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HomeMy WebLinkAbout14060010 Truss Plans �(�(OC� C�C�\� �T�nn Grand Prairie �%�% 2820 N.Great Southwest Parkway Building Components www.ilwbcg.com Group Site lnformation: Customec KerkhoffAssociates, Inc. I JobNumber 1407-12103 JobDescnption: CORNELL AVENUE DUPLEX Address: City, State,Zip: Job Engineering Criteria: Design Code: IBC 2006 View Version: 13A2�.08.031820 JReI#: 1 VSc23220001 Wind Stantlard: ASCE 7-05 Wind Speed(mph): 90 Roo/LOad(ps�: 20.00-10.00-0.00- FloorLoad(pstJ: None 10.00 This package contains a job notes page, 32 truss drawings and 0 details. Item Seal# Truss Item Seal# Truss 1 205.14.0841.11290 A 2 205.14.0841.12500 Ai 3 205.14.0841.13600 A2 4 205.14.0841.14683 A3 5 205.14.0841.15867 B 6 205.14.0841.17340 B1 7 205.14.0841.18637 B2 8 205.14.0841.20423 C 9 205.14.084121800 C1 10 205.14.084123247 C2 11 205.14.084124780 C3 12 205.14.084126353 C4 13 205.14_084t28177 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 FD2 19 205.14.0841.38933 G01 20 205.14.084140460 G02 21 205.14.0841A2120 H01 22 205.14.0841.43760 H02 23 205.14.0841.45373 101 24 205.14.0841.47033 102 25 205.14.084148737 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 30 205.14.0842.06217 O 31 205.14.0842�.08220 P 32 205.14.0856.52960 R `````,�`����nE u�ui��f',''. `�.QQ'�Q-�G}5T ER�O O•�'A���:. L�' � =u� No. PEtQ201324 �� L a SiATE OF � y 07/24/2014 ~ � /'�'b 1 �P ���i�w \ ♦ /�'�� IIIIIN���`� Printed 7I24I2014 8�.57:09 AM 1407-12103 Ply. 1 SE�N:83318 ! T2 I G�BL Cus['R2322 JRef: 1VBC23220001 CORNELL AVENUE DUPLEX p�y�, p FROM�. DrwNO: 205.1a.0841.11290 A RK I BM� 07I242014 PB"2 4'0"2 5'4"2� 6'8"2, B'0"2. 9'4"2 i 10'8"2. 13'4"4 i 2.8..z -f- P4•.-i- T4��'- ��q�. � ��4�, � ��q., ��q„ � Z.g,.2 � F-4X4 � � 1 12 D �� ��H e � / {� �� P C/ I =2.SX41A1) � �=25X4(A1J B �. n J � A � ;; E r ������ � �� ///// �//%I \1 -'- R Q P 0 N M l , 13'4"4 , �a�_e z.e..z T ��q..J ��4. ��4. �.4,. ��4.� L ra��_ ra��i ,m��el � 29•�2 4�0,2 .S�G.�2, 6,8,.2� 0,0.,2� g�q.,2' 1�'8"2 �3'4"4 Loatlinq Criteria r,psp Wind Criteria Snow Criteria(PgPt in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs�,or'=PLF TCLL' 20.00 Wind Sttl: ASCE 7-05 Pg:20.0 Ct 1.1 CAT'.II PP DeFlection in loc L/deFl L/# Loc R /U l Rw I Rh I RL /W TCDL: 10.00 Speed' 90 mph Pf'. 15.4 Ce: 1 D � VERT(LL)�. 0.000 L 999 240 �� g3 ./3� /30 I- /9 I 160 BCLL' ODO Endosure:Closed W'�. - Cs:not used VERT(TL): 0.001 L 999 180 Wintl reactions basetl on MWFRS BCDL: 19.00 Category�.II Sno�N Duration:�1.15 HORZ(LL):-0.001 C - - B Min Brg Widih Req= - Des Ltl: 40.00 EXP:C HORZ(TL):-0.001 D - Bearing B is a rigitl.sudace. Mean Height: 15.00 ft NCBCLC:�10.00� Code/Misc Criteria Creep Factor 1.0 TW L'.6.0 psF Soffit 2.00 BCDL'6.0 psf Bltic Code: IBC 2006 Max TC CSC� 0.078 Maximum Top Chord Forces Per Ply(Ibs) Load�Duretion�. 1.�5 MWFRS Parellel DisC 0 to h/2 TPI Sttl: 2002 Max�BC C51'. 0.049 Chords Tens.Comp. Chortls Tens. Comp. Spacinq 24D" C8C Dist a:3.00 fl Rep Factors Used:Yes Max Web CSI: 0.032 q_g 33 0 F-G 98 -42 Loc.trom entlwall'.Any FT/RT20(0)/0(0) B-C 23 -65 G-H 64 -44 I'.t0 GCpi'.0.18 Plate Type(s): C-D 33 -47 H-I 54 -59 Wi�d Duration:1.33 WAVE VIEW Ver:13.02.08.0318.20 D-E 64. -38 I-J 66 -85 Lumber E-F 98 -42 J-K 33 0 Value SeC 136(Effective fi/V2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP k2 Chortls Tens.Comp. Chords Tens�. Comp. Bot chord 2x4 SP#2 Webs2x45P#3 g-R 78 -35 O-N 83 -39 LumCer value set"13B"uses desigmvalues approvetl R-O 81 -37 N-M 82 -39 1/30/2013byALSC' Q-P 82 -38 M-L 81 -39 P-O 83. -39 L-J 78 -40 Plating Notes All platesare t5X4 except as noted. Mazimum Ga61e Forces Per Ply pbs) Loading Gables Tens.Comp. Gables Tens. Comp. Bottam chord checked for 10.00 psF non-concurrent C-R 61 -�122 N-G 43 -96 bottom chortl.live load applied per IBC-06 Seclion D-Q 38 -72 M-H 38 -72 1fi07. E-�P 43 -9G L-I 6� -122 Tms=.designetl for unbalancetl snow loatls. F-O 4 -82 Wlintl loads basetl on MWFRS wilh atlditional C&C `���R�r��u1 E�+'�r'f�r��/r� memberdesign. 4� �� � Q �1, r AdtlitionalNOtes '�� ��(�357��,�OS.fy�' see�wcsniooisosoios,ca��ETiNOZ�z,B `� Na. PEia26i32A r � GABRST050109 for gable wind bracing requirements. ,�",O� C/1� Y + STATE t]F + ± � /,'�b I � �P ���tiw � 1 ♦ f���� f � � � �111111�1�� `. 07/34/2014 `"WARNING' REA�AND FOLLOW ALL NOTES ON THIS DRAWING! � - ii �'IMPORTANT° FURNISH iHfS ORAWiNG TO ALL CONiRACFORS WCLUDING THE INSTALLERS e�� L��� Truss=_s require extreme care in fabricatin ,handlinp�shi ping,installing antl bracing. Reter ro antl follow Ihe latest edition of BC9(8uiltling guildin Gomponent Safery Information,by TPI an�SBCA)fo}sa�ty pranices priorto pertorming these functions Installer5 shall provitle temporary g bracing per BC51.Unless noted otherwise.top chord shall have pmpedy attached structuralsheathing and boflom chord ghall have a properly (�,Ofll onents attached n id�ceilinq Locations shown for permanen�lateral reslramt of webs�shall have bracmg mslalled per BCSI sectiors 83,67 or B10, p as�applicab�le Appiy�lates to each face of tmss and posilion as shown above and�on�he JoinCDe�ails, unless noted otherwise. kefer to Group drawings 160A-Z for s andard plale posi�ions. ITW Building Components Group Inc shall not be responsible for any deviation from this.tlrawing.any faiWre to builtl Ihe truss in conFOrmance with ANSI/7YI 1,or for handlinq.shippinq,installation and bracing of_trusses. A seal on this drawing or cover paqe_listing this drawin9, indicates acceptance of protesswnaf enq ineering re@ponsihility solety fm the desiq n showa The swta6ihty�and use of this drawing(or any struciure is the responsibliTy of the Building Designer per ANSIITPI T Sec2. Formo�elniormationseetbisbb's e era�notes a anatFesewebsi�es�. ITWBCG��w✓w.itwbc c n�,TPC www.� inslor �.�SBCn� www.socinause r m�.iCC: wwwccsafeor 740�-12103 Ply: i SEQN_56264 / T7 / COMN CusC ft2322 JfteE iV8cZ3220004 CORNELLAV[NUGDUPIEX p(y�, q FROM�. DrwN¢ 205.14D841.12500 A� RK / BM O�I2412014 6'8"2 �3'4"4 � fi�8•�2 � b,B�•z � �=4X5 � � T // /\\ 12 �� � � � ��� � � m � o ° � � � �� =zsxa�c,i) � —zsxa(A�) B � � _�� � � 1 -� A E � ///15�4 ���.SK4 � 1_ �10"B 47"1 4'T'3 47"1 �0"8� � 4.�..� i g�9��3 �i4"4 °�_ l Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in P5F) DefIICSI Criteria ♦Maximum Reactions(16s) TCLL. 20.00 Wintl Std: ASCE 7-05 pg:p0.0 Ct:1.1 CAT:II PP Detlection in loc L/defl U# Loc R /U I Rw /Rh I RL /W TCDL: t0.00 Speed: 90 mph Pf:15.4 Ce: 1.0 VERT(LL): �0.007 F 999 240 g 621 I 18 1243 I- /123 /3.5 BCLL�. 0.00 Endosure:.Closed Lu: - Cs'.notused VERT(TL): 0.014 F 999 180 D 621 I�18 /243 I- /- /3.5 BCDLI 10.00 EXP9Cry� I Snow�uralion'. 1.15 HORZ(LL)'. 0.004 F - - Wintl reactions based on MWFRS Des Ld�. 40:00 HORZ(TL)�.A.009 G - - e Min Brg Widih Fteq= 93 Mean Height 15.00 fl NCBCLC �0.00 Code/Misc Criteria Creep Facror. 1.0 D Min Brg Width Req= 1.3 TCDL-.6.0 ps( Bearin s B&D are a ri i Soffit: 2.00 gCDL'.�6.0 psf Bidg Cotle: IBC 2006 Max�TC CSP. 0.615 9 . g d surface. Load Duration:L15 MWFRS Parellel Dist:0 to h/2 TPI Std 2002 Max BC CSP. 0293 Re Factors Usetl:Yes Max Web C51�. 0.077 Maximum.Top Chortl Forces Per Pty Qbs) Spacing:24.0" C&CDista:3.00ft P Chortls Tens.COmp. Chords Tens. Comp. Loc.from enOwalC Any FT/RT20(0)/0(0) I:1.0 GCpi:0.18 Plate Type(s): A-6 33 0 C-D 105 -694 WindDuration:i.33 WAVE IVIEWVer: 13A203.031820 B-C �OS -694 D-E 33 0 W m6er Value Sel��3B(Effective 6/1I2013) Maximum eot Chord Forces Per Ply{I65) Top�tliortl 2x4 SP#2 Chords Tens.Comp�. Chords Tens. Comp. Bol chortl 2x4 SP#2 B-G 491 0 F-D 491 0 Webs 2x4 SP#3 G-F 441 0 Wmber value set"�3B"uses design values appmved V30/2013 by ALSC � Maximum Web Forces Per Ply(Ibs) Loadinq Webs Tens.COmp. Webs Tens. Comp. 6ottom chard checked for 10.00 psf non-concurrent G-C 202 0 C-F 202 0 bofrom chord�live ioad applred per 16C-os section 1607. Truss tlesigned for un6alancetl snow loatls. Wind Wintl loatls basetl on MWFRS wilh atltlilional C&C member deslgn. `���tianuu�iiuy��, ♦��,;Y�`� � . '+ J,���i '����4-�G,STF�`O �f?rz : �m HP. �e�a�a�s2a� �,,_ r . srnz�o� t . M r i�'`O � �p, �t,r�� � 4` � i���,� I � - r � nH7.+�lt�y;`' 07/24/2014 "WARNING° READ AND FOLLOW ALL NOTES ON THIS DRAWINGI p "IMPORTANT" FURNISH THIS ORAWING TO ALL CONTRACTORS INC�UDING THE INSTALLERS �T��j Tmsses require ex(reme care in fabricatin�,hantlling shippin9,ins�alling antl bracing. Refer to antlT011ow the latest edition of BCSI(BUiltling BUI�C�Iflg Component Safery Informahon,bY TPI an SBCA)foF safety pracLCes prior to pertorming[hese Functions Ins[allers shall pmvide temporary bracing per BCSI Unless notetl otherwise,top�chord shall have pmperly attached stmcWral sheathma�and boftom chord shall have a pmPedy (�,OITI onents attachecl rioid ceilinv. 'Location5'shown for oermanent lateral re<_traint of webs shall have bracino inslalled per BCSI seclions 83 B7 or 810, p as ap�licable Appiy plates to each face oftruss and position as shown above and on the JoinfDetads, unless notetl otherwise. Refer to Group drawmgs 160A-Z for siantlard plate positiuns. ITW euilding Components Group Inc shall not be responsible for an��deviaiion from ihis drawin9,any faiWre to builtl the truss in conformance wi�h ANSVIPI T or for handlinp,shippin �,installatio,n and bracing o �russes. A seal on[his tlrowing or cover paq e.lis[ing Ihis tlrawing, indicates acceptance of prolessiona�Y en�ineering res�qnsibiliTy solety for the tlesiq n.shown. The suRa6ildy and use of [his drawing for any stmcture is Ihe responsi6i ity of[he Bw tlmg Designer per ANSI/TPI T Sea2. Fo�mo-e'�nmrmaiion see�n�s-oe�s e erai noies a e a�a�nese weo siies�. irweCG www.�iwec .c m:rar. �,.� '�nsi or :secn� �secinausi . m�,iCO. w csate.or 140]-12103 Ply: 3 SEQN'56269I T10 /COMN CusCR2322 ,IRehiVec23220001 CORNELLAVENUEDUPIEX pty: 1 FROM: DrwNa: 205.140841.13600 Az ftK I BM 0]/24I201A � —`--� 3 Complete Trusses Requiretl 3'9"�2 6'8"2 9'6"8 13'4"4 � 3•9,•12 � 2'10.6 T 2�10•.6 � 3•� ��1114X5 I \ �� �3X6 �� � 8 � � B�/� � D�3X5 !�\ � �� � � =3X8(B1)� � �� �/� ��_�8(Bi) °�� LJ` �J � � H G F �� 1113X8 =5X] 1113X8 �3�8„ a.p:.z a.p..z 3.8.. • 3,8•, i 6.e..z �.e..4 � 13.4..4� Loaainq Criteria(psp Wind Criteria Snow Criteria (PgPi in PSF) DeFlIC51 Criteria ♦Maximum Reactions(Ibs� TCLC 20.00 Wintl�Sfd: ASCE 7-OS Pg�:20.0 CL 1.1 CAT',II PP DeBection in loc UdeFl L/# Lac R /U /Rw /Rh /RL /W TCDL: 10.00 Speetl' 90 mph Pf:15.4 Ce�. 1.0 VERT(�L): 0.042 G 999 240 q 6888 I t85 /- I- Enclosure:.Closetl /- /3.5 BCLL: 0.00 Lu'. - Cs'.notused VERT(TL)�. 0.083 G 999 �80 E 7032 I188 I- /- /- /3.5 BCDL� �0.00 Category'II Snow Duretion:1.15 HORZ(LL)'. 0.014�B - - Wind reaclions based on MWFRS Des Ltl' 40.00 EXP�.C HORZ(TL): 0.028 B - A Min Brg Width Req= 2.3 Mean HeighC 15.00 ft E Min Br Witl(h Re NCBCLC �0.00 Code I Misc Criteria Creep Factor.�.0 9 9= Z_3 TC�L'.6.0 psP Bearin s A&E are a ri id surface. SoffiC 2.00 gCDL�6.0 psf Bldg Code: IBC2006 Max TC CSC 0.�95 9 9 Loatl Duration: 1.15 MWFRS Parallel DisC 0 to h/2 TPI Std'. 2002 Max 8C CSI�r 0.380 Maximum To Chortl Forces Per PI Ibs Spacing:24.0" C8C Dist a:3.00 ft Rep Factors Usetl:Yes Max Web�-0SI: 0.886 Chortls Tens Comp. Chortls Tens. Comp. Loc.Bom endwall-.Any FT/.RT20(0)IO(0) I'.1.0 GCpi:0.i8 PlateType(s)' A-B 82 -2863 C-D 59 -2020 Wintl Duration'. 1.33 WAVE VIEW Ver��3.02.08.031820 B-C 59 -2020 0-E ffi -2856 Wmber Value'SeC�30(Effective 6H/2013) Maximum Bot Ctiord Forces Per Ply(16s) Top chord 2x4 SP#� Chords Tens.Comp. Chords Tens. Comp. BoYchard 2x6 5P S5 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 design valuesapproved 1I30p013 by ALSC Maximum We6 ForcesPer Ply(Ihs) Nailnote Webs Tens.Comp. Webs Tens. Comp. NailSchedule:0.�28"x3",min.nails H-8 965 -11 G-D 25 -869 TopChord. iROw@1200"o.c. 8-G 25 -876 D-F 958 -�1 Bot Chord:'2ROws @ 3.00"o.c.(Each Row) C-G 2139 -45 Webs : 1 Raw @ 4"o.c. ftepeat nailing as each layer is zpplied.Use equal spacing between rows antl stagger nails in each row to avoid splitling. Special Loads ,�t,����pc�����it�' TGFromer64plfat i.16.fi81�o1e64rplfa�-,.838 ..��,,��r�` L 'Q�,��i BGFrom tOpl(al O.ODto '�Oplfa� 13.35 yw�Qi k645T��, � ��- BC� 7647 1b Conc Load at 075,275,475,675 � � 4 � "� � 875.10J5,�275 �� �.:L� � " Y.. �m No. PEi020132A S vi; Wind � y wind ioads and reactions based on MWFRS. � + 5T.4TE OF � s . . -o � �Nb � . ��, &,�t��`�� ��a-`ti> �rr4 f `� + u��rri"'�� 07/24/20I4 "WARNING" READAND FOLLOW ALL NOTES ON THIS�RAWINGI � ^IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS CTL���' Trusses require extreme care in fabricatinp handlinp shipping installing antl bracing. Refer to antl follow(he latest etlition of BCSI(Builtling BUI�C�1Il Component Safety Informatlon,bV TPI and'SBCA)fobsafety practices prior to pertorming these�functions Installers shall pmvide lemporary g braang per BCSI.Unless notetl otherwise,top chord shall have properly attachetl simcWrel sheathinq and bottom chord shall have a property attachetl riqitl ceilinq Locations shown for ermanent lateral restra�nt of we6s shall have bracinq�nnslalletl per BCSI sec�ions B3,87 or B10 Components as applicable Appiy plates toeach face o�truss antl postlion as shown above and on ihe JoinfDetails. unless noted otherwise. Refer ro� drawings i60A-Z for standard plate positions�. GrOU�1 ITW Builtlinq Components Group Inc.shall not be responsible fcr any deviation from this drawing,any faiWre to build Ihe truss im m�formance with�NNSIITPI i,or for hantllinq,shippinp,ins�allation antl bracmg of imsses..Aseal on this drawing or cover pag e listing Ihis drawing indicates acceptance of pm7essionaf enq ineering�responsihility solety forthe desiu n shown. The swta6ility antl use of this. tlrawing4or any structure is the responsib�lity o(the Builtling Designer per ANSIITPI TSea2. For mwe�mro�mation see tM1ls-ob's enerai moes e ena inese web si�es ITWOGG�. www.invoc c m�,TPi� vm�w.t�ns�or:SBCn� wwwsocindust . m_ICC_www.lccsa�e or 140�-12103 Ply: 3 SEQN:83321 I T35 I COMN Cus�:R2322 JRef: 1VBC23220001 CORNELL AVENUE DUPLEX Qry: t FROM: �iwNO'. 205.14 0841.14663 A3 RK / BM 07l242014 - , 3 Complete Trusses Required I 3'9"10 6'e"2 9'6"0 13'4"4 3'9"10 � 2'�Ofe ' 2'10•'8 '3'9"�2 �� �III4X5 _t_ � 12 // \ 8. �,�i�3X5(") / � D�3X5 � / � �� � � =3XB(81�q � � � _�e(Bi) � _ � i � _ iJ 1 H G F � 1113Xfl °SX7 1113X8 I_ 3'B" i 3'0"2 3'0"2 �3'e" � ♦ 3.8. -i fi.B.�z � 9.B..y i 13�y..y ♦ Loading Criteria (psf) Wind Criteria Snow Criteria(agprn PsF) �efllCSl Criteria ♦Maximum Reactions(Ihs) TCLL'. 20.0� WindSttl: ASCE 7-OS Pg 20,0 Ct 1.1 CAT'.II PP�eflection in loc LIdeFl LI# Loc R /U I Rw /Rh /RL 1W TCDL'. 10.00 Speetl'. 90mph p(:754 Ce: 1.0 VERT(LL): 0.042G 999 240 q 6702 /182 /- /- /- /3'S BCU_: 0.00 Enclosu�e:Closetl �u'.�- Cs:'notosed VERT(TL)�. 0083G 999 180 E 7218 H91 /- /- /- /3.5 BCDL: 10.00 Category'.II SnowDuration: 1.15 HORZ(LL)�. OA�4 B - - WindreactionsbasedonMWFRS Des Ld' 40.00 EXP:C HORZ(TL): OD28 B - - A Min Brg Width Req= 22 NCBCLL�10.0� Mean HeighC 15.00 R� Cotle/Misc Criteria Creep Factor:1.0 E Min Brg Witlth Req= 2.4 TCDL 6,Opsf Bearin s A 8 E are a ri Soffi�.: 200 BCDL 6.0 psf Bldg Code'. IBC 200fi Max TC CSI: 0.�94 9 gid surface. Loatl Duration: 1.15 MWFRS Parellel Oist:0 ro h/2 TPI Std: 2002 Max BC CSC 0.394 Maximum To Chortl Forces Per PI 16s Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes. Max Web CSI'. 0.883 P Y� � Loc.fmm entlwall:Any FTIRL20(0)/0(0) ChordS Tens.Comp. �Chortls Tens. Comp. Ct0 GCpi'.0.18 PlateType(s): A-B 82 -2869 C-D 59 -2014 Wintl Duration:1.33 WAVE VIEW Ver 13.02.08.031820 B-C 59 -2015 D-E 82 -2846 Lum6er Value Set: 13B(Effective 6/V2013) Maximum:Bot Chortl-FOrces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chards Tens. Comp. Bat chord 2x6 SP SS A-H 2376 -65 G-F 2329 -64 Webs2x4SP#3 H-�G �2350 -64 F-E 2355 -64 Lumber value set"138"uses tlesign values appmvetl 1/30/2013 by�ALSC - Maximum Web Porces Per Ply(Ibs) Nailnote Webs Tens.Comp. Webs Tens. Comp. Nall Schedule:0.128"x3",min.nails H-8 979 -11 G-� 25 -�0 Top Chord:1 Row @12.00"o.c B-G 25 -887 0-F 954 -1� Bot Chord�2 Rows @ 3.00"o.c(Each Row) C�-G 2132 -45 Webs : i Row @ 4"o.c. Repeat nailing as each layer is applietl.Use equal spacing between rowsantl stagger nails in each mw �o avoid splitling. Special Loatls t,t�K�M[�-a����++ "7C(Fmm r fi4Plfa[-1.10.00toe 64rplfat-,.1668 `L��V,`�� c • •rftr��ii TG Fmm 64 pl(at 6.68 to 64 plf at 13.35 �t `v ����'�h+��}.n�! BGROm i�plfat OOOto 10pltat t3.35 ���`<������Fi'� q'f��� BC-1847 Ib Conc Loatl at 0.94,2.94,4.94,6.94 � �5 {k' � '� Y 8.94,10.94�,1294 4 L,� j �^' . .,� i No.!�E1D2�1i324 v�� Plating Notes (")t plate(s)require special positioning. Refer to r + STATE OF ♦ � scale]plate plot tletails for special positioning '+ /�4 �F .�` requirements. r D ( � yw � � t� Wind � ( r� Wind loatls and reactionsbasetl on MWFRS. 't��[( � ������1i5��` `�.---} 07/24/2014 "WARNING" READ AND FOLLOW ALL NOTESbN THIS DRAWING! p/��� '"IMPORTANT^ FURNISN THIS ORAWING TOALL CONTRACTORS WCLUDING THE WSTALLERS k�TL%J Tmsses require exireme care�in�abricatin9,hantllinq shioping,installing and bracin9. Refer�o antl follow the Ia�eSt edition of BCSI(Building BUI�C�111 Com,ponent Safery InFOrmation,bv TPI and SBCA)fo'r safety practices pnorto pertorming these func0ons Installers shall provide temporary g bracin3�oer BCSI.Unless notetl otherwise,lop chortl shall have pmpetly atlached structural sheathmo and bottom chord shall have a prooerly (�,OOI onents attached rigitl ceilinq Locations shown for permanent lateral restremt.of webs shall have bracmq mslalled per BCSI sections 83,B7 or 810 p as applicable. Appiy Dlafes to each face o(tmss antl position as shown above antl'on the JoinCDetails, unless notetl otheiwise. keter to� (jrOU tlrawin9s 160A-Z ior stantlard plate positions. p IT,W Building Componen(s Group Inc shall not be responsible(or any deviatlon Bom thls drawing,any failure to build the truss ln conformance with ANSIiTPI i,or for handlinq shipping,'installa�ion and bracin3 ot.trusses. A seal on this drawing or coverpaqe,listing this tlrawing, intlicates acceptance of professionaf enq ineering resuqnsibility solety forthe tlesiq n shown. The swta6ility antl use of th�s drawing for any structure is the respons�blity of the Bwlding Desiqner per ANSI/TPI T Sea2. FormorelnPormalionseeinis-ob's e eralnotes a andihesewensites: ITWBCG wmvltwbc c m:TPI� www.� Instor �,SBCA: wwwsbcineust . m�,ICG www csafe.or 140�-12103 Ply: 1 SEQN:56275 / T6 / GABL Cusl:R2322 JReL�V8M3220001 CORNELLAVENUEDUPLEX �(y. 2. FROM-. DewNO'. 205.1408A1.15867 B RK / BM O�124/2014 , Z . 3'4", 0'B", fi' , I'0" , B'8", 10' , 11'A"i 12'B", 19' , 15'A"i 1J'd" , � 2� i �.Q.T ��p, i ��Q.� 1�4,� 14.i�Q.i �.Q.T �.^.� �.q.i �iq,T ?T� �=9X4 T �\ / 1 B � �� ���N. � E G� L r �/ M � -2.5X41��� � =2.SX4(Ai) �_ � ���/��' % / / / / / / / / / / I \lO 1 Z Y X W V ll T 6 R � P IPC, 10"B� P 1.a.: 1.G ya„ �,Q. �,Q. �,q. �.Q. ��Q, py�� �.Q. 2. �" i 2, i 3.q.T Q,g.� 6, i 7,Q„� g,g.� �p. � ���q;,F' t2B"� td' ' 154"' tJ4„'1 �1D"8J Loading Criteria(vsp Wind Criteria Snow Criteria(PgP���n aSF� Defl/CSl Cri[eria ♦Maximum Reactions Qbs�,or'=PLF TCLL 20.00 Wintl Sttl: ASCE 7-05 pg.p0.0 CC i.t CAT-:II PP Deflection in bc L/tleFl L/# Loc R /U /Rw /Rh /RL /W TCDL'. 10.00 Speed' 90mph PE�154 Ce:1.0 VERT(LL): 0:000 H 999 240 N' 91 /2 /30 /- /9 /207 BCLL: 0.0o Endosure:Closed Lu: - Cs�.notusetl VERT(TLy. 0�.0011 999 �80 Wind�reactionsbasedonMWFRS BCDL �0.00 Category:II Sncw Duration:t�5 HORZ(LL):-0.001 D - - B Min Brg Widih Rep=�� - Des Ld: 40.00 EXP:C H012Z(TL):-0.002 F - Bearing B is a rigitl suAace. Mean Heighf. 15.00 k NCBCLL: 10.00 Code I Misc Criteria CreepFactor'1.0 TCDL 6.0 psf SoffiD 2.00 gCDL:6D psf Bltlg Code�. IBC 200fi Max TC CSI' 0.078 Maximum Top Chortl Forces Per Ply(Ibs) Load Duration: 7.15 MWFftS Parallel DisC 0 ro h/2 TPI Sttl: 2002 Max BC CSI: 0.02fi Chords Tens.Comp. Chords Tens. Comp. Spacing 24.0" C&C Dist a'.3.00 ft Rep Factors Usetlt.Yes Max Web CSI'. 0.075 q_g 33 0 H-I 118 -37 Loc.from entlwall:Any FT/RT20(0)/0(0) B-C 29 -57 I-J 86 -42 I'. 1.0 GCpi�.0.18 Plate Type(s): C-D 25 -37 J-K 66 -58 Wintl-0uretion:1.33. WAVE VIEWVer:13A208.031820 D-E 23 -33 K-L 72 -74 Lumher E-F 54 -30 L-M 79 -90 Value Set 13B(EfteIXive 6/1/2013) F-G� 86 -28 M-N 83 -109 G-H 118 -37 N-O 33 0 Top chord 2x4 SP#2 Bot chortl 2x4 SP#2 We6s 2x4 SP#3 Maximum Bo[Chortl Forces Per Ply(16s) Wmber value set"138"uses design values approvetl Chords Tens.Comp. Chords Tens. Comp. 1/30/20�3byALSC B-Z 91 -42 U-T 97 -47 Z-Y 93 -44 T-S 96 -48 Plating Notes Y-X 95 -45 S-R 96 -48 All plates are�1.5X4 except as noted. X-W 96 -46 R-Q 95 -48 W-V 96 -47 Q-P 93 -48 Loading V-U 97 -47 P-N 91 -49 Botiom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBGO6 section Maximum Gable Forces Per Ply(Ibs) 1607. Gables TenS.COmp. Gables Tens. Comp. Tmss designetl for unbalanced�snow loatls. \q111Cililit C-Z 44 -85 T-I 38 -164 Wind �\��`'� L . ,��r�I��fir �E.-X 38 -84 R-K 38 -BA Wind loads basetl on MWFRS wi�h atlditional C&C ♦ membertlesign. � ������,�.M `r'(�}r�ir F-W 40 -83 Q-L 38 -83 !Q J�Cy���r�l�r � �i G-V 38 -104 P-M 44 -85 Additional Notes ;��r�-� �b 'f3'�' H-U J -t05 See�DWGSAi0015050�09,G6LLETIN0212,8 �+ + GABRST050109forgablewindbracingrequirements. �m N4. pE���Q�$�Q Cfl �,± ^ . � ST.4TE f1F � � �. � �� i ��yQ � �yp• ��A�� r y `�L ,+t�rd/ iti�t�* ''� ie��r 07/24/20I4 '"WARNING° RFAO AND FOLLOW ALL NOTES ON THIS DRAWING! �-�; "'IMPORTANT^ FURNISHTHISDRAWINGTOALLCONTRACT�RSINCLUDINGTNEINSTALLERS df '��Y�'� Tmsses require extreme care in fabricatin ,handling shipping,installing and b�acing..Refer�o antl follow the latesl edition of BCSI(BUiltling BU1�(1117 Componen[Safery Informahon,bv TPI an�SBCA)fo�safety practices prior ro performing these Nnctions Ins[allers shall provide temporary �i bracing per BC51.Unless notetl otherwise�op chord shall have pmpedy attachetl structural sheathmQ andbottom chord shall have a pmpetly COITI onents atlachetl npld ceilinq Localions shown foi permanent Iateral.resVamt of webs shall have braang inslalled per BCSI sectlons 83,87 or B�0 p as applicable Appiy lates to each face of truss and position as shown above and on the Joint Details, unless noted othervdse. Refer to' (iYOU tlrawmgs ifiOA-Z for s�antlartl plate postions. p ITW 6uildin9 Components Group Inc.shall not be responsible for anY deviation(rom this tlrawing,any failure ro build�he�tm=s in conFOrmance wdh ANSI/fYl �,or for handhnq�shippinp,installation antl bracing ot.tmsses. A seai on Ihis tlrawing or cover paqe.listing this tlrawing, indiwles acceptance of pmiessionaf enn ineering resuonsbility solely forthe desi n shown. The swta6ility and use of this tlrawing�for anystructure�s the responsibliry o/the Building�Designer per ANSI/TPI i Sec.2. Por more MformBlion see tOrs�ob's e erel notes a antl iM1ese web sites�. ITVJBCG' nrvvw.liwbc .c m:TPII � nstor ',SBCH_wvrx,sbontlu5t . n�,ICC_w csale.or 140742103 Ply 3 SEQN:�83326 / T25 JCOMN GusLR2322 JRe1�. 1VBC23220001 CORNELL AVENUE DUP�EX pty. 1 FROM: DrwNO: 205.14 0841.113a0 B1 RK / BM 0]/2a/2014 3 Complete Trusses Requiretl 4'9"11 8'8" 12'6"5 1]'4.' i 4,9,�11 ' 3'10��5 � 3�10��5 � 4.9�.�� i � 1114X6 i� r � 12 �4X8 0 � �� � ��4X8 m_ � � /j- � =ax5(C3) � � W�/ \ -4X6(G31 / � � —4X6 ��< i i . �3X5(°) _ � L '—' IJ � 1113Xj0 =6X8 1113X10 av°is aro°i a�o°i avis t' 4•]•15 � 8•8�• I iP8"1 1]�4�� Loading Criteria (psp Wind Criteria Snow Criteria�Pg,ann aSF� DeFlICSI Criteria ♦Maximum Reactions Qbs) TCLL 20.00 Wind Std' ASCE 7-05 Pg.p0.0 Ct 1.7 CAT'.II PP Deflection in loc L/tlefl L/# Lac R /U /Rw /Rh /RL /W TCDC 10.00 Speetl: 90mph p(: �54 Ce'. 1.0 VERT(Ly: 0.078 G 999 240 A 9539 1254 /- EnGOSUre:Closed �- �- /3.5 BCLL 0.00 Lu: - Cs:notused VERT(TL): 0.�54G 999 160 E 93551249 /- /- /- /3.5 BWL �ODO Category'.II Snow Duration: 1.15 HORZ(LL): O.OD 6 - - Wind reaClions based on�MWFRS Des Ld: 40.00 EXP�.C HORZ(TL): 0.053 B - - A Min Brg Witlth Req= 32 Mean Heigh[ 15.00 ft E Min 9r NCBCLC 10.00 � Code I Misc Criteria Creep factoc 1.0 g Witlth Req= 3.1 TCDL:6.0 psf Bearings A&E are a rigid surtace. SoHR: 2.00 gCDL 6.0 psf Bldg Code: IBC 2006 Max TC CSI:' 0.376 Load Duralion: L15 MWFRS Parellel Dist 0 to h2 TPI Std 2002 Max BC CSL �.594 Spacinq 24.0" C8C Dist a.3.00 ft Rep Factors Used�Yes Max We6 C51: 0739 Maximum Top Chord Forces Per Pty(16s) Loc.from entlwall'Any FT/RT'20(0)/0(0) Chords Tens Comp. Chortls Tens. Comp. I'.1A GCpi:O.ie Plate7ype(s)'. A-B �21 -43G7 C-D 8� -2827 WintlDuration:t33 WAVE VIEWVer: 13.02.06.031820 IB-C �8� -2827 D-E 193 -4020 Lumber Value Set: 138(EHective 6/1I2013) Maximum Bo[Chortl Forces Per Pty(Itis) �TOp chortl2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. BotChard2xfiSPSS A-H 36�8 -9fi G-F 3302 -89 Webs2x45P#3:W32x4SP#2 H-G 3582 -95 F-E 3330 -90 WmCer value set"13B"uses tlesign values approved 1/30/2013 by ALSC Mazimum We6 Forces Per Ply(Ibs) Nailnote Webs TensAomp. Webs � Tens. Comp. Nail Schetlule:0.i28"x3",min.nails H-B 1752 -25 G-D 35 -1230 Top Chord:1 Row @ 12.00"o.c. B-G 42 -1586 D-F 133fi -16 Bot.Chord 2 Rows @ 250"o�.a(Each Row) C-G 3012 -63 Webs : i Row @ 4"o.c. Repeal nailing�as each layer is applied. Use equa6 spacing behxeen mws antl staggernails in each row to avoitl splitting. Special loads ,*ti���l��NII/rI+�J -----(WmberDUr,Fac.=�.15/PlateDucFac.=�.15) �\� ,,� E �/* 7G From 64 plf at 0.00 to 64 pif at 8 67 <'��� �Yy /� 'r�i�, TG Fmm 64 plf at 8.67 to 64 pif al 17.33 *e�` �V�' G�� � ���r BGFrom 10plfat OOOIO 90plfat t733 ����61"�� F �"�'� BC-1518 Ib Conc Load at 075,275 ; rC' Q• d BC-1636 Ib Conc Load at 4.06 W� " ,��. ea iens m cor,�. �oaa a� a.�s,s.�s,e.�s,io.�s �m Ha. PE102€it 32d�a �: iz.�s,�a.�s.is.�s — .�". � STA7E fJF � y : Plating Notes � .9 t„ C�.y (")1 plate(s)requlre spectal posltioning.Referto � ��'�"�D � � £r,��t� �scalea plate plot details for special positioning f \fi�� requirements. � � } � Wintl 'f`�t� IUIYhU���, ` Wlnd loads antl reactions based on mWFRS. 07/24/2014 '"WARNING° READANDFOLLOWALLNOTESONTHISDRAWINGI "IMPORTANT° FURNISH TFIIS DRAWING TO ALLCONTf2ACTORS INCWDING THE INSTALLERS d4�TIY�� Trusses require extreme care in fabricating,hantllin� shippinq insialling and bracing. Ftefer to and'follaw�he latest.edition of BC51(Building BUI�C�IIIg Component SaFery InPormation,bV TPI and SBCA)toF safety prac6ces prior[o pertorming these funetions Installers shall pmvltle temporary bracinq per BCSI.Unless noted olherwise,top chortl shall have pmperly a�tachetl sUUCW�aI sheathino antl boQOm cho�d shall have a pmoerly (�`Ofll onents attacheci riqid ceiling. LocaVions shown for permanent lateral resiramt of we6s�shall have braang mslalled per BCSI sectwns B3,W or 8�0, p as applicab�e Apply plates to each face of truss and posifion as shown aboveandbn tfie Joint Details, unless notetl otherwise. kefer ro Grou drawings�60A-Z(orstandard pla�e positions. p ITW Builtlinq Components Gmup Inc shall not be responsible foran deviation fmm this drawing,any failure ro build the truss in conformance wrth ANSI/TPI 1,or for handlin shippinp,installaM1Orvand bracing o�irusses. A seal on Ihis drawing or coverpaq e,listin9�this drawing, indicates acceptxnce of pro�essionaf enq ineering resp onsibilitysoleiyforthedesiq nshown.. The swta6ility antl use of this drewing for any structure is the responsibiliry oF[he Building Desi9ner per ANSI/TPI T Sec.2. FormorelnrormationseePls'ob's eeralnotes a ana�neseweesltes: liwacG. www.nwbc cor,rpf.www.tlnslor �.secA�. www.sbclnaust tom�,lcc�. www csafe.or 1407-12103 Ply: 3 SEQN:83329 ! T33 /COMN CusC R2322 JReP 1VBC23220001 CORNELL AVENUE DUPLEX Qly: 1 FROM: �rvvNO: 205.14 0841.78637 B2 RK / BM OU24/2014 3 Complete 7russes Requiretl 4'9'91 8'8" 126"5 17.4.' ��- 3.1�,5 T 3,1�•5 � 4�9��11 '� � 1114X6 12 � � � � 24 B� �� D a4X8 l.� � �� �� W3 �� � i \=3X5(C3� =axs(ca� � I I : � - �E=azs�..� � � LJ <=� �L� 1113%io =6%e 1113%i0 � 49"15 , 4'0"1 4'0'9 a9'95 �- g�8�� -I t2�8,�� "i���4.�7 Loading Criteria �psr� Wind C�iteria Snow Criteria(PgPfm aSF) Defl/CSl Criteria ♦Maximum Reactions Qbs) TCIL 20A0 Wi�d Std� ASCE 7-�5 pg p0.0 �CC. t.i CAT�II PP DeOedion�in loc L/tlefl L/# �oc R /U /Rw /Rh /RL IW TCOL: 10.00 Speetl'..90 mph Pf:15A Ce'. t.0 VERT(LL): 0.077 G 999 24� BCLL 0.00 Encbsure�.Closed �u'. - Cs'not used VERT TL i O.t54 G 999 180 A 9366 I251 /- /- /- /3.5 O E 9532 Iffi2 I- I- l- /35 BCDC 10.00 Category'II Sno.�Duration�.1.15 HORZ(LL): 0.027 B - - Wintl reactions basetl on MWFRS Des Ld' 40.00 EXP:C HORZ(fL)' 0.053 8 - - A Min Brg Witlth Req= 9.7 Mean Hei9�t 15.00 ft NCBCLL: 10A0 Cotle/Misc Criteria Creep Pactor�l.0 E Min Brg Width Req= 32 TCDL s.o psf Soffi[ 2:00 gWL 6.0 psf �Bltic Code�. IBC 2006 Max.TC CSI: 0.375 Bearings A 8 E are a rigitl surface. Load Duretion:4.15 MWFRS Parallel DisC 0 to h/2 TPI�Sid' 2002 Max BC CSI: 0.586 Spacing:24.0" C&C�isl a'.3.00 fl Rep Fac�ors Usetl'Ves Max Web CSI: 0.737 Maximum Top Chortl Forws Per Ply(Ibs) Loc.fmm entlwall'.Any FT/RT20(0)/0(0) Chords Tens.Comp.. Cfiords Tens. Gomp. � I-. 7.0 GCpi:0.18 Plate Type(s): A-B 12� -4357 C-D e� -282� WindDuration�. 1.33 WAVE VIEWVer. 13�A2.08.03�820 B-C e� -2821 D-�E t13 -4004 Lum�er Value SeC�736(EffeGive fil112013) Maximum Bot Chortl Forces Per Pty(Ibs) Tap chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. 8otchofd2x6SPSS A-H 36�0 -96 G-F 3288 -89 Webs2x4SP.#3�.W32x45P#2: H-G 3574 -95 FE 3316 -89 LumEer value set"138"uses design values approved � i/30/2013 by ALSC Maximum Web Forces Per Ply(Ihs) Nailnote We6s Tens.Comp. Webs� Tens. Comp. Nail SGhedule:0.128"x3",min.nails H-B 1747 -25 G-D 34 -1218 Top�Chortl: iROw@12D0'b.c. B-G 42 -1582 D-F 132fi -16 Bot Chord 2 Rows @ 2.50"o.c(Each Row) C-G 3004 -62 Webs '� Row @ 4"o.c. Repeat nailing as each layer is applietl.Use equal spacin9 betweenrows antl s�aqger nails in each row Io av0id 5pli[ting. Special Loatls *'t'i���p�����ftt, '"TC(Fmm 64plfat i.i8.6ol��oe64plfat- 1733 *.i',*``�.�� E "�a�''s. BC-From 10 plf a� 0 00 to 10 plf at �7 33 �� 6� Ely' � r� BC-1518 Ib Cona Load at 0.94,294 + ��G'�w �� � M BC-1640 Ib Conc Loatl a� 4.06 .`"�',� � �^� ec isas m co�a�oaa ai a sa,s 9a,e sa,io.sa 'm No. PE9Q201324 �� iz.sa.ia.sa.7s.sa - � . STATE O� * : Plating Notes ;,q ,� ! P � ('�1 pla�e(s)require speclal posifioning.Re(er to � � 'Vb � � G. ,*.y'� scalea plate plot details for special positioning \C'♦ requirements. � J � Wind f+r�q� Ii1{Mftti�'j4X .. wina ioads and reactions easea on nnwFRS. 07/?4/2014 "'WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWWG "'IMPORTANT" FURNISHTHISDRAWMGTOALLCONTRACTORSINCWDWGTHEINSTALLERS €T�IJ�G'� Tmsses require extreme care in fabricating,hantllin�.shipping,in5talling antl bracing. Refe�to and follow the latest edifion of BCSI(8uilding guilding Component Safery Information,bv TPI ant]SBCA)foi safety pradices prior to performing these functions Installers shall prowde temporary bracin�Pe�gCSI.Unless noted o7herwise,top chord�shall have propedy attached simcWral sheathing and bottom chortl shallhave�a pm edy (�,011l onents attachztl riqid ceilinq Locations shown for oermanent lateral resiramt of we6s shall have brecin9 inslalled per BCSI sections B3,B7 or�10, p as applicable Appiy plates to each face oftmss antl posi6on as shown above and on the Joint Detatls, unless.noted otherwise.. Refer to Group drawmgs i60A-Z for stantlartl plate posrtions. ITW 8uiltlln9 Comporients Group Inc.shall not be responsible for any tleviation from this drawing.any failure to build the Imss in.conformance wdh ANSI�I PI 1,br for hantllinq shippinp,installation and bracin3 of.tmsses. A.seal on this tlrawing or cover paqe_listing Ihis drawing, indiwtes acceptance of protessionaf enq ineering responsibility solely.for the tlesiq n showa The swtaBility and use of Ihis drawing for any structure is the responsiblity o(the Building�esigner per ANSI/TPI 1 Sec2. Fo,more mrormano�:ee m�s�o�s e e,ai�oces a ,�a mese weo rne:�. irWecc. �,.��e� < m:rar. www.r ���:�.o� �.secn� wwW.:e���a�:c . �,�,icc � �a�e o� 140?-12103 Ply: 3 SEQN�.56515I T4 / HIPM CustR2322 JRef�. 1V8c21220001 COP,NELLAVENUEDUPLE% Q�y: 1 �FROM: DrwN¢ �205.14.084120423 � RK I BM 0]/2G/2014 �' 3 Complete Trusses Requiretl i 1'11" i 7'6"14 i 13'6"4 i � �,��„ i 5,�„14 � 5'11„6 "� 12 1114X6 1111:5X4 g �� B DT-1"4 C D -� , =6X8 � =3X6(A1) �C" � � j �J � 1T/4 L I rn � �"%' 1�1 , _,, -- 1 I � � � � � Ri � G F � '' E � I I -6X10 I I �,9„I�I 3X6 II I 25X4 i 5'9"10 i 5"I 1"6 � �,6„�4 i �3,6„4 - -'1 Loatling Criteria �psr� Wintl Criteria Snow Criteria�a9P�in P5F) Defl/CSI Criteria �Maximum Reactious(Ibs) TCLL'. 2�.00 Wintl Std�. ASCE 7-05 Pq 20.0 Ct:1.1 CAT:II PP�eflectian in bc L/deFl I�/# Loc R /U /Rw /Rh /RL I W TCOL'. 70.00 Speetl�. 90mph Pf:.154 Ce:1.0 VERT(LL): 0.155C 999 240 A 3216 /9a /- /- /- /.3.5 BCLL 0.00 Enclosure:Closetl Lu'. - �Cs:notused VERT(TL)'. 0.310C 517 180 E 3039h97 I- /- l- /.3:5 BCDC 10.00 Category:II Snav Duration'. 1.15 HORZ(LL): OA22 B - Wind reactions basetl on MWPRS Des Ld: 4p.0a EXP�.C HORZ(TL)'.0.045 8 - - A Min 8rq W idth Req= 7.3 NCBCLL �0.00 Mean HeighL 15.OD�ft Code/MiSt Critefia Creep FaCtor:1.0 E Min Bfg Witl�h Req= 1.3 TCDC 6.0 psf Bearin s A&Eare�a ri id surface. Soffit: 2.00 gCDL 6.0 psf Bldg Cotle: IBC 2006 Max TC C51: 0.631 9 9 Load Duration: 1.75 MWFRS Parallel Dist 0 to h/2 TPI S[d 2002 Max BC GSI: 0.585 Spacing�.24.0" C&C Oist a:3.00�ft Rep Factors Used Yes Max Web CSI' 0782 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall�.Any FT/RT:2�(0)/0(0) Chortls Tens Comp. Chortls Tens. Comp. I: 1.0 GCpi_0.18 Plate Type(s): A-6 60 -2�79 C-D 92 -3t85 WintlDuration'.133 WAVE VIEWVec�3.02.08.031820 B-C 92 -3�85 Lumber Wintl Value SeC. t3B(Effective 6/1/2013) Wintl loads antl reactions basetl on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Top chortl 2x4 SP#2 Chortls Tens.Comp. Chords_ Tens. Comp_ Botchord2xfiSP#1 A-G �836 -52 F-E 57 -3 Webs 2x4�SP#3:W4 2x4 SP#2: G-F P4� -5� W mber value set"13B"uses design values approved 1(30I2013 by ALSC Maximum Webforces Per Ply(Ibs) Nailnole Webs Tens.Comp. Webs Tens. Comp. NailSChetlule:0.128"x3",min.nails G-8 79� -4 F-D 3�88 -91 �TOpChord:TROW @12.00"o.G 8-F 1476 -42 D-E 33 -688 Bo�Chord:1 Row @ 3.50"o.c. C-F 32 -120 Webs : 1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal spacing between rows and s[a9ger nails in each row to avoitl splitling. Special loatls ``�t�lINl��C��0�/Jfr��fj ""TC(From fi4plfat 1.10.00�oe64rplfat-t'6)92 �k��l��+`t C� , '�"{I/�*�f TG Fmm 32 plf at 1.92 to 32�p1f at 13.52 ,,,,��`Q� �}ST � � �,�{'j rf BG From 10 plf at 0.00 to 10 plf a� 13.52 4� �, £ � w� TC- 391b ConC.Loatl at 1.98,3.98,5.98,7:98 + � 4 � � r, s.sa.ii.sa.ia.3i �� No. PE1Q?0132-0 �^ BG 843 Ib Conc LOad at 1.65.3 65,5.65,7.65 `+� S.` 9.65,11.65 ... � ST�TE(�F � 3 BC- 104 Ib Conc Load at 1.95 � ry BC- 32 Ib Conc Load at 3.98.5.98,7.98,9.98 p. (�'^ � �1.98,13.37 �j�� . �''4[7 � � �Gt.°.�; i �C'� Purlins In Ileu o(stmcWral panels use pudins to brace all Aat ����� / �����Fy\h�� `�- rc�za°oc. 07/24/2014 "WARNING' REAO AND FOLLONI ALL NOTES ON THIS DRAWING! °IMPORTANP" FURNISH THIS DRAWING TOALLCONTftACTORS INCLUDING THE INSTALLERS nTUL� Tmsses require extreme care in fabricatinp,handlino shipping installing and bracing.Refer to and follow Ihe latest editioroof BCSI(Building BUl�d�ng Component Safety InFOrmation,bv TPbana SBCA}FO'[safetypractices prior to pedorming these Wndlons Instaffers shall provitle temporary bracing per BCSI.UNess noted othervvise,top chord shall have pr�perly atlachetl structural sheathinq and bottom chortl shall.have a propedy (�,OITI onents attached nqid ceilinq. Locations showmfor ermanent lateral restraint of webs shall have breanq mslalled per BCSI secUOns 83,Bi or Bi 0, p as applicable App7y plates to each face o�truss and posihon as shawn above.and on the JoinfDetails, unless noted other,vise. Refer to Grou tlrawings 160A-Z for slandard plate positions. . p ITW Builr7ipq Components Group Inc.shall not 6e responsible�for any tleviation fmm this tlrawing,any failure to build the tms;'m conformance with ANSIITPI 1,or for handhnq shippin9,installation and bracing of.trusses�. A seal on this tlrawin9 or cover paqe,listing this drawing, intlicates acceptance of proiessionaf enq ineering responsibiliry solety forthe desi n shown. The sw[a&lity and use of th�s drawinq tor any sVUCture is the responsibliTy of the Building Designer per ANSI/TPI i�5ec2. Fo�moro'�nrormaron see�nrs ao's e e�ai�oees a ena masawee s�es ilwecc:�w+w.�i�wec mm;rac www.i insio� �,secn:www_secina�s� . m:icc: www rsare.o� 1GOi-12103 Pty:� 1 SEaN:5fi298 I TB I HIP Cust'.R2322 JReC 1V9c23220001 COP.NELLAVENUE�UPLE% p�y: 2 FROM�. DrwNa: 205.14D84121800 �� RK I BM 07/242014 Z�a�i 2i����2 I 2�4„ �'3„�2 12 1111,5X4 � -i 566 � -1 � =25X4(A1) HB 2" n N 8 �_n I � N a� J � � A � FE / �� 1111.5X4 L 2'4" , � �,3„8. 2,4�� i s �3"1 27"12 Loading Criteria�psr) Wintl Criteria Snow Criteria�ag,Piin PSF) DefllCSl Criteria ♦Maximum.Reactions(�6s) 7CLC 20A0 Wintl Sttl: ASCE 7-05 pg:p0A Ct:L1 CAT'.II PP Deflection in loc UdeFl L/# Loc R /U /Rw /Rh I RL /W TCDL 10.00 Speed: 90mph pf:15A Ce: 1.0 VERT(LL): NA 8 �95 /12 /112 I- /42 /42 BCLL 0.00 Endosure:CloSed Lu: - Cs:nol used VERT(Ty:NA E 72 /7 /36 /- /- /- BCDL-. �0.00 Cate9ory:ll SnowDuration:1.75 HORZ(LL): ODODF - - WintlreactionsbasetlonMWFRS Des Ltl: 40D0 EXP:C HORZ(TL)'. 0.001 F - B Min Brg Widih Req= 1.3 Mean Hei9ht: t5.00 ft F Min Br Width Re � NCB�LV. 10.00 Code/Misc Criteria Creep Factor: 1�.0 9 9= - TCD6:6.0 psf Bearin B is a ri i SoKC 200 BCDL'.6.0 psf Bldg Cotle: IBC 2006 Max TC CSC 0.135 9 9 tl surface. Load Duration: 1.15 MWFRS Parallel Dist 0 to h/2 TPI 5[tl: 2002 MaxBC CSI: 0.047 Maximum To Chord Forces Per PI Ibs Spacing:24.0" C8C�ist ai 3.00 R Rep Factors Used'Yes Max Web CSI: 0.043 Chords Tens Com Chortls Tens. Com Loafrom�entlwalC�Any FT/RT'20(0)/0(0) P� P' I�.1.0 GCpi:0.18 PlateType(s)'. A-B 32 0 C.-D 0 -4 Wind Duration'1.33 WAVE VIEW Ver:�3.02.08.031820 B-C 16 -47 Lumber Value Set 13B(Effective 6/1/2013) Maximum eot Chortl Forces Per Pty(Ibs) Topehard 2x4 SP#2 Chortls 7ens.COmp. Chortls Tens. Comp. Bo�chortl2x4SP#2 B-F 2 -3 F-E 0 0 Webs 2x4 SP#3 Wmber value set"938"uses design values appmvetl Maximum Web Forces Per Ply(Ibs) 1/30I20�3byALSC W¢bs Tens.Comp. Special Loads C-F 86 -50 ---(Lumber Dur.Fac.=�.15/Plate Dur.Fac.=1.15) TC-Fmm 5 plf at -L29[0 62�p1f at D.00 TC-From 2 plf at O.00 l0 2 plf at 2B5 BG From 0 plf at -129�to 4,p1f at OAO BG Fmm 2 pl(at 0 00 to 2 pl6at 2.85 Loatlinq Bottom chbrtl checked for 10.00 psf non-concurrent Y+�������t� b6totom chord�live loatl applied per IBC-06�section �`*`iiti�C{�� f r�1�,,''`'+ .� Wind w„`"�QyLr 63$7F!4 �y��,��S"•. Wintl loatls based on�MWFRS with atltliti0nal C8C y .�" Q-�' 'Fd 'fl �� memberdesign. `(r .��+ ;:m No. PE1�20132d �° :, . STATE UF � � �r f�p � R*�' ��,*i `� 4 J�t�/ I ` .-�.� # IIIIH���4` 07/24/2014 `"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 0 "1MPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS MCLUDING THE INSTALLERS e JiJ Tmsses require exireme care in fabricatinq,handling,shipping.installing antl bracing. Refer m antl follow the latest edition of BCSI(Builtling guilding Component Safety Information,by TPI znd SBCA)tbr sa/ety piacbces prior to pertorming�hese functions Installers shall.pmvide.temporary bracing per BCSI.Unless notetl otfierwise,top chortl sha0 have propetlyaHached simcWral shea[hing and botlom chord shall'have a propedy (�'OfTI onents attache0 nqid ceilinp. Locations shown forp ermanent lateral resttamt of webs shall have bracinq inslalled per BCSI sections B3,87 or B1Q p as apFlicable Apply lates to each�face ot tmss and posi�ion as shown above antl on Ihe JoinCDetails, unless notetl otherwise. Refer to CiYOU drawings 160A-Z for s�andard plate positions. p ITW euildm Components Gmup Inc shall not he responsible for any tleviafion fmm ihis tlrawing.any7allure to builtl the iruss in conformance with ANSI/T�PI �,or for handlinq shippinq,installation antl bracing of trusses. A seal on[his tlrawing or cover paq e listing this drawing, indicates.acceptance of proTessionaf enq ineenng respqnsbiliry solery for the desiq n shown. The surta6ility antl use of this drawing For any structure is the responsi6lity of the Building Designer per ANSI17PI TSec2. Pormore�mtormationseeti�is oos e eralno�es a eanatnese�weosites: irW3CG wwn�ltwbc com�,TPlt vrvm�.t Instor �..SeCH-. wmv.sbcinaust . m�.�CQ � sa�eor 140742103 Pry: 1 SEQN'.565131 T26 /MONO CosCR2322 JRef: iVec23220001 COFiNELL AVENUE Dl1PLEX �(y. 7 FROM�. DrvvNO'. 205.14.084L2324] C2 RK I BM 0 712 4/2 01 4 1111.5X4 � 12 -� -� /%�I $ � �� ' � =2:5X4(A1) �n � � "v °� B � � N N 4'7 �� V� � � � _W— A � D / 1111.5X4 -�- 10"8 ! 1'11" �"i8 �"' i ,������ 2�0��$ Loading Criteria �psr) Wintl Criteria Snow Criteria(ag,Ff inPSF) pefl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL 20.00 Wintl Sttl' ASCE 7-OS Pg:20A GC iJ CAT:II PP Deflection in. loc Ude(I L/# Loc R !U /Rw /Rh /RL /W TCDC 10.00 Speed�90 mph Pf: 15.4 Ge�.1.0 VERT(�L)'.NA B 167 /0 /86 I- /42 /3.5 BCLL: 0.00 EnUOSUre:Closed Lu: - Cs'.not used VERT(TL):NA D 32 /- /16 /- /- /1.5 BCDL�. 10.00 Category:ll . SnowDUration'. 1�15 HORZ(LL): 0.000 D - C 39 !13 /12 /- I- /�.5 EXP:C Des Ld: 40.00 � HORZ(TL): 0.000 D - Wintl.reactions based on MWFRS Mean Heigh�: 15.00 ft B Min Br Witlth fte �.3 NCBCLL: t0.00 Cotle/Misc Criteria Creep Facbr: 1.0 � 9 9° TCDL 6.0 psf D Min Br Witlth Re Soffit�. 2.00 Bidg Code: IBC 2006 Max TC C51: 0.078 9 4 - BCDL'.fi.0 psf C Min Brg Witlth Req= - Loatl Duration:1.15 MWFRS Parallel Dist�to hp TPI Sttl: 2002 Max BC CSI: 0.030 � Spacng.24A" C&C Dist a:3.00 ft Rep Pactors Used.Yes Max,Web CSI: 0.004 ge�ring B is a riqid surface. Loc.from endwall�.Any FT/RT20(0)/0(0) 1'1.0 GCpi'0.18 Plate Type(s): Maxfmum Top Chortl Forces Per Ply(16s) Wind DUration: 1.33 WAVE VIEW Ver. 13A208.031820 Chortls Tens.Comp. Chords Tens. Comp. Lumber A-B 33 0 B-C 21 -36 VaWe SeL 13B(Effective 6/1I2013) Max�mum Bot Chord Forces Per Ply(Ibs) Top chard 2x4�SP#2 Botbhord 2x4 SP#2 Chords Tens.COmp. We6s�2x4 SP#3 B-D 1 0 Lum6er value set"�38"uses desi9n values appmved 1/30/2013 by ALSC Mazimum Web Forces Per Ply(Ibs) Loatling Webs Tens.Comp_ Batlom chortl checketl for 10.00 psf non-concurreN C-D 0 0 bottom chord live loatl applietl per18C-O6 section �fi07. Wind Wind loads basetl on MWFRS wi�h adtli�ional C8C member design. �,�,�\IwM1�11�1/itt(�fr'{{ .*'��� �� G "'�f '���s �,�,b��'��r,��5fifRCCy �1,��y' �� .4 � y �p �FOO_PE'tQ2d132� cn w :. .. ^� +�� STATE OF * � i� � p � w e � � S'WQ i �� ��',�w" \ ♦ +`+t+ t illl1111t;`' �.-� �7/24/2��4 `"WARNING' READ AND EOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT^ FUftNISH THIS DRAWING TO ALL CONTRACTORS MCLUDING THE INSTALLERS �T✓J Tmsses�require extreme care in fabricatin ,handling shipping,ingtalling antl bracing. Refer to antl follow the latest etlition of BCSI(euilding BUI�(�111 Component Safery Informa6on,by TPI zn�SBCA)to'r safety pracLCes prior to performing ihese[unctions lnstallers shall provide temporary g braan9 per BCSI.Unless noted otherwise,top chord shall have pmperry attached s�mctural sheathing antl bottom chord shall have a pro erly (�,Ofll onents a�tached riqid ceiling. loca�ions shown�for permanen�lateral�res�raint of webs shall have 6racmq inffialled per BCSI sections 63 87 or�10, p as applicab'le. Appiy plates to each face o(truss and posi�ion as shown above and on the Joinf"Details, unless noted otherwise. kefer to Grou tlrawings i6oA-Z for standard plate pos�tions. P IT,W eulldmq Camponents Gmup�lnc s,hall not be responsible foran devia�ion from thls drawing,any Fallure to build the tmss im m�formance� with ANSIlTPI i,or(or hantllinq shippmq,installation and bracing o��russes. A'seal on thi5 drawing or cover paqe.listing this tlrawing�,. intlicates accep[ance of proiess�onaf enp ineering respqnsibility solelyforthe desiq n'shown. The surta6ility antl use o( Ihis drawing for any structure is the responsibliTy of the Builtlmg Designer per ANSIfTPI T Sec2. For more inrormation see Inis bb's e eral no:es a e ano�nese web sites ITWBCG�. mw�:itwbc .com�,TPI: wwrv.t Instor �.SBCA-.��wwwsbcinoust . m�,ICC: www .sate or 140Z12103 Pty: 3 SE�M 56292 / 79 I HIPM Cust:R2322 JRe1: iVec23220001 CORNELLAVENUEOUPCEX Qry: 1 FROM: DrwNo: 205.14084t24;B0 C3 RK / BM� 07I24/20�4 �`-' 3 Complete Trusses Required � 1'11" 7'6"14 i 13'6"4 , 1'11" 57"14 � 5'11"6 �' �Z 1114X6 � 1111:5X4 g B DT-1"4 � =6X8 � � =3X6(A1) r �� � N1�'- � � / � A � I� �n � T � u �' � _d_ ^;� -- �_I G F I� E �,9„14113X6 5�9„�a =6X10 5'11"6 1112.5X4 � _t_ i i � 1'9"4 � 7'6"14 ' 13'6"4 � Loading Criteria (psf) Wintl Criteria Snow Criteria(Pgpf�in a5F) De11ICSl Ciiteria ♦Maximum Reac[ions(Ihs) TCLL-. 20.00 Wintl Std: ASCE 7-05 Pg�,20D Ct: 1.1 CAT:II PP Deflection in loc L/tlefl U# Loc R /U /.Rw /Rh /RL /W TCDL'. 10.00 Speetl: 90mph pf:754 Ce: 1.0 VERT(L�)�. �.155G 999 240 p gt07 /116 /- I- /- /3.5 BCLL: 0.00 Enclasure:Closetl �u: - Cs:not used VERT(TL)�. 0.306 C 524 180 E 2954 /112 /- /- /- I3.5 BCDL tODO Cate9ory:II Sncw Duration: 1.15 FiORZ(LL): 0.022 B - Wind reactions basetl on MWFRS �es Ld' 40.00 EXP:C HORZ(TL):-0D44 B - - A Min Brg Width Req= 1.3 Mean NeighC 15.00 ft E Min Br Width Re 1.3 NCBCLL.10.00 Code/Misc Criteria Creep Factor. 1.0 9 Q= TCDL 6.0 psf g¢arin s A 8 E are a fi9id surface. Soffil'. 2A0 gCDL:6�.0 psf' Bldg Code'. IBC 2006 Max TC CSI'. 0.6�1 9 Loatl Duretion'1.15 MWFRS Paiallel DisC 0 to h/2 TPI Std'. 2002 Max BC CSI�. 0:573 Spacing 24:0" C&C Dist a'.3.00 ft Rep Factors Used�.Yes Max Web CSI: O711 Manimum Top Chord Forces Per Pty pbs) Loc.Vom endwall:Any FT/RT�20(0)/0(0) Chords Tens.Camp. Chords Tens. Comp. I:1.0 GCpi�.0.18 Plate Type(s): A-B 72 -2111 C-D 113 -3141 WindDUration:1.33 WAVE I VIEW Ver: 73.02.08.03�820 B-C 113 -3�4� Lumber Value Se(138(Efiective 6l1/20t3) Mazimum Bot Chortl Porces Per Ply(Ibs� Top chortl 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chortl 2x6 SP��1 A-G 1781 -fii F�-E 57 -3 Webs 2x4 SP#3:W4 2x4 SP#2-. G-F �692 -60 W mber value set"�38"uses tlesign values approved 1I30/2013 by ALSC Maximum Weti Forces Per Pty(Ibs) Nailnote Webs Tens.Comp. Webs Tens. Comp. Nail SChetlule:0�28"X3",min.nalls G-8 745 -6 F-D 3�43 -1'I� Top Chord� Row @12.00"�o.c. 8-F 1481 -53 D-E 35 -681 BolChordli Row @375"o.a C-F 36 -�20 Webs �: t.ROw @ 4"o.c. Repeat nailing as each layer is applietl.Use equal spacing between mws and stagger nails in each mw to avoid splitting. �TC�From��6aplFat�� �0.00�to� 64plf t.=1.�192 ����t�4���"��V11�Ilitt���������i C TG Fmin 64 plf at 1 92 to 64 plf at �3.52 �r�`,Q� �137�CR �.�j�y sC-�From �o pif a� o.00 to io pif ac ia.s2 :,�. �,fc c��.. . :..��, BG 843 Ib Conc.Loatl at 1:65,3.s5,5.65,7.65 `'`� y sss.,i ss Np� ido. PEia2073�3� �,� Pur�ins P � STATE{JF 4 In lieu of sVuctural panels use pudins b brace all flat � � rc @ za••oG . r. �'E'b�1 �� �ti Wind � ��"� Wind loads and reactions based on MWFRS. r�1f�� ��1�„+�i`�1���_ o�n_ai2oia ""WARNWG"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! :��,,�,.; "IMPORTANT" FURNISH THIS DftAWING TO ALL CONTRACTORS WCLUDWG THE INSTALLERS .^TJ� Tmsses require extreme care in fabricatinp,handlinp sfiip ping,installing.antl bracing. Refer to and folloev ihe:latest editian o(BCSI(Building BUI�C�IfI Com,ponent Safety Informahoq bY TPI and SBCA)fo}safety practices pnor to pertorming these fu�ctions lnstallers shall pmvide temporery g bracing per BCS1.Unless noted otherwise,lop chord shall have properly atlached stmctural sheathinq and bottom chortl shall have�a pmperty (�,Ofll onents attached ri�id ceilinq. Locations shown for permanent lateral restramt of webs shall have bracinv installed per BCSI sections 83,W orB10 p as applicable Appiy lates to each face�of lmss antl posihon as shown above�and on the JoinfDetails, unless noted othervvise. Refer td G�OU tlrawings�fi0A1 for s�antlartl plate posihons. � � p ITW Buildin Components Group Inc.shall not be responsible for an deviation�from ihis drawing any FaiWre to build the tmss in conformance with ANSI/T�I i,or for handhnq shippinq,installation and bracing oYtrusses. A seal on this dra'wing or coverpaqe.listing this tlrawing, indicates acceptance of professionaf enq meering resp onsi6ihty solety forthe desiq n shown. The swtaeility and use of this drawing for any structure rs the responsiblity of the Bwltling�esigner per ANSIITPI T Sea2. Pormoreinrormalonseelnlsbb's eneralnotes e enainesewabsites' ITWaGG-.www.INroc .c m',TPIa www nstor �,SBG�. www.secinaust _ n;ICG www csafe.or 140?-02103 Py_ 1 SEQN:56511 / T3 I MONO Cusi'.R2322 JRe[ iV8c23220001 CORNELLAVENUEDl1P�EX ply ] FROM' DrvuNO�. 205.14.084126353 �4 RK I 6M 0]124I2014 1111 .5X4 � $ � % r/ � � ��� r � =2.5X4(A1) � �n `-� � � C`- rn B .- � N � / � CV 4"7 _'�_ � — � _y_ _`L A / '—� D � � 1111.5X4 � � �0„$ � 1 11 ��8 i �,� ��� 2,��,$ Loading Criteria(psp Wintl Criteria Snow Criteria (P9,Ptin a5F) DefllCSl Criteria ♦Maximum Reactions Qbs) TCLL'. 20.00 Wintl Sid: ASCE 7-05 pg:20.0 Gt 1.1 CA7'.II PP Deflection in loc L/deFl U# Loc R /U /Rw /Rh /RL I W TCDC. 10.00 Speed: 90 mph pf'. i5A Ce: 1.0 VERT(LL): NA g 167 /0 /86 /�- /42 /3.5 BCLL 0.00 Enclosure:Closed W: - Cs:not used VERT(TL):NA D 32 /- /i6 I- /- /1.5 BCDC 10.00 Category�II Snow Duretlon_�.15 HOF2Z(LL): 0 000 D - C 39 /13 /12 /- /- /1.5 EXP:C Des Ld� 40.00 Mean Height:�5.OD ft HORZ(T�)'. O.00o 0 - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor: 1.0 B Min Brg Width Req= 1.3 TCDL 6.0 psf D Min Br Width Re Soffit 2.00 BCDL:6.0 psf Bltl9 Code: IBC 2006 Max TC CSI: 0.078 9 4- _ C Min Brg Width Req= Coad Duration: 1.15 MWFRS Parallel DisC 0 ro h/2 TPI Sttl' 2002 Max BC CSC 0.030 gearing B is a rigid surface. Spacing:24.0" C&G Dist a:3.00 fl Rep Factors Usetl:Yes Max Web CSC 0.004 Loc.fromentlwall:Any FT/RT'20(0)/0(0) I'.1� GCpi'.0.18 Plate Type(s)-. Maximum 7op Chortl Forces Per Ply(Ibs� Wind Duratio¢t33 WAVE I VIEW Ver. 13A2D8D31820 Chortls Tens.COmp. Chords Tens. Comp. Lumber A-B� 33 0 6-C 21 -3fi Value Set'13B(Effective 6/1I2013) Maximum Bot Chortl Forces Per Pty(Ibs) Top chortl 2x4 SP#2 6ot chord 2x4 SP#2 Cliortls Tens.COmp. Webs2x4SP#3 B-D 1 0 W m6er value set"13B"uses design values approved 1/30/2013 by ALSC� � Maximum Web Forces Per Ply(Ibs) Loadinq N1ebs Tens.COmp. Bottom chord checked for 10.00 psf non-concurrent C-D 0 0 bottom chord live load applietl per 18C-�6 section �607. Wintl Wintl loads based on MWFRS wi�h addi�ional C&C member design. �t�\t1Allllifil/I�I 4��^,�.1 �I f ♦w..���.�L.� �''�..°`��.��C�+�"i L,,•q �ca�s rFyC�.'�' . Q 4` o �'. � »m No. aEtiS24t324 �� p . � ST.aTE GF . � M 'a^ (L M . � �� �fl b � 1ys' �`(�y"��\ \��"° . /��i! �� � � �� '�I/ IIf14l�ti��y\ o�n_4izoia '"WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEWSTALLERS �T',%�'�,% 7russss require extreme care in fabricatinq,handlinp shipping installing,antl bracing.Refer ro antl follow Ihe latest edi�ion of BCSI(Building guilding Component Satety Information by TPl and SBCA)tot sa5ety pfacUCes pnor toperiormmg these tunctions Installers shall provide temporary bracing per BCSI.Unless no[ed otherwise,top chortl shall have properly attacBetl structuraPSheathinq antl bottom chortl shail have a.properly COIII onents atlachetl nqltl cellin9 Loca6ons shown forp ermanent lateral restam�of webs shall have bracmq ins'talled per BC515¢ctions B3, B7 or B�O, P asapplmable Apply plates to each face of tmss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to G rou drawings 160A-Z for stantlard plate positions. p ITW Building Components Gmup Inc.shall not be responsible for any deviation fmm Ihis drawing any failure to build ine truss�in conformance wi�h ANSIi IYI �1,or for handlin4 shippinq,installation and bracmq qf.trusses. A seabon this tlrawing or cover paqe,listing thisdrawmg, intlicates acceptance of proiessionaf enq ineering resp onsibdity solely for the desi n shown. The surtaeility and use of this drawing for any structure is tbe responsiblity of the Building Designer per ANSI/TPI 1 Sec1. Por more In:ormation see tnls'ob's e erai no�es a e antl ihese we�sites- ITW3CG. w`wi_itwbc .wm;iPC www.� Inse or �,SBCn� wwx.socindust . m�,iCC w�w+.lccsate.or �4��'�z��3 Pty' 1 SE�N�.833151 T10 /GABL Cus1:R2322 JRetlVec23220001 CORNELIAVENUEDUPLE% �ly 2 FROM: DrwN¢ 205.14084128177 D0� Page 1 0l2 RK / BM OL2420t4 1d 1�' 14 , 1p. ,as ','S 19'1 2�.. L2�" 2]T' i295'Y1 325" I 351 9]8"4 403 43',1" _4590"8 � _ 11� � �� �-�.. �10 __ _ , J 039" �_365.. I- _ _ � rm'I-'� ��'"�a Fi3�.�� ,sJ, , T°_zost4, zs;i�'�°, zsa� , r�.-oi1 ie. i r .z ��, 'r�,a. � �,5,a � 4 ]" � P,9' �, 28'S' , .i1 J' � ' � 39,1 _41�9.. �04'S' � . �� i.a. ��.�. r�.a.. . �.a. r�.�.s F�.a. �.a. r�.a.�a � �:a. � �.q. N°axs ° " s r u v w � � � _ 3 M AA � � � �AB g5X6� K qC AO 12 I � a 5%6 �a B � � H 'd' (al �a) lal i a1 Aa) ilal d�M `�al��a��(a)'1e'i te a' AF nG hH E � (a) AI D {I�I qJ 1 �i3A5(��-'8� . � _� --.�,- \ AK AL_3%5(B6�, •- _ -�i I_� I � i ' i � - BT BS BR BO BP BO BN 9M BL BK BJ BI BH BG 9F BE 8� BC BB �A AZ AY A% AW AV AU AL AS AR Ap AP AO AN AM -3X6 =5X6 GS't0"B io�' I-�y F-'.�, F'9 F'-�„ Fii ��� ia ra. ra� i . rsa r . � . ��.., � ��q. �.3,. , as' ,�i' ss' .izs Fidi '7k��': isi� FziS°iaFzes� q zi�i.�qFzsioi��e'��s�iaF�i��a s"�.4°'s�a a3i°�,a',�as�g,a is�a, �' ''i9 r�� � ra� �i�� = �^_ I- ;__' �._ �_' _ _-� � F f at ' s5 8•5.. � 119.. � 13§" IB''1]9. ' I0.5.• ' 239' 255" 28'S" 3l t' � 339' ' 36'S' ' J9•T. ' dt§' 04'S' 45't0'9 Loading Cri[eria(psp Wintl Criteria Snow Griteria�agpi�n Psc� DeFlICSI Criteria •Maximum Reactions pbs�,or'=PLF TCLL�. 20,00 Wintl Sitl: ASCE 7-05 Pg:p0.0 Ct t1 CAT:II PP Deflection in bc L/defl L/S Loc R /U /Rw /Rh /RL /W TCCL: 10.00 Speed: 90 mph Pf:15.4 Ce' 1.0 VERT(LL): 0.003 Y 999 240 g 318 /70 /284 /- /560 /3.5 BCLL: 0.00 Enclosure:Closetl Lu: - Cs:not used VERT(TL): 0.005 Y 999 180 AL'136 /14 /41 /- /- /Sa6 BWL: 10.00 Category:Il SnowDuration:1.15 HORZ(LL): OA�2AG - - WindreactionsbasetlonMWFRS EXP'C Des Ld: 40.00 Mean Height 15.00 ft HORZ(TL): 0.020 AE - - B Min Brg Witlih Req= 1.3 NCBCLL�: 1�.�0 Cotle I Misc Cn[eria Creep Factor: 1 0 B Min Brg Width Req= - TCDL:6.0 psf Bearin s B 8 B are a ri id surtace. Soffit ��0 BCDL:6.0 psf Bltl�Code: IBC 2006 Max 7C CSC 0_n3 9 9 Loatl Duration�. 1.15 MWFRS Parallel Disf.h/2 to h TPI Std 2002 Max BC C51: 0.084 Spacing-.24.0" C&C Dist a'.4.59 ft Rep Facbrs Used'.Yes Max Web CSI: 0258 Mazimum Top Chord Forces Per Pty pbs) Chortls Tens.Com . Chords Tens. Comp. LOC.from endwall:Any FT/RT'20(0)/0(0) P I: 1.0 GCpi:0.18 Pla:e Type(s)' A-B 64 0 T-U 389 -56 WintlDuration: 1.33 WAVE VIEWVer: t3.02.08.031820 B-C 371 -463 U-V 3B9 -56 LUmber AtltlitiOnal Notes C-D 362 -424 V-W 389 -56 D-E 346 -394 W-% 389 -56 ValueSet: 73B(ERective6/V2013) SeeDWGSA70015050109,GBLLETIN0212,8 E-F 330 -362 X-Y 390 -57 Top chord 2x4 SP#2 GABRST050109 tor gable wintl bracing requirements. F-G 313 -330 Y-Z 367 -69 Bot chord 2x4 SP C2 WARNING:Fumish a copy of this DWG to the G-H 296 -298 Z-AA 435 -76 Webs 2x4 SP#3 installation coniractor.Special care must be taken H-I 279 -2G5 AA-AB 367 -76 Wmber value set"13B"uses design values approved during hantlling,shipping and installation of trusses. I-J 261 -233 AB-AC 301 -78 1/30/2013 b ALSC See"WARNING"note below. Y J-K 243 -201 AC-AD 238 -80 Bracing K-L 300 -168 AD-AE 175 -83 L-M 367 -136 AE-AF �12 -85 (a)Continuous lateral restraint equally spaced on M-N 435 -104 AF-AG 63 -90 member. N-O 366 -69 AGAH 87 -97 PlatingNotes O-P 390 -57 AH-AI 98 -729 P-Q 389 -56 AI-AJ 114 -161 All plales are 1.SX4 except as notetl. p-R 38�J -56 AJ-AK 128 -217 Loading R-S 389 -56 AK-AL 151 -29A S-T 389 -Sfi Truss spaced at 24.0"OC tlesigned to support 2-0-0 �q1111111//�� 0.00 PSF.Tolp ehord mu tltlio1 bead eh�alnn�ot�e�eed `4'`�\��`� N E , �'�j��,' Chortlsum BSt�ChnoPd FoChords r PTens SComp. [. �J Bottom chortl checketl for 10.00 psf non-concurrent `�� � 1 5 T o �j botlom chortl live load applied per IBC-06 section ti q �V fRF � �^ B-8T 248 -140 BC-BB 264 -734 1607. � �� � � � BT-BS 252 -137 88-BA 264 -134 Tmss tlesigned for unbalanced snow loatls �m i No. PE1 t1261324 �� Bs-eR zas -ia� en-nz zrw -i3a BR-BQ 257 -136 AZ-AY 2fi4 -134 Purlins BQ-BP 259 -136 AY-AX 26a -i34 ^ . STATE OF � + In lieu of stmctural panels use putlins to brace all Flat � .O � ;(� � 8P-BO 260 -135 AX-AW 265 -134 TC�24"OC. �� Nb ( �1F �`4` BO-BN 261 -135 AW-AV 265 -133 f t� `�''+ BN-BM 262 -135 AV-AU 264 -132 Wintl BM-BL 263 -135 AU-AT 2fi3 -732 member�des grt d on MWFRS with atltlitional C&C ��h� , ",,,`��p�� BL-BK 264 -734 AT-AS 2fi2 -13� 8K-BJ 265 -134 AS-AR 261 -130 n]/?=�/?��� BJ-BI 265 -134 AR-AQ 260 -129 B68H 265 -134 AO-AP 259 -128 "WARNING" READAN�FOLLOW ALL NOTESbN THIS�ftAWING! �,,,�� °IMPORTANP' FURNISH THIS DftAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS e�T✓'i Tmsses require extreme care in fabricatinn hantlling shiDping,instal�ing and bracing. Refer�o antl lollow Ihe latest etlition o(BC51(Building Buildi n Component Safety Information,by TPI and'SBCA)foF safety prachcesprior to pertorming ihese functions Installers shall provitle temporery g bracing per BCSI Unless notetl otherwise,top chortl shall have pwpedy aVached simcturel sheathinq antlbottom chord shall have a pmperly (,`Ofil onents atlachetl nqid ceiling Locations shown for Permanent lateral restramt of webs shall have bracino inslalletl per BCSI sec�ions 83,W or tl�0, p as apFlicab�e Appiy olates to each Face of imss and position as shown above and on the JoinCDetails, unless noted othernise. Refer ro (ifOU tlrawirg5 1 fi0A-Z for Stantlartl plate positions. p ITW B�ildinq Components Group Inc.shall not be responsible for an deviation(rom this drawing,any faiWre to build the tmss in conformance wi�h ANSI/TPI i,or for hantllin9 shippin9,installalion antl bracing oY�msses. A seal on Ihis tlrawing or coverpaqe_listing Ihis drawmg, indicates acceptance of prote5sional en�ineenng re5ponsibility solely For the desin n shown. The surta5iliry antl vse of this tlrawing for any slructure isthe responsibi ity of the Buildmg Designer per ANSIITPI T Sea2. For more inbrma�ion see this bo's e eral no�es a antl these weo siles: ITVV9CG'. mnv.invbc com:TPI: �m:w.l Inst or :SBCA' w+rv�sE<intlust .mm:ICC'. w.nv csafe or 140]-121�3 Ply: 1 SE�N:83315I T76 IGABL Cusl:R2322 JRet: 1VBC23220001 CORNELLAVENUEDUPLEX p�y; 2 FROM: DrwNO: 205.1a.08a128177 D01 Page2ol2 RK / BM 072a201a BH-BG 2G4 -134 AP-AO 257 -12fi BGBF 264 -13a AO-AN 255 -124 BFBE 264 -134 AN-AM 25& -122 B6BD 264 -134 AM-AL 2a5 -�75 BD-BC 264 -13a Maximum Gable Forces Per Ply(Ibs) Gables Tens.Camp. Gables Tens. Comp. C-BT 86 -142 U-BB 56 -224 D-BS 75 -VO V-BA 59 -225 E-BR 7fi -167 W-AZ 66 -227 F-BQ 7fi -768 X-AV 0 -221 G-BP 76 -197 AX-Z 0 -185 H-BO 76 -224 AW-AA 85 -227 I-BN 7fi -223 AV-AB 83 -224 J-BM 77 -225 AU-AC 7G -223 K-BL 75 -219 AT-AD 76 -223 L-BK 83 -226 AS-AE 77 -225 M-BJ 85 -227 AR-AF 75 -220 N-BH 37 -185 AO-AG 77 -199 P-BG 0 -221 AP-AH 76 -168 �-BF 6G -227 AO-AI� 76 -168 R$E 59 -225 AN-AJ 69 -16G S-BD 56 -224 AM-AK 113 -17� T-BC 56 -224 t`�\11111111Np/�/ �•�`���,�� E � '�p'''• `�.� ��G�SiEkFO P��r : =m Nu. PF1R20t32a �M 3 . � STATE OF a S :A �, : '�VO i a ,h,�..= , \� i,��� ! � un��a"�� o�iz4�?oia "WARNING` READ AND FOLLOW ALL NOTES ON THIS DF2AWING! � .i� "IMPORTANT" FURNISHTHISDR4WINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS =T���� Trusses require exireme ca{e in fabricatin9,hantlling shi0ping,icstalling and bracing. Reter to ana follow the latest editlon ot BCSI(Builtling guildi n Component Safety InformaUOn,bY TPI and SBCA)foi satery prachces prior to pzrtorming these fundions Installers shall pmvitle temporary g bracing per BCSI.Unless noted othervvise,top chord shall have pwpedy attached strucwrel sheathinq and bottom chortl shall have a properly (�,Ofll onents atlachetl rigid ceilinq. Locations shown for permanent lateral restramt of webs shall have bracing inslalletl per BC51 sec�ions 83,B7 or 810, p as applicable� Appiy plates to each face of lruss and position asshown above antl on ihe Joint Details, unless no[etl othern�ise. Refer to Grou drawmgs 160Ad for stantlard plate positions. p ITW 9�ilding Componenis Group Inc shall not be responsible tor anv tleviation irom this tlrawing,any failure�o build the tm=_s in conformance with ANSI/TPI 1,or for hantllino shipping installation antl bracing of tmsses. A seal on thiatlrawing or cover pan e listing lhis drawing, intliwtes acceptance of protessionaf'enq ineering res onsibility solely forthe desi n showa The swta6iliry and use of [his drawing for any strucWre+s[he responsiblity of the BuiPtlinq Designer per ANSI/TPI 1 Sea2. Pormoreinformationsee�his-ob§ e eralno�es a andtbesewebsiter ITW6CG� v.ww.i�woc .c m�,iPi�, www.� �inxior �.SBCn�. www.sbcinous� .com�,iCC: www csate.or 140]42103 Ply: 1 ISEQN:56300I T31 IGABL Cusl:R2322 JRetlVec2322000t CORNELLAVENUEDUP�EX Oly: 2 iFROM: DrwNO: 205.16.08a129853 D01 L RK / BM 07242014 8 2 z.a.•s ,12'8'90 r �����9 � 3•8"5 5'0"5 , 6'4"5 , ]'8"5 9'0"5 , ID'4"5 11'11'94 8.•1� __ _� _—`_� � � B..1z � �.a.. � �.q.. � �.Q.. �� �.q.. � �.q.. i �.q.. � �.�.9 , F-axa T T � E G 12 Il 8 ✓ u D / H -2SX4(At)B � � In —2,SX4,A1, P A � � � u u u � K u l:o -�ra -zz!-----------------------------���;�,g 1 � R p P 0 N M L ' ' 8�z' il'3"2 9�2' � T 7 � r i—a�,_ �,q„ �.a. ��q�� ra.+ ra.. � rr�9 ,e"�z� L ������ � � e'92 0 3 Z.4.5 ' g.B.•r � 5.a.5 6�4•5 � ].8•5 9'0"5 10'4"5' N9P��Qi 12'87t0 Loading Criteria �psp Wind Criteria Snow Criteria�ag,ai in a5F) DefI/C51 Criteria ♦Maaimum Reactions(Ibs),or'=PLF TCLC 20.00 Wind SiQ ASCE 7-05 Pg�.20.0 CC t� CAT:II PP Deflection in loc UtleFl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 90mph Pf:15.4 Ce: iD VERT(LLJ: 0.000F 999 240 q �5 /51 /55 /- l94 I5.9 BCLL: 0.00 Enclosure:Closed W�. - Cs:not used VERT(TL)_ 0.040 G 999 184 g� 7� l�e l 25 I- l- /135 BCDL: 10a0 Cate9ory:ll SnewDUration'1.15 HORZ(LL): 0.007 H - - K 15 /3 /4 /- /- /5.9 EXP:C Des�Ltl: 40.00 Mean HeighC 21,73 ft HORZ(TL): 0.001 H - - Wintl reactions basetl on MWFRS NCBCLL'. 10.00 Cotle/Misc Criteria Creep Fac�or: 1,0 A Min Brg Witlth Req= t5 TCDL:6.0 psf 8 Min Br Witlth Re SoffC 200 B W L:2.0 psf Bltlg Cotle: IBC 2006 Max TC CSI: 0.032 K Min Brg Witlth Req= t.5 Load Dura�ion'iJ5 MWFRS Parallel DisC O io hl2 TPI Sld: 2002 Max BC CSIt 0.018 Spaang:24.0" C8C Dist a:3.00 ft Rep Factors Usetl:Yes Max Web CSI: OA25 Bearings A,B,&K are a rigid suAace. Loc.from entlwall'.Any FT/RT�20(0)/0(0) I: 1.0 GCpi:0.18 Plate Type(s)' Maximum Top Chortl Forces Per Ply pbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.33 WAVE VIEW Ver 13.02 08.031820 Lumber A-B 11� -109 F-G 98 -39 V31UZ S2t:13B(Eff2Ctive 6/i/2013) B-C 59 -75 G-H 54 -35 C-D 52 -57 H-I 77 -40 Top Chord 2x4 SP#2 D-E 54 -46 I-J 24 -42 Botchortl2x4SP#2 E-F 98 -39 J-K 11 -B Webs 2x4 SP p3 Lumher value set"136"uses design values approvetl Maximum Bot Chord Forces Per Ply pbs) 1B0/20�3byALSC ChordS Tens.Comp. Chortls Tens. Comp. Special Loatls B-R 61 -32 O-N 69 -32 ---(LUmberDur.Fac.=�.t5/PlateDUr.Fac.=t.i5) R-Q 65 -32 N-M 67 -31 TC-From 64plfat -0:73to 64pifat 5B3 Q-P 67 -32 M-L 65 -29 TP From 64 plf at 5.63 to 64 plf at 11.99 P-O 69 -32 L J fii -2fi BG From 4 plf at -0.73 ro 4 plf at 71.99 Plaling Notes Maximum Gable Forces Per Ply(Ihs) All plates are t5%4 except as no�etl. Gables Tens.Comp. Gables Tens. Comp_ Loatling ```,`�J1111CIIN/I//'/'''' D-Q 56 81 M-H 5G -85 Gable end supports 8"max rake overhang. ``�� !L� � � ��� E-P 62 -95 L-I 59 -84 Tmssdesignetl(orunbalancetlsnowloads. `.,�Qy GSg7£� �,�r� F-O 6 -72 Purlins �{� `� � :. In lieu of rigid ceiling use putlins lo brace BC @ 24° C p� �No. P E10201324 (/1� OC. _ Wind 3 + STATE OF y � 6 i p. G�� Wind loads based on MWFRS with additional C8C � Mp � C� �/`� memterdesign. � ��`'� SeeIDWGSA1t0030050�09,GBLLETW02t2,& ,,/,/�� � �������"t`` GABRSTOW�09forgablewindbracingrequirements. Q]/��j/����j ^WARNING^ READ AND FOLLOW ALL NOT[S ON THIS DRAWWG! ii�,,�i, "IMPORTANT" FURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEMSTALLERS tfT�_/'�.�' Tmsses require exireme care in fabricatinq,handling shipping installing antl 6racing. Refer to antl follow Ne latest etlition of BC51(BUiltling guilding Component Safety Informahon,bv TPI and SBCA)toF safety pracnces prior to pertorming these functions Ins�a�lers shall pmvitle temporary bracin per BCSI,Unless notetl otherwise,top chord shall have pnperly attachetl structural sheathing and bottom chord sha0 have a pmoetly (�,Ofll onents altachetl riqitl ceilinq Locations shown for oermanent lateral restramt of webs shall have bracinq inslalletl per BCSI sections B3,B7 or d1 Q P as app�ical�le Appiy plates to each face oftmss and position as shown above and on the JoinCDetails, unless noted otheiwise. ftefer�o Group drawings i60A-Z for standard plate positions. IN/Builtlinp Components Group Inc shall no�6e responsible for an tleviation from ihis drawing,any failure lo builtl�he�mss in conformance with AMSIITYI 1 or for handlinq shippinq,ins�allation and brecing o7�msses A seal on Ihis drawing or cover paqe lisling Ihis tlrawing intlicates acceptance of proiessional enp meering resp onsibility solely forthe desiq n showa The swta6iliry antl use o( this drawing for any structure is Ihe responsibiliry of the Building Designer per ANSIfTPI T Sea2. For more inbrma;ion see ibis'ob's eneral noies a e antl tnese weo sites'. ITwBCG'. �vww.ltwbc com',TPf. www.t Inst or �,SBCA'. wwwsbcintlust .com:ICC www.lccsate.or 1407-12103 Ply. 1 SEQN:Sfi203 / 'f15 I HIP$ Cus��.R2322 JReC 1VBC23220001 CORNELLAVENUEDUPLE% Oty: 12 FROM: Drv+NO: 205.140841.31400 E01 RK / BM 0]I2412014 F 3 3� 5'10" , ]'4;6 3'1013 16'8"5 � 5•�4.. i6 5 5•5..z 6.4..�� � 6.4.•�� � 54'10"13 , 3]'8"9 40'4"_ 4590"8 , __ � .1.. 29'S"N 5..2 � Z.9••12 2.T��� 5�6•.8 � 'I' -`�X7 a4 T3 8 (6 l' 12 i3X4����(a) (a)� � �� a3%4 � �� � � � � �����3X5 �3X�� (a) @� _ 6�i5k�� �(e) (a) WB (e)� K�'t.5X4 ,3XA��� ��/ � `�� . � v �=3XSIB2).- � �. =3%4 -3X6 Tlfl1_5%4 =4X =4X8 =_ X4 � ` �_ T S R 0 P O N M -3X5 =_3%4 � 21'9"12 T 24•p•"2 � 1�'8 8.6�.�� �.5..6 � 85 2P9' ' 1.�..4 4'9"8 1'S�] 8'3"4 8'0'90 2"8 r't 8'6"10 16' 18• •. '92 ' 231" 2]'1a'•8 P9•3•95 3]'7"6 ' 4i'e" 415'10"A Loading Criteria�psp Wind Criteria Snow Criteria(Pg,P1in PSF) Defl/CSl Cri[eria •Maximum Reac[ions Qbs) TCLC 20,00 Wintl Sttl: ASCE 7-OS Pq 20.0 Ct:t.t CAT:II PP DeAection in loc L/tlefl UC �oc R /U I Rw /Rh /RL /W TCDL'. 10.00 Speed: 90 mph Pf:15A Ce'. 1.0 VERT(LL): 0.049 M 999 240 B 776 /18 /333 I- /280 I 3.5 BCLL 0.00 Encbwre:Closed �u: - Cs:not used VERT(TLj' 0.088 M 999 180 p p9g3 /e6 /824 I- /- I3.5 BCDL: 10.00 Category:II Snow�uralion'1.15 HORZ(LLg 0 019 M - - L 843 /15 /394 /- /- /� Des Ltl: 40.00 EXP:C HORZ(TL): O.WS M - - Wintl reactions based on MWFRS NCBCLL: 10.00 Mean HeighC 75.00 ft Code/Misc Criteria Creep Factor:1.0 B Min Brg Witllh Req= 1.9 TWL 6.0 pst p Min Br Wid�h Re 2J SoKiC 2.00 gCOL 6 0 psf Bltlg Cotle: IBC 2006 Max TC CSC. 0.880 9 Q- TPI Std 2�02 Max BC CSI: OJ98 L Min 8rg Width Req= - Loatl Duration:1.15 MWFRS Parallel Dist 0 to hl2 Bearin9s 8 8 Q are a rigid surtace. Spacing�.24.0" C&C Dist a:4.59 ft Rep Factors Used:Yes Max Web CSI: 0.863 Loc.fmm entlwalC Any FT/RT20(0)/0(0) Maximum Top Chord Forces Per Ply(Ibs) I�. 1.0 GCpi�.�.ie PlaleType(s): Chortls Tens.COmp. Chords Tens. Comp. Wind Duration: 1.33 WAVE VIEW Ver: 13A2.08.031820 Lum6er Additional Notes � A�-B 33 0 G-H 186 -217 B-C 123 -981 H-I 181 �393 Value Se�: 138(EHective 6/V20i3) WARNING:Furnish a copy of ihis DWG b the C-D 131 -806 I-J 791 -933 Top chord 2x4 SP#2:T3 2x4 SP pt: �nstallation contracbc Special care must be taken Bot chortl 2x4 SP#2 dunng handling;shipping and installation of tmsses. D-E 161 -757 J-K �69 -t02t Webs 2x4 SP#3:WB 2x4 SP#2:. See"WARNING"note below. E-F 257 -169 K-L �52 -1195 F-G 718 0 Lum6er value set"138"uses design values approvetl 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply pbs) Bracing Chortls Tens.Comp. Chortls Tens. Comp. (a)Con[inuous la[eral restraint equally spacedon B-T 752 -750 P-O �98 -Sa8 membec T-S 434 -742 O-N 198 -548 S-R 434 -142 N-M 621 0 Loading R-Q 173 -130 M-L 925 -58 Truss passed check lor 20 psf additional bottom Q-P �98 -548 chord live load in areas with 47'-high x 24"-witle clearance. Maximum Web Forces Per Ply(16s) Bot�om chortl checketl For 10.00 psf non-concurren� bfilOtom chord.live load applied per IBC-06 section �`````������E+����t����'' C eTS Te135Co 3p� G ePS Te'28 Com O 7russ tlesigned for unbalanced snow loads. Q �. Q �i T-E 560 -58 G-N 1365 -i t7 ��Q G�STt� � /i E-R 1fie -792 N-H 39 -272 Purlins + Q' ��' FO 'pL F-R 924 -Bfi N-I 166 -780 In lieu of stmCtural panels use puilins to brace all flat �� " � F-� 133 -1483 I-M 524 -55 rc@za°oc. =m No. PE1�201324 �: o-c zon -isso M-K �3s -zaa Wind �.'� � STATE(JP ,¢� ti Wind loads based on MWFRS with additional C&C ' �N Np' qj ,�� membertlesign. � a� � e,� � ♦ /��r` � �t illll�����`* ` 07/24/2014 "WARNING' READ AND FOLLOW ALL NOTES ON THIS DR4WING! g � '"IMPORTANT" FURNISH THIS DRAWING TOALL CONTRACTORS INCWDING THE INSTALLERS rTJ"v"� Tmsses require extreme wre in fabricatinq,hantllin shipping,ingtalling and bracing. Refer to and follow the latest edition of BCSI(Building guild in Component Safery Information,bv TPI and SBCA)foi safery practices prior ro pertorming these Wnctions Inslallers shall provide temporery g bracinq per BCSI UNess notetl otherv+ise,top chortl s�all have propery attached stmcWrel sheathmq and botlom chord shall have a pmperry OOfTI onents attach8tl ri id ceilinq Locanons shown for permanent lateral restramt of webs shall have bracinq inslalletl per BC51 sections B3,87 or 810 p as app.irab�e. Apply plates to each face of tmss and position as shown above and on ihe JoinCDetails, unless noted otherwise. Refer ro� (�rOU tlrewings 160AZ for stantlartl plate positions. p INJ Building Componenis Group Inc shall not be responsible for an tlevia�ion from this drawing any faiWre to builtl ihe tmss in conformance wi�h ANSI/I VI 1,or for handlinq,shippinq,installation antl bracing o7tmsses A seal on[his drawing or coverpa e lis[ing this tlrawing intlicates acceptance of prolessionaf enq ineer'ing resp onsibility solely for the desiq n shown. The su�ta�6iliry and use ot Ihis tlrawing for any shucture is the re5ponsiblity of[he Building Designer per.ANSI/TPI T Sec2. Por more Inrormation see�his b�'s�enerai notes a e antl�hese web sites�. ItWBCG�. www.i�wbc .c m:TPI�. www.t Inslor :SBCA� www.sbcindust . m:iCC. www sale.or 140]-12103 Ply: i ISEQN�.562201 �T11 /COMN Cus1�.R2322 JRefrlVec23220001 CORNELL AVENUE DLIPLE% (lry' 12 �FROM: DrvvN¢ 205.14.08413353� EaZ ` RK / BM 0]I24I2014 , 8"II 8'4"5 11'it'94 ,�2'B",io Y8��12 59"9 ' ST�9 T8.-92 �=aXa � ^ T i�A�� �� 12 � 0 � / \\ � B � � �D � � � � � ����, -� -----g '- � -- ---- �� F 11115Xd e'92, 8"12, C -Z' 11�82� T-7 B'92 59"9 59"9 8"12 e���� e�a-s irir•ia +iis"ia � � Le„tz Loadin9 Criteria (psp Wintl Criteria Snow Criteria(Pg,Pf In aSF1 DeFl/CSI Criteria ♦Maximum Reactions(Ibs�,or'=PLF TCLL�. 20.00 Wintl Sld. ASCE 7-05 pg�.20.0 Ct: 1.1 CAT'II 'PP Deflectiodin loc L/defl L/# Loc R I U /Rw /Rh i RL I W TC�L: 10.00 Speed: 90 mph Pf:15.4 Ce: 1.0 VERT(LL): 0.003 F 999 240 q _Zpp i ppp ��pi �_ �9q �5.9 BCLL 0.00 Enclosure:Clcsed Lu'. - Cs:not used VERT TL '. 0.004 F 999 160 O B` 113 I41 .I36 I- l- /135 BCDL�. 10.00 Category�.II Snow Duretion: 1.15 HORZ(LL): 0.002 F - - E -222 /222 /127 I- l- I 5.9 Des Ld'. 40.00 EXP!C HORZ(TL):-0.004 F - - Wintl reactions basetl on MWPRS Mean Height 21.73 k NCBCLL.70.00 Code/Misc Criteria Creep Factor:1.0 A Min Brg Witlth Req= 7.5 TCDC 6.0 psf g Min Br Witlth Re Sofft. 2.00 gWC ZOpsf Bldg Code:'IBC2006 Max TC C51: 0 401 � 9 4- ' Load�uretion: 1.15 MWFRS Parallel Dist O lo h/2 TPI Sitl: 2002 Max BC CSI' 0.174 E Min Brg Widih Req= LS Spacin¢24.0" C8C Dist a'3.00 ft Rep Pactors Used:Ves Max Web CSI�. 0.043 Bearings A,6,&E are a rigid surtace. Loa�(rom endwall'Any FTIRT20(0)/0(0) Mazimum Top Chortl Forces Per Ply(Ibs) C�.0 GCpi:0.18 Plate Type(s)'. Cho�ds Tens.Comp. Chords Tens. Comp. Wind Dura�ion'. 1.33 WAVE VIEW Ver:13A2.08.031820 Lum6er A-0 18� -144 C-D 135 -24� ValueSeY13B(EffectivefilV20t3) B-C �35 -2a4. D-E i42 -83 Top chortl 2x4 SP#2 Manimum Bot Chord Forces Pe�PI Ibs Bot chord2x4 SP#2 Y( � Webs 2x4 SP#3 Chartls 7ens.COmp. Chortls Tens. Comp. Lum6er value set"13B"uses design values approved B-F 108 -10 F-D 108 -10 1/30/20�3 by ALSC Special Loads Maximum Web Forces Per PIy�Qbs) Webs Tens.Comp. -----(Lumber�urFac.=�.15/Plate Dur.Fac.=1.15) TG From 64 plf at -073 to 64 plf at 5.63 C-F 0 -�33 TG From 64 plf at 5.63 to 64 plf at 11.99 BG From 4 plf at -073 to 4 plf at �1.99 Pla[ing Notes All plates are 25X4(A1)except as noted. Troussldesignetltorunbalancedsnowloads. `',*�����l. `iYYG,+iIt/,(�r'�/�fiJf 4 /'/ Purlins �"�Q~ �4`��Ft� � ��S'��i ti i OCeupt rigld ceiling use putlins�o brace BC @ 24" � ¢§` fi� 'e� � .y". ,� No. PE142Qi334 �: Wintl - Wind loads based on MWFRS wi�h atltlitional C8C y, y STrZTE O�F + ; memberdesi n w q,. � $ 9 - , i�b I � �4�i Adtlitional Notes f � . 4 �, Reactions table abDve)Gom a oon-w ntl I ad case 'f�t��� *iti;*y � requi2s upllf[coanection. SM�rt4 ��%�4/?��4 "'WARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT" FUftNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ..pT��'/'ili Trusses require extreme care in fabricatinp,hantllin sBi ping installing andbracing. Refer to and follow the latest edition of BC51(Building guildin Com,ponent Safery Information,bv TPI and SBCA)�F sa�ery practicesprior to pertorminq these func6ons Installers shall provitle temporary g bracing per BC51.Unless noted otherwise,rop chortl shall have properly attached stmcWral sheathmo anei botrom chord�shall have a propedy (�,Ofil onents attachetl ri itl ceilin Locationsshown for ermanent lateral restramt of webs shall have braan inslalled per BCSI sections 83,W or 810, (� as applicab�le App�y glates to each face o�trussantl position as shown above and on the Joinf Details. unless notetl othe�wise. Refer to Grou tlrawmgs 160A-Z for s antlartl plate posnions_ p ITW B��ilding Components Gmup Inc.shall not be responsible For an deviation(mm this drewing,any failure to builtl Ihe truss in conformance wi�h ANSI�I PI 1 or For handlinq,shippinq installaUOn and bracing�o7tmsses. A seal on this tlrawing or cover paq e listing this drawing, indicates acceptance of proTessionar'enq ineenng resp onsibility solely for the tlesi n showa The swta6ility and use of this tlrawing for any structure is Ihe responsi6lity of the Builtling Designer perANSI/TPI 7 Sec2. For more information see ihls'o�e eneral notes a e and Nese web sites'. ITWBCG:-�wena.iN�bc .c m',TPI' mrw,t inst or �,SBCA-werv,_sbcinouse . m�,ICC�. www csafe om 14�]-12103 Ply. 1 SEQN:%228 / T28 I HIPS CusC R2J22 JReL iVec23220001 CORNELLAVENUE�UPLEX pty: 8 FROM: �rwNO: 205.14084135W0 FOt RK I BM �]!26(2014 11'3"9 I � �10" i ]'4;6 16'B"5 23'1" 29'5"11 34'10"13 i 3]'e"9 40.4.• 46'T• � 5'10• � �•6"6 � 5•5��z � 6•4•�� 'I 6�4••�� �� S�s••Z � Z�9..12 29.•]-� =5X] =4X8 T3 �SX6 - �.-� --�� -� �, 12 i3%4� �(a) (a) �� �3X4 I 8 // �\�\J. �,l p �?3X5 m15XX3X5.� �(a) (a) ��WB�) (e)� �� �K�1.SX4 - )��� � �� � � � ��� � -3�(�� � � � � �� ��X5�81) r, / � ✓.�-3X4- =4X6�,�I115Xd-�8�--_JX4��� �_ U T 5 R Q P 0 N =3X5 -3X4 1407-12103 Ply. 1 SEQN:56�99 ) "113 /COMNCusCR2322 JRef: 1V8c23224001 CORNELLAVENUEDUPLEX �ty. e FROM DrwNO: 205.140841J7353 F02 f2K I BM OD242014 B'Y3 6'4'S it9TY4 1Z8"i0 �e'92 59"9 g7°9 rg�y2 �=4Xa T /L\\ a � � � � � ' B� �D �iotire �,-�----------------------------�� 1_ �� F IY1 SX4 �� rB;92, ��,3„2 �12� � B'Y2 S.l'.9 5'T'9 8..12 �8��7�2 6'4"5 11'11"14 128'YO F` -i 8 '1 Loatling Criteria �psr� Wind Criteria Snow Criteria(Pg,Pf ImaSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL' 20.00 Wind Std: ASCE 7-05 Pq:20.0 CC i.i CAT'II PP Deflection in loc UdeFl Vri Loc R /U I Rw /Rh /RL /W TCDL: 10.00 Speetl: 90 mph Pf:15.4 Ce:1.0 VERT(LL): 0.003 F 999 240 A -222 1222 /�27 /- l 94 /59 BCLL'. 0.00 Enclosure'.QOSed Lu: - Cs'.notused VERT(TL): 0.004F 999 180 g� ��3 /4t /36 /- I- /135 BCDL� t0.00 Cate9ory:ll �SnowDuration:1.15 HORZ(LL)�. 0.002 F - - 'E -222 i222 /127 /- I- 15.9 Des Ltl: 40.00 EXP'.C HORZ(TC):-0.004 F - - Wind reactions basedron MWFRS NCBCLL: t0.00 Mean Height 21,73 ft Code/Misc Criteria Creep Factor: 1.0 A Min Brg Witlih Req= LS TCDL-.6.0 psf B Min Br Witlth Re - Soffit 2.00 gGDL2.0 psf Bltlg Code�. IBC 2006 Max TC CSI�. 0.401 9 . 4- -. Load Dura�ion'. 1.15 MWFRS Parallel Dist 0�o h!2 TPI Std'. 2002 Max 8C C51�. 0.114 E Min Brg Witlth Req= 1.5 Re Factors Usetl:Ves Max Web CSI: 0.043 gearings A,B.&E are arigitl surtaw. Spacing:2a.0" C&C Dist a:3.00 k P Loc.fmm�endwall'.Any FTIRL20(0)IO(0) Maximum Top Chord Forces Per Ply(16s) I:�.0 GCpi_0.18 Plate Type(sp. Wintl Duration� 1.33 WAVE VIEW Ver. t3.02.08.031820 Chortls Tens.COmp. Chords Tens. Comp. LUmbef A-B 181 -144 C-D 135 -241 ValuESeC 130(EffeG�ve 6/V20�3) B-�C 135 �-241 D-E 142 -83� Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chortl 2x4 SP#2 Web=.2x4.SP p3 Chortls Teos.Camp. Chortls Tens. Comp. Lumber value set"13B"uses tlesi9n values approved B-F t08 -10 F-D i08 -�0 1/30/2013 by ALSC Special Loatls Maximum Web Forces Per Ply(Ibs) ---(Lum6erDur.Fac.=1.15/PlateDUr.Fac.=t�5) Webs Tens.Comp. TG From 64 plf at -073 ro 64 plf at 5.63 C-F 0 -133 TG From 64 plt at 5.63'to 64 plf at 11.99 BG From 4 plf at -0.73 to 4 plf at 11.99 Plating Notes All plztes are 2.5X4(A1)'except as notetl. Loatling ``;,,�*��MII E1111w��rlt', Trusstlesignetlforunbalancetlsnowloatls. ,i�.yi �,"'t ,}� Jr��' +7 Purlins y�'��Q�' ��y5it�,�. Qe�% In lieu of ngid ceiling use purlins�o brace BC @ 24" *. �}" �- b '� � OC. `'+C� wine :o] N0.PE1020132d cn� Wind loads basetl on MWFRS with addi�ional C&C � + STATE C}F � ."'". memberdesign. i � p p� " �� a'D I `� . �W'wrC Additional Notes / � \ � Reactlons table abo�ve)f�roma�non-w'��nd I ad case ����1(,�E �N���`���J requires uplifl connec�ion. ���y�� 07/24/20I4 ^WARNING" READ AND POLLOW ALL NOTES ON THIS DRAWING! ��-/ "IMPORTANT" FURNISHTHISDRAWIN6TOALLCONTRACTORSWCLUDINGTHEMSTALLERS �Tl�% Tmsses require ezireme care in fvabricatina,hantllin shio ping,installing antl bracin9. Refer ro and follow Ihe latest edi[ion of BCSI(euildin9 BW�(�Ip breciPg perIBCSIYUnlessno�ed othervv�iseatop ehord shalleha a pro�pe�ly ettached s�r c�twel shesthinq entl bottom chordashPall have pio�e�y g attachetl riqid ceilinq. Locations shown for permanent Iaierel restraint of webs shall have bracmq installed per BC51 section=..83 87 or�,o, Components as applicable AppTy plates to each face of tmss and posdion as shown above and on lhe Joinf Details, unless noletl�otherrvise. �Refer�o Grou tlrawm�s 160A-Z for standartl plate positions. p InN Building Componen�s Group Inc shall notbe responsible for an deviation from this drawing,any faiWre to builtl the tmss in conformance wdh'AN51/IPI 1 or for handGng shippinq,installation antl bracing o7trusses. A seal on this drawing or cover pa�qe listing this tlrawing, indicates acceptance of.protessonaf enc�ineering res onsibility solely forthe tlesiq n showa The swta ility and use of this tlrawing for any structure is the responsiblity of lhe euiPtling Designer per ANSI/TPI i Sec2. Pormoreinformationseemis'ob's enerafnores a eantliM1esewebsites: ITWBCG: w.wv.ltwbc c m:iPf. www.t Instoi :SBCa�. www.s�cintlur, . m�,ICC�. www csafe.or 1d0'-121�3 Plyi 1 SEQN:83309 / T23 I GABL Cus[R2322 JReC iV8c23220001 CORNELLAVENUEDUPLEX Oty: 4 FROM'. �rvoN¢ 205.14084138933 G01 Page i ot 2 RK I BM 0I24/2014 � �.4.. � ..r�..y '�fi-�--�,�L � iz.e' 4 i�s.1 Fzo�,s° ;zr,i r:E-- q 1'9"��14� 14'�1'010 �3 14 �5 �4 ��1� i..12 6'4"11 � 562�� 2'9�2 2'�]�� 51�' � 9 1 a5589]tle'S9 11• ���' "�915T'i 8�• .191 219" 3.1" 295"11 34 _! o. ' n �P 0. R S T ll � �/ T SA]_ BR � -SX6 __ M � �� . �B 'ij�;3%4-�Ei � � BP � � � / 12 �d�� -3��VBfvf3X6 W13/ ���3X4 / /.� 8.�3X�H �./ � .B� BC. � ��I���80 � al! ��'� A��3X5 � �BF BK � � �. /� o3X4F BA. .(a) � W9 �� (e) � � �% AR �w B0��3X6 � A q � � AY � � � �� // � � _ AV �� � �A / �\\=�X51B1 � _r3XA1�J�� i3��. ATS BS �-.-�/j ." \ 39�1 �/�-/'%"�'T/�%/i 7�/i�3X6 -3�4 �3X4 � 1 AM AL AK AJ AI AH AG AF-3X4 AE A�AC Ae =3X4 -3X4 =4X6 =_4X6 �"8 12'11"�0'9" pd�p"g 8 1,9. �,� �,2,�ZS�� � 1' �10 2 � 5 6'4'•11 � 6'4..11 8f5 ]�S•.G l 8.6.10 0"� i�-- • ~ r� „10 i6' i6'8"5 23.1„ ' 29'S"11 '30'2" 379"6 � 46•2" �"l i '.� 9�� ��4.. Loading Crileria (pst) �Y�nd Cr�°pria 80��� Snow Criteria�ag,P;in PSF) Defl/CSI Criteria •Maximum Reactions(16s),or"=PLF TCLL 20.00 Wind Sttl' ASCE 7-OS pg;p0.0 Ct:1.1 CAT:II PP DeOec�ion in bc L/deFl L/# Lac ft I U I Rw /Rh /RL /W TCDC 5D'DO Speed-.90mph Pf: 75A Ce:1.0 VERT(LL): O.OS6 W 999 240 B t10 �3� /89 /- /293 /3.5 BCLL'. 0.00 Enclosure:Closetl Lu: - Cs:not used VERT(TL): 0.115 W 999 180 g• 66 /5 /34 I- l- I 155 BCDL'. �0.00 Category:ll SnowDuration:1.15 HORZ(LL): O.Ot7AB - - BS`223 /5 /72 /- /- /105 DesLd:- 40.00 EXP_C HORZ(TL)�.-0034 AB - - Z 1187 l39 I528 I- /- /3.5 NCBCLL' 10.00 Mean Height: 15.00 ft Code/Misc Criteria Creep Factor: 1.0 Wind reactions based on MWFRS SoHiL 200 TCDL:6.0 psf gldg Cotle: 18C 2006 Max TC CSP. 0725 9 Q- BCDL'.6.0 psf B Min Br Witlth Re 1.3 LoaA Duratioa t15 MWFRS Parallel Dist:0 to h/2 TPI Std.�2002 Max BC CSI: 0.823 B Min Br9 Width Req= �- Spacing'24A" C&C Dist a'.4.62 ft Rep Facfots Used'.Yes. Max Web CSI'. 0�44 65 Min Brg Witl�h Req= - Loc.from endwall:An FT/RT'20(OJ/0(0) Z Min Brg Width Req= �.3 Y Bearings B,B,BS,8 Z are a rigitl surface. I'� 0 GCpi_0_18 Plate Type(s): - � Wind Duration: 1.33 WAVE VIEW Ver:13A208.03�820 Mazimum 7op Chord Forces Per Ply Qbs) Lumber Additional Notes Chords Tens.Comp. Chortls Tens. Comp. ValueSeC13B(Effective6/1/20�3) SeeDWG5A�00�5050t09,GBLLETIN0212,8 q.g 33 0 N-O 450 0 Top chortl'2x4 SP K2'T3 2x4 SP#�'. GABRST050�09 for gable wintl bracing requirements. 8_C 167 -147 O-P 3�5 0 Botchord2x4SP#2 WARNING.FUmishacopyofthisDWGtothe C-D �fi2 -130 P-� 2�0 -342 Webs 2xa SP#3:W9,W i3 2x4.SP#2'. installation contracror.Special care must be taken D-E 154 -115 Q-R 210 -342 Wmber value set"13B"uses tlesign values approved tluring handling,.shipping and installation of tmsses E-F 1a7 -98 R-S 209 -338 V30/2013 by ALSC Sez"WARNING"note below�. F-G 196 -75 S-7 209 -336 Bracing G.-H 159 -59 T-U 210 -342 H-I 211 -56 U-V 228 -414 (a)Continuous lateral restraint equally spaced on I-J 213. -42 V-W 271 -873 member. �-K 241 -27 W-X 276 -1394 Plating Notes K-L 372 0 X-V 254 -1510 L-M 401 0 Y-Z 237 -��686 All plates are L5X4 except as notetl. M-N 368 0 Z-AA 33 0 Loatling Gable end supports 8"max rake overhang. Maximum Bot Chortl Forces Per Ply(Ihs) `��U�y�������tJ/�� Chords Tens.COmp. Chortls Tens. Comp. Bottam chord checked for90.00 psf non-concurrent y\� � rj� botlom chordlive load applietl per IBC-O6 section .��� �,� /� �l� B-AM 142 -165 AGAF 158 -162 1607. ,��� `�.. �(7 ��j AM-AL 140 -164 AF-AE 401 -482 Q C73:°T��{ � '� AL-AK 138 -�t64 A6AD 639 0' Tmss designetl For'onba{ancetl snow loads. �: F. ;� +L : � rC ��<" O "p „ AK-AJ 137 -164 A�-AC �022 -8 Purlins `„�'�� '� AJ-AI 137 -163 AC-AB W22 -e� �p� No. PE102�)1324 �= In lieu of structural panels use putlins to brace all flat .. • � � A6AH "I39 -i29 AB-Z 1340 -1 W rc @�za°oC. � y STATE QF � AN-AC isa -isz . Wintl � �,�+d � ty�"��(�j ,�4 Maximum Webforces Per Ply Qbs) Wind loatls based on MWFRS with adtli�ional C8C r � � `C� y` �/�/ebs Tens.Comp. Webs -Tens. Comp. membertlesiga � � t���� �� � F-AN 85 -102 BG-BI �43 --33 �r I11��1�{`1`, �� AO-AP 83 -94 P-BH 92 -1044 07/24/2014 Ai-AP ea -iss P-e� iiea -�ri AP-AH 89 -127 AFBI 152 -1302 "WARNING" READ AND�FOLLOW ALL NOi'ES ON THIS DRAWING! ��q "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCW�ING THE INSTALLERS ,%T;.`i��.J Trusses require exireme care in fabricztinq nantllinq shi0 ping,installing and bracing. Refecto and follow the latest edition of,eCSl(Building Bp1�C�10 Component Safery InFOrmation,bv TPI and�SBCA)�oF safery prachces prior to pertorming ihese functions Installers shall pmvide temporery g braang per BCSI Unless noted ojherwise,top chord shall havepropedy atlached structural sheathiog and bottom chortl @hall have�a propetly (',Oltl onents attache0 npItl ceiling. Locations shown ior oermanentlateral resiraint of webs shall have braanq lnstalled per BCSI sections B3,B7 or 810, P as applicable Appiy plates to each face of t�uss and position as snown above and on ihe Joint Details, unless noted othervvise. Refer to Group tlrawmgs 76oA-Z For stantlard plate posrtions. ITW Buildinp Componen�s Gmup Inc shall notbe responsible for an deviation fmm tfiis drzwing,any faiWre to build ihe tmss in conFOrmance with A�VSI/TPI 1,or for hantllinq shippin�q,installation and braang oYtrusses. A seal on thisdrewing or cover paqe_listing�this drawing, indicates acceptance of proiessiona en ineering resp onsi6ility solety For Ihe desiq n shown. The swta6ility and use of this drawing�for any structure is the responsib�ity oF the Builtling Designer perAN51/TPI TSec2. In10�me6on see thls�ob's e e�al no�es a entl�M1ese web si�es�. ITNBCG: wrwv.IM1Vbc c nl TPL w�wtt insl o�15BGA:www.5�cintlus� . n;ICC wwei csafe.o� tA0'-12103 Ply:' 1 SEQN:8330�J1 T23 /GABL Cust:R2322 JReCiV8c23220001 COP.NELLAVENUEDUP�EX� O�y: 1 FROM: DnvNO�. 205.140841.36933 G01 Paqe 2 of 2 RK I BM 0�/24/20�4 AQ-AR 55 -196 BH-BK 49 -233 AR-AS 35 -176 BK-BM �41 -173 AH-AS 76 -221 BL-9M 1120 -768 AT-AU 1�0 -92 BM-AE 949 -135 AT-AV 85 -239 BN-BO 39 -ifi4 AV-AV 77 -231 BO-BP 2� -83 AW-AX 729 -54 BP-BQ 19 -69 AX-K 141 -54 BQ-BR 24 -99 AV-BA 83 -237 U-BR 128 -628 K-AZ 82 -206 AE-V 69 -822 BA-BD 76 -231 BR-AE 1�9 -562 BB-BC 94 -243 V-AD 750 -87 BGBE 70 -724 AD-W 186 -722. BC-AF 143 -410 W-AB 476 -55 BE-BF 40 -186 A8-Y 134 -299 BF-BG 41 -204 Maximum GableFOrces Per Pty Qbs) Gables Tens.COmp. Gables Tens. Comp. C-AM 40 -77 AZ-L 24 -78 D-AL 40 -86 BA-BB �0 -34 E-AK 32 -75 M-BE 59 -198 F-AJ 61 -55 N-BF 37 -2 AN-G 37 -104 O-BG 49 -294 AO-AI 38 -1�0 BJ-Q 25 -167 I-AR 39 -132 BK-BL �5 -114 AU-AV 15 -49 R-BO 35 -15� J-AW 29 -98 S-BP 5 -28 AX-AY 38 -12 T-8Q 64 -15 '��l��ii119171//�y.��' `,��\t�� � , �+rt�rl' ���,`�� GS•+5~�k��`�'�''�i ti� �6:. FG�'. ,U +.^. :m �dfl. PE10�41324� �z � � SiriTE OF q+- � .. �h6 � �:P �,�`4�� " \� i �� � -� r�'�!� n�a�ir�'�r 07i24/20I4 "'WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Y -: i.- "IMPORTANT^ FURNISHTHISDRAWINGTOALLGONTRACTORSINCWOINGTHEJNSTALLERS . TJ� Tmsses require exireme care in fabricatin9,handlinq shipping,irstalling antl bracing. Refer to and follow ihe latest edition of BCSI(BUiltling guildin Component Safety Information,bv TPI and SBCA)�o'r safety prectices prior to performing these Wnctions Installers shall provide temporary �s bracinq per BCSI.Unless noted oTherwise,top chord shall have properly aflachetl simctumf sheathin❑and bottom chortl shall have a pmpedy OOfll onents aHachep rioitl ceiling. Locations shown Por oe�maneN lateral restramt of webs shall have bracmq�installetl per BCSI seclions 63, B7.or B10, p as applicable Appiy plates to each face of tmss antl position as shown above and on the Joint�etails; unless notetl othenvise. Refe�to Group drawings 1fi0AZ for standard plate positions. ITW Buildmq Components Group Inc.shall not be responsi6le for anv tleviation from'this tlrawing.any failure to builtl the tmss in contormance with ANSIITPI 1�or(or hantllinq shipping,installation antl bracin�o(VUSSes. A seal on tM1is tlrawing o�coverpaqe.listing this tlrawing, indicates acceptance of protessionaf en ineenng responsbility solely for the desi n shown. The swta6iLry and use of this tlrawing for any shucWre is the responsib�ity of the Buildmg Des�9ner per ANSI/TPI 1 Sec2. For more-mformation see tFis bb's e eralno�es a antl tM1ese web snes�. ITWBCG. www.im.oc .c m�,rai: www.t �ns�or :50Cn� www secimust . n�,iCC: www csare.or 1407-12103 Pty�. 1 SE�N:56319 / T14 /GA6L CusLR2322 JReC iV8c23220001 CORNELLAVENUEDUPLEX Qty: 1 FROM: �iwN¢ 205.14.0841.40460 G02 RK I BM 0I24/20�4 .�, �'4"5 � az�e;m �.--� ,9 , i . . � � �� � , �;- 'I1'94 8 12 8"12 � 3'd'S 5'0'8 r�4"5 ]'B"5 9'0"5 , 1�'4"5, it tl"iL T4' 14. ��q. �,q�� �.q, i �.q.. ���,�9 '1 F°4X4 _- /n�� T E �/ �� G ��2j �� \\ B V � � H / C �� I =2.5X4(At) � �26X4(Ai) B � � i,o A � k�3,�Ll G C' ����=-� � � R 0 P O N _ M -_L- -� I� 8'92, g^�p, �- 11 3 2 -� eei ra�� �.q.. , �,a„ , ��q�� �.q. �.q.. r�.s e"�zl �"�..�' .24"5 -i �.8•5 5�.5 � 6�4.5 � ].B•SY 9����ST 10'4"5' it'11'94' 8„� 1' 1�10 Loading Critena (psp Wind Criteria. Snow Criteria(Pg,vnn PSFI Defl/C51 Crite�ia �Mazimum Reactions(Ibs�,or'=PIF TCLL�. 20.00 Wind S�tl: ASCE 7-OS Pg 20.0 Ct 1.1 CAT:II PP DeFlection in loc L/defl L/# Loc R� /U l Rw I Rh /RL /W TCDL'. �0.00 Speetl: 90mph Pf:15:4 Cei��.0 VERT(LLp. 0.000F 999 240 q �5 I51 /55 /- /94 /�5.9 BCLC 0.00 Endosure:Closed W�.- Cs:notused VERT(TL)�. 0.000 G 999 180 B' 71 I18 I25 /- /- /135 BWL: 10.00 Category:ll SnowDUration'. 1.15 HORZ(LL)'.'0.001 H - - K 15 !3 l4 /- /- /5.9 EXP:C Des Ltl: 40.00 Mean HeighC 2173 ft HORZ(TL)� 0.00� H - - Wind reactions based on MWFRS NCBCLL 10.00 Code/MiscCriteria Creep Factor:1 D P. Min 8rg Witlllt Req= 1.5 TCDL'.6.0 psf B Min 8r �Witlih Re Soffit 2.00 BCDL�.20 psf Bldg Cotlei 18C�2006 Max TC C51�. 0.032 K Min Brg Witlth Req= t5 Loac Dura�ion:1.15 MWFRS Parallel DisC 0 to h/2 TPI S[d-_2002 Max BC CSI'. 0.018 Spacing:24.0" C&C Dist a�:3.00 ft Rep Facrors Usetl�Yes Max Web CSP. 0.025 Bearin9s A,B,&K are a rigid surface. Loc.from endwalC Any FT/RT20(0)/0(0) Maximum Top Chord Forces Per Ply(Ibs) I:1.0 GCpi:�0.18 Plate7ype(s): Chords TenSLomp. Chords Tens. Comp. Wind Duretion� 1.33 WAVE I VIEW Vert 13.02.08 031820 LUmber � A-B 111 -109 F-G 98 -39 Value Set 13B(Eftective 6/1I20�3) B-C 59 -75 G-H 54 -35 C-D 52 -57 H-I 17 -40 Topchord2x45P#2 D-E Yl -46 I-J 24 -42 Botchortl2x4SPit2 E-F 98 -39 J-K 1� -e Webs 2x4�SP#3 � Wmber value set"13B"uses Oesign values approved Maximum Bot Chord ForceaPer Ply(Ibs) 1l30/2013byALSC Chords Tens.Camp. Chords Tens. Comp. SpecialLoads B-R 61 -32 O-N 69 -32 -----(WmberDur.Fac.=1.15/PIa�eDUr.Fac.=1�.15) R-Q 65 -32 N-M 67 -31 TP From 64 plf at -073 ro 64 plf at 5.63 p-P 67 -32 M-L 65� -29 TOFrom 64plfat Sfi3to 64plfat N99 P-0 69 -32 L-d 61 -26 BG From a plf at -D 73 to 4 pli at t t.95 Plating Notes Maximum Webforces PerPty Qbs) All plates are 1.SX4 except as noted. Webs Tens.Comp. F-O 6 -72 Loatling `�y�1�i111Hi/liJtr Gable entl suppoRS 8"max rake overhang. *1 �p-!r Truss designetl for unbalanced�snow loads. ```�.��'���G.� e..�..�ti'�T'��iij�I Gablesu Tens Comprces Gab es "bens. Comp. Purlins ,+�� Q 4�^� 'cfi;c4" '� �„ C-R 59 -84� N-G 62 -95 In lieu of rigld ceiling�use putlins to brace BC @ 24" "� � � ��� D-Q 56 -et M-H 56 -e� OC. �m �y{O.pF}Q2�'�2�} �j� E-P 62 -95 L-I 59 -84 Wind '_�' � SYATE OF i � Wintlioatls basetl on MWFRS with additional C&C ,Q- : 1 memberdesign. y �+4�j � . �3F 4't�.; i `�� Addi�ional Notes � -'� SeeDWGSA10030050'109,GBLLETIN0212,&� ���I/;��r ,"'iy��1k>> '.��J GABRST050109(orgablewintlbracing�.requirements. 'S� 07/24/20I4 "WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI S ��,�,% `9MPORTANP" FURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS eT✓.� Tmsses require extreme care in fabricatinq,hantllin shipping,irstalling�antl bracing. Refer to and follow the latest edition oF BCSI(BUilding guildin Component Safery Informahon,by TPI and SBCA)foF safety prachces prior to peROrming these�unctions Installere shall provide temporary g brecing per BCSI.Unless noted otherwise,rop chord shall have properly atlachetl structural.shea�hmg and bottom chord shall have a propedy (�,Olil onents attach_tl n9id ceilinq Locations shown for permanent lateral restraint of webs�shall ha`/e bracmg msi211ed per BCSI sections B3 67 or 870, p as appliwble. Appiy�lates to each[ace of Imss and position a=shown ahove and on the Joint Detai{s. unless note6 otherwise. ReFer to� (i YOU tlrawmgs 160A-Z for s andardpla�e positions � p INV Buildinq ComponenisGroup Inc.shall not be responsible for anY tleviatian from this tlrawing,any failure to builtl lhe truss in conformance wnh ANSI/TPI 1,or for hantllinq shippinq,installabon andbracin�o,(russes A seal on this drawing o�coverpa e.listingYhis drawing, indicates acceptance of proiessionaf enq ineenng reso onsibility solely for[he desiq n shown. The swta6iliTy antl use of this tlrewing for.any structure rs the responsiblity of the Building oesigner per ANSI/TPI T�Sec2. Pormorelnfonnationsee:nis'ob's eneralnotes a andihesewe�sites: ITWBCG: wvnv.ltwbc .cm',TPI�. wvnv nst.or .SBCA�. www.sbcinoust . m;ICGwww csa�eor 1407-12103 Ply. 1 SEQN:8330d / T12 IGA�L Cus1:R2322 JReC 1VBc23220001 CORNELL AVENUE DUPIEX Oty: 1 FROM: DiwNO: 205.14.0841R2120 H�� Page 1 0l2 RK I BM O7B4I2014 3.1,.• 5•8••9 ua[�..4 9'9" � 112,'S"3� 15•1•• iT9"1 � 20'5" ,22j11"a ;.�� 1'4L4-5•. " B` 11�3"3�_�iJ'9'14, 16J8'�F191 � 21!9"� 5"11 1 34'10'93 , 3]'8"9 40'4"i 46'2" , __ _�. , i �.Q.. �:.a � �.3 97 ia.. 5 �.d. 0..1 J 29 � __'"� -I ,__ L- �.4.. i �.Q�.��.p..��� �.6�3 � �.4. �.�.5 �.4, ��Q., y..12 6•4�•11 � 5•5.•2 � 2•8.12 2��.�,-'I _ �PSX7 R S T BR T3 ° X6 ' � g� rI �gJX4 M �tl�L FBPI 6q � 12 �j%4�K� / � :3�\��Ma� Wi� W�3%4 8 � I � A��BE eC-� (BaHBN BO .3X�� q�� 0C- BF �B� BK �9) (a)� � X�3X5 _ E%4 F � ���� (e) .P� R BA �a)3X6 W9 // V _ � �(I AII�AW y/AV Y \ // =3XA(� I I ���:7 ATS 85 \: \ / / \ZXS(Bp 1 _G / _ � 0.4 (/.�Ti�i i i i i i i 7"�7-3X8--33Y4 =3X4 A� �_ AM AL AK AJ AI AH AG AF-3X4 AE AO AC AB °3X< =3X4 -AX6 =4%6 �° �Z��•.B � 8.9.. 2a'2"8 j �0"8 1'9'; , 1'4" , 1'S;1Z5�11 1'S"6 �8';5 6'4'91 , 6'4'91 ti8;5 ]'S"fi , 8'6"10 10'8 � - -_ �.._ V�1.9" q 4•5" 14 7.2•12Q�•.10 16' 'i6'6"5 23'1" ' 29'S"11 '30'2" 31']"6 ' 46,2•• 1U Loading Criteria(psp V�%�nd Crit°pr���14 Snow Criteria�Pgpi In a5F) Defl/GSI Cri[eria ♦Maximum Reac[ions(Ibs�,or'=PLF TCLL� 20.00 Wind Sttl' ASCE 7-OS Pq 20.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Speed: 90 mph Pf:15A Ce: 1.0 VERT(LLj: 0.056 W 999 240 B 110 /31 /89 /- /293 /3.5 BCLL: 0.00 Endosure:Closerl Lu: - Cs:not used VERT(TL): 0.115 W 999 180 B' 68 /6 /35 /- /- /151 BCDL: 10.00 Ca�e9ory'.II SnowDuration: iJS HORZ(LL): 0.017AB - - BS'223 /5 /72 /- /- /105 Des Ld: 40.00 EXP:C HORZ(TL)' 0.�34 AB - - Z 1187 /39 /528 /- /- I3.5 Mean Height:15.00 ft NCBCLL 10.0o Code I Misc Criteria Creep Facror: 1.0 Wind reactions based on MWFRS TCDL-6.0 psf B Min Br Witl�h Re 7.3 Soffit 2.00 BCDL:6.0 psf Bldg Code'.IBC 2006 Max TC CSI: 0,725 9 q- B Min 8rg Width Req= - Loaa Duration: 7.15 MWFRS Parellel Dist 0 to�hl2 TPI Sttl: 2002 Mar BC CSI: 0.823 gS Min Brg Width Req= - Spacing:24.0" C8C Dist a:4B2 ft Rep Factors Used:Yes Max Web CSI: 0744 Z Min Brg Witlth Req= t3 Loc.fmm endwall:Any FT/RT'20(0)IO(0) 8earings B,B,BS,8 Z are a rigitl sudace. 1: 1.0 GCpi:0.t8 PlateType(s): Wind Duration:1.33 WAVE VIEW Ver: 13A2.08.0378 20 Maximum Top Chortl Forces Per Ply(16s) Lumber Atltlitional Notes Chortls Tens.Comp. Chortls 7ens. Comp. Value SeC 138(Effective 6/t/2013) See DWGS A100150507�9.GBLLETIN0212,8 q.g 33 0 N-O 450 0 To chord 2x4 SP ffi2:T3 2x4 SP#1: GABRST050109 for 9able wind bracing requirements P B-C 167 -147 O-P 315 0 Botchortl2x4SP#2 WARNING'.Furnishacopyofthis�WGtothe C-D 162 -130 P-Q 2t0 -342 Webs 2x4 SP ri3'.W9,W 13 2x4 SP�#2: installa�ion contractor.Special care mus[be taken D-E 154 -115 �-R 210 -342 Wmber value set"138"uses design values approved during hantlling shipping antl installation of tmsses. E-F 147 -98 R-S 209 -338 1/302013 by ALSC Se=_"WARNING"note below. F-G t96 -75 S-T 209 -336 eracing G-H 159 -59 T-U 210 -342 H.I 211 -56 U-V 228 -474 (a)Continuous la[eral restraint equally spaced on I-J 2�3 -42 V-W 277 -873 member. J-K 241 -27 W-X 276 -1394 Platinq Notes K-L 3�2 0 X-Y 254 -1510 L-M 401 0 Y-Z 237 -1686 Ail.plates are L5X4 except as noted_ M-N 368 0 Z-AA 33 0 Loading Gable end supports 8"max rake overhang. MaximumBO[Ghortl Forces Pe�Ply(Ibs) Bottom chortl checked for 10.00 psf non-concurrent ��µll������l/Iq�� ' Chords Tens.Comp. Chortls Tens Comp. botlom chord live load applied per IBC-Ofi section �\��C� E , �4 B-AM 142 -165 AGAF t58 -i62 1607. `��� ` � �/i� AM-AL 140 -164 AP-AE 4�1 -482 Tmss tlesigned for unbalanced snow loatls. ��Q��\57E'� Oif.1�+„ AL-AK 138 -t64 AE-AD 639 0 w q. jjjQ„4. F� .�� AK-AJ 137 -164 AD-AC 1022 -e Purlins �y,�� ,�,.L AJ-AI 137 -163 AC-AB 1022 -8 in lieu ot simcwrai paneis use punins m brace au fiat :2� NO. PEf Q20132d (,p �� P.6AH ias -t29 AB-Z i3ao -ion TC @ 24"OC. � � AH-AG 158 -162 ' . STATE OF . 2 wind � �N �Q, .Q-` Mazimum Web Forces Per Pty Qbs) Wintl loads based on MWFRS with.atltlitional C&C D � Fi�,V��'� Webs Tens.COmp. Webs Tens. Comp. memberdesign. � �� �, F-AN 85 -102 BG-BI 143 -33 ''''�� i11fN��,�`` � AO-AP 83 -94 P-BH 92 -10aa AI-AP 58 -195 P-BJ 1164 -177 (1'J/?¢/?��� ARAH 89 -127 AF-BI 152 -�302 ^WARNING' ftEAD AND FOLLOW ALL NOTES ON THIS DRAWING! �I',i" ^IMPORTANT° FURNISH THIS DRAWMG TO ALL CONTRACTORS WCLUDING THE INSTALLERS 5T�/S' Tmsses require exireme Ca[e in fabriCalino,hantllinQ shioping,installing_and bracing. Refer to and follow lhe latest etlition of BCSI(euilding BUI�(�Ifl Component Safery Information,bv TPI and�SBCA)roF safery praUices prior to pertormin9 these functions Installers shall pmvide temporary g breang per BCSI.Unless noted otherxise,cop chord shall have propedy attachetl slmcNral sheathing and botlom chord shall have a pmpedy (�,011l onents attachetl rigid ceilinc7. LoCdtions shown for permanent lateral resUamt of webs shall have bracina inslalletl per BCSI sec6ons B3,87 or di Q p as applicable. Appiy Dlates to each face of truss and position as shown above and on the JoinrDetails, unless notetl other�vise. Refer b G rou tlrewings i60Ad for stantlartl plate posrtions. {� ITW Builtlinp Componen[s Group Inc.shall not be responsible for any tleviation from ihis tlrewing,any failure ro 6uild ihe�mss in conformance with ANSI/TPI 1,or for handlinq shippinq,installaM1On and braCing of tm55e5. A 5eal on Ihis tlrawing of tovef paqe li5ting Ihis d�awing intlicates acceptance of pro�essionaf enq ineering reso onsibiliry solely for the desiq n shown. The swta6ility antl use of [his tlrawing for any stmcture is Ihe responsiblity of the Builtling Des�gner per ANSI/TPI T Sec2. FormoreinlormauonseeR�is-oo's eeralno�es aeane�nesewebsites: ITW3CG�.viww.ipvbc mm:iPl-. vnnvllnslor :SBCA'.wmv.sbuntlus m:ICC' vmv� saleor 1407-12103 Ply: 1 SEQN'83304 I T12 /GABL Cusf.R2322 JRet 1VBC23220001 CORNELL AVENUE DUPLEX Oty: 1 FROM: OrvvNO�. 205J4.0841 42120 H01 Page2ot2 RK / BM O�I2a201d A�-AR 55 -196 BH-BK 49 -233 AR-AS 35 -176 BK-BM 41 -173 AH-AS 76 -22� 6L-BM 1120 -168 AT-AU 170 -92 BM-AE 949 -135 AT-AV &5 -239 BN-BO 39 -164 AV-AY 77 -231 BO-BP 27 -83 AW-AX 129 -54 BP-BQ 19 -69 AX-K 141 -54 BQ-BR 24 -99 AV-BA 63 -237 U-BR 128 -628 K-AZ 82 -206 AE-V 69 -822 BA-BD 78 -231 BR-AE 119 -562 BB-BC 9a -243 V-AD 750 -87 BC-BE 70 -224 AD-W 166 -722 BC-AF �43 -410 W-AB 476 -55 BE-BF 40 -186 AB-V 134 -299 BF-BG 41 -204 Maximum Gable Forces Per Ply(16s) Ga61es Tens.Comp. Gables Tens. Comp. C-AM 40 -77 AZ-L 24 -78 D-AL 40 -e6 BA-BB 10 -34 E-AK 32 -75 M$E 59 -198 F-AJ 61 -55. N-BF 37 -2 AN-G 37 -104 O-BG 49 -294 AO-AI 38 -110 BJ-� 25 -167 I-AR 39 -132 BK-BL 15 -714 AU-AV 15 -49 R-BO 35 -157 J-AW 29 -98 S-8P 5 -28 AX-AV 38 -12 T-BO 64 -11 ````�,�11111 E I NI!//��''''i � � o �a M , :`.���`'��G'�'S 7E�jrO Qify�„` 'm No. PE502p1324 �� 4 ; . � STATE Of i ti i �ND I NP ����� � \ � i���f l �� 4!� u�1�t���� o�n_an_o i a °WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! �;,�,;, "IMPORTANT^ FURNISH THIS ORAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS h�T��'/�,� Tmsses require extreme care in fabricatinq,handling shipping,in5�alling.and bracing. Refer�o and(ollow the latest edition of BC9(Building B�I�(�I Ilg Component Safery Informahon,bv TPI and SBCA)foF satery prachces prior to pedorming these functions Installers shall provide temporary bracinq per BCSI.Unless notetl otherwise,top chord shall have properly attachetl structural sheathing antl botlom chortl 5hall have a properly COtTI onents attachetl ri�itl ceilinq Locations shown for permanent lateral resireint of webs shall have bracinq installed per BCSI sections B3,87 or 810, p as applicable. App7y�lales to each face of tmss antl position as shown above antl on the JoinCDetails, unless notetl otherwise. Ftefer to Grou p drawings 160A-Z for s andard plate positions. ITW Builtlinq Components Group inc shall not be responsible for anv tleviation fmm ihis drawing any tailure to build the tmss in conformance with AVSIITPI 1,or for hantllinq.shippinq installa�ion and bracing ol lmsses. A seal on fhis dra'wing or coverpaq e lis[inq this drawing indicates acceptance of pmtessionaf'enq ineering resp onsibility solely for the desiq n shown. The swta6iliry anH use of [his tlrawing For any struc[ure is the responsi6lity of the Building Desi9ner per ANSI/TPI T Se0.2. Po�more inlormaAon see this oe's e eral noles a ane these wee sites: ITw9CG. wvrv+.iLLVOC c m',TPI'wvrvt� Inst or '.SBCH: www.sbcin�ust . m;ICC:wmv iccsale.or 160]-12103 Pty: 1 SEQN:56336 / T29 /GABL Cus1:R2322 JReE iVec23220001 CORNELLAVENUEDUPLE% Qty: 1 FROM: DrwNO: 205.140841.43760 H02 RK / BM 072d2014 2�4"5 , �128"d0 s iz �.�..9 � �.q..-��q��r�.q..-f-�-i�q��-f- �.q.. � � ^ 3'8"5 , 5'0"5 6•4.'S ]'8"5 9'0"5 104 5 11'11'9q 8•92 �.q.. F=4X4 ! E G 12 8 � 0ry� H C //�ryIIlIII I ° =25%41A1) /I�`'ryIII" IIIIn I�IIr� � =25X41A1) A l -u�i u J K La �.a �-------------------------� _I_ �� R 0 P 0 N M L �� C�T ������� '�`�� ,�1P2 t•y• P4.. �•4• �•4•• . 1'a"l 1'4" 19'9 �8"i?I 8"12 �.�,9 ' 3•8•5 � 5.0..5 � 6•4•5 � 1•6•5 ' 90"5 ' ttl4"5' 1191'94' 6•12 � 2.A"5 , 128 10 Loading Criteria(psry Wintl Criteria Snow Crileria�Pqprin aSF� Defl/C51 Crileria ♦Maximum Reactions(Ibs�,or'=PLF TCLC 20 00 Wind Std: ASCE 7-05 Pq'.20.0 Ct 1.7 CAT'.II PP Deflection in loc L/defl U# Loc R /U !Rw I Rh /RL f W TCDL: 10.00 Speetl-90 mph Pf: 75 4 Ce: 1.0 VERT(LL): 0.000 F 999 240 q �5 /51 /55 /- /94 /5.9 BCLL: 0.00 Enclosure:Closed W: - Cs:not used VERT(TLj: 0,000 G 999 180 g• 7� /�g �25 I- /- /135 BCDL: 10.00 Category'II Snow Duration', 1.15 HORZ(LL): O.00t H - - K 15 /3 /4 /- /- /5.9 Des Ld: 40.00 EXP:C HORZ(TL)'. 0.001 H - - Wind reactions basetl on MWFRS Mean HeighC 2173 ft A Min Br Witlth Re t.5 NCBCLL: 10.00 Code/Misc Criteria Creep Pactor: 1.0 9 Q= TCDL'.6.0 psf B Min Br Witlth Re SoffC 2.00 gCDL 2 0 pst Bldg Code: IBC 200fi Max TC CSI: 0.032 9 Q- ' Loatl Duration:1.15 TPI Std: 2002 Max BC CSI: 0.018 K Min Brg WitlN Req= 1.5 MW FRS Parallel Dist 0 to h/2 Bearings A,B,&K are a rigitl surface. Spacing:24D" C&C Dist a:3.00 ft Rep Factors Usetl'.Yes Max Web CSI: 0.025 Loc.trom endwalf.Any FTIRT20(0)/0(0) Maximum Top Chord Forces Per Ply(Ibs) I: 1.0 GCpi:0.18 Platz Type�s)'. Chortls Tens.Comp. Chortls Tens. Comp_ Wind Duration:1.33 WAVE VIEW Ver:13.�2.08.037820 Lumber /1-8 711 -109 F-G 98 -39 B-C 59 -75 G-H 54 -35 Value SeC 138(Effective 6/1I2073) C-D 52 -57 H�I 17 -40 Top chortl 2x4 SP#2 D-E 54 -46 I-J 24 -42 BotUOrtl2x4SP#2 E-F 98 -39 J-K 11 -8 Webs 2x4 SP#3 Lumber value set"13B"uses tlesign values approvetl Maximum Bot Chord Forces Per Pty pbs) 1/30I2013byALSC Chords Tens.COmp. Chords Tens. Comp. Special Loatls B-R 61 -32 O-N fi9 -32 ---(LUmberDur.Fac.=7.15/PlateDUr.Fac.=7.t5) R-Q 65 -32 N-M 67 -31 TG Prom 64 pif at -�.73 to 6a plf at 5 63 Q-P 67 -32 M-L 65 �29 TG Prom 64 plf at 5.63 to 6a pif at 11.99 P-O 69 -32 L-J 61 -2G BC-From 4 plf at -073 to 4 plf at 1 t.99 Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are L5X4 except as noled. Webs Tens.COmp. F-O 6 -72 Loading ,y���Mllllll/if���� ' Gable end Suppohs 8"max rake overhanq. ``�\� J E �/�� Maximum Gable Fortes Per Ply(Ib5) Tmss tlesignetl for unbalancetl snow loatls. `�� �!.t � �i� Gables Tens.Comp. Gables �Tens. Comp. i Purlins ,'���� EG�gTFpF '� ':� c-R ss -aa N-� �z -ss In lieu of rigitl ceiling use putlins to brace BC @ 24" �� Q � �^ D-Q 56 -et M�H 56 -81 OG .�. � E-P 62 -95 L-I 59 -84 �m No. PE1�201324 �� Wind -_�' � ST.ATE OF i + Wind loads 6ased on MWFRS with addilional C&C � � p„ � member tlesign. hp� C� �`�" i ��� Atldilional No[es GABR T05o 09fo�gablewin�tlbacmg�equir ments. /''', �������ty,`` o�izaiaoia "WARNMG' READ AND FOLLOW ALL NOTES ON THIS DR4WINGI -„_,�, "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUOING THE INSTALLERS �T'_i�;i 7msses require extreme care in fabricatin9,hantllin9 shipping,installing antl bracing..Refer to antl follow the latest etlition of BCSI(euilding B�I�C�IfI Component Safery Informabon,bY TPI and SBCA)toF safety pracices prior to pertorming�hese Nnctions Installers shall provitle temporary g bracing oer BCSI.Unless notetl othe�wise,top chord shall have propedy altached strucWral sheathin❑and botrom chord shall have a pmoetly COfTI onents atlachetl riqitl ceilin . Locations shown for�ermanent laleral reslramt of webs shall have bracinq inslalled per BCSI sections B3,B7 or et0 p as applicable. Appl�y places ro each face o Imss antl position as shown a6ove antl on the JoinCDeta�ls, unless noted other,vise. Reter ro� (�rOU drawings 760A-Z for slantlartl plate posi�ions p ITW Builtlinq ComponeNS Group Inc shall not 6e responsible for anY deviation fmm this drawing zny faiWre to build the lmss in conformance with ANSI/TPI 1,or for hantllinp shippinq,in5tal�afion and braGing oi.trusses A 5eal on Ihis tlrawing or cover paqe li5ting lhi5 tlrawing intlicaies acceptance of proTessionar enn ineenng resuonsibility solely forthe tlesiq n shown. The swta6ility and use of this drawing for any structure is the responsibli[y of[he Builtling Designer per ANSIITPI T Sec2. Formorelntormationsee�nis-o�'s e era�notes a anoihesewebsi�es: ITW9W: ww.vltwbc com�,TPI: www.� in :SBCA1 www.sbcintlust .<om�,�CC: www.iccsale.or 140Z12103 Ply: 1 SEQM Sfi338 / T2] IHIPS Cus1:R2322 JReC 1VBc23220001 CORNELLAVENUEDUPLEX pry: e FROM-. DrwNO: 205.14084145373 IOT RK / BM 0]/242014 F 6.1" ]'4'i6 iT3"3 i 16'8"5 22'4"3 2]95 3p] „ g 99pg � Ei'. ' t3`6 390"13. s'S2 ! 59'94 � 55'2 ' 2'9'Y2t T]'9� 5ID'. F �SX6 -5X6 � _ r y3X5E � �\ ��F3Xo 12 \ I � �3X5� (a) � ���3%6 C \ g5%fi �a) W6 (a) � ��R45X� / � \� \� //�:. � � ��/ �� �XiO(6s] _I_-3X A �� \�i ,� 9 ��L �i' —�, IIfJXS -3X6 -3� =3%8 =—JX6 =3X4 5 R p A 0 N M 1113X4 I--5'9"8 33'3" -i 10"8 511"4 2J'6 55"6 2'8"5 5'6"2 29P'1, SS"6 86"ID 10"g - ' .z�ira 's o+ ia� '�' i e zzz�� ! zso•e' ao�s�ia '+ ae�o°e -7 Loading Criteria�pst� Wind Criteria Snow Criteria(Pgptin PSF) Defl/CSI Cri[eria ♦MaximumReactions(Ibs) TCLL. 20.00 Wind Std: ASCE 7-�5 Pg:p0.0 Ct1.1 CAT:II PP DeFlection in loc L/deFl L/# Loc R I U /Rw /Rh /RL /W TCDL 10.00 Speed: 9�mph Pf:15.4 Ce:1.0 VERT(LL): 0.095�H 999 240 S 2348 /24 /864� /- /285 I 3.5 BCLC �a� Enclosure-Closed �¢ - Cs:notused VERT(TL)'. Q170 H 999 180 K 164� /43 I575 1- /- /3.5 BCDL: 10.00 Category:ll Snow Duration'. 1.15 HORZ(LL)'. 0.04� M - - Wind reactions based on MWFRS �es Ltl: 40.00 EXP'.C � HORZ(TL)'. 0.074 M - - S Min-Brg Wid�h Req= 2.0 Mean HeighC 15.00 Fl K Min Br Width Re L6 NCBCLC �0.00 Code/Misc Criteria Creep Factor. 1:0 9 Q= TCDL 6.0 psf Bearin9s S&K are a ri id surtace. So�t 2.00 HCDL 6.0 psf Bldg Code: IBC 2006 Max TC CSI: 0733 9 Load Dura�ion: 1.15 MWFRS Parallel Oist D to M2 TPI Std'. 2002 Mex 8C CSI'. 0.981 Spacing 24.0" C&C Dista:3 9�ft Rep Factors Usetl'.Yes. Max We6 CSI'. �.820 Maximum Top Chord Forces Per Pty(16s) Loc�rom endwalf Any FT/RL20(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. C� 0 GCpI�.0_1 B Plate Type(5)' A-B 34 0 G-H 309 -1646 WindDuration'1.33 WAVE VIEWVer13.02.06.03�820 B-C 595 -2i9 H-I 314 -2223 Lumber C-D 160 -738 I-J 292 -2317 ValueSeC136(EffeCtive.6l1/2013) D-E 191 -G96 J-�K 275 -2491 E-F 292 -1451 K-L 33 0 Top chortl 2x4 SP#2 F-G 293 -�1248 Bot Uortl 2x4 SP#2 Webs 2x4 SP#3:W62x4 SP#2� Maximum Bot Chortl Forces Per Ply(Ibs) Lumber valueset"13B"uses design values approvetl Chortls. Tens.Comp. Chortls Tens. Comp. 1I30/2013 by ALSC 6-S 248 -395 P-O 1082 0 Bracing S-ft 231 -3G0 O-N 1690 -28 (a)ConfinUOUS lateral reshalnl equally spaCed on R-Q 916 -75 N-M 1690 -28 membeG - Q-P 916 -75 M-K 1999 -120 Loatling Maximum Web Forces Per Ply(16s) Truss passetl check for 20 psf atltlitional bottom Webs Tens.Comp. Webs Tens. Comp. chora live loatl�in areas wilh 42"-Fighx 24"-wide clearance. S-C 300 -2290 F O 427 -52 6oltom chord checked for 10.00 psEnon-conwrren� C-R 1581 -ID2 O-G Sa8 -61 bso sdesgrtle'tlfo'roun�baPanlcedPSnowloztlsection *```yF1j+qllEq+j)i,�'`' F-P 39� -11� M-M �83 -2�8 r��/ ♦ �'�� �� ♦ Purlins `�� ��g1�7���6 ..p��r�s In lieu of sVUCWraI panels use pudins to breceall flat �(� . rc�za oc _p7 �Na. PEta2ai3zd ur= wina � , STtYTE bF . ''—` Wintl loads based on MWFRS with additional C8C � �q- `�' memberdesign. � �,. '�'p � ;A� `,.�`+wtir`'� Y Left cantilever is exposed to wintl � � tit'�� i /f�rf l � ISl14t�Y�t�� •. 07/24/2014 ^WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI `9MPORTANT^ FURNISHTHISDRAWINGTOALLCONTRACTOftSINCLUDINGTHEWSTALLERS £YT�%''.;� Tmsses require extreme care in fabricatinq,hantlling shipping installing antl 6recing. Refer to and follow Ihe latest edition of BCSI.(Building BUI�C�lllg Componenl Safery Intormanon,by TPI znc7 SBCA)foF safery prachces prior to pertorming these func�ions Installers shall provide temporary braan9 er BCSI. Unless noted otherwise,top chortl shall have properly attached stmctural sheathing.and bottom chortl shall have a pm erly (�,Ofll onents aflache�riqitl cetlin . Locations shown for permanent lateral restramt of webs shall have bracinq inslalletl per BC51 sections B3,87 or�to p as applicable_ App�Yy olates to each face of huss antl position as shown above antl�on the JoinfDetails. uMess noted olhetwise. �F2efer�o' (�rOU drawmgs 180A-Z for Slandartl plate poslHons. p ITW Buildinq Componenis Gmup Inc shall not be responsible for an deviation from this drawing,any(ailure to 6uild the lmss in conformance with ANSIITPI i,or for hantllinq shippin�q,ins�allation and braang oYUUSSes. A seal on this drawing or cover pa�qe.listing�this tlrawing, intlicates acceptance of protessiona enq ineering resp onsi6iliry solely for Ihe tlesiq n shown. The swta ility and use of this drawing for any structure is the responsibiliTy of the Builtling Designer perAN51/TPI T Sea2. Formoreinrormationsee:nis�ob's e eralno�es a amenesewensites�. rtwecc�. wwwitwoc c �,iaf. mvw.t Inst.or �.SeCa: wwwsbcinnust . m�,iCQ w�^�+ sare.or 1407-M12103 Ply: 1 SEQN:%20] I T20 I COMN CusC R2322 JRePr iV8c2322�001 CORNELLAVENU[DUPLEX pty�. e FROM'. DrvvNO: 205.14.08414]033 ��2 RK I BM 07I242014 � 9 �.9 � 4��p�.6 5.�.,� � 8"12� 2'0"13 2'0"13 � 8'12 C=3X4 I 12 m 8 � / I \ � B �� A r� L E I ��"?n _ma � - - - - - _ - - - _ al I� a°i2 e°i2 c -� 4.,.,o—� -i B'•12i p�1�•10 8„12 ��'�� 4'10"6 ' 57"2 ����i Coading Criferia (psp Wintl Criteria Snow Criteria(Pgpf in p5F) Defl/CSI Criteria �Mazimum Reactions Qbs�,or'=P4F TCLL 20.00 Wind Sitl: ASCE 7-OS pg�_�p0.0 CC ti CAT:JI PP DeFlection in loc L/defl U#� Loc R I U /Rw /Rh I RL /W TCDL: 10.00 Speed: 90 mph PC�54 Ce'. 1.0 VERT(LL)�. 0.001 C 999 240 q 6 /24 /23 /- /39 /5.9 BCLL p,p0 EnClosure:Closed �u'. - CS'.nDlusetl VERT(TL): 0.00� C 999 180 g* g� /p0 /28 /- /- /49.6 BCDL t0.00 Category�.II Snow Duration: 1.15 HORZ(LL): 0.000 - - E 5 /3 /1 /- /- /5.9 Des Ld' 40.00 EXP:C HORZ(TL): 0.000 - - �Nintl reactions based on MWFRS Mean Heigh[20.55 ft� NCBCLC 70.00 Code I Misc Cri[eria Creep Factor t0 A Min Brg Width Req= t.5 'TCDL 6.0 psf B Min Br Width Re SoKiC 200 gCDC 2 o sf Bldg Code: IBC 2006 Max TC CSI;� 0.036 �9 . 9- - � P E Min Brg Witlih Req= L5 Load Duration� L�5 MWFRS Parallel Dist 0 to hl2 TPI Std: 2002 Max BC CSI: 0.034 gearings A,B,&E�are.a riqid surface. Spacing:2a.0" C&C Dist a�.3.00 ft Rep Factors Used'Ves Max Web CSI'. 0.000 � Loc.from endwall�.Any FT/RT20(0)/0(0) I��. 1.0 GCpi'.'0.18 Plate Type(s): Maximum Top Chore Forces Per Pty(Ibs) Wintl Duration'1.33 WAVE VIEW Ver. 13.02.08.031820 I Chortls Tens.Comp.. Chords Tens. Comp. Lumber A-B 50 -45 C-D 5G -133 VaWeSet13R(Effective6/V2013) B-C 56 -133 D-E 15 -3 Top chortl 2x4 SP#2 MaximumBOt Chord Porces Per Ply(16s) Bot chord 2x4 SP#2 Chords Tens:Gomp. � Lumber value set"130"uses design values,approved i130/2013byALSC 8-0 86 -t Special Loads ----(W mber Dur.Fac.=1.15/Plate Dur.Fac.=�.�S) TG From 64 plf at -0:73 to 64 plF at 2.07 TG Fmm fi4 plf at 207 to 64 plf at 4.86 BG From 4 plf at -0.73 to 4 plf at 4.86 Plating Notes All plates�are 25X4(Ai)excep�as notetl_ Loatling Pu I�Sesigned for unbalanced snow loads. w```>>��1�„+E t'+I✓����if'�r i+ ��d In lieu of rigitl ceiling use pudins to brace BC @ 24" �c"Q {�1 5T£,s+ � L OC. y� �.k. F� �r wind �`.�'r pp .P60.PE1620132+1 ^ cn= Wintl loatls based on MWFRS with adtlilional C&C ,� member design. �� r STATE OF r ,� �' / P �r .i Np I N�� t��rtis ����+'V( IIIN�����*' 07f24f2014 "WARNING' READ AND FOLLOW ALL NOTES ON THIS DftAWING! "IMPORTANT" FURNISHTHISDRAWWGTOALLCONTRACTORSINGLUDINGTHEINSTALLERS S�TI� Tmsses require eztreme care in(abricatino hantllin� shioping installing antl bracing. Refer to�antl.follow the latest edition�f BCSI(Building BUI�(1111 Component Safety Informahon,bv TPI and'SBCA)fof safely practices prior to pedorming these functions Insiallers shall pmvitle temporary g brecing er BCSI Unless noted otherwise,top chord shall have propedy atlachetl structural sheathinp antl bottom chord shall have a pmoetly (�,Oiil onents attachecPriqitl ceilinq. Locations shown for permanent lateral restramt of webs shall have bracinq insl@Iled.per BCSI section=83,B7 or e�0 p as applicable Appiy plates to.each face of tmss antl position as shown above anA on the JoinCDetads, unless no[ed other,vise. kefer to' (�rOU�] drawings�60A-Z For siandardplatepositions. ITW Buildin Componenls Group Inc.shall nobbe responsible foranv deviation fmm�his drawing.any failure to builtl�he Imss in conformance wrth ANSIlT�1 1,or for handl+nq shippinp,insta�laLOn and bracing ot,imsses. A seal on this drawing or cover paq e.listing this drawing, indicztes acceptance of proiessonaf enq ineerinq resp onsibiliry solety forthe desiq n shown. The swta6iLty and use of this drawmg for any structure is the responsi6liry�of the Builtling Designer per ANSIITPI T Sea2� Por more mformation sae Nis bb's e eral notes a e ano ihese web sites' ITWBCG-wanaitwbc c m',TPL www,t InsLOr �,SBCA' www_sbclndust . m�.ICC: www safe or 1a07-12103 Pty�. 1 S[aN:562�61 T17 ICOMN Cust:R2322 JRei: iVec23220001 COP,NELL AVENUE DUPLEX pty: 14 FROM: DrwNO�. 205:14A8a1 48I37 � RK / BM 07/242014 59'S 99"8 i 13'P'13i 19'6"4 25'10'Y1 29'S2 , 3T3'3i 39'0"8 � e'9"5 ' 2'10•1� 46��6 � 6.4.] • 6,n,9 � 3,8.6 -�- 2,�0„i, 6,9,5 �, T E-5X6 �� y3X4�� �F�3X4 �� //� / �\ � f 8 �/� \ I�a) �\�G\3%5 H �i5x4 (a) Wa (e�� �� �.a'1.5xa / \ i \,, ;�, '' \ , / �� -axm(e� � ��� ��-axm(ea7 �� °3X4 =H0312 B2 =4X0 =H0312 =3X4 N M � K J 9Y1"9 4'0"] 5'6"4 5'6"4 J'09 9'it"9 � 9Y1"B � 14' � 156"4 ' 2S0"8 T 29'0"15 ' 39'0"8 LOdding C�if¢�id (psf) Wintl Criteria Snow Criteria(Pg,Pf In PSF) �DE/I/CSI C�it2fid �Maximum Reactions pbs) TCLC 20.00 �Nind Sitl: ASCE 7-05 pg�,p0.0 CC 1.1 CAT:II PP Deflection in loc L/tlefl Ll# Loc R I U /Rw /Rh /RL /W TCDL-. 50D0 Speetl'.90mph PE 15A Ce'. 1.0 VERT(LL): 0.147 L 999 240 A �847 /3a I614 I- /303 /- BC�L' 0.00 Endosure:Closed .L¢ - Cs:nobused VERT(TL): Q276 L 99g 180 I 1849 /�34 /614 /- /- !- BCDC 10.00 Category'.II SnowDuretiort:t15 HORZ(LLf: 0.060 J - - Wintl reactions basetl on MWFRS E%P:C Des Ltl� 40 00 Mean HeighC 15D�ft HORZ(TL)�. 0.1 i2.J - - A Mln Brg Widih Req= - NCBCLI'. �0.00 TCDL.6.0 psf Code/Misr�Criteria Creep Factor 7.0 I Min 0rg Witlth Req= - Soffi��. 2.00 gCDL 6.0 psf Bldg Cotle: IBC 2006 Max TC C51�. 0.727 Mazimum To Chortl Forces Per PI � Load Durationi 1.15 MWFRS Parallel Dist 0 to h/2 TPI Sld' 2002 Max BC CSI'. 0.881 P y(Ibs Spacing�.24D" C&COista�..3.90ft RepFactorsUsetl'.Yes MaxWebCSC0.44� Ghords Tens.Comp: Chords Tens. Comp. Loc.fmm entlwall'.Any FT/R720(0)/0(0) A-B 3i0 -2893 E-F 342 -i693 1:1.0 GCpi:0.18 PlateType(s): B-C 3D -2654 F-G 354 -2552 Wintl�Duratian� 1.33 WA`✓E,HS VIEW Ver:�3.02.08.031620 C-D 35a -2550 G-H 327 -2656 Wmber D-E 342 -�893 H-I 310 -2895 Value SeC �3B(Effective 6It/20�3) Maximum Bot Chortl Forces Per Ply(Ibs) Top chortl 2x4 SP#2 Chortls Tens.Comp. Chortls Tens. Comp. Bot chord 2x4 SP#1 -B2 2x4 SP SS: Webs2xa5Pi13:W42x45P#2 A-N 2315 -�7� L-K 1906 -55 WmGer value set"138"uses design values approvetl N-M 1905 -55 K-J 1906 -55 1/30/2013byALSC M-L 1906 -55 J�-I 2317 -�7� Bracing (a)Continuous lateral restraint equally spaced on We6s�Teyns Comp es P�bly(IbTens. Comp. member. B-N 158 -343 L-F 19fi -72� Loading N-D 625 -69 F J 628 -69 Tmss passetl check for 20 psf additional bottom D-L �96 -7�9 J-H 158 -343 chord live load in areas with 4T'-high x 24"-wide E-L '1562 -252 clearance. Bottom chartl checked for 10.00 psf nan-concurrenl ;�qlql�/t bstotom chord live loatl applied per IBGO6 sedion ,,,�r1� E fI{E!�'* ��t �,� 1� fi Truss designetllor unbalancetl snow loads. ,t�� �y � �i ti 4 ��y1.S7�p�.� :'�}�'L Wintl ti Q �.. p �} Y Wlntl loads based on MWFRS with atltlltional C&C �.� '"' � member design. ,,,¢1 No. ^�E10201324� � ,"�"S„ : �. STATF OF w ti 9 i'�,�t t�p �r�4>``` � \ : ,'��'�� ianMS�a��' �J� 07/24/2014 "'WARNING' READANDFOLLOWALLNOTESONTHIS�DRAWWGI -;» "IMPORTANT" FURNISHTHISDRAWINGTOALLCONTRACTORSINCWDINGTHEWSTALLEftS F�TVV Tmsses require extreme care in fabricating,hantllin�,shipping,installing and bracing. ftefer to and follow the latest etlition of BCSI(Builtling Bpl�(�II7 Component Safery Informa6on,by TPI antl SBCA)for safety praclices prior to performin9 ihese functions Installers shall provide temporary g bracing oer BCSI Lnless notetl otherwise,top chortl shall have pmperry atlached simcWral sheathinq and bottom chord shall have a pro edy OOI71 onents atcached n itl ce11lnq. Locations shown for�ermanent laterel restraint oi webs shall have bracing inslalled per BCSI sections'B3, B7.or�10, P as applicab�e Appiy plates to�each face o tmss antl position as shown�above and on ihe Joint Details, unless notetl otheiwise. Refer to GYOU drawmgs ifiOA-Z for slantlard plate positions � p ITW Buildin9 Components Gmup Inc.shall not be responsible foranY�tleviation fmm ihis drawing any failure to�build�he tmss in conformance with ANSII IYI 1 or fo�handlinq shipping,installa�ion�and bracing o.tmsses. A seal'on IBis tlrawing or cover paqe.lis6ng this drawing, intlicates acceptance of proiessionaf enq ineering resp onsi6ility solely forthe tlesiq n shown. The suda6ilRy antl use of this drawing for any structure is the responsibliry of the Builtling Designer perANSIITPI T Sec2. co�more�nmrma��o�see mr'on�s e�e�ai noies a e ana mese wee siier irwacG�. ww�.,.��woc c m;Tav. w+.w� ��s�o. �.secA� �,.se��no�s� . m:ice. �, csare om iG07-02103 Ply: 1 SE�N:83294 / T24 IGABL CusCR2322 JReP. iV8c23220001 CORNELLAVENUE�UPLEX pty� 1 FROM:� �rwN¢ 205.14.084L50607 K Page 1 of 2 RK / BM 07I24/2014 I T6':d 6'2�4.9'6'C 9'(5 II-'.0 �1PT'i , tfi'10"d . 19'6"4 , 22`�.'9 14. F F'p-q�I—: �. '1 � . 224 110"4 69 S 81 '4.102�4 i�1'1 �156a 16"�^0 JI 20'10'd � 25'l0"11 295"2 ry24'90 3B'0"9 22d d' 1C �`�5. 4 .' 0� 1'd 1'<' ' ] 4 � � F 6' ]1 rl<' �611< 1]"9 14 � 1J' I'4' ' ]5'2 ' ]6'6 + d91"8' 6•]"1< ' �°5%6 P/ �� O�� M1 ��5 /\ M B01(/� �3Xd� �� f3B ��3X4 ��354 BC 8 � H BA I 9%4 / �\ ia � � AT nz � � ���� �"��� �(e) ���� A�'3%5 nv ' r' AU� g3%6 � � � E� � NO� HX���) WB la)/� �� A �S]%6 AP AS j C AKI\ �AN .q� \ �f�\ a t 5 a �° �� � � � w�3xa AJ ( ) =3X10103}� AM� � � K=�%5 C5 \__ ' �3Xd=a�RS °� e ��� �-3XL PH AG AF pE A� qC A9 Aa 2 V PY4 � 1•<'i J•9•9 4•0•] 56'< S.fi'.< 49'] , 33'il � fi9'9G , �2Z4� 1'6' 41��TSII 9Y1'9 14' 1B'6"d 250"8 + ]9'0'95 ' 020"1� ]� 9'� F 0'6'4 6 B1 Loading Criteria (ps� Wind Criteria Snow Criteria(PgPf in PSF) DefllCSl Criteria ♦Maximum Reactions(16s) TCLL��. 20.00 Wind Sid: ASCE7-05 Pg:20.0 Ct: 1.1 CAT:II PP�eBection in lac Lltlefl U# Loc R I U /Rw /Rh /RL /W TCDL'. 10.00 Speed: 90mph Pf:15.4 Ce�. 1.0 VERT(LL): 0.�29 O 999 240 q �636 /34 I613 /- /303 /3.5 BCLC 0.00 Endosure:Closetl W: - Cs:notused VERT(7L): 02700 999 180 X 1645 /33 I615 /- /- /- BCDC 10.00 Category:Il Snow Duration�. 1J5 HORZ(LL)'. OA55 D - Wind reactions based on MWFRS Des Ld: 40.00 EXP�.C HORZ(TC): O.t t5 D - A Min Brg Witlth Req= 1 6 NCBCLL'. 10.00 Mean Height�5.00 ft Code/Misc Criteria Creep Factor: 1.0 X Min erg Witlth Req= - TCDL:6.0 psF Bearing A is a ri id surface. So(fi[ 2D0 BCDL 6.0 ps( Bldg Cotle: IBC 2006 Max TC CSI: 0 685 9 Load Duration:t�5 MWFRS Parallel Dist:0 to h/2 TPI Std 2002 Max-BC CSI: OB52 Spacng 24.0" C8C Dist a'3.90 ft Rep Factors Used:Yes Max Web CSI'. 0.456 Maximum Top Chortl Forces Per Ply(Ibs) Loc.from endwalC Any FT/RT20(0)IO(0) Chords Tens.COmp. Chords Tens. Comp. I'1.0 GCpi:Q�8 Plate Type(s)'. A-B 240 -2489 M-N 248 -1429 WindDuration'. 1.33 WAVE VIEWVer. i3.02.08.031820 B-C 266 -2444 N-0 289 -1443 Lumber' Atltlitional NoteS C-D 290 -2418 O-P 302 -1407 Value Sei'. 138(Eflective 6/V2013) See DWGS A70015050�09.GBLLETIN0212�,8 �-E 314�-2382 P-Q 317 -1360 GAeRST05�109for.gablewindbrecingrequirements. E'-P 2W -228t Q-R 320 -t368 Top chord 2z4 SP#2 F-G 297�-2244 R-S 307 -1428 Bot chord 2x4 SP tti '81 2x4 SP#2: G-H 285 -2158 5-�T 315 -1592 Wetis2x45P#3:W82x4SP#2: H-I 306 -2125 T�-U 352 -2125 ��Rt Slider2xe SP SS Dense'BLOCK LENGTH= tb34' � I-J 3 W-2095 U-V 324 -2233 Lumber value set"138"uses tlesign values approved j-K 337 -2121 V-W 306 -2470 1/30/2013 by ALSC K-L 375 -2129 W-X 314 -2538 Bracing L-M 222 -1438 (a)Continuous lateral rest2in�equally spaced on member. �Maximum Bot Chord Forces Per Ply(Ibs) Chortls Tens.Comp. Chords Tens. Comp. PlatingNotes A-AH 2O0� -163 AC-A6 1fi63 -80 All plates are��.SX4 except as noted. AH-AG 1999 -161 AB-AA 1598 -5'I (^)� plate(s)require spec(al posliloning_Refer to AG-AF 1998 -160 AA-Z 1598 -51 5caletlplateplotdetailsforspec7alposlYioning AF-AE 1997 -160 Z-Y 2004 -�67 requirements. ,'X4�t,J`yYEi'ii,A��r}#,',�/��� AD-AC Z653 �gp Y-X 2003 -167 Loatling .,�,~'�v�' S�.�'�1"r�f�� Gable.end supports 8"max rake overhang. yw. Q ,�ej� F,�� �7�= Maximum Web Forces Per Ply Qbs� Botromchordchec4:edtorl0.0�psfnon-concurrent ., Q 4 S }� M Webs Tens.Comp. Webs Tens. Comp. bottom chortl live loatl applietl per IBG06 section .".� "' y 1607. �;m N4. pE'}��Q�32A (n � AE-AJ 78 -79 AU-AX 89 -207 Trussdesigned for unbalancetl snow loads. w � F-AI t64 -424 AV-AW 171 -586 y � STATEQF t ti AJ-AM 64 -105 AW-AY 79 -204 Wind �i� . ,I p AK-AL 151 -386 AW-AB 225 -696 WindloatlsbasetlonMWFRSwithadditionalC&C � �� � `a �Ja'^�� AL-AM 177 -424 AY-AZ 49 -177 memberdesign. .\. � ALAN 48 -138 AZ-BA 47 -167 fr��f)jf . pA��� �-.�� AD-AO 495 378 QABB 1264 -273 �����t \ AN-AO 62 -115 AB-T 176 -582 07/24/2014 qp-qQ sao -iao ae-so ea -�e9 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ' °IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCW DING THE INSTALLERS pP�:J Tmsses require exireme��care in fabricatin9,hantllinq shi�ping,installing and bracing. 12efer ro and(ollow�the latest etlition of BCSI(Huiltling BU��(�Itl Component Safety Informatlon,bv TPI and SBCA)foF safety practices prlor to pedorming ihese functions Installers shall pmvitle temporary g bracing per BCSI Unless noted otherwise,top chortl shall have pmpedy atlached stmcWral sheafhmg and bottom chord shalfhave a propedy (�,Ofi1 onents a�tache0 ri id ceilinq. Loca�ions Shown for Permanent lalerel reSKamt of webs shall have braCinq mslalled per BCSl.sections 03,B7 or 8�0, P as applicab�e. Appiy plates to each face of tmss antl position as shown above.and on iheJOinrDelails. unless noted othervvise. kefer to Grou drawmgs i60A-Z for standaftl plate positions. � p ITW Buildmc�Components Gmup Inc.shall not 6e responsible For an deviation from this drawing,any faiWre to builtl the vuss in conformance with AN51/TPI l,or fo[handYinq shlppinq,lns�allalion and bracwg oYtmsses A seal on this drawing or caver paqe,lls[ing this drawing, indica[es acceptance of protessionaf enq ineering re5p onsibilitysolelyforthetlesiq nshown. 'The swta6iliry antl use of this tlrawing for any stmcture is the responsib�liTy of the Bwiding Desiqner per AN51/TPI T Sea2. For more Inmrmxtion see inis�ob's e erai no�es a e ane inese web sites.- IiW9CG www.ltwbc .c m�,TPI�.www.t Inst or ;SBCA' wwwsbontlust . m:ICC�. www csale.or 1407-12103 Pty: 1 SEQN:83294I T24 IGABL CusLR2322 JRef: 1VBC23220001 CORNELL AVENUE DUPLEX p�y. 1 FROM' Drv�NO-. 205:1A.084L50607 K Page 2 of 2 RK / BM 0]/242014 AP-AS 94 -209 BC-AB 1239 -256 AQ-AR 74t -t85 8D-S 52 -�i6 AR-L 749 -188 T-Z 504 -70 AS-AU 95 -21� LV 152 -406 L-AT 155 -558 Y-V 135 0 Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens�. Comp. B-AH 39 -35 K-AQ 49 -109 C-AG 30 -40 AR-AS 12 -4 D-AP 37 -21 AT-M 34 -66 E-AE 107 -42: AU-AV �2 -26 AI-G 116 -45 N-AY 62 -147 AJ-AK 70 -29 O-AZ 4 -22 ALH 37 -25 P-BA 18 -26 J-AN 3� -83 R-BD 2G -23 !*,h,�t.,��ilI11NHII�ffi E . �OIY ."�`�Q�'��'�5�i�'��`��'p�f f. : �� !�2•� F� ,3� r ;m �ryo. PE1026732A �: �.`• s STA7C QF r .°. � � `r !'�''U I � ,SL'> r4.,`,.i•� F \\��1 ������/ � IIIHV�M1L��� '�_� 07/20.l2014 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! :,�,..,�, ^IMPORTANT" FURNISH THIS DRAWING�TOALL CONTRACTORS INCLU�ING THE INSTALIERS sT✓�� Tmsses require ex�reme'ca[e in(abricatin�,hantlling shipping in5talling.and bracing. Refer to and Follow the latesl etlition of BCSI(euildin9 BUI�C�lllg Compcnent Safety Information,by TPI an SBCA)roi satety pracfices pnor to pertorming Ihese function5 Installers-shall provide temporary bracing per BCSI Unless noted o herwise,top chortl shall have propedy attached stmctural sheathm�and botlom chord shall have a prop�edy Components aftachetl riqItl cellin❑_ Loca6ons shown for permanent lateral restrain�of webs shall ha�e bracinp ins alled per BCSI sectlons B3 87 or 10, as�appdcable Apply plates to each face o(tmss antl position as shown above and o�the�JOinC�=_tails, unless noted othermse. Refer to (iYOUO tlrawmgs 160A-Z ior standard plate posdions. INV Builtlmg Componenis Group Inc shall not be(esponsible for an�deviation from this tlrawing,any failure to build the try�ss in conformance withAN51/I VI 1,or for hantlling shipp�nq,installaUOn and bracing o,tmsses. A seal on�[his tlrewing or cover paq e.listmg this tlrawing indiwles acceptance of prolessionaf enq inee�ing resp qnsibilitysolelyforthetlesiq nshown. The�swta6ility and use of this drawing for any shucWre is[he responsiblity of the Building Designer perANSIITPI.T Sec2 � Por more Iniormation see this bb's enera�rotes a and ihese web sites�. iTW9CG: �mwutwbc .c m�,iPl: www.t Instor :58CA: wwws�cinaust . rt iCC�. v+ww ccsa�e or 140]-12103 Pty: 1 SEQN:83290 / T3� IGA6L Cusf.R2327 JRef: 1VSC23220001 CORNELLAVENUEDUPLEX O�y: 1 FROM: DrvvNo�. 20v.14084152460 � Page 1 0(2 RK / BM O124/2014 �� i 4;�04�6 5 840"4�fi��� 1]9���„ 14�� _�� �, t2 i 364 6Y4 ]84 B�B 1164 1424 i le'104 , 19'64 22'4 t4 „�'a Q715 9 ,id „T4 .. 5� Z.2"4 � '9 ' .4 18'�c 2010 a i 25'iP'11 29'S"2 i 32'3'9 39'0"8 � � 2�Z.qi f: 1-i Y-I F �q. � 3�5.1T 2'10.�� 6�9.5 � �=5xs i � � R ��� � 5�26xa M �� B9���� :3X<� � AZ '�Kq � �s3X4 I�12 J K��I��AR /.�f��3%4 �P e V °H� /' AT :� �/ �a) /��`3X5 � G I�h�AW � /� � F / /I AS_AU�\3Xfl // � / p E ��I A°� /' Ao A����a) wa [a�,� � C �\�VAG A%�� \\ � / \ a 1�aC Xd / =3%10(83A � AH� qK� ��i� � � �W>3X10(83) 1 � , -Jk4-5X4 =4X�-3%8 =3X _�X4 - AF AE AO AC A8 AA Z V % 22'b � �P4" 39..9 4'0"] 56"4 5'6"4 4'0"� , �9'11"9 C� �.qr4'10"4�.Sf�� H'11"9� l4' ' 19'6"4 250"8 ' 2J0'95� 39'0"8 L- Loatling Criteria (pst) Win�iiteriasa� Snow Criteria (P9Pr�in psF) DetVC51 Criteria ♦Maximum Reactions Qbs) TCLL�. 20.00 �Nind Sid: ASCE 7-05 Pg 20.0 Ct 1.1 CAT:II PP Deflection in bc UdeO L/# Loc R I U J Rw I Rh /�RL /W TCDL: 10.00 Speetl: 90mph Pf:15.4 Ce'. �.0 VERT(LL): 0.7280 999 240 A 1641 /34 /614 /- I303 13.5 BCLC 0.00 Enclosure:Clasetl W: - Cs:notused VERT(TL): 02680 999 180 W �640 /34 1614 /- /- I- BCDL: 10.00 Category'.II Sno.x Duration:1.15 HORZ(LL): 0.053 D - - Wind,reactions based on MWFRS Des Ld� 40.00 EXP:G HORZ(TL)�. O.N1 D - - A Min Brg Widih Req�= �.6 NCBCLL 10.00 Mean Height: 15.D0 tt Code/Misc Criteria Creep Factor: 7.0 W Min Brg Widih Req= - TCDL:6.0 psf Bearin A is a ri id Soffit 2.00 BCDL'6.0 psf e�dg Code. IBC 2006 Max TC CSI'. 0J05 9 9 surtace: Loatl Duretion: L15 MWFRSParallel Dist 0 to h/2 TPI Std. 2002 Max BC C51: 0.824 Maximum To Chortl Forces Per PI Ibs Spacinq 24.0" C&C'Dist a:3.90 ft Rep Factors Used:Yes Max Web C51: OAS� P Y( ) Loc.fmm endwall�.Any FT/RT20(0)/0(0) Chords Tens.COmp. Chords Tens. Comp. C1.0 GCpi:O.'18 PlateType(s): A-B 240-2494 L-M 221 -144� Wind'Duration':1.33 WAVE VIEWVer:t3.02.O8D3i820 B-C 266 -2450 M-N 248 -1433 Lumber C-D 29� -242fi N-0 289 -7447 D-E 316 -2393 0-P 302 -�4�1 ValueSet138(ERective6/V2093) E-F 296 -228fi P-Q 316 -13fi4 Top chord 2x4 SP#2 F-G 296 -2249 Q-R 320 -1372 8otchortl 2x4 SP#1 G-H 284 -2164 R-S 307� -1433 Webs2x45P#3'.W82x45P#2�: H-I �306 -2134� 5-T 316 -1599 W mber value set"13B"uses design values approved I-J 3l� -21M T-U 355 -2170 1(3012013 by ALSC J-K 337 -2129 U-V 328 -293 Bracing K-L 374 -2135 V-W 3�1 -25�4 (a)Continuous lateral restraint equaly spaced on Maximum Bot Chortl Forces Per Ply(Ibs) member. Chortls Tens.Comp. Chords Tens�. Comp. PlatingNOtes A-AF 2007 -163 AB-AA 1674 -82 All plates are 1 SX4 except as noted. AF-AE 2005 -162 AA-Z 167A -82� ("')1 ?late(s)require special positionin9.Reter to A6AD 2004 -161 Z-Y 1616 -51 scaledplateplotdetailsforspecialpositioning AD-AC 2003 -160 Y-X 1616 -51 requirements. „���������' AC-A6 2051 -�97 X-W 2006 -172 � t,�R1 �tff��f Loatling y�\��� E : �g„�I�j Maximum Web Foroes Per Ply(Ibs) Gable end suppods e"max rake overhan9� .,� \„...���"�""4�ty�7.n�f Webs TenS.COmp. Webs TenS. Comp. Bottom chortl checketl for t0.00 psf nan-concurrent ti Q��`5 r��'�e �/` � AC-AH 73 -90 AS-AU 9� -213 bottom chor6live loatl applied per IBC-06 section 4� �' � '/� � 1607. � �' F-AG i66 -42fi AT-AU 171 -590 TmssdesignetlfofLnbalancedsnowloatls. ;EZ1 �U. �E1a�i�$7�C� �� AH-AK 66 -i�fi AU-Z 225 -�00 � AI-AJ 153 -388 AV-AW 81 -2W Wind J, r �7A7f_ Q)F ♦ y AJ-AK 179 -429 AW-AX 51 -182 Windioatls based on MWPRS with atlditional C8C ' �� ,.yP �`.: AJ-AL 49 -146 AX-AY 49 -173 memberdesiga +� � � �: AK-AB 165 -396 AY-BA 45 -182 'k„�s� A8-AM 507 -78 Q-AZ �269 -273 AddifionalNOtes Ij f .-? � AL-AM 60 -124 Z-T 173 -599 SeeDWGSA10015050109,GBLLETIN0212,& tt�b✓_I �q���4���;* � AN-AO 646 -�40 AZBB 56 -194 GABRST050108forgablewlndbracingrequirements. p�/Za/ZD�a AN-AQ 86 -2�5 BA-Z 1245 -256 AO-AP 745 -185 BB-S 54 -782 "WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DR4WING TO ALL CONTRACTORS'INCLU�ING THE INSTALLERS k�V"v'� Trussesrequire extreme care in fabricatin9,hantllinp shiopin9,installin9 and bracing. Re(er to antl follow the latest etlition of BCSI(8uilding BW�C��17 Compcnent Safety Informa6on,by TPI antl SBCA)to7 safery pracUCes p«or to pe�ocm[ng these tunctions Installers shall provlde temporary g braana�per BCSI.Unless noted otherwise,top chortl shall have propedyattached stmcwral sheathinq antl botlom chord shall have a pmperly QOfll onents attach2d ri9Id ceillnq Locations shown for 0ermanent lateral.resiramt of webs shall have 6raanq mstalled per BC51 sections 63, B7 or 8�0, p as.applicable App7y plates to each face o!huss and position as shown above and on ihe Jaint�etails, unless noted other�vise. f2efer to tlrawings 1 fi0A-Z for standartl plate positions. Ci 10U�] ITW Buildin�9Components Group Inc shall not be responsible foran�tleviation from ihis drawin9,any failure to builtl the Iruss in conformance with AN51/IPI �,or for handlinq shippinq;installation antl bracing o,�msses. A seal on Ihis tlrawing or coverpaqe,listing Ihis drawing, intlicates acceptance of protess�onaf enq ineering respqnsibibry solely forthe desiQ n shown. The smta6ility antl use of this drawing for any structure is the responsiblity of the Builtling Designer per ANSI/TPI T Seu2. Pormoreinmrmationseetnis�ob's eneralno�es a anrlinesewebsi�es: iTW9CG�. �aw<itwbc .mm:TPV www.t �Inslor ISaCn� www.sbcinouse . m�,ICG www csate.or 740�-12103 Ply; 1 SEQN:83290 / T30 /GABL CasLR2322 JReC 1Vec23220001 CORNELLAVENUEDUPLEX Qiy: 1 FROM: DrvvNo: 205.14D841S2460 � Page 2 of 2 RK / �M 0724I2014 AP-L 753 -�88 T-X 556 -74 AQ-AS 97 -2P 'X-V 164 -366 L-AR 155 -Sfit Maximum Gable Porces Pe�Pty Qbs) Gables Tens.Comp. Gables 7ens. Comp. B-AF 40 -37 K�-AO 49 -107 C-AE 30 -45 AP-AQ 11 -4 D-AD 39� -26 AR-M 34 -66 E�—AC 116 -47 AS-AT t2 -25 AG-G 115 -45 N-AW 62. -147 AH-AI 70 -29 O-AX 4 -p�. AJ-H 37 -30 P-AY 18 -2fi �J-AL 31 -81 R-68 27 -21 �tur�it�u�i���,���f .�`��`��� � �f,�''�. ��ti���y 4 57E'��Flj'��.`��w _a] N�.�32$ �µ :�. � sTA7E GF t � �i /,�,fJ � �aP �.�',�ti � t � , Y��j,S!/!J plY11t«�4l 07/34/2014 ^WARNING' READANDFOLIOW�ALLNOTE50NTH7SDftAWMG! i;�� "'IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACIORS INC W DING THE MSTALLERS xT�J'S' Tmsses require extreme care in fabricatinq,hantllinq shipping,installin9 antl bracing. ReFer ro and follow the latestedition of BCSI(Building BUI�C�If)g Component Safety Information by TPI�n(TSBCA)Foi safety prachces prior to pefforming these functlons Installers shall pmvitle lemporary bracing per BC51 Unless notetl otherwise.top chordshall have properly attached s�mcNral sheathino and botlom chortl sha!I have a properly (�`Ofll onents attached riqitl ceillnq Locations shown fot permanent lat@ral res�ramt of webs shall have brecinq inslalled per BCSI sections B3,B7 or E10, p as applicab"le Appiy plates to each f2Ce of truss and position as shown above and on the Join£Oetails, unless no�ed otherwise. Refer to Grou d�awmgs 160AZ for standartl plate positions. � p ITW Buildinq Componenfs Group Inc shall nol be respon5ible foran deviation Gom�this drawing;any FaiWre to builtl'the Imss im m�formance wilh ANSIITPI 1,or for hantllinq shippin ,installation and bracing o�tmsses. A seal on this drawing or cover paye,listing this drawin9, indicaces acceptance of proiessionai�en ineering responsibilitysolelyforthedeslqn�shown. The swta6ility antl use�of�this drawing for any structure is the responsibi�ity of the Bwlding Designer per AN51/TPfT Sec1. FormorEinmrmauonseemis-oe�seerai�o�esa am�nesewees�ees�. ir✓�3cG�. .+�.�,.��wnc .c »�,rac �w.� �,n=�or :seCn�. �w.secina�s� . m-,ice_ww,V csarea, 7407d2103 Ply. 1 SEQN�.56201 / T�18 /COMN Gus�:R2322 JRef�. lVec23220001 CORNELLAVENUEDUPLEx pry:. 4 FROM: �`wNO-. 205.14D8420206] M RK / BM 07/242414 � � 53"14 2 '� � 2]'0"4i 32'9" SB"12 2G"t0' T11" 5'3" � .'10i 16'48 2�'8'6 2 � -�_ 14 -� ��T�T 2.4.14� 59•lY -� F ¢iaxs � � � �axa E� �°�axa iz //}�\ - 8 � �3X5� �/ ����3X5 �� �� � d�sr,a / �a� �a��� � i.mi.exa ` / /"�\\ /� / �l`� � V � � � 3X81B1) � �������� �� � � ��� I G�, =3X4 =3%B =3X3 140742103 Ply. 1 S[�N'.5650g � T22 I GABL I Cust R2322 JReY 1VBC2322�001 CORNELLAVENUEDUPLEX �ty: 1 PROM: I �rwNa 205.14.0842041]0 N Page 1 ot 2 �RK I BM 0724/2014 i1a-e �soe »e-e , ]o -BQ��'�"e , 24's'�;s nqe ]re'e ezr, 1 �1u',toi . --1 �_� H 'I � _- F- 53'l2 81'�10 �34fi `GG0 'a 23 'B .25BB�� 28'4"8�� 3l0'tl18'� 3t ' ta 14 �g;�:'J 8� i6l � �E"12 2E'lJ �'11. El ' 10 < ' �0 '1'1�9 �'i[' � .a 114%5 H/' J G �l N F / �� �MR�%[ p� E� qV � N ��. C t2 � �5%6 e% G3%5�/`AI��� P / � � qY AS � C� AL M 4 .'� / �'J%4 M 5 PN'.✓ � �JXn � q� q � /aO�HR >5%slAll 1 =3.5%ii�f�ll�// \� \� AU . . .�\� . 1/� =3za =OXB -3Y.s�4i/'77�/jxT-ii � AR AG pF _a�FSAD Pb A9 M 2 Y �W - � 2010'�a 1':t0'�12 � i:0"P, 80"il )'11"13 . 1']'8 1<'i l4 l0-i 1� � fl'i"1i ' 1fi4'8 8 20B� 99� 29'tl'B �Q,Fpb'BE�Q B`C...�B 0 � zo.a..e'� 4 e-e Fzaa'a rr'�e 'ee F azs' Loading Criteria �OSt) Wind Criteria Snow Criteria(Pgptin PSP) Defl/CSI Critetia ♦Maximum Reactions p6s),or`=PLF TCLL 20.00 Wind Sttl�� ASCE 7-05 Pg�.20.0 Ct: 1.1 CAT:II PP DeFlection in loc L/tlefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 90 mph pf:75.4 Ce�. 1.0 VERT LL�. 0.042 G 999 240 6CLL: 0.00 Enclosure:CloSed � ( � B 898 I 78 /3fi0 I- /263 /3.5 Lu'. - Cs:notused VERT(TL)'. 0.095G 999 180 AE10�21- I441 /- l- /3.5 BCDL'. �0.00 Cate9ory;ll Snow�DUretiorc1.15 HORZ(LL): 0017G - - V' 77 /5 /3i /- /- /�141 EXP'C Des Ld�. 40.00 Mean Height 15.00 ft HORZ(TL): 0.042�G - - Wintl reactions based on MWFRS NCBCLL'. 10'.00 Cotle/Misc Criteria Creep Factor'1.0 B Min�Brg Witlth Req= 13 TCDL'6.0 psf AE Min Br Witlth Re 1.3 Soffi[ 200 9CDL'.6.0 psf Bldg Cotle: IBC 2006 Max TC CSI: 0.445 9 9- TPI Std 2002 Max BC CSI: 0.773 AE Min Brg Wid[h Req= - Loatl Duratioa�1.15 MWFRS Parallel Dist 0 to h/2 Bearin9s B,AE,&AE are a rigitl surface. Spacing:24.0" C8C Dist a:328 ft Rep Factors Usetl:Ves Max We6 C51; 0.974 Lac.from endwell'.Any FT/RT20(0)/0(0) C 1 A GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Piy(Ibs) Wind-0ura�ion: 1.33 WAVE VIEW Ver: 13.0208.031820 Chortls Tens.Comp. Chords Tens. Comp. Lumber A-B 33 0 L-M 726 -247 ValUe Se�: 13B(Effeciive fi/7/20�3) B-G 143-114t M-N 133 -6 C-D 158 -941 N-O 175 -3 Topchortl2x45P#2 D-E 181 -853 O-P 161 0 Bat c�ord 2x4 SP#2 E-F 132 -347 P-Q 159 -1 Web52x4SPtt3 F-G �39 -283 Q-R. 158 -33 Lumtervalueset"13B"usestlesignvaluesapproved G-H �64 -270 R-S 156 -64 1/30/20�36yALSC H-I 177 -224 S-T 153 -94 Bracing I-J �85 -250 T-U 748 -t23 J-K 162 -247 U-V 149 -156 (a)Con�inUOU5lateral res�raint equalty spaCed on K-l 138. -273 member. Plating No[es Mazimum Bot Chortl Forces Per Ply(Ibs) All plates are 7.5X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. ("')2 plafe(s)require special positioning.Refer to B-AH 878 -65 AB-AA �47 -113 scaletl plate plot tle�ails for special positioning AH-AG 55� -54 AA-Z 147 -112 requirements. �� titli���IttJ1 �� AG-AF 132 -29 Z-V �46 -110 lCt�x`' ��}1�f AF-AE 732 -29 V-X 145 -IDB LoaAing ����` 4` `r/ ���i� AD.AC 148 -115 W V 140 '97 Gable end supporis 8"max rake overhang. 4� � �T d r . Bottom chord checked for 10.00 psf nan-concurrent �.q �,E�'` ��4fQ ���,y�"+ AC-AB 148 -114 bottom chortl live load applied per IBC-06 section .,,, ,� 1607. .y°'.,m R.Jp.PE1Q24132d .�� Maximum Web Forces Per Ply�Ibs) Tmss designed for unbalanced snow loatls. � � �' Webs Tens.Comp. Webs Tens. Comp. Wind � � Sr���F i ``� C-AH 13A -298 AN-AG �105 -1�4 f / P � t AH-E 480 -57 AN-AP 6 -95� Wintl loads based on MWFRS with atlditional C&C �,'�/j� � N � � � membertlesigrt � � "•y� � v E-AI 159 -567 AO-AP 585 -37 AI-AJ 0 -�09 AO-AR 23 -�59 Atltlitional Notes '���/ J � ���y�AI�M��` AJ AK 60 483 AR A�U 630 -i6i See�WGS A7001 W50�09,GBLLETIN0212,-& GABRST050109forgablewtnd6racingrequiremenls. ��/24/���4 AK-AL t0 -103 AS-AT 665 0 ALAM 12 -105 AU-AE 31 -204 "'WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGf "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCWDING THE INSTALLERS ,�T!i1J Trusses require extreme care in fabricatinq,handlinq.shipping,installing and bracin9: Refer to and Follow the latest edition oEBCSI(Building BUI�C�lllg Component Safety Information by TPI anr]SBCA)for safety prac6ces prior to performing these functions. Installers shall pmvide temporary braang oer BCSI. Unless noted otheiwise,top chord shall have propetly attached stmctural sheathinp antl bottomchord shal have a pmperly (�,Offl onents attachetl riqid ceilino Locations shown for permanent lateral resiramt of webs shall have bracinq inslalletl pe�BCSI sections B3 87 or B�0, p as applicable.� Appiy plates to each face ol tmss and position as shown above-and on Ihe Joinl Details, unless noted othervdise. kefer ro Grou drawings 160Ad for Stantlartl plate Dos(tions_ p ITW Buildinq Components Gmup Inc.shall not 6e responsible for any deviation from this drawing,any faiWre�o builcl the tmss.in conformance with ANSI/TPI 1,or for handlinq,shippinq,installa�ion.antl bracing of.[msses. A seai on Ihis tlrawing or coverpaq e,listing Ihis drawmg, intlicates acceptance of prolessionaf enq ineering.reso onsibihtysolelyforthedesi nshown. The swla6ility antl use of this drawing fot any structure is the responsi6lity of the�Building Designer per ANSII7PI 1 Sec2. Po�mo�elnt0�m2�i0nsee�M1lS-ob's a erel0o�e5 a ¢andlhesewebsstes: ITWBCG_ www.IN✓bc .c m:TPh www.�Ins�pr_SBCA' www.sbcindus� m�,ICG ww� csale.or 1407-12103 Pry'. 1 SEQM 56509 ) T'[2 I GABL Cust'R2722 JRe/: 1V8c23220001 CORNELLAVENUEDUP�EX pry: 1 FROM�. DrwNO' 205.14.084204170 N Page 2 ot 2 RK I BM 0�124/2014 I-AM 126 -�730 AV-M 557 0 AG-AO 588 -36 M-AE 53 -773 Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Ga6les Tens. Comp. F-AJ 54 -6 AD-N 26 -�43 G-AK 25 -68 AC-O 40 -61 H-AL 7 -29 AB-P 38 -83 AP-J 23 -144 AA-Q 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 1 -77 W-U 50 -99 `t````k�ti�t��1��1uu�q�'A,y'r. ..�•�cJ� �ti s r�R Q•p''�. ti� 2F� FU `� i �� Na. PE1Q2�71324 r,,�� � . STATE OF .. � f �'�.b ' c]P. ��``,� r �'� `'s x'��� � i14f11if���� `----� 07/24/2014 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORiANT° FURNISHTHISDRAWINGTOALLCONTRACTOR5INCLUDING7HEINSTALLERS kTl%J7 Trusses require extreme care in fabricatinq,hantllin� shipping,installing and bracing.. Refecro and follow Ihe latest edition of.BCSI(8uilding BUI�C�IIIg Gomponen�Safety Information,bv �PI and SBCA)fo'r safety praqices prior to performing�hese functions Installers shall provide femporary bracing per BCSI Unless notetl othervvise,top chortl shall have pmqetly attachetl simcWral sheathing antl bottom.chortl shall have a pmpedy C0171 onents atfachetl�ripid ceillnq. Locations shown for ermanent laieral restramt of webs.shall have bracinq lnstalletl per BCSI sections B3,B7 or 8�0, p as applicable. AppTy plates to each face otPtrussantl position as shown aboveantl on�he JoinfDetails, unles5 noted otherwise�. Re(er to Grou tlrawings 180A-Z for s�andard plale posllions_ p ITW euildmg Components Group Inc shall not be responsible for any tleviation from lhis drawing any failure to builtl the Iruss in conformance with ANSI�I PI 1,or for.handlinq shippinq,installa�ion antl bracing of.tmsses. A seal on Ihis tlra'wing or covef pap e.11sting this tlrewinq, indicates acceptance of protessiona�enq ineering•resp onsibiliry solely for the desiq n showa The swta6iliry antl use of th3 tlrawmg for any shucture is lhe responsiblity of the 8wlding Designer per ANSIITPI T Sec2. PormoralnrormationseetM1is-oHS e erafnores a eantlihesewebsites�. ITwBCG: wvrvu.itwbc c m�,�rPl: wwrv.t Instor :SBCA-. www.sbcintlust . m',JCC w csafe.or 140]-12103 Ply. 1 SEQN:83284 / TS I GABL CusC R2322 JRe[ 1V8c23220001 CORVELLAVENUEDUP�EX pry�. 1 FROM DrwN¢ 205.14.08420fi21] � Page 1 of 2 RK / BM 07/2412014 5'8"I2 8'I"10 f1'19 � 19g9 �.� 160.8� 19 . ��1 8 2Pfi15 Pa'0 i 29'e'B � ]2'9� _ , is4e y n e—�� � uzsae zea~ � u'I ' i<' �a .,0ia 1 ', tsi ia i<" ie ZOBB 2d�'8 -"8 31"8 5'B"12 � 3d1d 2'II'1]� 1<' I4 1'4 < 16' 119 1.<' I� T � II'<%5 G ��\\ N F/ \�)xa M�9 w]XIDE� FlU1\ AS/ O �2 5%6 k y 8 � 8]%b�AH AI � F � 'la) AR � ��$3X6 / �A � � FP� �y � � � �1 / � ��TM�ixa �.�� n�A� �s ral / \ n :�,��1 �,�//� a\ �axa �'��� � A �W T% J��U �/ �\ , �� A� � � �'�� � ��,I i� � ��/ \ ,� �=x<,A,� i =Z�A��`� � �� �—�n ' .rG�. (/. ]%d =]%8�3%5� � 1 AG AF AE _AU10 PC AB N1 2 Y X W 4% 921 20'10"< T It'10"12 -� F�.9 .e.e.ii rn'u '� �e L�_a... . r2a _ ra� F� e'a��.n is'a�s ie' zi ' ia�a�e ' n�o"e ' zs'ge �ie _aa'e� ,, zo�e� `s-4 ra. ra. �o�+s—�v��s'i e—�za�a-e—k�va Loading Criteria �pst� WinA Cri[eria Snow Criteria(agpt�in asF) Defl/CSI Ciiteria ♦Maximum Reactions(Ibs) TCLL: 20.00� Wind Std: ASCE 7-OS Pg;20.0 C[ 1.1 CAT:II PP Deflection in loc L/tlefl L/# Loc R /U l Rw I RM1 /RL /W TCDC 10�,00 Speetl: 90 mph PE 15A Ce: T.0 VERT(LL)'. 0.062 X 999 240 8 Byq ��� /3fi2 I- /263 /3.5 BCLL�. 0.00 Enclosure:Closed W: - Cs:notusetl VERT(TL)� �.�30X 999 180 qD1519I54 I514 /- l- /3.5 BCDL: 10D0 Category�.11 Snow�uratio¢�.�5 HORZ(LL):-0:034T - - V 399 I- 1196 /- /- /3.5 EXP:C Des Ld' 40.00 HORZ(TL):-0.071 T - - Wind reactions based on MWFRS Mean Heigh[:15.00 ft NCBCLL-. 1000 Cotle I Misc Criteria Creep Facto�:�.0 8 Min Brg Witlth Req= 1.3 TCDL 6.0 psf AD Min Br WidU Re 1.3 SoffiC 2.00 gCDL:6D psf Bltlg Cotle: IBC 2006 Max TC CSI; OA45. V Min Brg Witlih Req= �3 Load Duretion�. 1.15 MWFRS Parallel Dist:0 b h/2 TPI Sid' 2002 Max BGCSI: O7)3 gyarings B,AD,&V are a ri9id surface. Spacinq 24.0" C&C Dist a:328�ft Rep Factors Usetl:Yes Maz Web CSI�. 0.4a6 Loc.from entlwall:Any FT/RT20(0)/0(0) Maxlmum Top Chord Forces Per Pty Qbs) I-. 1.0 GCpi:Q18 Plate rype(s): � Chortls Tens.Comp. Chords Tens. Comp. Wintl Duratiort�.33 WAVE VIEW Ver: t3A2.08.03�820 — Lumber AtltlitionalNotes A-B 33 0 L-M 125 -258 Value SeC 138(Effeciive 6/�I2013) See DWGS A10015050109,GBLLETIN0212,& B-C 139 -1134 M-N �94 0 To chord 2x4 SP#2:T3 2x4$P�SS' GABRST050109 for gable wintl bracin9 requirements. C-D 154 -935 N-O 200 0 P 0-E 177 -846 O-P 183 0 74�2x4SP#1�. E-F 127 -340 P-Q 134 0 Bot chord 2x4 SP#2.:B2 2x4 SP SS F G 135 -279 Q-R. 72 -246 We6=2x4SP#3 G-H 159 -266 R-S 46 -265 Lumber value set"13B"uses design values approved H-I 172 -219 S-T 22 -29� 1/30/2013byALSC I-J t8� -241 T-U 0 -3�6 Bracing J-K 157 -24� U-V 0 -341 K-L �35 -271 (a)Continuous lateral restraint equally spaced on � member. Mazimum Bot Chortl Fo�ces Per Ply(Ibs) Plating No[es Chortls Tens.Comp. Chords Tens. Comp. All plates afE�.SX4 exCept as noted. 8-AG 872 -69 AB-AA 230 0 (")2 plate(s)require specialpositioning.Refer to AG-AF 551 �58 AA-Z 233 0 scaled plate plot tletails for special posi�ioning �t����pC���+R�� AF-AE 138 -3� Z-Y 234 0 requiremenis. ```t\���.� L , y�fjjr, AD-A�C 230 30 X-W 236 0 9 � Loatlin � �� �� ��Q /r. AC-AB 230 0 W-V 238 0 Gable end supports e"max rake overhang. ;Z`Q �1 5 i�`�,� .� ; Bottom chord checked for 10.00 psf non-concurrent 7`�,� � V � � Maximum Web Forces Per Ply(Ibs) botrom chord live loatl applied per IBC-as section y m No. PE4Q�k�S�7� �� Webs� 7ens.Comp. webs Tens. Comp. 1607 Tmss designed for unbalanced snow loatls. �� � �57ATF�F C-AG 134 -298 AN-AQ 23 -160 1p�- �`. AG-E 480 -9 AO-AP 634 0 Wind " �p�,O ' NP�rq„� E-AH 159 -568 AQ-AT 28 -ifi5 Wind loads 6asetl on MWFRS with atlditional C&C � ��`y`+� AH-AI 1 -113 AR-AS fi65 -2 memberdesi9a � � ` AH-AF t62 -a82 AT-AD 29 -194 '++'� � IRYN��t``\ `� AI-AJ 0 =85 AU-M 644 0 AJ-AK �i -�06 M-AD 74 -BG7 07/24/2014 AK-A� ia -ios no-nv iaa -eas I-AL �P -122 AV-AW 136 -487 "WARNING"" READAND FOLLOW ALL NOTES ON THIS DRAWING! �p ��;i�� "IMPORTANT"'� FURNISHTHISDRAWINGTOALLCONTRACTORSWCLUDWGTHEINSTALLERS .�T',�/�� Tmsses requi�e extreme care in fabricatinq,handlinp shipping.installing and bracing. Refer to and follow the latest edition of BCSI(8uiltling BUI�C�1 Ilg Component S3fety Information by TPI anc7 SBCA)fo�safety prachces pnor to pedorming these funqlons Installers shall prowtle temporary braung per BG51.Unless noted otherwise,top chortl shall ha�e propedy�atlachetl strucWral sheathinq and bottom�chord shall have a propedy (�,011l onents attache0 riqitl ceilin Locations shown for oermanenl lateral restrain�of webs shall have bracinq inslalled per BCSI sections B3,87 or B10, p as applicable. Appl�y plates ro each face�of imss antl position.as shown above and on theJoinCDetails, �inless noted otherw�se. Refer to Group tlrawmgs 160A-Z for standartl plate positions. ITW Building Components Group Inc shall not be responsible.foranV deviation fmm Ihis drawing,any failure to build Ihe Iruss in conformance with ANSI/IYI 1,or for handlinp,shippin installation and bracing of�russes A seal on this tlrawing or cover pa e listing this tlrawing, indiwtes acceptance of proiessional'eng ineering�resp onsibility solely forthe desiq n shown. The swta6�ility and use of this Arewing for any structure is[he responsibility of the Building Designer per ANSIRPI T Sec1. Fo�morelniormafionseetnis-ob's eneralnotes a ano�nesewebsites: IrWBCG: wunrv.itwbc .cm�,TGl: � mv.�oinstor �.5BCr1' wwwsocinausl . m',ICC' vnvw.l<csaleor 14D]-12103 Ply. } SE�N'.83284 / TS �i GABL CasCR2322 JRet1VBC23220001 CORNELLAVENUEDUPLEX Qry: t FROM' Drv.�N¢ 205.14.08420621] 0 Page2'of2 RK / BM 0]24/2014 AFAN 592 -3� AX-AY 132 -489 AM-AF 96 -1�1 AZ-Q 141 -5�6 AM-AO 7 -98 Q-AA 3�0 -69 AN-AO 587 -31 Maximum Gable Forces Per Ply(Ihs) Ga61es TensGomp. 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 21 -143 P-AZ 3A -2 AP-AQ 18 -9 Z-R 32 -46 K-AR 24 -46 Y-5 31 -35 AS-AT 2 -75 X-T 37 -37 LAU 2 -52 W-�U 33 -36 N-AV 12 -75 ``4`,�i�1t;11111C1i1li/��,,fx,'i L �r � f ♦� `v� �.�».'`. �� +�s yi�Q �4 5�,;..��'•, �jJ .��� � q 2.``' ��1 �3 A. °m No. F'E1020i32d� r,n' : . 87ATL�F � i � : %N� d S+P �1��`�,�r ' \ � ',,f� r Ylllliyi#���` �_� 07/24/2014 ^WAFNING" READAND FOLLOW ALL NOTES ON THIS DRAWING! �,��� "IMPORTANT`" FURNISH THIS DRANJING TO ALL CONTRACTORS WCLUDWG THE INS7ALLER5 �L'�. Trosses require exireme care in�abricating,hantllinq shipping,in,tallin9 antl bracing. Refer to and follow the latest etlition of BCSI(Builtling BUI�(�Itlg ComponentSafety Informabon,by TPI and�SBCA)roF safery practices prior to pertorming these functions Installers shall provide temporary bracing�Der BCSI UNess noted�otherwise,top chord shall have properly attached strucNral sheathing and bottom chord shall have a properry (�,Ofil onents atlachetl riqitl ceiling. Loca�ions shown for permanent laleral restraint of webs shall have bracin9 mstalled per BCSI sections B3,B7 or 81q p as applicable Appiy 0lates to each face of tmss antl position as shown above and on the Joint Details, unlessnoted otherwise. kefer ro Grou tlrawin3s 160A-Z for siandard pla�e positions. p ITW Buildinp Components Group Inc sFall nol be responsible forany tleviation fmm thisdrawing any Failure ro build the Imss in conformance with ANSIITPI 1 or for hantllinp shippinp installation and bracing of imsses. A sea�on Ihis dra'wing or�cover page listing this drawing indicates acceptance of proTessionaf'enq ineenng resp onsibility solely forthe desi n shown. The swta6ility and use of this drawing for any structure is the responsibliTy of the Builtling Designer per ANS�ITPI 1 Sec1. Pormorelnformationseelhis'ob's e eralnotes a antlthesewebsites ITWBCG�. vrvnv.ilwOC c m'TPI'. www.t innm �.�SBCA' wwx.sGCintlusl . m;ICC�. wwwiccsafe.or 1407-12103 Ply: 1 SEQN�.56226 / T19 I COMN CusC R2322 JRef. Nec23220001 CORNELLAVENUE�UPLE% Oly: e FROM' DrvuN¢ 205.1408420822Q P RK / BM 0�/24/2014 55'9 �0'8" 15'fi"9 � 21' i 5,5.� T S,o.9 � 5��..g � 5.5..� r �- �°4X4 �Fi\ 12 �� � �� q ��9SX4� E�1.5X4 /�� /� � � � � i� �x4�A„ =axa(np e � � � �, � � � �-i =3X6 =3X5 82 � � H - �10"8 10�6. f6. � 9' 10"e� ' T �o,s. � 12, , 2�� _ ' Loading Criteria(psry Wintl Criteria Snow Criteria(agp�i�pSFi Defl/CSI Criteria �Maximum Reactions Qbs) TCLL 20.00 Wind Sid: ASCE 7-05 �pg_p0.0 Cf. �.1 CAT�.II PP DeFlection in loc L/tlefl L/# Loc R /U /Rw /Rh /RL /W TCDC 10.00 Speed: 9�mph Pf�.15A Ce: 7.0 VERT(LLp. 0.0271 999 240 ' g gq3 /25 /360 I- /180 /3.5 BCLL: ��.00 Endosure:Closed Lu: - Cs nat usetl VERT(TL)�. 0.056 I 999 180 F 943 /25 /360 I- /- /3.5 BCDL'. 10.00 Category�.II Snow Duretion:�.15 HORZ(LL): O�D�3 H - Wind reactions basetl on MWFRS Des Ld'. 40.00 EXP'.C HORZ(TL): OA27 H - - B Min Brg Width Req= �.3 Mean Heighf. 15.00 ft F Min Br q= 1.3 NCBCLL �0.00 Code I Misc Criteria Creep Factor�:1.0 9�Nidth Re TCDL 6.0 psf Bearin s B&F are a ri id Sofft. 2.00 gCDC 6A�psf Bldg Cotle'. BC 2006 Max 7C CSI: 0.439 9 g �suRace. Load Duratio¢1.15 MWFRS Parallel O�st O�to hl2 TPI Sid: 2002 Max BC CSI: 0.891 Spacing'.24.0" C&CDist a:3.00 ft Rep Fac�ors Used'.Yes Max Web CSI: 0247 Maximum Top Chord Forces Per Pty pbs) Loc.from endwall:Any FT/RL20(o)/0(0) Chords Tens.Comp. Chords Tens. Comp. I: 7.0 GCpi:0.16 PlateType(s): A-B 33 0 D-E �63 -913 WinODuraViortt33 WAVE VIEWVer:13.02.08.031820 B-0 �70 -1206 E-'F �70 -1206 Lumber C-D �fi3 -913 F-G 33 0 Value Set: 13B(Eflective 6/i12o13) Maximum Bot Chord Forces Per Ply(Ibs) Top chortl 2x4 SP#2 Bot chord 2x4 SP#1 :B22x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Web52x45P#3 B-I 939 -51 H-F 940 -52 Wmber value set"�30"uses design values approved I-H 940 -52 1/30/2013 by ALSC Loading Maximum Web Forces Per Ply(16s) Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent boflom chortl live load applietl per9BC-06 section C-I 134 -318 I-E �34 -3�8 1607. D-I 634 -87 Tmss designetl for unbalancedsnow loads. Wind Wind loatls basetl on MWFRS wilh adtlitional C&C member desiga ,»�,t��Uli�Jy{�� w"����`F'� � `�"� `f�r'`i y„Je�"4���iF,�,�� �r��i �� n�a. pesoaa�sza �„� ;, , srar�dF � . � �. `�'a i �'� �l�,.,,,: J � \A /��lt � . .� ���f5���\1�t �� ����4�20�4 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! �6"r%' "IMPORTANP" FURNISHTHISDRAWINGTOALLCONTRACTORSWCWDINGTHEINSTALLERS .��✓'� Tmsses require extreme care in fabricatin9,hanalina shipping installing ancl bracing. Refer to and fqllow the latest edition of eCSI(Building Buildin � Component Safety Information,bY TPI and SBCA)�oF safety pracbces prior ro performing ihese functions Insiallere shall provide temporary g braang per BCSI.Unless noted olhern�ise,top chord shall have pmperly attached structural sheathinq antl bottom chortl�5hall have a proPerly (,`Ofll onents attached ri�itl�ceilinq Locations shawn for permanent lateral restamt of webs shall have�braang inslalled per BCSI sections B3,BT or 8�0 p as applicable Appiy pla�es to each face oftruss antl posdion as shown above and on ihe Joinc Details, unless noted other,vise. kefer ro� (�rOU tlrawings 160A-Z for standartl plate positions. p ITW Bulldln❑ComponenisGroup lac shall not be responslble for an tlevlation irom this drav✓ing,any faiWre to bulld the truss in conformance with AN51/TPI 1,or�for hantllmq shippinq,installatiqn and bracing oXtmsses. A seal on this drawing or cover paq e listin9[his tlrawing, indiwtes acceptance of�proiessionaf enq ineenng resp onsibility solety forthe desiq n shown. The swta6ility and use of [his diawing for any structure is the responsiblity of the Builtling Designer per ANS��TPI T Sec2. For more Inbrmalion see[his bb'S e eral notes a and ihese we�sites'. ItW3C6�. wmv.INUbc .c m�TPP w�mr.t inst or ',SOCH'. www.50untlust .com:ICC�. www csafe.or 1407-12103 Ply: 1 SEQN:83280 / T21 /GABL Cusf.R2322 JReP. iV8c23220001 GORNELLAVENUEDUPLEX pry: G FROM'. �rwNO: 205.140856.52960 R RK I BM 0]/2a2014 ]'IP'. 6'6" _Y'i ll'l0" 106' 1)2J 21' zs" �' 14�� ��.I �a�� �a • 9'a�, iasl-� F �.q..l I�.a., I— ze. -I 1 26` 52 , ]10, 14 � 132'i 1510" 166' : i '� �'�.a.'� . �d.n � F�4.. � -6%4 � G r/ \ r r F Y � z 8 � E /�� M / � \ n �C� 0 O 2 5X0�n1J =d5X0�Af) 0� � _ . � �� P �� ��� i I, li' I/ / / �/ / ;' i �/%/��� ���� � no nc ae nn z v x w v' u T s R " =5X6 C �� � 10'8� 26' O��I'6.6,.i 0 92l 10 '0� 132"{r 1a6� 1' S'1P'�'�r t8fi�_ 26 r.,; � � Loatling Criteria�psp Wind Criteria Snaw Criteria(Pg,Pfin a5F) Defl/CSI Criteria •Maximum Reactions Qbs),or'=PLF TCLL�. 20.00 WintlStd�. ASCE 7-05 pg p0.0 CC i.t CAT:II PP Deflection in loc L/defl L/#� Loc R /U /Rw /Rh /RL I W TC�L: 10.00 Speed: 90mph Pf'. iSA �Ce:1.0 VERT(LL): 0�001 I 999 240 g. gp �3 �p� �_ �g ��pqg BCLL 0.00 Enclosure�.Closetl W�. - �Csnotused VERT(TL): 0.0011 999 180 p �88 L l72 /'- l- i3.5 BCDL�. �0.00 Category:II Snow Duration:1.15 HORZ(LL)'. 0.002 M - - Wind reaclions based on MWFRS Des Ltl'. 40.00 EXR'C HORZ(TL)-. 0.003 L - - B Min Brg Witlth Req= - NCBCLL 10.00 Mean Height:tS.OD tt Code/Misc Criteria Creep Factor: 1 A P Min Brg Witlth Req= 1.3 TCDL fi.0 psf SoffiC 2.00 gCDL:6.0 psf Bldg Cotle�. IBC 2006 Max TC CSI: 0.078 Bearings B 8 P are a rigid surtace. Load Duratio¢�t15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2002 Max BC CSI'. 0.04� Spacing�.24.0" C&C Dist a:3.00 fl Rep Factors Used:Ves Max Web CSI: 0.132 Maximum Top Chord Forces�Per Ply(Ibs) Loc.from endwall:Any FTIRTi20(0)/0(0) Chortls Tens.COmp. Chortls Tens. Comp. L10 GGpi:0.18 PIa�eType(s)' q-B 33 0 I-J 145 -42 WindDuration: 1.33 WAVE VIEWVeC13A208031820 B-C 102 -133 J-K 1�4 -34 Lumher C-D 92 -109 K-L 80 -34 Value Set: 138(Effective 6/1/2013) D-E 87 -94 L-M 49 -3� E-F 81 -77 M-N 24 -38 Topchord2x4SP#2 F-G HO -61 N-O 29 -46 8otchortl2x4SP#2 G-H 114 -45 O-P 39 -72 Webs2x45PII3 H-I t45 -42 P-q 33 0 Wmber value set"138"�uses tlesign values approvetl - 1I30/2013 by ALSC Mazimum Bot Chortl Forces Per Ply(Itis) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 1.SX4 excep�as noted. B-A� 106 -56 X-W 1�2 -54 AD-AC 108 -55 W-V �11 -54 Loatling AGAB 109 -55 V-U �>> -53 Gable end supports e"max rake ove�hang. AB-AA 110 -54 U-T �10 -52 Bottomchorticheckedfor10.00psfnon-concurrent �-Z ��� -54 T-S �09 -52 bot�om chortl live load applied per IBC-06 sect'ion Z-Y 1�1 -54 S-R 108 -51 1607. V-X 1�2 -5G R-P 106 -49 W„�s tlesigned for unbalanced snow loatls. ```l�`�\����X„E"+`��rrl��,,'f Gabl su Tens Comprces Ga61es'ITe!ns. Comp. C+ �i Wind loads based on M WFRS with additional C&C ,,.��lJ`� F V S i c � �i � .'s � `�+Rrti. � �� C-AD 55 -'1�2 W-J 36 -112 memberdesign. w �c „�` '`T �° �� '� y D-AC 35 -76 V-K 41 -&1 AdditionalNotes «� S E-AB 38 -85 U-L 38 -84 :[Q �� Nn'. p���Q���#�4 f�� F-AA 38 -84 T-M 38 -85 SeeDWGSA10015050�09,G8LLETIN0212.& � " G-Z 41 -84 S-N '.35 �-76 GABRST050109 for gable wind bracing requiremenls. i � � STATE OF � $ � �y (� „� H-�Y 36 -�12 R-O 55 -1�2 r �hUl �� " �°��� 1-X 6 -t32 , y�:c.; lfl�r�tt �lt�i�iN��� _ 07/34/2014 "WARNING"" ftEAD AND FOLLOW ALL NOTES ON THIS DRAWMGI `"IMPORTANP" FURNISH THIS DRAWING TOALL CONTRACTORSJNCLUDING THE INSTALLERS ,''T,.%�"� Trusses require extreme care in fabrica�inq,handling shipping in5tallin9antl bPacing. Refer io antl tollow the latest edition of BCSI(Builtling BUI�C�IIIg Component Safery Information,bv TPI and SBCA)roF safety prachces prior to pertorming these functions Installers shall provide temporarv bracin9 per BCSI.Unless noted othervvise top chord shall have propedy atlachetl slrucWral sheathing and bottom chortl shall have a proDerly (�,0111 onents attach.,tl riqitl ceilin Locations shown Fo�Dermanent lateral restrainl of webs shall have bracinq inslalled per BCSI sections B3 07 or B10, p as applica6le. Appl�y plates fo each face of Iruss and posdion a_=shown above�a�d on the JoinfDetails, unless notetl otheiwise. Refer to Grou drawwgs M160A-Z for standartl ptale positions. {) IT,W Builtlinq Components Group Ine shall notbe responsible for an tleviafion'from Ihls tlrawing any(aiWre�o bulltl the truss in conformance with ANSI/TPI 1,or for handlin ,shippinq.mstallation antl bracin�q�Irusses A seal on this�tlra'wing or cover paq e.lisHng this tlrewing, intlicates acceptance of pm�ess�onar-enq ineering res onsbility solety for Ihe desi n shown. The surta6iLty and use of this drawing.for any structure is the responsibliTy of the BuiPtling Designer per ANSI/TPI i�Sec.2. For more Inmrmaeon see mis�oe�s e erai no�es a am mere weo siies irweCC. w++++.nwec .c m;rai� www.� Ins�or �,SoCa. www.secinaus� . m�,icc�ww�.�ccsare.o, 1407-12103 Ply: 1 SEQN'83280I T21 /GFlE3L Cusl:R2322 JReC 1VBC23220001 CORNELL AVENUE�UPLEX Qty: 2 FROM: DrwNO�. 205.14 085fi529G0 R RK I pM O�I242014 3}0' fi'6 92 11'10" 146'. P2 b' F :~11--1��n'� ��io�~�, ios�F i°�F ���� �s,��in�:� zs.. -I 26' S2 25 I'6 Y4' 1'<' l6 14' Pa" �