','�.
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L . STATE OF � r ti
il�,D � �P ���•�•`
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07/24/2014
"WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'" FURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS k"T�V�"���
7msses require extreme care in fabricatin�,handling shi�ping,ingtalling antl bracing.,Refer ro and follow the la�est edition of BC51(BUiltling Buildin
Component Safery Information,by TPI an SBCA)foi sa ety practices pnor to peROrmin9 ihese functions Installers shall provitle temporary g
bracmg per BCSt.Unless notetl otherwise,rop chord shall have pmpedy attachetl stmctural sheathin9 antl botrom chord shall havea propetly (,`Ofll onents
attachetl riqitl ceilinq Loca�ions shown for oermanen[lateral resiramt of webs shall have bracino installetl per BCSI sections B3,B7 or 810 p
as applicable App7y plates to each face of truss and position as shown above and on the JoinrDelails. unless notetl otherwise. Refer ro' GrO�
drewm9s t60A-Z for standard plate positions. p
ITW Building Components.Group Inc shall not be responsible for an tleviation fmm ihis drawing zny tailure to builtl Ihe iruss in cunformance
with ANSI/IPI 1,or for handlinp shippinq,installation antl brecing o�tr�sses. A seal on this drawing or cover paqe.listing this drawing,
intliwtes acceptance of protessionaf enq ineering resp onsibility solety for the desiq n shown. The swta6iliry and use of [his
tlrawing for any stmcture is[he responsibliry of the Building Designer per ANSIRPI T Sea2.
Formore�inmrma�ionseein�sjoo's e eraino�es a anninesewens��es irwaCG: �,.��x c m;rai�. �+�..w.i ms�.or �.socn� wwwsocmdus� . m�,iCC www csaie.or
1407-12103 Ply: 1 SEON:56226 / T19 /COMN Cusl:R2322 JRef. 1V8c23220001
CORNELL AVENUE DUPLEX Qy: 8 FROM: Drn�NO: 205.14D84208220
P RK / BM 07242014
959 106" 15'6'9 21'
5'S"] ' S'0"9 ' S'0"9 5'S'9 '
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ID"8, tOfi" 1.6.. 9' 10"8,
F" T 1�.6. 12�T 21. T -�
Loading Criteria (psq Wintl Criteria Snow Criteria (agpi In aSF� Defl/CSI Criteria ♦Manimum Reactions(Ibs)
TCLL 20.00 Wind Std� ASCE 7-OS pg:pO.0 Ct 1_i CAT_II PP De�lection in bc UdeFl L/N Loc R /U /Rw /Rh /R� !W
TCDL: 10.00 Speed: 90mph Ptt54 Ce:1.0 VERT(LL): 00271 999 240 g gq3 /25 /360 /- Ii80 /3.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs�.not used VERT(TLj: 0.056 I �J99 180 F 943 I25 /360 /- /- /3.5
BCDL: 10.00 Category:II Snow Duration; 1.�5 HOR2(LL): 0.013 H - - Wintl reaCtions based on MWFRS
Des Ld� 40.00 �P'� HORZ(TL)� 0.027 H - B Min Brg Widih Req= 1.3
Mean HeighC�5.00 ft F Min Br Width Re 1.3
NCBCLL: 10.00 Cotle I Misc Cnteria Creep Factor:1.0 9 9=
TCDL 6.0 psf Bearin s B&F are a ri id surtace_
Soffit 200 gCDL:6.0 psf 81tlg Cotle'. IBC 2006 Max TC CSI: 0.439 9 9
Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Sttl: 2002 Max BC CSI: 0.89�
Spacing:24.0" C&C Dist a:3.00 ft Rep Facbrs Used:Yes Max Web CSt: 0247 Maximum Top Chord Forces Per Ply(Ihs)
Loc.from entlwall:Any FTIRT20(0)/0(0) Chortls Tens.Comp. Chords Tens. Comp.
C 1.0 GCpi'.0.18 Plate Type(s)'. A-B 33 0 D-E 163 -913
Wintl Duration: 133 WAVE VIEW Ver: 13.02.08.031820 B-C 170 -1206 E-F 170 -t206
Lumber C-D t63 -913 F-G 33 0
Value Sef 13B(Eflective 6/L2013)
Mazimum Bot Chortl Forces Per Ply Qbs)
Top chortl 2x4 SP#2 Chortls TensComp. Chords Tens. Comp.
Bot chortl 2x4 SP#1 :82 2x4 SP#2:
Webs2x4SP#3 B-I 939 -51 H-F 940 -52
Lumber value set"13B"uses tlesign values approvetl I-H 940 -52
1/30/2013 by ALSC
Loading Maximum Web Forces Per Ply(Ibs)
Webs Tens.COmp. Webs Tens. Comp.
Boltom chord checked for 10.00 psf non-concurren� —
bottom chord live loatl applietl per IBC-06 section C-I i3A -318 I-E 134 -3�8
1607. D-I 634 -81
TNSS desi�ned for unbalancetl snow lo2tls.
WinO
Wind loatls based on MWFRS with atlditional C8C
member design. ``,`,�p1111E Ufq���''f
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07/24/2014
°WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DR4WING TO AlL CONTRACTORS INCLUDING THE INSTALLERS i�T✓�'
Tmsses require ezVeme care in fabncatin9,handling shi�ping,installing,and bracing. Reter to and follow ihe latest edition of BCSI(Building BUI�C�IfI
Component Safety Information �V TPI and SBCA)toF safery practices anor to pedorming these functions Installers shall provide temporary �i
braang oer BCSI Unless noted otherwise,top chord shall have propedy attached structural sheathmq and bottom Chord @hall have a pmoerly (,`011l onents
attachetl ri�id ceilin Locahons shown for permanem lateral restramt of webs shall have bracinq installetl per BC51 sectwns 83,B7 or 8t 0, P
as applicab'le. Appl�y plates to each face of tmss and positwn as shown above and on�he Joinl"Details, unless nOled otheiwise. Refer lo (i fOU p
tlrawings i60A-Z tor siantlartl pla�e positions.
INV Builtlina Components Group Inc.shall not be responsible for an deviation from this drewing,any faiNre to build ihe tmss in conformance
with ANSI/iYl 1,or for handlin❑ shippinq,installa�ion antl bracing o�tmsses. A seal on lhis tlrawing or cover paqe,lisling Ihis tlrewing,
intlicates acceptance o( pmTessionaf enqineering resPonsi6Jity solely for[he desiq n shown. The swta6ility antl use of this
drawing forany structure is ihe responsibliry of the Bui tlmg Designer per ANSIITPI T Sec1.
For more Inlormalion see�Ois-o0's e eral notes a an0�M1ese we0 siles' ITWBCG. wwr�.itwbc c m',TPC wwuv.l Insl or I SBCAI www.sbuntlus� .com�,ICCL www.lccsate.or