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Home My WebLink About340.02 Truss Plans - _ __ _ . �__ ,.. _ �_.. _ . _._ . _ - . . _. __ _ _. _ .. . . .�_. .. __ .. _ . . . . ,_ , .: �, � ll Attachments: Notes � � � � ` � . . . , . .. � : : . _ • . . -.i � ' 49-5-0 � . � -. �5-0-0 15-0-0 � 29-S-D NS NS NS N1 iq_p_p . , N1 m m m m m � � .� m m �m m Nl � � �n m rv � � ¢ � ¢ 1 1 N1 N1 38-0-0 N2 46-0-0 N � F E � � � E N1 N1 2 N1 24-0-0 N 0 0B N 03 N w 04 96 ' 05 0B 2-8-0 96 08 � x x x x x x � . 4-4-0 1 � �� . � 1�� . 1 � 5-0-0 15-0-0 17-8-0 1�0-0 � **• NOT TO SCAI.� "` N Compouenfs: 65 . � . . �. �� Job Name: 2625BllR W0: 2625BRR � Customer. 1213 WOE: . _ Desiguer: JOA Che�tcer: Date: 11-10-00 8:4514 TRUSS MANUFACTURING TC Zive 20.0 Lbr DurFac: 1.15 COMPANY INC. T"MODEL 2625 �. TC Dead 10.0 � Plt DarFac: 1,15 PO:BOX.418 ELEVATION B � � � - sC Live o.o Spacing: 24.0^ WESTFIELD IND 46074 gONUS ROOM - . Bc n�a 10.0 Design Criteria: TPI i ... � ' WHE&EQIIALIIYCOONTS . TOTAL 40.0 PSP I _ JOB PATfI: T:IIE'E-WKVOBSIS9._ ,vEFFlTRACKBDRICENfFX1363 . �r . _ _.. . __ � , _�_ _._ _. _ . _ Notes and Specifications Note #1 (1 location) : Note #2 (1 location) : (1�) HUS26 HANGERS TO BE ATTAQ��D�TO GQ2. . .- (2) HU526 HANGSRS 'IO BE ATTAC]iID 'IO A 2x HF.ADER BY O'Tk]E��RS. ,q �� Job Name: 2625BBR WO: 2625BBR ��' tl Cosromer: 1213 WOE: 6� � � . Dcsigner: ]OA CLecker: Date: 11-10-00 8:45:14 TRUSS MANUFACTURING � � TC Live 20.0 Lbr DurFac: 1.15 COMPAtJY INC. MODEL 2625 � TC Dead 10.0 Plt DurNac: 1.15 PO BOX 41 B ELEVATIUN B . sc Li9e o.o Spatiug: 24.0" ' WESTFIELD�JND 46074 gONUS ROOM - ac n�a 10.0 . � Decig¢ Criteria: 1TI w�x2'QV�im cooem � � TOTAL 40.0 FSF � _ . � . � JOB P.fIN:�T.�ITEE-LOXVOBSl4� .JFFTVAAC.YBDRICEMFXIl625 Alm�iur'ml. _ CENTEX 2625 A�f011EL � ' 1213 � Wp; TI: ACAPS TY:16 TC FORCB AXL gPID CSI Tpp IXORDS: 2x4 SPF ql/q2� (N) All C�'�@AESSION Chords aze aaeim�ed to be =. �� .�..�,7oint Locationen.==_:�:=._._e= 1- 2 -189 0.00 0.06 0.06 BOT (�IOROS: 2x3 SPP ql/q2 (N) i contlnuouely braced unlaea noted otheMea. 61)� 0-�0- 0 3) 4- 5- 0 5) Z_ 2_ B 7- 3 -189 0.0� O.U6 0.06 kIDS: -�3rz3 SPF q3 (N) �I At[ech PIOGY-HAIX Lcvee ta HASE 1RU55 with 2) 2- 2- 8 4) q- 5- 0 6) 0- 0- 0 Thia deeigu baead on cMrd bracing upplied ; 20 ga. 7X8 nail-on platee or 1/2• x 4• X 8• ----PA7(, REACfIpNS PER BEARIIiCa /,OCATIOl7----- BC FOAC6 AXI, gtm CSI per tha follwing echedule: mX plywvod guseete to both facee of truee X-Loc Vert Noriz Op11Et Y-I.oc Type 6- 5 131 0.05 0.05 0.10 � Max O.C. Prom 1b � at 6 A� o.c�. throughout ueing (8� 1.5• long 0- 0-12 224 0 0 BbT pp� 5- 9 131 0.05 O.oS 0.10 + sC -. .�24.0• 0- 0- 0 6- 0- 0 � TR[1S5 naile. Or TOS-NAIL to each 2%9 la[aral 4- 4- 4 224 0 0 BOT H-ROLL Hracing ahoum'Se for vieunl purpoeae only. � bracing with a minlm� of (2) 16d naile each ' WSB FORCE WEB FORCS MAX LIVE fAAD D6PLECfION: I � 2- 5 46 L/999 : ' ' , ' . AMB = 1.15 L= 0.00" D= 0.00" T� 0,00• I � MAX XOAIZONTAL D6FLEC1'ION: � ' . ' � T= 0.00" _ � . Z-2-g 2-2-8 I 3 � � -8 00 ' 4X4 . 2-Q-0 , . 1-10-0 0-4-9 � 0-0-9 � i I i _L " � .. � 2X5 ; 2X5 � 2X4 / ' + �'t`CPi�aL� � ,`,`p��nu�� . '. 4' '0 �.��\O E. q�.., / e � s a ��- \ `;�z� � G S T �F'';; °-9-8 , '' TRU 55 0-9-8 � 16442 F IL(RO-J-13j I . . 4 5 0 (R03-1J) :� S7q_ T`i �- f' , c o IND�A � EXCEPC AS�SHOWN PLATES ARE TL20 CA TESI'ED PEN ANSIITPI 1-1995 scale = 0.7500 Nq �, ';°�p �`�� WARNING: READ ALL NOTES ON THiS SHEET. Eng. 7ob: Wp; ,''��fgs��nA� �l�V.�� j A COPY OFTHIS DRAWING TO BE GIVEN TO ERECTING �"'g� CENTEX Trass ID: ACAPS� "'�nun� � ° ' CON7'RACI'OR. Dsgnr: JRII Chl:: Date: 11-17-00 ��— TRUSS MANUFACfURING � TC Live 20.0 � sf DurFac-Lbr. 115 /'—"'' ' COMPANY INC. BRACING WARNING: P oncin�alu.+m w ihis unwi�is nm emim hrniny,wiN hncin�,pund hncinr�r similar M1ru�in[ TC Dead ]0.0 p5( DurFac-PIL• 1.15 PO BOX 418 wn�.�n�„�m�nn.n„nm�,��,,,n..mmnmuuM1rnnilJCrtJM1yilvhuilJinC��ii^•'r. Bncint „ .n�,c.,,�.n.in�..i vnwn��rw.,mtmn«:��y��nm��w.�m�c��rn�. r��.an��.m�,�n� BC Live 0.0 sf O.C. Spacing: 7A.0 WESTFIELD IND 96074 ��i"�.Inn�.i¢��.mn��s•��r��"'��"�`"�hi�nr�kiwnm�e�.��.. BC Dead l0A P Desip'-�:ri�eria: TPI \VIIFREQOALITYCOUNI3 vusskuin maY�reWirN. ISeeHIP-91nfTPII. Fm�ceif �C. cnw�•=�M..I��^�� f1I�w.JtiiGrcc R�PInelnniwiqTPl.uLCnNa� Cod ;r-.TPI1-1995 58I D'OnalriuDrird,Mauiv�n,. 'I9), TOTAL 40.0 PS( q 4Z�_ . . /00 I'ATII.� CITEF-LOKININ /ICS: OI.W.Ltl CENTEX 2625 MODEL 1213 WO: TI: A TY:B 7C eoRCe N2 H!m CSI TOp C730R�5: 2ic9.� SPF N1/p2 (N) 4 continuous lateral bracing attached with = __ -_ -====JOint-LOCatrone===-<___�==_n__ 1- 2 -2307 0.07 0.83 0.90 BOT CHORIlS: 2x4 � SPP kl/q2 (N) 2- lOd naile each m�bar where eLOwn.Bracing 91)9�0- 0- 0 6) 38- 0- 0 11) 16- 0- 0 2- 3 -1725 0.05 0.82 0.87 WEBS: . 2x4 � SPF ql/k2 (N) � MUST be poeitioned to ptwide equal unbracad 2) 8- 0- 0 7I 38- 0- 0 12) 12- 0- 0 3- 9 -1314 0.05 0.44 0.49 � 2x4 . SPF STUD (N) 1,7 ' eec�wnte OA 2x4 •T• b[ace may be nailed flat 3) 16- 0- 0 B) 30- 0- 0 13) 8- 0- 0 4- 5 -1721 0.05 0.82 0.87 2z4� SPF p3 (N) 2,6 ! [o edge oE web with 12d naile spaced 8" o.c. 4) 22- 0- 0 9) 26- 0- U 14) 0- 0- 0 5- 6 -2307 0.07 0.82 0.90 []: Pla[e OFFSEf from joint certer. Refer , BraCe muet eztand at leaet 904 of veb langth 5) 30- 0- 0 10) 22- 0- D - to .7oin[ Detail Report. � 2x6 Brace.required on any weh exceeding.l4'. ----MAX. REACTIONS PER BEAAINo LOCATION----- HC FORCE AXI. H!ID CSI Thie deeign baeed on clwrd bzacing aQplied � All C�R&SSION Chorde nra aeew�ed� to be X-LOC Vert Horiz Uplift Y-LOC 'rype 79-13 � 1821 0.45 0.25 0.70 per the following echedule: � continuouely braced?unlaea noted othexwiee. 0- 1-12 1572 0 0 BOT PIN 13-12 1819 0.45 0.25 0.70 Max O.C. From To . _ 37-10- 4 1572 0 0 BOT H-ROLL 12-11 1819 0.45 0.17 0.62 -f TC �24.0" 16- 0- 0 22- 0- 0 � 11-10 1J13 0.32 0.18 0.50 Bracing ehdwn ie for vieual puxpoees only. i 10- 9 1819 0.45 0.18 0.63 MHX LIVE LOAD DEPLfiCPION: � 9- 8 1819 0.45 0.26 0.70 L/999 � � � �� ' 8- 7 1821 0.95 0,26 0.70 L=-0.13• D=-0.13" T�-0.26" � . ' . MAX HORIZONTAI. DEFLECPION: WEB FOACE WGB FORCS T= O.11' � � � 2-13 172 9-30 977 . - � � 2-11 -609 5-10 -610 , �. , 3-11 4'!8 5- 8 172 . � , 3-10 1 RMB = 1.15 . �� ' ' . . i � . 16-0-0 ' 6-0-0 16-0-0 � i z ,A�PS� s 6 o t�'r'fP� .s o0 . � � , � , [6X10 6X6 � �...� � � I6X81 � 6X8] � . � 11-7-3 � 11-0-9 � . 0-0-9 j 0-0-9 � � � �T _- � � 4X5 2X4 3X6 4X6 SX1U 3X6 2X4 4X5 I �inn�ui�� . ' I , ��N\O E. qRc , � n . 2' fi G STE t�:, . - � � : i �-i � 78-0-0 i i i � �� 16442 � = �l4 !.17 12 , 11 10 9 8 7� � ' 1573p 3.50" , � 1573q 3.50" _ STqTE QF `�' o-io-s L 38-0-0 o-io-s =� IND = - : �e�-� r �R� ,-u_,u� _ �aNA EXCEPT AS SHOWN PLATES ARE TL20 GA TFtiI'ED PER ANSUTPI I-1995 scale = 01250 ; ,o��. ��: �.�0,� �,��.� WARNING: READ ALL NOTES ON THIS SHEET. Eng. �on: �VO: �'��SS�ONAL F'�`� � � :_� � A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX Truss ID: A CONTRACTOR. Dsgnr: JRH Chk: Datr. ll-17-00 �� , TRUSSMANU6ACfURING ' � TC Live 20.0 psf DurFac-Lbr. 115 COMPANY, INC. BRACING WARNING: � 'ngshnwnnn�M�Jnwln�isnnicra�i�nhncinp WWhrvcinq �xrulhn<in{rcsimii�rhracin� TC Dead 1�.� P5� DurFac-PIL• 1.15 PO BOX�418 w'��hisapanuf�M1etiuilJinpJedyn�rvJwAlaM1muuGecansidercJ�yiM1eM1UI1Jin4Jexirrcc Br�cln� gC Live OA f O.C. Spaciug: 24.0" sluwn 6 4v bi�n1 w�'m nr wu nnmhen�mly�a rNwY Iuetlins��np�n. Pnrvi�Lw muai he � WESTFIELD IN� 46�74 m.mmazmvi.ieainr.nns �� a.�uy�n�r�n�nt,msu.icrmixuny�Mnumm�eu�aicMC BC Dead 10.0 Sf Dr �• Criteria:TPI AJJiiLmalMUin[��f�linm Wrrm�ylarcWireJ. (SecH1691afTPp. Fnrspedfe P Wli[PGQUnLrtVCOpMS wu�nain�«y�iircmenu. u desiCrcr. (TrvnPlamlm�iwm.TPI.i�Lw�neJn C� : � TPI1-1995 .. se�o�oMnd��o.bcn+.a�w��,w�Y. nin�. � TOTAL 40.0 psf V: 1 � - 2R42A- CENTEX 2625 MODEL 1213 WO: � TI: A1GE TY:1 T� M1R'CE A%L H!ID CSI TOB QiORDSi-2x9 SPF pl/q2 (N) �2%9 TltAtiSYER9S BRACINO nalled fln[ to edge e=__ ==v=cv_==JOint LoCa[1one�a_=___e�==�_ze BOT (770RDS:�2x4 , SPF pl/q2 � (N) of web vrlty 12d naile at 8" o.c. or a SGH 1)� �- 0- 0 21) 24- 4- 0 41) 25- 8- 0 BC PORCE AXL HHI1 CSI GABL£ STUDi 2x3 SPP q3 (N) of ttie eama dimeueion end grede ae 'web 2) 3- 0- 0 22) 25- 8- 0 42) 24- 4- 0 ��2x3 � SPF #1/R2 (N) 6,20 nailed to.face(e) of web with lOd ¢ails 3) 4- 4- 0 23) 27- 0- D 43) 23- 0- 0 WEB FORCE A%L 9!ID CSI .. 2x4 . SPF q3 (N) 7,8,18,19 etaggered 8^ o.c. SCAH or TRANN&RSE 4) S- B- 0 24) 28- 4- 0 441 21- 8- D 59- 2 � 0.00 0.08 0.08 . 2x4 : SPF pl/p2 (N) 9,10,11,12 HRACINC to erz[end.for 80$ of web length. 5) 7- 0- 0 25) 29- 8- 0 45) 20- 9- 0 58- 3 0 0.00 0.17 0.17 � , . 13,14,15,16 2X6 BAACB req�d m any web axc¢ad{ng 14' 6) e- 1-12 26) 29-10- 9 46) 19- 0- 0 57- 4 0 O.oO 0.29 0.29 17 "�• denotea.01� edge or ONE face 7) 8- 4- 0 27) 31- 0- 0 47) 17- B- p 56- 5 0 0.00 0.45 0.45 2X4 TRAMSVERgg�BRACING nailed flat to edge ^*�+ denote6 B017[ edgee or H01'FS facen 9) 9- 8- 0 . 28) 32- 4- D 48) 16- 4- 0 55- 7 0 0.00 0.64 0.64 of web vith 12d naile at 8^ o.c. TRANSVERSE Analyeie baeed on Sing�lifiad Analog lbdel. 9) li- 0- 0 29) 33- e- 0 49) 15- 0- 0 54- B a a.00 0.49 0.49' ORACIIiQ to extend for centet 804 of 4ength. ❑: Plete'OFFSeP fr�_joint canter, RaEer 10) 12- 4- 0 30) 35- 0- 0 50) 13- 8- 0 53- 9 0 0.00 0.80 0.80 MOLTZPLE LOADS '-- Thie deeign ie the to .7oinG Datail Raport. 11) 13- 9- 0 31) 38- 0- 0 51) 12- 4- 0 51-30 0 0.00 1.00 1.D0 c�poeite.reeult of multiple loads. All COt�RE9SI0N Chorde aze aaeumed to bel 12) 15- 0- 0 32) 38- 0- 0 52) 12- 0- 0 50-11 0 0.00 0.70 0.70 Thie deeign�baseil on ct�rd bracing appliad continuously braced'unleea noted otharwiee. 13) 16- 0- 0 33) 35- 0- 0 53) 11- 0- 0 99-17 0 0.00 0.85 0.85 par the following achedule: Wind analysie baead on:�ASCE-COmDined� VeI75 14) 16- 4- 0 34) 33- 8- 0 54) 9- 8- 0 48-19 0 0.00 0.98 0.98 Max o.C. From 7b MPH, I=0.90, Mem Hgt..15.0 ft, IDcp. Cat. C, 15) 17- 8- 0 35) 32- 4- 0 55) 8- 4- 0 47-15 0 0.00 0.98 a.98 }TC ' 24.0• 16- 0- 0 22- 0- 0 intarnal preeaure coeE. I, in[erior zone. 16) 19- 0- 0 36) 31- 0- 0 56) 7- 0- 0 46-16 0 O.UO 0.98 0.98 Bzacing sliown.ie for vieual purpoeee only. 17) 20- 4- 0 37) 29- e- 0 57) 5- e- 0 45-17 0 0.00 0,98 0.98 ' 18) 21- 8- 0 38) 28- 4- 0 58) 4- 4- 0 99-18 0 0.00 0.98 0.98 19) 22- 0- 43-20 0 0.00 0.85 0.85 ' - 0 39) 27-' 0- 0 59) 3- Or 0 92-21 0 0.00 0.70 0.70 � . - 20) 23- 0- 0 40) 26- 0- 0 60) 0- 0- 0 91-22 0 0.00 1.00 1.00 ' ' ----19.%• REACPIONS P&R BRARING I.IX'ATION----- 39-23 0 0.00 0.80 0.80 - . - ' X-LOC vert xoriz Vpllft Y-LOC lype 3B-29 0 0.00 0.49 0.99 � 0- 1-12 0 0 0 BOT pp� 37-25 0 0.00 0.64 0.69 . � 37-10- 4 0 0 0 BOT H-ROLL 36-27 0 0.00 0.95 0.45 . � " - ' '35-28 0 0.00 0.29 0,29 � ' . ' 34-29 0 o.oa a.i7 o.i7 , 16-0-0 6-0-0 16-0-0 33-30 0 0.00 0.08 0.08 . �� 1 2 3 4 5 6 7 8 � 9 10 11 IlJ 1415 16 1�18 190 21 22 23 2425 2@7 28 29 30 31 weB eoRCe wee FoR� � ' 8 + 2X4_ ��A`GAQS' o aam = i.is Ct�(P sxa /'2xa 2xo � �X4 / 4 �57(8 zxa zxa - zx4 zxa zX^ zxa [sxa� zxa Izx4 (sxa7 zxa " , . 11'7'3 2X4 ZX 2X4 . ll-0-9 2X4 2X4 2X4 X4 �-0�9 0-4-9 � � " , � 4X5 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 4X5 � ' � � 2X4 2X4 2X4� 2X4 2X4 2X4 2X4 2X4 3X6 �2X4 2X4 2X4 3X6 2X4 � ��`\� inn�� , �, � � �,`aN E' A,Q'•,, �e�� 16a4 �C� '�' . � 38-0-0 I � GO 59 58 57 56 55 54 532 5150 49 48 07 q6 45 44 4J 47A1 4B9 38 37 36 35 34 J3 32 = STATE QF �- � � �O 108 Op 3.50" . . - Op 3.50�� It 38-0-0 =ir INp� �A� _- �ai-0�io�"I f � A�� ; EXCEPT AS SHOWN PCATFS ARE TL20 GA 7'FSI'ED PER AN51/TP[ I-1995 I Sluds � 1-0-0 o.c. scale = 01250 4.= '%�OFF �G��`� WARNING: READ ALL NOTES ON THIS SHEET. Eng. Job: WO: �''��SSIONAL E�r`�� A COPY OF THIS DRAWING TO BE GIVEN TO ERECT I G Dwg: CENTEX Truss ID: A1GE ,��I�� CONTRACTOR. Dsgnr: 7RH Chk: Date: ll-17-00 �� . TRUSS MANUFACTURING gRACING WARNING•. TC Live 20.0 psf DurFac-Lbr. 115 COMPANY'INC. uracinp s�xnvn�m misanwink u mn erca�inn nracinp,wimi nradne.n��na hncine��fimilar hrx:in¢ TC Dead 10.0 pSf DurFac-Ytt: 115 PO BOX 418 Wn�«�••r.n��r�n,,;wi��,;s,,.mwM1icM1muuFec.nalJvrcJM1YNeM1UilJinl'��igmr. Bru�in{ - �� WESTFIELD IND 46074 `M�""i:a'.i""'i"'rrv��--rm�..�mir�,�rcu�.Yn�.on�im��m. r,,,.;,;,„,m,,,,n� BC Live 0.0 psf O.0 Spacing: 7A.0 mNa w an�M1�n Incnl hncing �nJ srcclON hcninn�Jncrmir.eJ hy Nc hullJing Jesiencc $C Dead 10.0 sf D2 �C�itet'ia: TPI � AJJiO�wl�r¢InC��f�R nvcn up�mry Ic mryirN. (Sce HIB.91 nlTPp. Fm yaell'K � P WHEREQII�LiTT,COUNTS wss�ncinprcyuircmrnu, enn�....u' �icsi�ncr. [fruxsPlmcliuihu�c,TP1,isLc��eJn � CO�e�J TPI1-1995 . . SB3D'OnnGinDdve.Madivm.Wimr. ll9). TOTAL 40.� PS( V: �. (. �c3'1 429- Z CENTEX 2625 MODEL • 1213 WO: TI: A1 TY:6 TC FORCE AXL BHIl CSI TOP C7[OADS: 2x4 � SPF #1/q2 (N) IX4 cootinuoue lataral bracing attached with = -- ---__==�,7oinG Locatione===�=____�===:n 1- 2 -2307 0.07 0.83 0.90 HOT C7fORD5: .2x4 �' SPF #1/k4 (N) ��- lOd naile`each member whare eho`m.Hracing �1)La0- 0- 0 ' 6) 38- 0- 0 11) 16- 0- 0 2- 3 -1725 0.05 0.82 0.87 WEBS: '2x4 .' SPF ql/q2 (N) MUST be poeitioned Go provide aqual unbraced 2) 8- 0- 0 7) 38- 0- 0 12) 12- 0- 0 3- 4 -1314 0.05 0.44 0.99 2x4 � SPF STUD (N) 1,7 aec�x�te AR 2x4 "T" hrace may be nailed Slat 3) 16- 0- 0 8) 30- 0- 0 13) 8- 0- 0 4- 5 -1721 0.05 0.82 0.87 2x4 SPF p3 (N) 2,6 to edge of�web with 1Zd naile epaced 8" o'.c. 4) 22- 0- 0 9) 26- 0- 0 14) 0- 0-- 0 5- 6 -2307 0.07 0.82 0.90 [] : Plate OFFSET'fzom joint center. Refer Hrace mue['extend at leaet 90� of web length 5) 30- 0- 0 10) 22- 0- 0 to Joint'Detdll Raport. ?x6 Biace iequired on �eny wab excaeding '4•. ----MAX. AEACfZONS PER BEARING L(X'ATION----- BC FORCE AxL B[7� CSI Thie design'haeed on chord braclag applied All CC4@AESSION Chords are aeewied Co ba� X-LOC Vert Horiz 4plift Y-LOC T}�pe 14-13 1821 0.45 0.25 0.90 per the Eollwing echadule: continuouely%braced unlaee noted othexwlea. 0- 1-12 1572 0 0 BOT PIlI 13-12 1819 0.45 0.25 0.70 Max O.C. Fr� To � � 12-11 ]819 0.45 �0.17 0.62 } TC ' 24.0^ 16- 0- 0 22- U- 0 37-10- 4 1520 0 0 HOT N-AOLL 11-10 1313 0.32 0.18 0.5a Bracing eMwn'ie for vieual purposee only. ' � 10- 9 1819 0.45 0.�8 0.63 MA% LIVE IAI�D DEFLECTION: . -, 9- 8 1819 0.45 0.26 0.70 L/999 � � - - . e- 7 1821 0.45 0.26 0.70 L--0.13• D=-0.13^ T=-0.26" . MAX NORIZONPAL DEFLECTION: ' WEB FORCE WEH POACB Ta 0.11" 2-13 172 4-30 477 � � 2-11 -609 5-10 -610 ' ' ' 3-11 470 5- 8 17Y . ' 3-30 1 RMB = 1.15 �� . . ' : -. 16-0-0 - 6-0-0 16-0-0 1 2 5 6 o 'p.tAYS' +�TYP� � -s.00 . � (6X10 6X6 . � � � [6X8] � 6X61 . . 11-7-3 � 11-0-9 �' � . � 0-4-9 � p _q � � - � � � � 4X5 �2X4 ]7C6 4X6 SX10 3X6 2X4 4X5 � �.�.nnu�ry .� . .��N�O E. qR.,, � n `' , `:2,'� � G S7 Cc�: . . I. � i i 38-0�0 i i i .Q 1�42 F �' . 1�3 12 ll 10 9 8 7� � 1573# 3.50" � 1520p 3.50" _� STA�- ii= o-�� I_ 3s-0-o IND1qNA = cxi-a-ia� f. �- �; EXCEPT AS SHOWN PLATES ARE TL20 CA TESI'ED PER� ANSIITPI 1-1995 I scale = 01250 '�%q'pp�, V\�� WARIdING: READ ALL IYOTES ON THIS SHEET. I Eng. Job: WO: �''�,fSS10NAL ��o`� � � A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: cENrEX Truss ID: Al ��"11°� CONTRACTOR. ' Dsgnc: JRH Chk: Date: 11-17-00 �� , TRUSS MANUFACiURING BRACING WARNING: TC Live 20.0 psf DurFac-Lbr. 1.15 COMPANYINC. e�,.�me:n��m�:ar.wt�ri.��w«<a��on.v�m¢,wmun�.�i�¢.��r„in..��r�w:�mu..n..�ros TC Dead 10.0 psf DurFac-Plf: 1.15 PO BOX 418 wnichb�Mnnnhenuimim�si�nval.nlenmuunec�mv,kmlqmenuuai�eu.rie�. e�ins� O.C--S acin : 1A.0" eh�rvn is Lx Inml wMmm�nm- ��mnen�nly m rNUm Lu.ni��I.n1'�� P��•i.i�w mua�1R BC Live 0.0, psf .P 8 WESTFIELD IND 46074 maJsm�rchrl�mnlM1�xiny ,�yK�m�ui,,:,n,m,a��rmi�nY�n��mmr�xie�=�� De �Criteria• TPI nam��.in,.d�e�r��„�r. ��m.yn�r�y,,;,�. (s«xie-morrru. F,+m«�r. BC Dead 10.0 . psf • WHEHEQU�UTYCOUNTS wnnhndn�rcWircmenu, vnn.._..x InipMC(TrvssPlvminslhu¢.TPI,IShcmeJn C06_�./ TPI1-1995 � saio•oM�r��odK,M.�rv��.�w�r,�� .oiu�. TOTAL d0.0 psf V:01. l. - 2 4 . . .. . . . , I . i CENTEX 2625 MODEL 1213 WO: I TI: AA TY:2 TC FORCE AXI. H!ID CSI TOP C2iOROS: 2x4.-. SPF #1/p2 (N) �(,1%4 continuous lateral 6racing attached with =_ __=====a7oint Locations=====_=�===e==_ 1- 2 -9253 U.20 O.fi3 0.83 2x4 �� SP #2 1 LT�2- lOd mile eacD mr�ber where ehown.Hracing ��i) LO- 0- 0 6) 22- 0- 0 �11) 21- 4- 8 2- 3 -3798 0.30 0.41 0.71 HOT QiORDS: 2x4 SP #� MOST be poeitioned to prwide equal unbraced 2) 5- B- 5 7) 30- 0- 0 12) 16- 0- 0 3- 4 -3679 0.91 0.30 0.71 �2x4 . SP 2400E-2.OE 1 segmente OR 2x4 "T" brace may be nailed f�at 3) 9- 6- 1 8) 38- 0- 0 13) 10-10- 0 4- 5 -1959 0.06 0.28 0.35 WSBS: 2x9�.�� SPF STUD (N) to adga oE web wSth 12d naile epaced 8" oic. 4) 10-10- 0 9) 38- 0- 0 14) 5- 8- 5 5- 6 -1561 0.07 0.57 0.65 2x9 . SPP #3 (N) 2,5,8 Braca muet axtend at leaet 90i of wab length 5) 16- 0- 0 10) JO- 0- 0 15) 0- 0- 0 6- 7 -1691 0.05 0.82 0.87 2x4 : SP #2 4 -2x6 Brace requirad�on any web axceeding 1�1�. ----MA7C. REACTIONS PER BFARIL70 I.00ATION----- 7- 8 -2308 0.07 0.83 0.90 �2x4� � SPP #1/R2 (N) 6,7 �Recwmend the uee of SZA7PSON 'TC24' hanger X-LOC Vert ftoriz Vplift Y-LOC lype ❑ : Plate OFFSEf. from join[ center. Refer at one eupport. 0- 1-12 1572 0 0 Bof PIN HC FORCS .A%I, Bt� CSI to Joint Detail Report. All CODff+RESSION Ctecds are aeava�ed to be 3740- 4 1573 0 0 HOT H-ADLL 15-14 3622 0.31 0.35 0.66 MAX LIVE IAAD DEPI.ECfION: continuously'bracad unleee mted othenviee. Thie deaiga baeed on chord bracing applied 14-13 3656 0.31 0.15 0.96 L/999 13-12 3105 0.62 0.13 0.74 L.-0.27" D.-0.27" T.-0.54" ' per the fol�0 C echedFmm To 12-11 1378 0.28 D.13 0.40 MA7c HOR220NTAL DEFL&CfION: � }TC 24.0" 16- 0- 0 22- 0- 0 11-10 1820 0.36 0.23 0.60 T= 0.35^ " . � Bracing ehown ie for vieual puxpoeea only. 10- 9 1822 0.37 0.23 U.60 ' WEH PORCE WF.B FORC6 . - . 2-14 -3 6-12 497 ' . � 2-13 -350 6-11 29 ' ' ' ' 9-13 2273 7-11 -626 � - . . 4-12 -2086 7-10 175 ' � � 5-12 739 � . . '_ � RDID = 1.15 � . ' . 76-0-0 6-0-0 16-0-0 1 z o 4 'ALA?f' +�T�(P� _s.�oo e _ , 6X6 [6X30] � [6X8� - _ 3X6 � 6XSj . � 11-7-3 OXS x I 11-0-9 � .. . . 04A 7X8. 0-0-9 � 2X4 � � I (4X8] - �'6"3 [SX10� [6�12] 2X4 4R5 � . . 4.00 I i a.00 `,�i�n n�n��iq� . . 0-3-8 �.ON�O E. qR., n `:�, � G ST CF"; 10-6-8 . � ]0-6-8 16-7-8 �Q No. F =� 5 14 13. 12 ll 10 9 =� 3�42 � " �- 1572p J.50" � 1572p 3.50" � srqt_ �� u-iu-e � � 3s-°-o _' °I~ iu=s ' IND�AnJ,q � COSMETIC PLATE��R� . .�. I (R1-0-10) � A�-�! ��`, EXCEPt AS 5}�OWN PLATES ARE TI10 GA '1'ESI'ED PER�ANSI/TPI 1�-1995 scale = 0.1250 �'9�F G��:` WARNING: READ'ALL NOTES ON THIS SHEET. � Eng. Job: WO: �''�fSS10NAL ��.``� � � �j A COPY OF THIS DRAWING TO BE GIVEN TO ERECT G Dwg: CENTEX Truss ID: AA '�I��""�� CONTRACTOR. Dsgnr: JRH Chk: Date: 11-17-00 � . [�'� TRUSS MANUFACiURING gRACING WARNING: TC Live 20.0 psf DurFac-Lbr. 1.15 \/ COMPANY.INC. en��.m�.�,mm�.a,..��anMn.,�.m��e��me,Wmun�i�r.m��•�n��ac�+:imn..n�� TC Dead 10.0 psf DurFac-PIL• 1.15 � PO BOX 418 .m.�nis.mn.�rm�n��mmru.:�s�.mwmm��.�n�.��>mraanr��n�ud��ar,�e��., u.,.�my� n . � WESTFIELD IND 46074 '"�""'"r i.�r.n,��,rt�� -mm..�my�,�..�u ��m,.ku�ri��eN. Pn.iv��..m�.�m ' BC Live 0.0 psf O.0 SpaCing: 24.0 modetinrcMrclnmlhndnr iMqmcifiNLcaO�xuJnermircJhyiheluilJlnpJesi�rcc BC Dead lo.o sC De Criteria• TPI ' " ' �JJhiaiul�rvdn�ahM1e nven m y Ae rcyuircJ. (Sm HI9-91 ufTPp..Fm+pecife I P C04..�. TPI 1-1995 . WIIE0.EQUALITYCOUKfS wu4ncinpreWiremenu, [aniw..r r Jeril'rcc (TruvPbleliuiiwm,TPl,islixa�eJn � selo'on�mnon.e.Mauivm.win� � msl. � TOTAL 40.0 Psf V:O1.01... - �R4ll- 4 . . .. . _ .. . . ..... _.__. _._.....__..... . � . i CENTEX 2625 M011EL' 1213 W0: � TI: AA1 TY:6 TC FORCTi AXI. H!ID CSI TOP Ck[ORDS: 2x9 . SPF N1/q2 (N) q�1%4 coutinuous lateral braeing attachad vi[h =� _--�-_�JOint Locetione=.:...«�... 1- 2 -4253 0.20 0.63 0.A3 2x4�� SP #2 1 LN 2- lOd nails each membar where ahown.Braciag �1)��0- �- 0 6) �22- 0'- 0 11) 21- 4-69 2- 3 -3798 0.30 0.41 0.71 Baf C�fORDS:�2z9 . SP R2 M[JST be poei[ioned to provide equal unbraced 2) 5- e- 5 7) 30- 0- 0 12) 16- 0- 0 3- 4 -7674 0.91 0.30 0.71 2x4 . SP 2400E-2.OE 1 eegmenCe OR 2x4 "T• brace may be naSled ElaC 3) 9- 6- 1 8) 38- 0- 0 13) 10-10- 0 4- 5 4959 0.06 0.28 0.35 WEHS: 2x4 -� SPF STUD (N) to adge of web wiYh 12d naila epaced 8" o.c. 9) 10-1�- 0 9) 38- 0- 0 14) 5- 8- 5 5- 6 4561 0.07 0.57 0.65 �2x4. SPF #3 (N) 2,5,8 Brace muet extand at leaet 90} of web length 5) 16- 0- 0 10) 30- 0- 0 15) 0- 0- 0 6- 7 -1691 0.05 0.82 O.B7 2x4 . SP p2 9 2x6 Braca zequired on any wrb �cceeding 14'. ----MA%. AEACfZONS PER HEARING I.00ATION----- 7- 8 -2308 0.07 0.83 0.90 2z4'�� SPF pl/#Z (N)� 6,7 �Reco�and the use�oE SII�SON '1C24' haag r R-LOC Vert Horiz Vplift Y-LOC lypa ❑: Plate OFFSEf�from joint ceater. Refer at ona�support. 0- 142 1572 0 0 HOT PIN BC FOACE A%L HN➢ CSI to 7oint'Detail Report. All C(RIPRESSION Chords are aeaimiad to be1 37-10- 9 1519 0 0 BOT H-AOLL 15-14 3622 0.31 0 JS 0.66 Mn1t LIVE�.LOAD DfiFLECfION: coutlnuouely'braced unleee aoted othen�iea. ThSe design based on chord bracing applied 14-13 3656 0.31 0.15 0.46 L/999 � per the follwing echedvle: 13-12 3105 0.62 0.13 0.74 L=-0.27• D=-0.27" T=-0.54" � Marz O.C. Fr� To 12-11 1378 0.28 0.13 0.40 MAX HOItIZONfAL DHFLECtION: { 7C 24.0" 16- 0- 0 27- 0- 0 11-10 1820 0.36 0.23 0.60 T= 0.35` � � Hracing ahown ie for vieual puxFwaea only. 10- 9 1822 0.37 0.23 0.60 � � WEH FORCE WEH FORCE � . ' 2-14 -3 6-12 991 � � � 1-13 -350 6-11 29 4-13 2273 7-11 -626 � ' - 4-12 -2086 7-10 175 - � 5-12 739 " . . RMB = 1.15 � 16-0-0 6-0-0 16-0- � z Q 4`AGAPS + �"t`fP� -8 0 8 , � �. 6X6 [6X30] [6X8] 3X6 ]� 6X8j " � I1-7-7 4X8 •` v 11-0-9 'K � 0-4-9 7X8 04-9 � � 2X4 � . _ � [4X81 �"6'3 ISXi01p-0 (6X12] 2X4 4X5 � � 8 � 4.00 i � -0.00 ' ��unint�ii � 0-3-8 "_ . . ��`��'�\p ST A�',., n '. �_� � CF . . 10-6-8 - � 10-6-8 16-7-8 � `� No. F " � 5 14 13 � 12 11 10 9 16942 ' � .. 1572q 3.50" 1520H 3.50" - . '� STA`"�� F {T_ , �. U 1� I JS-0-0 -� . IND),- � COSA�TIG PLATES�(�} �7($) . '� Q'tN` �� EXCEPT AS�SHOWN PLATES ARE TC20 GA TESIED PER ANSUTPI��1-1995 I scale = 0.1250 �%�Or f�� WARNMG: READ ALL NOTES ON THIS SHEET. I Eng. lob: � WO: ��'�ESS/ONAL ��.�`� � �� A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX Truss ID: AAl ��"�"'��^� .. � CONTRACTOR. Dsg�r: JRH Chk: Date: 11-17-00 , ('i�"'� TRUSS MANUFACIURING gRACING WARNING• TC Livc 20.0 psr Durrac-Lbr: 115 Y COMPANY,INC. e�d�ew.Hn�nmisan.��ii:�x<rccmmnnc��r..;�n�.me,rv.uin�.d�i�.emu..n��i�e, TC Dead 10.0 psf DuiFac-Plt 1.15 PO�.BOX�418 .nl�ni,.mn��nn6n�aumeue,�e�.�,uWm.nm„nn«�..aur��anyu.n�;im��d..�e�=.. e�,.�mx O.C.S aein : 24.0" shiwniaLVlomrvlappmnlvm�memh�n�nlY��reJuceM1�'klinrlrnl'�A. Prmislummux�he BC LtV¢ 0.0 PSf P g WESTFIELD�IND 46074 mvlcunmMlneN�ncinp �vvl�ccifNLaaiiwJnaimineJ�yNCIUI1JinrdcqCncr. • BC DC9d l0A � De C�iteria:TPI ' AJJliiomlM1ruinpuftl¢nnr�. mayM1ercyuircJ. (SnN19-91nfTPl). Fnryittilic � W IIERE QUALITY COUNTS �mss hrnins reyuircmrnis, uiC •de:iyMr. �Tmss P�vie�m�lime,TPI,Is�icneu m . C0. _ " TPI I-I99S .. 58)D'OmdriaDrive.Miul�wm.Wl.v" 1]19). TOTAL 40.0 psf V: .�- 2R4 2- ll��irn� A/��Irr� .Irvrl„�ir .. I(Ill 1�1�'Il. /'.ITL'F.I/lYl/I/V ' . � ��rr. �i..�..vi CENTEX 2625 MODEL 1213 WO: TI: BGE TY:1 TC FORCE xXr. HND CSI TOP (9i0RIlS: 2x4 SPF #1/N2 (N) 2X4 TRANSVERSE BPACING nailed flat [o edge - -- --__=JOint Locatione=====n====_��. HOT (730Ri1S: 2z4 . SPF #1/M2 (N) of web�with 12d naile at 8" o.c. or a SCAB 31)� O�nO- 0 .7) 8- B- 0 13) 7- 4- 0 BC FORCTi AxI. BPID CSI GABLE STf7[):'2ocl SPF R3 (N) of Che eame dimeneion and grada fle web 2) 2- 0- 0 8) 10- 0- 0 14) 6- 0- 0 2X9 T[tANSVEIt56 BRACIIiG nailed flat to edga nailed Co face(e) of web with lOd naile 3) 3- 4- 0 9) 12- 0- 0 15) 9- Br 0 WEH FORCE A%L BH� CSI of web with`12i1 naile at 8" o.c. TAANSVER56 etaggered 8° o.c. SCAH or 1RANSVERSE 4) 4- 8- 0 lo) 12- 0- 0 16) 3- 4- 0 17- 2 0 0.00 0.07 0.07 HAACING to e�ctend for center 60} of leagGT. HRACING to'extand For 80} of web length. 5) 6- D- 0 11) 10- 0- 0 17) 2- 0- 0 16- 3 0 0.00 0.18 O.1B Analyeie baeed on Si�lified Malog Model. 2X6 BRACC zeq'd on any web exceeding 14' 6) 7- 4- 0 12) 8- 8- 0 18) 0- 0- 0 15- 9 0 0.00 0.34 0.34 ❑ : Plata OFFSE!"fz� joint center. Aafer ••• , deno[ee.OLIE edga or ONE faca ----tAX. REACTIONS P6A HEARII7G I.00TdION---- 14- 5 0 0.00 0.56 0.56 to Joint Detail Report. "+�^ denotee BOTH adgee oz BQIR facee X-LOC Vert Horiz Oplift Y-Loc e 13- 6 0 0.0� 0.34 0.34 All COMEAESSION Chorde aie aeeim�ed to be MOLTIPLE IAAIIS -- Th1B deeig¢ ie tha 0- 1-12 0 0 0 HOT PIN 12- 7 0 0.00 0.18 O.1B continuouely braced unleae noted othezwiee. c�oeite result of multiple loade. 11-10- 4 D 0 0 B01' H-ROLL 11- e� 0 0.00 0.07 0.07 Wind analyeie �baeed on: ASCE-COmbined, V=�75 � . MPH, I=0.90, Mean'Hgt.=15�.0 ft, FSCp. Cat. C, - WEH fbRQi WEB FORCE �' ' intarnal pieeeure coef. I, irttaiior zona. . RMB = 1.15 .. � - - i I 6-0-0 6-0- ' � � � I 2 � � �3 4 6 9 8 9 � . � • �1 0 -10.00 � SX4 f� ' 2X4 2X4 � . 2X4 X4 . 6-1-5 2744 2X4 5-6-9 . � ' 0-6-9 0-6-9 � � � �. � [3X6] 2X4 2X4 2X4 2X4 2X4 2X4 2X4 �}X6] � `°�\0 �E"., . ��. ,,oN .qR,, :2`� R � sr �'F°;, iz-o-o �Q. No. F •� 18 17 � 16 15 14 13 12 Il 1� � I�4z ON 3.50" � � Oq 3.50" � � STq_ T_i �`c oa_ o_s �l L_ � a-to-s iz-o-o - IND1ANq = � cxi-i-ii)� r . � �R�,-i�� ; EXCEPI' AS SHOK'N PLATES ARE 17,20 GA TF,STED PER ANSVTPI 1-1995 Sluds � 1-0-0 o.c. scale = 0.2500 ''%�'PD ��,`, WARNING: READ ALL NOTES ON TAIS SHEET. Eng. lob: WO: ��'�;,SSIONAL F'N``� �� j A COPY OF THIS DRAWING TOBE GIVEN TO ERECTING Dwg: CENTEX � Truss ID: BGE ��'�� CONT'RACTOR, nsgnr: .txx Chk: Da[e: l1-17-00 �� , ?RUSS MANUFAC7URING BRACING WARNING' . TC Livc 20.0 pst DurFac-Lbr. 1.15 COMPANYINC. e��m�mmm��mixanwt��tsmx��eni�mm�um�,mwnrxi�s.MM.in�.�iR,rc:;ma.rn�.�me TC Dead 10.0- psf DurFac-Pit: 115 PO BOX 410 w��n�F•r��r�n��im��u�,�e��tiwmm�m�nn<<��..�u.�ny�n�n�nm��,i�M.. a...�i�� gC Livc 0.0 sf O.C..Spacing: ?A.0" m��w�i,m.r.�.aW��.��n�- _�mn��.��mrm.ra�.�rm��eime�mcm. rroa.�o�s��,�n� P WESTf1ELD IND 46074 m,a�u�.rcx,.i.�..in,.d�e .w,M.irrdi�.�.a��.a�m�m��mnyu�n�imme�x��Mr. gC Dead 10.0 sf De �['�iteria: TPI AdJiiinmlM1rx�inE��f�lenrtn 'iylemrylttJ. Ike111B-91nfTPi). Pm�ci(c P Co�_.. TPI1-1995 WHE0.EQUALITV-CWMS vuuMacln�rtWlramanu, [�mm..m� Jeeiynep (TmvPlaielnulwm.TPl,i�luaNm . � SBIU'OnnhinD�ivc,MaJlu�n,WLan, ' ".➢19�, -' TOTAL 40.0 �S� V� . 1. U-323 CENTEX 2625 MODEL. . 1213 WO: TI: B TY:1 TC .FORCE AXL BND CSI 1'bP CXORDS: 2x4 SPF A1/H2 (N) ❑: Plate OPFSEf fr<mm join[ center. Ae£er =..e��=nn.a.e_JO1nG Locatioae=�==__==.�_a__= 1- 2 -529 0.00 0.33 0.34 Bdf CHORD5:.2x4 .. SPF N1/q2 (N) to Joint Detail Aeport. ' 1) 0- 0- 0 3) 12- 0- 0 5) 6- 0- 0 2- 3 -529 0.00 0.33 0.34 WEBS: I•2x3 � SPF #3 (N) All COMPABSSION Chorde are aeeumed to be 2) 6- 0- 0 9) 12- 0- 0 6) 0- 0- 0 MA7C LIVE IAAD UEFLECfION: continuouel braced unlesa noted othexwiee. ----MAX. REACfZONS P&R HEARING I.00ATION----- BC FORCE AXI. HND CSI L/999 �'. ' ' Y %-I,oC Velt HoLiz Uplift Y-LDc e 6- 5 326 0.08 0.24 0.3T L= 0.00" D= 0.00" T=-0.01" 0- 1-12 530 0 0 BOT Pp7 5- 9 326 O.�B 0.29 0.37 MAX HORIZOi1TAL DEFLECPION: - 11-10- 4 530 0 0 BOT H-ROLL T= 0.02".- ' . .. WEB POACE WEH FORCE . � ' 2- 5 170 � � ' � RMB - 1.15 . � � I I " I ' i I ': '� � . 6-0-0 G-0-0 1 3 i . . . 1 0 -10 00 SX4 . � � 6_1_5 5-6-9 � �.. � Ofi-9 0-6-9 � � � � � � [3X6) 2X4 [3X6] I i � `��11�unbi . . � - . . ,.��\0 E. q'�,�, I. � A :Q�� 1 q°4 PC`�'�=; i. ' ,�-- iz-o-o � � 2 6 5 q �.'_ � - � _I531N 3.50" 531A 3.50" =ir STq�� _ °"10—'S "I �• 1z-o-a --�I °-�_ 10-B _ s INDIANA = � �ei-i-ii) i'cxi-i-ii> G A'� ��` ERCEPT AS SHOWN PLA1'ES ARE 11.20 GA TESIED PER ANSI/TPI 1-1995 scale = 01500 �%�O,o ��s WARNING: READ ALL NOTES ON THIS SHEET. Cng. Job: WO: �'�FSSIONAI E�``� ��'� �j A COPY OF THIS llRAWING TO IIE GIVEN TO ERECTING Dwg: CENTEX Truss ID: B ,�� CONTRACTOR. Dsgnr: JRH Chk: ' Date: 71-17-00 �� , TRUSSMANUFAC7URING gRACINGWARNING: TC Live 20.0 psf DurFac-Lbr. �115 COMPANY INC. BrwlnpaMmmw�hi�JnWntian�hnacJ.m�nvinp.w'�N�ncin5,�xmIM¢in5.rvmilu�nciny TC Dead IO.O PSf DurFac-PIt: 1.15 PO BOX 41 8 w��=n n.�,n omm��nui�r a�,;i�.m wm.�n m�,�n�am,ia.".,i ny�nuua��II�.iiM.. em:me O.C. S acin : 24.0" .n��wo i.nmi.��.a�rr��n„nNa.�,�mn..,��my u�.�m,�:�n�:kime ir�em. r.�,.i,��.m�u n� BC Live 0.0 psf _, P S WES7FIELDIND46074 maJew�rcM1�einmlhn.iny� nWryKiiOeJl�caiuR.JnermircJM1y�ImhullJin�Jni6ne�. DB' CCIICf12'TPI � ,wd��.,,i n..�me„r�„�� ..m.r n�Ry,�;RU. (sR Hia-vi�rrri). FK,M.m� BC Dead 10.0 pst � WHEREO�ALRYCOUNTS vusshrrinrrryuirtmrnn, om. : �k�ipircr. (frvvVl�mlmiiima,Tpl,isl��auJY� Co� . � TPI1-1995 se�o'oMirrn�od.�,M.divm.�wiu:�: ` ��na�. TOTAL 40.0 psf V• l. 7 . - 2R4 4- CEIVTEX 2625 MODEL 1213 WO: TI: BGR TY:2 TC FORCE AXL 9ND CSI 1'OP (7lORDS: 2x4 � SPF ql/N2 (N) Top Chord MUST be continuovely laterally =�=wTOin[ Locatione====�nsaa=�a_�� 1- 2 -4776 �0.17 0.20 0.36 HOT CFiORDSi`� 2x6 , SP MEL-23 braCed (BY 017II'RS) to ZBe1at buckling �1)� Oc 0- 0 4) 12- 0- 0 7) 0- 0- 0 2- 3 -9776 0.17 0.20 0.36 WEBS: '�. 2x4 � SPF S1/#2 (N) PERPELIDICULAA to tha plane of t2�e Ezuee. 2) 6- 0- 0 5) 7-10-10 W�GCS: I .ycq SPF $1/N2 (N) ❑: Plate OFPSEP fr� joinL cea[er. Rafer 3) 12- 0- 0 6) 9- 1- 6 BC FORCE AXI. HPID CSI + oes�otee 9b degtee plata oriertation. to Joint Detail Report. 7- 6 3596 0.10 0.21 0.31 Thie 2-PLY�Gruee deeigaed to carxy All CO[�@ItES5I0N Chorde ere aeaimad to be ------------ TOSAL DsSIIN IQADS ------------ 6- S 2514 0.07 0.20 0.27 38' 0" epan framed [o SC one face continuouely btaced unleee noted otheswiee. Vnifozm PLF Fr� PLF To 5- 4 3596 0.10 0.21 0:31 2' 0^ epan.eplit-framed to oppoaite face 2-PLY 1RUSS1 fae[en w/lOd naile in TC Vert L+D -60 0- 0- 0 -60 12- 0- 0 Dv.% LIVe i.o�.n D6FLECTION: e[aggered patteiu per nailing echedule: BC Vart L+� -734 0- 0- 0 -734 12- 0- 0 WEB FORCE WEB FoACE L/999 " - � � 1C- 2 per ft. BC- 2 per ft. WEBS- 2 per f[ ----NA7C. REAGTIpNS PER BEAAIPIG I.0(`ATION----- 2- 6 3024 2- 5 3024 L=-0.04" D=-0.04" T=-0.07^ Dlatzibute loada equally to each ply. X-Loc Vert Horiz vplift Y-Loc lype MNC HOiuZOM'AL DEFLECTION: 0- 1-12 4765 0 � 0 BOT pIN AMH = 1.U0 T= 0.02" . � 11-10- 4 4765 0 0 HOT H-ROLL i • 11 � 2-PLYS. REQUIRED '. o0 600 I 3 I � 10 00 � -10 00 i [6X6] � I i . . . i " �.. i . . 5�-9 � � -5-6_9 I i I 0-6-9 - 0-6-9 1 � � II ,- � [8X8] . � [7X10] �3X10� [8X8] � ��iVlupr � ' : � � � ,� ♦ , ��N\0 E. qR,� � . G S 7 C�"; � �� . L 12-0-o I, ��` Q- 164a2 � �= i � .. . � � 6 5 4 � 4765p 3.50" . . 4765p 3.50" _� STq�TE' i== ` iz"°"° INDIANq = ' I � A�_ �� ERCEPT AS�SHOWN PLATES �ARE TL20 GA TESTED PER ANSI/TP[�1-1995 scale = 0.375D �%��F fG��:� � WARNING: READ ALL NOTES ON THIS SHEET. Eng. Job: WO: ''�i,SSIONAI ��``� �': � � A COPY OF TffiS DRAWING TO BE GIVEN TO ERECTING D�vg: CF.N'1'EX Truss ID: BGR ��"'��n� '. � CONTRACTOR. Dsgnr: JRH Chk: Date: 11-17-00 �� , ('�"`� TRUSS MANUFACTURING gRACING WARNING• TC Live 20.0 pst DurFac-Lbr: 115 Y COMPANYINC. enc��e�i�wn��o�msdn.inri��«��n�m�,.imn��i��,Mr��in�.��ni�nvmu��n�i�i TCDead 10.0 pst Du[FaC-Plf: 1.15 PO BOX 418 wn��ni..wn�rtubn�iw��c��e��wwn�cnm�:in�o�.mr.Nnr�n�iwmcu�dcz�. eN.�m� BC Live 0.0 sf O.C. Spacing: 24.0" m,.«n i.i;�.�n�ni surMn nr wu m.mncn��nry ni 2u�.e n�ek�i�a i.nem. rn�.��am mun nc p WESTFIELD IND 46074 m,ua��.�.m�„iar.mn�.�i�i.� ��u�.�mrau„da�,u��r,miKan>�n�m�nm�eu�:m��,. Dc'- - �Criteria:TPI �JJiiinnel�rvcln6��!��I m�y Ac rryuirtJ. (SCC 111B�91 nfTPl). Fnr spccifc BC Dcad 10.� ps( WIILREQUALITYCOUNTS sshrxingrcWiremenu, e 'es�prce (TrvvVl�mlm�imm,TPl,iiLVa�J�� C06 �TpTl-1995 �� - se�o�o,,,�rd��odK,M.uvy��w;��: � rw�. TOTAL 40.0 psC y;01. I..,,,- 28435- CENTEX 2625 MODEL . . 1213 WO: TL CGE TY:1 TC FOACti A%[. HHI7 CSI TOP CNORDS> 2x4 ' SPP pl/#2 (N) X4 TRANSVERS6 HAACIIiG nailed flat to edge --_� -_--»_==JOint Loca[lone==�__=�a�a_a�== H(ri' CHORDSi 2x4 - SPF pl/q2 (N) ��f reb.with 12d mile at e^ o.c. or a SCAB 1)� 0- 0- 0 I1) 13- 6- 4 21) 12- 2- 4 BC FORCE AXi, BND CSI YIEBS: I . 2x4�' SPF pl/q2 (N1 - of .the �eame dimeneion andg�ade aa wab 2) 2-10- 4 12) 14-10- 4 22) 10-10- 4 GAHLE STfID:. 2x3' SPF q3 (N)� nailed to face(e) oE web vith lOd uaile 3) 4- 2- 4 13) 16- 2- 4 23) 9- 7- 1 WID PoRC& AX[. BND CSI �� 2x3 �� SPF ql/q2 (x) 6 etaggered 8" o.c. SCAB or TATNSVERSS 4) 5- 6- 4 �9) 17- 6- 4 29) 9- 0- 0 29- 2 0 0.00 0.09 0.09 '� 2x4' �� SPF q3 (N) 7 BRACING [o extend for 80} af web lesgth. 5) 6-10- 4 15) 19- 0- 0 ]5) 8- 2- 4 2B- 3 0 a.00 0.18 0.18 � 2x4 SPP kl/p2 (N) 8,9,10,11 2%6 BRACE req'd on any web exceeding 14' 6) 8- 2- 4 16) 19- 0- 0 26) 6-10- 9 27- 4 0 0.00 0.30 0.30 ' '. 12 ^•^��, denotee ONE edge 'or ONE face 7) 9- 6- 9 17) 17- 6- 4 27) 5- 6- 4 26- 5 0 0.00 0.46 0.46 2%4 TRANSVRASE'BMCII70 nailed flaG to edge •�•• drnotee 8017i�edgee or BOTH facea B) 10-10- 4 1B) 16- 2- 4 28) 4- 2- 4 25- 6 0 0.00 0.65 0.65 of web with IZd-.naile at 8"� o.c. 7RANSVERSE Analyaia baeed on.Simplified luulog Model. 9) 11- 1- 9 19) 14-10- 4 29) 2-10- 4 �23- 7 0 0.00 0.50 0.50 BRACING to extend foi Centex'�80$.of lengtli. �❑�.: P1ate�OFFSEf Er[m,joint-.center. Refer 10) 12- 2- 4 -20) 13- 6- 4 30) 0- 0- a 22- e 0 0.00 0.91 0.81 MnLTiPLE I.OADS -,- Thie deeign ie tDe to Joint Detail Report. ----MAL. RFACTIONS PII1 SEAAING I.00ATZON----- 21-10 0 0.00 0.58 0.58 cov�oeit'e reaµlt oE �ltiple loade. A77 CGY�RSSSION Chorde nce aee�mad to be X-LOC Vert Iioriz Uplift Y-LOC T}�pe 20-11 0 0.00 0.71 0.71 &lid vertical(e) not designed for e�oeure continuoualy braced unleee noted othexwiee. 0- 1-12 0 0 0 BOT PIN 19-12 0 0.00 0.86 0.86 to lateral wind preeevre. Wind analyeie baead on: ASCE-C�ined, V= '/S 18-10- 4 0 ' 0 0 HOT N-AOLL 16-17 0 0.00 0.33 0.33 - �- D]PH, I�0.90, Mean Hgt.=15.0 ft, 6xp. Cat. C, 17-14 0 0.00 0.39 0.39 I ' ia[arnal-preeeure coef. I, interior zona. 16-15 0 0.00 0.45 0.45 � '� � WEH FORCE WEB FORCE I � � I ' RMB = 1.15 � ' - ' - I' i ... ' 19-0-0 �� - � 1 2� 3 4 5 6 7 8 910 11 12 17 141 �. .�, . S 00 2X4 � 2X4 2X4 � 2X4 i 1X4 2X4 3X6 i 2X4 2X4 ' �3'�'3 2X4 X4 13-2-5 , � � ._ �� 2X4 2X4 j 2X4 i 0-6-5 I � i � ,- �. � (3X6] =2X4 2X4 3X62X4 2X4 2X4 2X4 � . � 2X4 2X4 2X4 2X4 2X4 2X4 j 2X4 � . ��a�n�ni� � I ; � � � � �� ,��N�O E. q�,c � _, �y G S 7 � � � 19-0-0 �Q 1�4 F � '�L � � 30 29 28 27 26 7Sl 2�2 21 20 19 18 171 - � 2 I � � Op J.50" Oq 3.50" � =�7 STA�E� �- � _ o-to-s -.I �-- 19-0-0 -ol INDIANq ' cRl-o-io� . '_ �� EXCEP'C AS SHOWN PLA7'ES ARE TL20 CA TESI'ED PGR ANSUTPI 1-1995 Studs � IA-D o.c. scaie = 0.1250 � � '�:��'O,� V��.` � WARNING: READ ALLNOTES ON THIS SHEET. Eng. Job: � WO: �'''fSS10NAL ��``�� I ,� �j A COPYOF TH[S DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEx 'Cruss ID: CGG �"110� I CONTRACTOR. Dsgnr: JRH Chk: Date: 11-17-00 �� , TRUSS MANUFACTURING BRACING WARNING: . � TC Live 20.0 psf DurFac-Lbr. 1.15 COMPANYINC. 9.rcln�shm.nunmi�unwineisnnicmcnnnnruiny,wlnuhncinr,�ximihncinpnrsimilerhncine TC Dead 10.0 psf DurFac-Plt: 1.15 PO BOX418 wM1h�i��pmafJSluiWin6deJlnadwM1ichmm�M1cc�w{JercJ�Y�M1UIIJin[JCatymr. 8ncl� BC Lire 0:0 sf O.C. Spacing: 7A.0" aM1imm Is Rr lamnl w�rynm u(w••�ncmten�mlr�a rcJUa bucklinp ImjN.-Pmvi9�ms muu hc P WESTFIELD1ND46074 m.u�u�.nno,i,�e�iu�a�e� .�,,rKK�rrui«m��u��iMunym.n�uu��ra�.i��.. De �Criteria:TPI numm,u�n..n�c��p.z.• ��-my�rcyuGeJ: (SttHIB�91nfTP1). Fttqrccllia BCDead 10.0 ps[ WHERE O�ALITY COUNTS wsa M1rx�iny rcyuircm�nu, awr_.. � Jeqjner. (fmss Plim liwiw¢,TPI.in hzmcJ n Co�.. . 'TPI 1-1995 " . � 5e�o•oM�m��ori.n,m.d�v��,w�x. »w1. TOTAL 40.0 psf V: 1. - 2R4 - CENTEX 2625 MODEL 1213 WO: TI: CC TY:7 rc eoace naa, erm csx TOP CFiORDS: 2x4 . SPF N1/�2 (x) r�nalyeie baeed on Sisplified Analog atodel. ------- ---=--JOint Locatione=�===____,=z=�= -------'-- 1- 4 -1768 0:04 0.35 0.39 ear c�witns: 2x4 ' SeF 81/q2 (N) ❑ i plate�OFFS6x from joint ben[ei. Refer 1) 0- 0- 0 4) 12- 8- 2 7) 9- 8- 1 2- 3 -1372 0.03 0.35 0.38 WfiBS: � 2x4_ SPF ST[JU (N) to Joint Detail Report. 2) 6- 4-13 5) 19- 0- 0 8) 0- 0- p 3- 4 -1212 0.02 0.55 0.57 �.2x4--: SPP ql/q2 (N) 4 All CO�R&SSION Chorde are aeeumed to be 3) 11- 1-10 �6) 19- 0- o 4- 5 -169 0.00 0.54 0.54 WEDGES: 2x4 ' SPF #1/#� (N) continuously braced unlees noted othexwiee. ----MA7C. AEACI'IONS PER BEA[tiNO LOCATION-____ End vertical�e) �not deaigned for enposu=e Shis.or wedge if neceseary to achieve full X-LOC � Vert Hoziz �Uplift Y-Loc Type eC FORCE AXL HDID CSI� to laGezal wind preseure. heazing. 19- 1-12 768 0 0 TOP H-ROLL 8- 7 1499 0.37 0.37 �0.74 MAX LIVPs IAAD DEFLECfION: ' - 0- 1-12 e1B � 0 0 �BOT - pp7 9- 6 B37 0.19 0.37 0.57 L/999 -� . L=-0.07" D�-0.07^ T=-0.14" WEB FORCE WEB FORCE MA% HORIZONTAL DEFLECTION: 2- 7 -354 0- 6 612 T= 0.07^ � � 4- 7 614 0- 5 -79 � ' � 4- 6 -783 0- 0 -77 ' � . R.SH = 115 - - .. . . . 1938 -. � - I � • 2 3 4 5 . 0 3X4 6X T I � . � SXS �_I-13 . . � . . . , 3X6 —� � 2-8-5 13-9-9 . , zr4 SX6 � . 3X5 ' 0-6-5 6-2-13 � [6X8] � � [6X6] 3X8 . a.oa i ��p�m qrii �. 0-3-9 . p_g_g 0`0�\0 E. qR.,� —__'II� � -- N cQ2� �` c srF cc�4; �e-s-s No. F � 6 � I�42 � � 8J18qL3.50" - 769pI-3:50" _� STA� T�E' {7= � 1—"I f' 19-0-0 �I°� _ INDIANA ' �Rl-o-IO� (ao-3-ii� �i A�� C EXCEPT AS SHOWN PLATES ARE TL20 GA '1'F,STED.PER,ANSI/1Pl 1d995 scale = 01250 %�O,r V��` WARNING: READALLNOTES�ONTHIS�SHEET. Eng. 7ob: � WO: ��'•F`sS'/ONAL F'N�`��` � �� A COPY OF TAIS DRAWiNG TO BE GIVEN TO ERECTING Dwgi CENTEX � Truss ID: CC '��°��" CONTRACTOR. Dsg�r: !RH Chk: Date: 11-17 00 �� , (�'"'� TRUSS MANUFACTURWG gRACINGWARMNG .�. TC Live 20.o psf DurFac-Lbr. L15 \� COMPANY INC, s uinb'� N f Jnwiny i � m,�n�, e i�nn�i�s rv��h��e��n mu.r nn�ms TC Dead 10.0 psf DurFac-plt: .115 � PO BOX 41 B m�n i:,r� nn�n ue��k a �6��,m wnim m �be 'JereJ hy�he h Jd n�JeF�yzr e...i�� „ M �i.r i� i � „�rw mnc.,��my� u n�.nidb i yN r� ..u��,m�n n� BC Live 0.0_ psf O.C.Spacing: 24.0 WESTFIELD MD 46074 a � -.Mh i,� i nn i�� e��n e ns, n�Je�erinl� J Ay.ibe bu Idiny Jesig�er De�' Criteria:TPI �JJi �ilb � fJ� �e m��yhercyl�J (SttHiB91 tTPI) Fnrqculu BC Dead 1�.� }15� WHEREQUALITYCOf1NT5 wuhrai�i greymrcmcn6„c�n. Jcxi{ r. (fmuPlaml� In�t,TPI slicalN�1 Co� .TPI1-1995 SBJO'OnalrinOrive,MaJiu�n,Wiei�. )19). TOTAL 40.0 � psf p� � _ Z _� n��rem nn,i.ti �i,�„i,��tr � nii� enn. r-irrF�.rmiru.o .._. .. . . CENTEX 2625 MODEL 1213 W0: TI: DDGE TY:1 TC FORCE A%L B[.� CSI TOP CHORDS:�.2x4 - SPF #1/q2 (N) 2X4 TRANSVERSE HRACING nailed flat to edge --- -- ---====Soint Locatione====�______»es 0- 0 -294 a�:ao 0.26 0.26 2x8 �' SP MEL-23 1 of web with 12d naile at B^ o.c: TRANSVERSE 1) 0- 0- 0 3) 10- 3- 0 5) 7- 9- 0 1- 2. -298 0.00 0.27 0.27 BOT CxOAD5: �2x4 � SeF R1/#2 (N) BRACING to extend for center� 80� of length. 2) 7- 9- 0 4) 10- 3- 0 6) 0- 0- 0 2- 3 -298 0.00 0.23 �.23 WEHS: 2x4�� SPF STUD (N) , ❑: plate OFFSSf fr� joint crnter. Refer GABL& STUD:' 4u3 . SPF �3 (N) to Joint'�Detail�Report. ---------- T(rp'N, DESIGN LOADS -----�------ 9C FORCE A%I. HLID C5I 2x3 . SPF #3 (N) 5� MULTIPLE LOADS -- Thie deaign ie the Unifom PLP Fram � PLF To 6- 5 201 0.05 0.31 0.36 �.2x3 .� SPF #3 (N) 6 ' cou�oelEe reeult of multiple loads. TC Vert L+D -7D -2- 5- 0 -70 0- 0- 0 5- 4 0 0.00 0.31 U.31 End vertical(e) .no[ designed for expoeure Al1 �,C�AESSION Chorde ere�aee�mied to be TC Vert L�D -60 0- 0- 0 -60 10- 3- 0 to lateral wind preeeure. continuouely Draca3 unleee notad othexwiee. BC Vert L+D -20 0- 0- 0 -20 10- 3- 0 �WEB FORCE WEH FORCE MA% LZVE I.DAD D&FLECtION: Wind analyele=baBed.,on: ASCE-C�bined, V= 75 ----MAX. REACTIONS PER BEAAING LOCATZON----- 2- 5 496 3- 4 -548 li/999 - � � ,MPH, I=0.90„ Mean.Hg[:=1i� ft, Exp. Cat. C, X-LOC Vert }ioriz Uplift Y-LOC Type 3- 5 432 L=-a.11"'0=-0.10" T=-0.21^ Snternal preeeure coef. I, 'interior zona. 0- 1-12 473 79 0 TOP PIN MNC HORIZONTAL.DEFLECPION: - � 12- 6- 4 504 0 0 HOT H-AOLL RMB = 1.15 T= 0.15" - � � � 10-2-0 2-6- � 1 3 0 0 [6X8] � SX6 \ . � 5112 7-3-11 q_3.2 , . 0-9-2 . — � � � � . � � 4X12. 4X6 3X5 � _ '� `.oN`'o"E�,,,�, „ A �;.� � � :'� � Sr F s �2-s-o � 'Q,� Q- No. F �� . . ��6 . 5� _ =_ STA�E 2 ,_ a�aa 3:ZOS o sosp sso^ {t `t_ �c � .I. io-3-o -"I INDIANf{ � GABLE STUD PLATES (24) 2X4 ��-6-10) . �� EXCEPT AS SHOWN PLA7'ES ARE TL20'�GA TESTED'PER ANSI/TPl 1-1995 Studs (rp 1-4-0 o.c. � scale = 0.2500 � � '�%.A'�'OF � (��` WARMINGC READ ALL NOTES�ON THIS.SHEET. Eng. Job: � WO: ��'•FSS�ONAL ��``� � �� j A COPY OFTHIS DRAWING TO.BE�GIVEN TO ERECTING Dwg: CHNTEx � Truss ID: DDGE �110�� -�� " � CONTRACTOR. -' Dsgnr: JRH Chk: Datc: 11-17-00 �Q_ �...,.... TRUSS MANUFACTURING - TC L(ve 20.0 pst DurFac-Lbr: 115 � " COMPANY:INC. BRACING WARNING Ure ing sh n ih e Jrti I g b mn e t n hraz n1 wl�ul hroil C.n��+l hrnln�ir x�milar hnunr TC Dead 1�.0 pS� DurFac-Plh 1.15 POBOX418 .0 �i:r�i �i��iu�° �nch;,�iyi' d ..M1UCkI'nrlrn��iPr��:is��:m�.�n.�� BCLive 0.0 psf O.C.Spacing:-24.0" WESTFIELDMD46074 edrdMmrci.� in�� NpeifeJlkai sJiermlMVlhyihehulJinC�sgner gCDead 10.0 f De (riteria: TPI � nau i m.i n x �� - y tK yu u��s HIB 9i ofTPp Fnr y�e.mc � Co._ - TPI 1-1995 WHLREQUnLITYC0UNT5 wsfM1nc�nercyui¢mcnu,:yon......� Jvs16M[�(Trvv�Pli¢Imtllme�,TPI,'slce�tNat . . 58]0'OniGi��Dnve.MNiw�n,Wiv��. J119). TOTAL 44.� P5� �1:0�. ' �-3z34 �-�t CENTEX 2625 MODBL 1213 WO: TI: DD TY:7 TC FoR(B AXL BND CSI TOP (SIOAD5:�2x4 ' SPF #1/#Z (N) ❑ : P1ate�OFFSEf fr� joint Center. Aefer -----�---=__JOint Locatione-==e_______z=== 0- 0 -294 0.00 0.26 0.16 �2xB � SP MEL-23 1 to Joint Detail AeporL 1) 0- 0- 0 3) 10- 3- 0 5) 7- 9- 0 1- 2 -298 �0.00 0.27 0.27 HOT Qi0RD5: 2x4� '. SPF ql/q2 (N) AI1 COt.1PRESSION�Chorde aie ase�mied�'to be 2) 7- 9- 0 4) 1�- 3- 0 6) 0- 0- 0 2- 3 -249 0.00 0.23 0.23 WEBS: 2k4 SPF STW (N) continuoue2'y braced uv2ees noted othezwiee. MAX LIVE LOAD Dfi£LECtION: ' FS�d vertical(e) not deeigned fo[ wcpoeure ---------___ TOTAL DESIIN�iAADS ---------- BC� FOACE AXL BND CSI L/999 to lateral wind preeeure. Onifozm PLF� Pt� PLF To 6- 5 201 0.05 0.31 0.36 L=-0.11"�D=-0.10" T=-0.21" ' TC Vert L+D -70 -2- 5- 0 �-70 0- 0- 0 5- 4 0 0.00 0.31 0.31 ' MN( HOAIZONTAL DEFLECi'ION: ' TC Vert L+D -fi0 0- 0- 0 -60 10- 3- 0 2= 0.15^ � BC Vert L+D -20 0- 0- 0 -20 10- 3- 0 WEB FORCE WEH FORCE , . .. - '-"MAX. RF,ACPIONS PIIt BEARING IqCATION""'" 2- 5 -196 3- 4 -59B ' � X-7AC Vert Horiz Tlplift Y-LOC lype 3- 5 932 � . , ' ' 0- 1-12 473 0 0 Top pIN AMB = 1.15 ' 12- 6- 4 504 0 0 BOT H-ROLL � 10-2-0 2-6-0 _ I . 3 - � .� � 8 OQ -8 00 . � [6X8] SX6 .. � � � � � � 5-11-2 � 7-3d1 �43-2 092 — � � �� 4X12 4X6 3X5 � r � � •��j\� 1E"q,Q�.,; . R � o°'� sr cF's �_ �z-s-o � : `'' (� No. F � � - _` P STAT 42 , a7aa 3si s-o 6 5 5osa43.so�� t �'� �- _ INDIAIY - I`cazs-io>�` 10-3-0 -� � A`� �� EXCEPT AS SHOWN PLATES ARE T7.20� GA 7'ESPED PER ANSI/TPI 1-1995 - scale = 01500 � � �%�OF V��.= �� WARNING: READALLNOTES�ONTHIS.SHEET. �ng. Jab: � WO: ''�FSS�ONA� F'��`� � ;� � �A COP.Y OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX .- Truss ID: DD � CONTRACTOR. Dsg�r: .TRH Chk: Da[e: l1-17-00 � , TRUSS MANUFACTURING g�CING WARNING TC�Lrve 20.0 � psf DurFac-Lbr. 115 COMPANYINC. enpiqkm�m m an ��e n � i n�a � r munr�in��p ��h g iim'larhre�inp TC Dead l0A .psf DuCFnc-Plt 115 PO.BOX 418 h¢h is x p n f�he hmlJmg Jeagn anJ whnh mu i lw .Ju�J M1y�A M1u W g Jes��Mr Brac n� �.(,'. S 9C1[I : �:Q° vti rvin is f J �eni wp�uni nf wss menhere inly� u � n �kiin�i �m �v v '��ns mus�1� BC Live 0.0 psC P $ . WESTFI ELD IND 46074 m� i nMn r b�ui hrnin¢r �spnin u i i Jetvrml eJ hy�ha pu IJ�ng Jexignec BC Dea[I 10.0 � sC D¢��-' CCIfC[18:TP( WH[RG UALITY COUNTS - s tira2in � � .. mry M1e�4� J-:(Sa.H19 91�01 TPp Rrt me�fe p � - TJJ� I� Q fiM1 - 0 g W m nuVC�, Jcsi6��r.(TrvesPlnelnsinmqTPl,ial�kamtlat Co '� TPI1p-1995 SB]O'Oml OI MNisi ql9) TOTAL QO.O P5� V:DI.O1. d- ZS�I y']]. CENTEX 2625 MODEL 1213 � WO: TI: E1GE TY:1 TC FORCE AXL HCID CSI TOP CFtORDS:' 2x4 � SPF ql/q2 (N) � 2X4 TRANSVF.ASE BRACING nailed flat to edge. - �_--:�--�==-,7oint.LOCations=====__�_._��_z eoT CFfORDS:'. 2x4 SPF ql/p2 (N) of web rrith 12d nails�et 8^ o.c. or a SCAe - 1) 0- 0- 0 13) 17- 4- 0 25) 13- 4- 0 BC FORCE NC[, gP7p CSI GAHLE STUD:'2x3 SPF p3 (N) of the eame diuwneibn and grade ae web 2) 2- 8- 0 14) 18- B- 0 26) 12- 0- 0 �2x3 , SPF N1/N2. (N) 6,10 i nailed to�face(s) of web with lOd naile 3) 4- 0- 0 �15) 20- 0- 0 27) 10- 0- 0 WEB FOACE AXI, BND CSI � 2x4 . SPF µ3 (N) 7,8,9 etaggerad 8" o�.c. SCAH or TRANSVEH�E 4) 5- 4- 0 16) 21- 4- 0 28) 9- 4- � 33-�2 0 0.00 0.00 0.08 WEIX,BS: 2x4.- SPF kl/p2 (N) BRACING to nxtend�for 80$ of web length. 5) 6- 8- 0 17) 24- 0- 0 29) 8- 0- 0 32- 3 0 0.00, 0.16 0.16 2X4 TRANSVERSE HRACING nailed flat to edge ' ZX6,HRAC6.req'H on any wab exceeding 14' 6) 8- 0- 0 1W 24- 0- 0 30) 6- 8- 0 31- 4 0 0.00 0.28 0.28 of web with 12d naile at 9" o.c. :TRANSVERSE "a"- denotee ONE edge-or ON6 face 7) 9- 4- U 19) 21- 4- 0 31) 5- 4- 0 30- 5 0 0.00 0.44 0.44 HnnCiNG to erztend for can[ai�80t of length. ' ^••^ denotes BOTH edgee.or BdCH'.facee 9) 10- 8- 0 20) 20- 0- 0 32) 4- 0- 0 29- 6 0 0.00 0.62 0.62 ❑: Plate OFFSEf fr� joint-ceater, Refer ' Analysis beaed on'.Singilifie8 Analog Model. 9) 12- 0- 0 21) 18- 8- 0 33) 2- 8- 0 2B- 7 0 0.00 0.48 0.98 to Joint Detail Report. �� .M[iLTIPLE I,OAUS --�Thte deeign Se the 10) 13- 4- 0 22) 17- 4- 0 34) 0- 0- 0 27- 8 0 0.00 0.78 0.78 A11 COI�RfiSSION Chorde are aesumed to be c�gioeiEe'reeulE oE�.multiple loada, 21) 14- B- 0 23).16- 0- 0 26- 9 0 0.00 1.00 1.00 coatiauouely braced unleee noted o[herwiee. Wind analpeis tiaeed on: ASCE-COmbinad, V= 75 12) 16- o- 0 24) 14- e- 0 25-10 0 0.00 0.78 0.78 ' � � MPH, I=0.90, Mean Hgtm15.0 ft, Exp. �yt. C, ----MA7C. AEACPIONS PIIt BFARZNG I.Of'ATIpN----- 24-11 0 0.00 0.48 0.98 - - in[ernal pzeeeure coef. i, interior zone. X-LOC Vert xoriz UpliEt Y-LOC lype 23-12 0 0.00 0.62 0.62 ,. - - 0- 1-12 0 0 0 BOT Pp� 22-13 0 D.00 0.44 0.94 - . ' 23-10- 4 0 0 0 HoT H-ROLL 21-14 0 0.00 0.28 0.28 . 2045 0 0.00 0.16 0.16 � ' ' - 19-16 0 0.00 0.09 0.08 ' - ' - WEB FOACE W6B FOACE - . . ' - AMB = 1.15 . � 1 - - Z_ _p , 1 �2 7 4 , 5 6 7 8 10 11 12 13 14 15 16 1 gpp' _0 ' � . .� � . [4X6] ' . � � 2X4 2X4 � .. . . : - � 2X4 2X4 � � � �� 2X4 . X4 . - i 2X4 2X4 � 2X4 2X4 . .," g�lt_3 2X4 2X4 � 8-6-5 � . . - 2X4 2X4 � . '-- � 0-6-5 O-G-S � � '� ' � [SX6] 2X4 2X4 2X4 2X4�2X4 2X4 2X4�SX� 2X4 2X4 2X4 2X4 2X4 2X4 2X4 [SX6] � `,`,`a��uu��ry�'' .. . . � ��Q �. .��'�� A�C�' . C� (L GNo.f F �.' . . . ' 24-0-0 p Q j�4z � �� 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 1 �; ON 7.50" ON 3.50" _� S7q._ 7� = o i� L za-o-o _ IND1qNp _ (ai-o-io� r "--�� EXCEP'C AS SHOWN PGATES ARE TI,20, GA TESI'ED PER ANSIlTPI 1-1995 Studs � 1-0-0 o.c. scale = 01875 � � En Job: � WO: '''��O \�.` � �WARAIING: READALLNOTES!ON-THIS.SHEET. & '., F C� �. �''FSSIONAL �-�``� � �� A COPY'OF THIS DRAWING TO BE�-GIVEN TO ERECTING �Dwg: CENTEX � Truss ID: E1GE ��"""" - CONTRACTOR�. ' llsgnr: JRH Chk: Date: ll-17-00 �� , TRUSS MANUFACfURING gRpCING WARNWG . . -.. _ TC Live 20.0 psf DurFac-Lbr. 115 COMPANY.INC. e ii=n�n�nmsun ��e��ni � -nxing inJ�ruinypnelnr n�o�smilahncing TCDead 10.0 psf DurFac-P(t: I15 PO BOX418 n n�:�nn r�n IJin1J �� w. n n n. J eJM1ytM1c611J'nrJeilprcr s�..mc gC Live 0.0 sf O.C. Spacing: 24,0" WESTFIELD IND 46074 311tIWp15 IWI�6fiI]U��IM�I�W�•T[IIIbCq Opl)k�KJY[[MIlkII11Y Icllylll. PNVISnpS rtIYS1IK p - meeem.rcnn�i.aainraci�r. n�ly�edrNi,cem��sun�m,�zdnymen�iwinyu�.iez�. DP Criteria: TPI �AJJliinmi hncin¢uf tlw nven ..y n�rcw�'�� (Stt HIB�9I�nfTPl). Fm ywv:Mc BC Dead 10.0 psf WHCRE QUALITV COUflTS vu:�hrulnb'�eyvircmenu, cu��.. . icsiyrcC�Tmm Pl�le Imthum,TPI,ishtx�eJ ul Co, _ TPI 1-1995 � - � SBJD'OmrfrinDrivC,MaJisun,Wi¢�i mvi. TOTAL 40.0 psf V•Ol. LoJ32 440-1 CENTEX 2625 MODEL � 1213 � WO: TI: El TY:2 TC FORCE A%L BND CSI TOP�C}30RDS:' 2x9 � SPP #1/p2 (N) ❑-: Pla[e OFFSET fzom joint Celltei. ABfeI = __-- --===JOint LoCetlovs==�==________�. 1- 2 -1319 0.02 0.3B �.90 BOT C7i0RnS: �2x4 ��SPF pl/#Z (N) [o Joint Datail Repoit. 1) D- 0- 0 5) '24- 0- 0 9) e- 0-11 2- 3. -1179 0:02 U.38 0.9� WseS: :?nc3 SPF #3 (NJ a Denotee �90�degree plate orien[ation. 2) 6- 1- 1 ' 6) 24- �- 0 10) o- o- o �3- 4 -1179 0.02 0.38 0.90 ' �2x4 SPF #3 (N) 2,3 All CO[�RESSION Chorde are as9uned to be 3) 12- 0- 0 7) 15-11- 5 �- 4- 5 -1319 0.02 0.3B 0.40 NEtlGES: �2x4� SPF pl/q2 (N) continuouely braced unleee no[ed otherwise. 41 17-10-15 8) 12- 0- 0 MAX LIVE-LOAO �EFLfiCTION: '-"MAX. REACPSONS PER HEARIlSG LOCATION""-" BC FORCE AXI: BPIt] CSI L/999 _ � X-Loc Vert Horiz Uplift Y-LOC Type 10- 9 1024 0.25 0.21 0.46 L=-0.08"'D=-0.08" T=-0.15^ � _ 0- 1-12 1012 0 0 HOT �PIN 9- B 669 0.17 0.21 0.30 , MAX HORIZONTAL DEFLECfION; 23�-10- 4 960 0 0 HOT H-AOLT, 8- 7 6B9 0.17 0.21 0.38 , T- 0.04" . ' . ' 7- 6 1024 0.25 0.21 0.96 � � i WEH FOR(� WEH FORCS � � � 2- 9 -298 3- 7 473 ' . . - 3�- 9 973 4- 7 -299 '� - - � RMB = 1.15 . 2-0-0' 12-0- .. � 1 2 4 5 � .� 80D -800 [SX6] 2X4 2X4 � � 8-113 � � 8-6-5 .. � . 0-65 0-6-5 � � � � (SX6] SX4 3X6 SX4 [SX6] � `,��innn�lqq� �. . , ,,��N\0 E. qR,., A n ` � srf �F';, I, za-o-o I, `�� 16442 � '' - �10 , 9 8 7 6 . ` �? . � 1013N 3.50" - 960A 3.50" =�r S7A�F_ _ o-io-s j_ za-o-o INDIAI�p = . cei-o-io� r � A�� ; �EXCEPT AS�SHOWN PLA7'FS ARE TL20 GA �TFSTED PER ANSI/TPI 1-1995 � . scale = 0.1875 �:�0,� V��` WARNING:, READ ALL-NOTFS�AN THIS SHEET. Eng. Job: � WO: �'�.F',S,S�ONAL ��o`� '. � " �j A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CHN7'EX Truss ID: El. � �i°�� ' � ` CONTRACTOR. � � Dsgnr: JRH Chk: Date: II-I9-00 � µ...� TRUSS MANUFAC�URING gRACING WARNING: TC Live 20.0 pst LurFac-Lbr. 1.15 COMPANY!WC. e..�me��.,��m.d�..;�e�.��n�.�.r,Mn...�me.w��dn.a.��s,rv�.min..ape�k.tm�i..n...��u TC Dead 10.0 psF DurFac-PIt: 1.15 PO BOX 418 :n�ni:.n i ru�n IJin6J @ d. hlchmunMa�xieiJarNFY�� n ua � �a�„�,. an�� O.C.-S acin : 24.0" ,m.�isr i i �� n��m m� ennlymrNUreM1uck6n61 ym� vr t��..m„am BC Live 0.0 psf P g WESTFIELDMD46074 ar�� n i.i ��in<<��g rvJyrcd(cJLxuiomJnnmrcJhy�hch- IJing�vgar. $CDPafI l0A � De (��iteria:TPI AJJII nil� Iy M1M1e�rvvrn ��yMrtyuuN. (See111B91ufTP1). Fws�xiliv' � Co�,� TPI1d995 WH[REQUALITYCOUNTS i iiM1raP y y nu; i i lcsigncr. (Tms�PlueLVVw�e,TYI,islixnNn � � saio•o� r oi ��M.d�.� w.�:� �vivy TOTAL 40.0 psF� V: ] Ol.0 -32R441- 14 CENTEX 3625 MODEL _ ' 1213 WO: TIf FGE TY1 TC FORCE AXL HDID CSI TOP CFf0RD5:'.2x4 � SPF�#1/#2 (NI 2%4'1RANS^lFRSE HRACING nailed flat to edge =_--------__-a7oint Locations=__=__==_=_a=_� BOT CFiOA[>5::2x4 � SPF #1/#2 (N) o£ web�with�l2d�nails at 8" o.c. TitANSVER.^,E 1) 0- 0- 0 7) ' B- 6- 4 13) 7- 2- 4 �BC FORCE "AXI, Btm CSI WffiS: .2x4 ' SPP #3 (N) BRACWG�to extend for xenter BO},of length. 2) 1-10- 4 8) 9-10- 4 141 540- 4 GAHLE STUD:�2x3 SPP #3 (N) Analyeie baaed on SiIDplified Analog Model. 3) 3- -2- 4 9) 11- 4- 0 15) 4- 6- 4 WEe FORC& A%I. BND CSI �2x3.� SPF #1/#3 (N) 7 ❑ : Plate AF'FSEf fiom joSnt center, Refer 4) 4- 6- 4 10) 11- 4- 0 16) 3- 2- 4 17- 2 0 0.00 0.04 0.04 MULTIPLE LOADS -- Thie deeign ie the �to Joint Detail�8eport. 5) 5-10- 4 11)� 9-10- 4� 17) 1-10- 4 16�- 3 0 0.00 0.11 0.11 � coug�oeite.reeult of sultiple loade. Al1�C�RESSION Chords. are aee�med to be 6) 7- 2- 4 12) 8- 6- 4 18) 0- 0- 0 15- 4 0 OA� 0.21 0.21 Snd vertiCal(e) -aot deeigned fot e�cpoeure continuouely,braced.unlees aoted othaxwiee. ----MA:C. REACTIONS PER BEAR7NG LOCATION----- 14- 5 0 0.00 0.34 0.34 [o lateral wind preeeure'. Wind�.a[ialyele_baeed on: AS(�-C�binad, V= 75 X-LOC Vart 'HOriz Uplift Y-i.oc lype 13- 6 0 0.00'0.51 0.51 � . MPN, 'I=0.90; Mean Hgt.=15�.0 ft, ��cp, Cat. C, 0- 0-12 0 0 0 HOT PIN 12- 7 0 0.00��.70 0.70 � inEernal:preeeure��coef�. I, intarior zone. 11- 3- 4 0 0 0 BOT H-AOLL 11- 8. 0 0.00 0.54 0.54 '� � - - - 10- 9 0 0.00 0.87 0.87 . � ' . - WEB FYIRCE WEB FOAI� • ' - kMe = 1.15 ' . � . � � '� 11-0-0 I. .��r-��-r T� . 1 2 3 4 5 G 7 8 9 � 08 0 2X4 2X4 2X4 2X4 2X4 8-1-0 ' 2X4 8-1-0 � 2X4 � 2X4 0-6-5 � : ' I []X6] 2X4 2X4 2X4 2X4 2X4 � 2X4 2X4 2X4 �.�``N\0 �E".q''� , o-1-g o R'�. : sr cF''; . ii-z-s � ` � Q' No, F �Q 1�42 �; :� 18 17 ]6 15. 14 13 12 11 I � = S7ATE pF �`= oa Lso^ oq t.so�� ia-o � _� INp_ �_q � r � A1- �� EXCEPT AS SHOWN NLATF,S ARE`TL20 GA TESI'ED PER ANSI/TP41d995 Studs � 1-4-0 �o.c. scale = 0.2500 �%�O,r V��.`` WARNING: READALLNOTES`ONTHISSHEET. Eng. Job: WO: ''�,;�SS/DNAL E�o`�� A COPY OF THIS DAAWING TO SE GIVEN TO ERECTING Dwg: CENTEX Truss ID: FGE ��unu� � - Dsgnr: JRH Chk:- Date: ll-17-00 � TRUSS MANUFACTURING CONTAACTOR � • TC Live 20.0 psf DuiFac-Lbr: 1.15 COMPANY INC. BRACING WARNING eeing�hwn n�hs�u in6�s�m rei nh� e �h �y p�nib IY rsmli hrxmg TC Dead ]0.0 psf DurFac P��: 1.1$ POBOX4i8 nini .nv� nnen wns� dn „m m� in� �k anr�n n m �d � �en��r �n� �r i i M,,;n�n n� -ar� N Fu kl nC 1 bm r �� t � i n� BC Live 0.0 ps( O.C. Sp�cing: 24.0" WESTFIELD_IND46074 u � hrla�clnrn.ing enumeBii�Nl � �a��MUnr�Mn�ua��a��b��. De�� Criteria•TYI AJJ� �.i nn�,�� ,nm, , .y n� ,r„xa.ts �Hia vr�Tri� F ,�a�r.� BC Dead 10.0 psG WIIE0.EQU�lITV,COUNTS msaM1nd� yircmmu,.dm Jcvlb�«� RryuP�e�� nwie,iPl,6LwneJUt Co � TPI1d995 501D'OnnhioDrlvc;MUJiain;P�Y� p19�. TOTAL 4�,Q FISf �1• �, � _ 2 QQZ_] CENTEX 2625 MODEL 1213 WO: TI: F TY:B TC FORCE A7d HND CSI TOp C}[ORDS: 2x4 SPF �1/#2 IN) []: Plate OPFSET fzom joint center. Refas e== __ �e ==JOin[ Locatione========�=z=:z= 1-�2 -529 0.00 0.46 0.46 BOT CHORDS: 2x4 � SPF ql/$2 (N) to Joint.Detail Report. ��1) LO-y0-�0 3) 11- 4- 0 5) 5- 9- 1 2- 3 -110 0.40 0.46 0.46 WEHS: 2�c3 . SPF �t3 (N) All C�R65SION Chords aze aeeimied to be 2) 5- 9- 1 4) 11- 4- 0 6) 0- 0- 0� �2x4.'. SPF ST[7[) (N) .2 continoouely-tiraced unleee noted othezwiee. ----MAX. REACfIONS PEA BAARING LOCI�TION----- BC FORCE AXL Bem Csi �2x4 ; SPF p3 (N) 3 �d verEicaP(s) not deeigned for expoeure X-LOC Vert Horiz ilplitt Y-LOC lype 6- 5 372 0.09 0.17 0.26 MAX LIVE IqAZI DEFLECfION: [o lateral wi¢d preeeure. 0- 0-12 449 0 0 BOT pp� 5- 4 370 0.09 0.17 0.26 � L/999 . 11- 3- 4 457 0 0 HOT H-ROLL L=-0.01" D=-0.01" T=-0.01" ' WEB FORCE WEB FOACS MAX HORIZONTAL OEFLECI'ION: . � 2- 5 140 3- 9 -132 T� p.01" . - 2- 4 -465 RMB = 1.15 �� . . . - � 11-4-0 1 2 3 - . 0 2X4 4X5 . . 8-1� '. . . � 8 1 0 . i 0_6_S � � � [3X6j ' 2X4 [4X8] ��nnuii � . - .. . _��.0-1-8 ��t �� .DalO E. qRc ^ -��--- :Q2� � No F �'�� ' � 11_Z' i � 16942 �. 6 � 5 - �S7ATE pF �= 449q 1.50�� as�a iso„ � iia-o � 'ND1A� �' EXCEP'C AS�.$HOWN. PLATES ARE TL20 CA TFS1'ED PER ANSI/TPI 1d995 � scale = 0.2500 �� '�'��0,�. V\�,� WARNING: READ ALI,NOTES ON THIS SAEET. Eng. Job: WO: `'��sS/ONAIµ��`�� A COPY OF THIS DRAWINGTO BE GIVEN TO ERECTING Dwg: cEtv't'�x Truss ID: F F��,�J�',' CONTRACTOR. Dsgnr: 7RH Chk: Date: ll-17-00 �� ` � �� TRUSS MANUFACTURING .g�CING WARNING � TC Live 30.0 psF DurFac-Lbr.- 115 Y COMPANY INC. e a �y� m a nx� i re i n. i� w n �e m �i n e o.aim y.n„�i„� TC Dead 10.0 pst Du�Fac-Plh 1.15 PO BOX 418 ��h�y�P� �� h IJlnb Jesi6 � h��h u M.� aW�J hy N � IJIn6 Jca�rc� Bnu n�. O.0 S a �n�wni,r i i i rnM rr� mn� ��ir� eJ bu�klin�le b�h P �.:�:m�:in� BC Live 0.0 psF p cing: ?A.0" WESTfIELD IND 46074 �m;a<<�„�n� m�r„in...�r �w.�a�r�un...u�sa««miManyindwuumx��:i�M7. De �f*iteria• TPI ' AJJi�InmlMUinC��f�FCUVen. - �eyM��y�ItcJ„(SeeHIA-9PnfTPq.Firymci0c BC Dead 10.0 psf (,,oU:- TPI1-1995 , WHEREQUAUTYCOUNTS imeahracinyreVUiremenu, eanW.:n� Jevi�Vfer. (frve�PlaielnxGrvtcTPl,islmida � sei o�o�ma��od.�.mwi�,n.w�.w�:. 'aiivl. � TOTAL 40.0 psf V: 1. 1. 0-32 44 -16 CENTEX 2625 MODEL - 1213 � WO: TI: Fl TY:1 TC FORCE NCi, HNL1 CSI TOP C1{ORDS: Zx4' SPF B1/�2 (NJ 2X9 TRTNSVF.RSE BRACING nailed flat Go adge ==JOint Locationa==========n»e= 1- 2 -83 0.00 �.32 0.32 HOS-C7;OFtDS:' 2x4' SPF pl/k2 (N) of we6 wiGh 12d naile at 8" o.c. 4'RANSVERSE 1) 60- 0- 0 � 3) 5- 0- 0 WEBS: � 2x4'. SPF ST[m (NJ BRACINO to.extend for center 80$ of length. Z) 5- 0- Q - 4) 0- 0- 0 BC FORCE AXI, �BND CSI GABLE STUD: '2z3 r SPF q3 (N) ❑: plate OFFSSf�frovfjoint center. Refer ----t7p7(, g�p�IDNS PER BEARSHG LOCATION----- 4- 3 0 0.00 0.21 0.21 tNLTIPLE IAAIJS'.-- Thie design ia tha to Joint Deteil Report. X-LOC Vert Horiz Uplift Y-LOC Type : co�oei[e raeult of muitiple loade. A71 COt�RE55I0N�rCJiorda aie aesumed Co be 0- 0-12 195 �43 0 HOT PIN WEH FORCE 47F,B FORCS MAX LIVE LOAD �EFLECfION: cantirmously hraced=u¢leee noted otheiwiee. 4�-11- 4 204 0 0 HOT H-ROLL. 2- 3 -139 L/999 Wind�analyeie based on: ASCE-C�bined, V= 75 RM8 = 1.15 ' L= 0.00" D= -0.00" T=-0.01" MPH, I=0.90; �Mean Hgt.=15.0� ft, 6cp. Cat. C, MAX HORIZONfAL �EFLECTION: inEeinal�pceesurg ccef. I, Snterior 2one. ' T= 0.02" ' . . .. 5-0-0 i - Z � �� . . � g p0 - 2l4 � . 3-10-5 � 3-10-5 0-6-5 � � � � �[7�1 ��- 2X4 �. `,p��un�hp��. . f I I I ` PC,�'O��ONjqqC�'', . . . . � 4108 � . , 16042 ; � . q - � — -�STA7_E pF �^ 196N 1.50" 204N I.50�� -- 5-0-0 � ,� IN�f(�NA S CABLG STUD�PGpTES (8) 2X4� �; EXCEPT AS SHOWN PLATES,ARE TL20 GA TEST'ED PEA ANSUTPI 1-1995 ; ,o_�-. �4.; . S[uds � 1-4-0 o.c. scale = 0.5000 �%��F�• �fi`�: � - WARAl11dG7 READ ALL NOTES;ON THIS SHEET. �ng. .Iob: ` WO: '�.,SS�ONA; �,.�� A GOPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CEN'cEX Truss Ill: Fl � CONTRACTOR. Dsgnr: JxH Chk: Date: 11-17 00 � . �TRUSS MANUFACI'URING IIRACING WARNING TC Live 20.0 psE DurFac-Lbc: 1.15 COMRANY�WC. e.,,,��,,,„,,,��,�,�.,„„�� ,,,,n�ine „un a�b�,m��uin�.��g,.,mi,rn��me TC Dead 10.0 psf DuiFac-Plt: 115 PO BOX 418 wn�n�:.r � nn n��wi„ku e � n��n�m �ne u-�ranym m m��ank�n� en�me, O.C. S acin : 24.0" h �<<� � � rr�+ n n� my a �n��kwe� GN r :m�.m�nn� BC Live 0.0 psf P 8 WESTFIELD IND 46074 a � �Mn ri � inr...i g � � nm��r di 1 SJ[IelIr1lMUM1yIA n ua a�=��x�� BC Dead l0A f DCr---Criteria: TPI ' ' AJJib�lhul6 �� ? I yAercyi d jSeeHl991' fTPIJ F��e�.fic � C01 TPI1-1995 WHEREQUALITYCOUNTS t ahnai6 y emenu,�k( � ,-lesi� (TrvsPL¢1- IImqTPl,�shFUNei _ • . . 59JD'OmfdnDtivciMUJimn:b�...0 ]�91. TOTAI. 40.0 psf V: 1. ' 328444- 17 n., �. .v„r.,� n,r,�o-. rnn rn.n r.rr�. ,�.� ..__ .. CENTEX 2625�MODEL .� 1213 WO: TI: GGE TY:1 1C FORCE AXL H1� �i Tpp CHORDS:I2x4 ' SPP ql/q2 (N) 2X4 TRANSVEqgE BRACING nailed flaC to edga _- ��-__ ==,7oint Locations=�__�=_===n=_e. . BOT CFi0RD5:. 2x4 ' SPF pl/p2 (N) of wab with 12d naile at 8" o.c. or.�a SCAe �31)c�0- 0-20 11) 14- 1-12 21) 12- 9-12 9C FOR(B AXL BDID CSI GABLE STT1D: 2x3 . SPF #3 (N) of the eame dim¢neion and grada as web 2) 2- 1-12 12) 15- 5-12 22) 11- 5-12 2x3 ` SPF #1/�2 (N) 5,9 nailed�to Yace(e) of web with lOd naile 3) 3- 5-12 13) 16- 9-12 23) 10- 1-12 WEH FORCC u:i, Hidp CSI � 2x4 � SPF #3 (N) 6,8 etaggered 8" o.c. SCAB.or TRAt1SVERSfi 9) 4- 9-7�2 i4J 18- 1-12 2q) B- 9-12 29- 2 0 0.00 0.09 0.�9 - 2x4 SPF �1/#2 (N) 7 BRACING.to e�ctend foi BOk of web length. 5) 6- 1-12 15) 20- 3- 8 25) 7- 5-12 28� 3 0 0.00 0.21 0.21 SLIDERS: . yx4 SPF #1/p2 (N) 2X6 BPACE'req'd'��on any weS exceading 14� 6) 7- 5-12 16) 2�- 3- 8 26) 6- 1-12 27- 4 0 0.00 0.36 0.38 2X4 TMNSyH7i5E HRACING nailed flat to edge � danotee ON& edge 'or ONE face 7) 8- 9-12 17) 18- 1Q2 27) 4- 9-12 '26- 5 o 0.00 0.61 0.61 ot wFb wi[h 12d naile at 6^ o.c. TRANSVERSE �f ^: denotee HOTN.edgee or B04't[ facee 8) 10- 1-12 18) 16- 9-12 28) 3- 5-12 25�- 6 0 0.00 0.50 0.50 HRACING to extend for center BO+k oE�length. Analyeie-baeed on'Siu�lifiad Malog Model. 9) 11- 5-12 19) 15- 542 29) 2- 1-12 24- 7 0 0.00 0.86 O.B6 MULTIPLfi IqpDS -- Thie daeig� ie the ❑; Blata'iOFFSEL from,:joint cenGer. Aefer '10) 12- 9Q2 20) 14- 1-12 30) �- 0- 0 23- e o 0.00 0.66 0.66 �� couqwaite�reault of multiple loade. - to Joint DaEail�Repozt. ----MAX, AFACf10N5 pEA BEARING LOCATION---•- 22- 9 0 0.00 O.B6 O.B6 " � All CCP�RESSION�Choide aze a6eumed to be X-LOC Vert Horiz Uplift Y-LOC Type 21-10 0 0.00 A.50 0.50 wind analyeie baeed on: ASC�--Combined, V= 75 co�tinuouely braced u¢leae noted othexw�ea. 0- 1-12 p p p gpT p� 20-11 0 0.00 0.61 0.61 MPH, I=0.90,.Mean�Hgt.=15.0 �ft, Exp. �Cat. C, � 20- 1-12 0 - 0 0 BOT H-ROLL 19-12 0 0.00 0,39 0.38 internal pre8sure coef. I, interior�zone. � . 10-13 0 0.00 0.21 0.21 ' � � 17-14 0 0.00 '0.09 0.09 . . � � W6H FORC6 WEB FORCE ' . RMH = 1.15 �. .. .. � 10-1-12� 10-1-12 � 1 2 3 4 5 6 7 9 lU 11 12 13 14 1 . . �0. -10 00 [4X6] 2X4 2X4 - . � , � 2X4 2X4 . . � � 2X4- 2X4 2X4 2X4 . 9'6'12 2X4 2X4 9'I'12 � 2X4 2%4 3X4 3X4 �8 5 0-8-5 � � �� [4X8] 2X4 2X4 2X4 2X4 2X4 2X4 �2X4�2X4 2X4 2X4 2X4 2X4 �4X8� � � - "� - , [3X8] ��rj��,E"q j�,�o _ 0 a �� C ,`P= � G STf C�;�r ; . . 20_3_8 � lbq.j � - 30 29 28 27 26 25 24 23 22 21 20 29 18 27 1 2 .. . UH 3.50" � Op 3.50" =� srA_-� �`? ; °_,°_e Q-fe �o_s 203-8 - IND)qNq = , cai-i-1p �xi-i-u� -�� EXCEPI' AS SHOWN PLA7'ES.ARE TL20 GA 'I'ESTED PER ANSllTPI 1-1995 Studs � 1-0-0 o.c. . scale =� 01875 `��''+o��F f��(`` � 1 � WARNING:� READ ALLNOTES ON�THISSHEET. Eng. dob: - Wp; �'�FSS/ONAL E��`� A COEY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX Truss ID: GGE �� Ds nr: JRH Chk; ' Date: 11-17-00 � . TRU55 MANUFAGTURING �CONTRACTOR. . � . BRACING WARNING � TC Live 20.0 psf DurFac-Lbr. 1.15 COMPANY�INC. em m:pn m�i � ,�,., n..i � ��wna �e,�„,inro 6 �m�i.,n�.�c�r TC Dead 10.0 psf DurFac-Plt: 115 ' PO�BOX 418 ��n n .Rn- nn�n m �bd ie ,m n,•fi�� n��.a .unr�n n uu i,k �„e, e�-.�.,,y. WESTFIELD MD 46074 � � �` " � ^r .r x� miy q n klin6l b�h P��•:��.m�u� BC Live 0.0 ps( O.C..Spacing: 2q,p" . ��.drw=m.Mri� in e �w,(,. r�� u.i�,,,, J�ytLelwilJln6��sC�e� De �Criteria: TPI - '� �nddn„min B rm: �e eyn. .y�m� (S�cHIB91 dTPp F�r,��i�c� � BC Dead 10.0 psC . N'IiEREQUALRV.COUNTS w.ubm¢I6 4� ��s� . ... Icsi� r. (TmssPlalcYitWe;TPI,islicemJV1 C06.__ TPTI-1995 "' S83 D On�fno Onvv.MeJ�s�m,Wl¢n � .]I9). ' � TOTAL QQ.Q P5� `L � � _"{Z � - t(� CENTEX 2625 MODEL 1213 WO: TI: GST TY!4 1'C £ORCE AXI. H1ID CSI TOP CFiORDS: 2x9 ' SPF �1/q2 (N) ConcurzenC Llve load oF 2p p,s.f. t�ae --- ------=__Joint Locatione=====____�___�. 1- 0 -713 0.01 0.23 0.23 BOT�C7i0RDS:�..2x4 � SYF pl/H2 (N) - been applied�[o the bottom choxd per I) 0- 0- 0 4j 15-11- 2 7) 24- 4-12 0- Z -1118 0.03 0.41 0.44 WEHS: '�xj '_ SPF p3 (N) � BOCA-96, 1606.2.3 2) 4- 4- 6 5) 20- 3- 8 8) 5-10-12 2- 3 -3060 0.03 0,39 0.42 ��2x4 . SPF q3 (N) 2,3 []: Plate OFF56T from joint Center. Rafer 3) 10- 1-12 6) 20- 3- B 9) 0- 0- 0 3- 4 -1060 0.03 0.39 0.42 SLIDEAS�: -2x4 SPF #1/H2 (N) to Soint Detail Report. 9- 0 1110 0.03 0.41 0.44 All CW�R&S$ION Chorde aie-.aeeumed.to be + Denotee`90 degiee plate orientatron. ------------ 't(yfpI, DESI(ii L(NDS ------------ 0- 5 -713 0.01 0.23 0.13 continuouely braced unleee noted o[hezwiee. � - Unifoxm PLF . From PLF To MAX LIVE IAAp DEFLECTION: - ' TC Vei[ L+D -60 -0-30- 8 -60 21- 2- 0 HC FORCE �AXL eND CSI L/999 � ' - - BC Vezt LiD -20 0- 0- 0 -20 5-10-12 9- 8 . 802 0.20 0.51 0.70 L=-0.04^ D=-0.03" T--0.08" . . HC Vart LiD -21 5-10-12 -60 10- 1-12 B- 7 525 0.13 0.61 0.73 ' MAX.HOAIZpNTAL OEFLECfION: HC Vert L4D -60 10- 1-14 -21 14- 9-12 7- 6 802 0.20 0.51 0.70 T= 0.05"� ' � '� BC Vert L+D -20 14- 4-12 -20 20- 3- 8 ' �� ----MAX. REACfIONS PER2 BEARING LOCATION----- Y7HB PORC6 WEB FORC& ' X-Loc Vert Horiz lift Y-Iqc e 2- 8 -184. 3-�7 474 ' 0- 1-12 951 0 � 0 eaT P� 3- 8 474 4- 7 -189 . - � ' 20- 1-12 951 0 0 HOT H-ROLL AN.B = 1.00 . � . - ]0-1-12 10-1-12 1 2. 4 5 I 0 d0 00 (SX6] � � 2X4 " 2X4� � 9-6-12 , 9-1-12 I � � 3X4 � 3X4 � . . - �-S'S 0-8-5 . � � � � � � [4X8] 4R5 � �6 [4XSj � ,``o�\0'E"qA,',,, � n `e,2,� �y nSo F FCC��'� . . . _. . � � _ 20-3-8 ,� , 16942 � 9 . 8 ` � GI 951q 3.50" - 951p 3.50" =zY STA�F �_ �o-ias�,� � �- zo-3-s o-io-s - INp`N' _ �Ri-i�ii�"I I° �x�� : EXCEPT AS:SHOWN PLATES ARE�TL20 GA TESI'ED PER AN51/TPI I-1995 scale = 0,1875 '�'p"PO�c V��` WARNINGI READ ALL NOTES ON THIS SHEET. Eng. Job: WO: �''�;,SSIONAL ��`� � :� � A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING �wg: cErl'i�x Truss ID: GST ��11p1�� CONTRACTOR. Dsgnr: JRH Chk: Date: ll-17-00 , TRUSS MANUFAL7URING � ,gRACING WARNING -- TC Live 20.0 psC DurFac-Lbr. 115 COMPANY�.INC. n r,M h J� ng i n �� wn e-r �ip c �� h ��s TC Dead 10.0 psf DurFac-Plt: 115 POB�X418 n n .o�� r�M�� b�ss � �iM1mus�he� WrJhyW huld ��nrN�acin¢ BC Live 0.0 psf O.C._Spacing: 24.0" � . . M1 t/ 1 m issm(x f�i(fm m hc n1Ye J � MuAh 81 rih ➢ WESTFIELD IND 46074 a � ,�.n i,� inr ��e a ��r ai � Na�r.m�unrm h JJinpJ ieM�: De� Criteria: TPI �' � � nuu��.inn s �� r�. y d (SeaNIB91 fTPI) r�ryK��n BC Dead 10.0 ps( WHGNEQt1ALITYCWNTS �mx�M1tiinyvyurcmanu, �� .� 11s6� , �TmrtvYl¢IVlsi�ic,Tpl,isLx'�IeJa� COl_ . TPjl-1995 � saiu�o,�nn��od.�,m,a;um.w;.,�,. niny TOTAL 40.0 psf V: I.OLw- �844 - 19 CENTEX 2625 MODEL . 1213 WO: TI: GGR TY:2 TC FOACE AXI. BND CSI TOP Q{ORDS: 2x4 � SPF ql/#2 (N) Top Chord MUST tie continuouely lateral3y " --- --- --_=JOint Locatione=====________:_ "'�a___'�__ . 1- 0' -2852 0.03 O.U6 0.09 HOT (7i0RDS::2x6 SP MEL-23 braced (HY OT7�RS) [o iesie[ buckling 1) 0- 0- 0 5) 20- 3- 8 9) 5- 1-15 0- 2 -3362 0.04 0.05 0.09 WEHS: 2x4---� SPF N3 (N) P6lPF�p1�{](�R to the plane of the tn�ea, 2) 5- 1-15 6) 20- 3- 8 10) 0- 0- 0 2- 3 -33�8 0.04 0.22 0.26 �2x4 � SPF ql/M2 (N) 2,4 [7.: Plate OFF56T from joint center. Refer 3) 10- 1-12 7) 15- 1- 9 7- 9. -3056 0.07 0.18 0.25 SLIAERS: 2x4 � SPF kl/p2 (M [o Joint Detail Report. 4) 15- 1- 9 8)'10- 1-12 4- 0 -3051 0.04 0.15 0.19 Thie 2-PLY trues deeigned to carry All Cq�RESSION Chords are aeewied to be � � 0- 5 -2392 0.02 0.09 D.11 � 11' 4" epan framed to HC�one face continuously�biaced'unlesa noted othe[wiee. ------------ TOTAL DESIQi LOADS ------------ 2' 0^ apan. ep12C framed to oppoeite face. 2-PLY T{tUSSlifaeten�w/lOd naile in tlniform p� Frcmm pLF To BC FOACE AXI. HND CSI MAX LIVE LOILL] D&FLECPION: etaggered pattern-par,nailing echadule: 1'C Ver[ LaD -60 0- 0- 0 -60 20- 3- 8 10- 9 2539 0.07 0:24 0.31 ' L/999 TC- S pei ft. `.BC- 2 per ft. W&HS- 2 per ft BC Vert L.D -454 0- 0- 0 -454 4- 0-.0 9- 8 1652 0.05 0.13 0.18 L=-0.04"'D=-0.04" T=-0.08^ Dietribute loade equally to each p1y. BC Vert�L�D -200 4- 0- 0 -2�0. 20- 3-�B 8- 7 1652 0.05 0.13 0.18 � MA% HORIZONTAL�DEFLECTION: � ----Mp7(, [�p�Ipp7S PER HEARIHG IACATION----- 7- 6 2287 0.06 0.10 0.16 T= 0.05," . . ' X-LOC Vert Horiz T/plift Y-LOC Type WEB FORCE WSg FORCE � � ' 0- 1-12 356fl 0 0 BOT PIN 2- 9 -205 3- 7 1264 �. . . 20- 1-12 274p 0 0 BOT H-ROLL 3- .9 1770 4- 7 -186 ' � � � 3- 8 1038 RAID = 1.00 ' � 2-YLYS REQUIItED io-t-tz i -i�12 i z a s i o -io 00 (�xio7 ]X6 3X6 - � 9-1-12 g-I_IZ� � .. . 3X4 JX4 . 3X4 3X4 085 O85 � i � � � [SXS] � j8X10] - [HY20-SX10.4] [8X10) [SXS) � a�u�nq�i . . � . . �,.��N\O E. q�;,,� A n :Q'=� � G S T CF"� � _. . _ . 20-3-5 I y�4 F �� 10 9 � 8 7 ��. S.rA�E �F �.'. .. 3568p 3.50" - . �2741q 3.50° . �- 2o-s-s IND1A q = I- �� EXCEPT AS SHOWN PLATFS ARE TL20 GA TESTED PER ANSUTPI 1-1995 _�- �4.� . . � scale� = 01875 '�`.��O,oE, ��\�.� WAR1dING: READ ALL,NOTES ON TIiIS SHEET. Eng. dob: WO: 'a,SS/ONAL E��`` � � � A COPY OF THIS DRAWING TO BE G1VEN TO ERECTING Dwg: CENTEX Truss ID: GGR CONTRACTOR. Dsgnr: JRH Chk: Date: I1 17-00 � , TRUSSMANUFACfURING BRACINGWARNINC' � TCLive 20A psf DurFac-Lbr: 115 COMPANY�INC. � .;,,e,�„ �„�,,,,,;,, � � �,;n.,�,,,•,w,,,��,n�.� �,,,,,,,;i,,,h„a�e TC Dead 1DA t DurFac Plt: 1.15 s e e.r�n.inrv�� POBOX�416 � ^ ^�x.r � rn�nuamca �¢� u nnm.�ne u any�n�h�IJinpwub�« e.,u,� � �:r i � ne-��r -. nt � ir� � iwki�ki�„em. r��.�x��m�.in�� BC Live 0.0 ps[ O.C_Spacing: 24.0�� WESTFIELD IND 46074 ,m.�eiu-,ncm i� ln�- iny � „u �.,i-ut.. „ud rmlrcJhyihehu'IJmeJe.is�� De Criteria: TPI � Addiinmlbucmguftheirvcra niayla cyu«d (SceN1991�nfTPl). FnryiMlh 13C Dead 14.0 p5� WHEREQUALITY.COUNTS imrt+M1ncingreyu�remenn;.2nn ,a ;JcxiynepQrvi�Plaelnsimm,TPl,ixlmuJrt C0� : 'TPIL-1995 381D'OnnI�IODrivr:MaJiwin.Wix�'rc 'q19). - TOTAL 40.0 psf V• } -92$447-2 CENTEX 2625 MODEL 1213 WO: Tl: H TY:4 'rC� .aoxCe axL erro Csx Top Q{ORDS:.�2x4. - SPF pi/q2 (x) ❑ : plate oFFSeP ftom joint center. Hefer =__JOint�LOCations=______�.z�_=== 1- 2 -83 0.00 ��;36 0 J6 HOT C7ioRn5:'2x4 SPF pl/#2 (N) Co Joint;Detail Aeport. L 1) 0- 0- 0 3) 5- 0- 0 WEHS: '2x4 . SPF STUD (N) All CIX.SPItESSION Qnrde are aee�ed to.be 2) 5- 0- 0 4) , 0- 0- 0 BC FORCE AXL gNp CSI MAX LIVE I,OAb DEFLECfION: continuoualy braced unleee.aoted otherwiee. ----�. p��iONS PER HEARING I.OG�TION----- 9- 3 0 0.00 0.12 0.12 L/999 -� ' X-LOC Vert Horiz �e L� 0.00�^ D= �.00" T=-0.01" � Uplif[ Y-LOc FfE6 FORCE WEB FORCE MAX }[ORIZONTAL DEFLECfZpN: ' 0- 1-12 248 0 0 BQT PIN 2-� 3 -139 T= 0.02" _ ' ' 4-11- 4 204 0 0 HDT H-ROLL RMB = 1.15 � . . � � �. 5-0-0 1 Z 8 00 2X4 q,3_3 � 3d0-5 .. 06-5 � . � . � [3%51� �2X4 .�`o��E"qR' , � �° ' s :'� c sr c % JQ.� � No. F � ' � . - . 4-10-8 16442 4 = STqTE pF �= o-io-s z4sa sso�� zoaa i.w^ =� IND— J p _ cxi=o-io� �— 5"0-° .--� % A�� EXCEP'C A$,SHOWN PLATES ARE TL20 GA TESTED PER ANSIITPI 1-1995 - scale = 0.7750 �t. : �'�OFf NC��:� �� , � WARNING: READ ALL NOTES�ON THISSHEET. D�g. Job: - WO: i,,� /ONAI. a` A COPY OFTHIS DRAWING TO�BE GIVEN,TO ERECTING g� CENTEX Truss ID: I-I '�. SS E ` ��11` CONTRACTOR . Dsgnr. JRH Chk: Datr. 11-17-00 • �TRUSS MANUfACTURMG. 6RAC[NG WARNING � TC Live 2oA ps[ � DurFac Lbr. 115 COMPANYWC. u inexn n�msa � �b .ni nnnrie un 6-nhn.in�.��e��..mn.,n�.��b TCUead 10.0 psf Du�Fac-Plt: 1.15 POBOX418 ^ h r� nn�n m�eu ib J I�M1n iM1 .ar;an>m.n�mi��w«x, e,.,iiu n rr.i,ri �� e� mkr ��y� r�d� w.��ime��am rn,..i�.,,,,�,,.,n� BC Live 0.0 psf O.0 -`��oacing: 24.0" WE$TFIECD�IND 46074 a i �,.n i�uriht;��r a �.�in�ui �� nsd��.�,�i,.uhym�n��winea�dc�rr nu�m �.in iy nn �� I � ylr,iiywrcJ. (SccH�p9�n(TPI). Fnr�cJlc BC Dead 10.0 psf Des 'siteria: TPI _ WIIGR[QIIALITYCOUNTS �6-cin6 yl t .2� �.esik �(TrvsxplvminwmtqTPl, slxoteJat CO[�C-'l TPll-1995 � se�o odtu.„or�.r,M,u�u��,w,�:,. . � iw�,- TOTAL 40.0 psf� V: 1.01. -32844ft-2] CENTEX • 2625 MODEli 1213 WO: TI: Hl TY:4 TC FORC� AXL BH� CSI TOP CF[ORDSI: 2x4 ', SPF #1/!{2 (N) ❑: Blate OFFSET fzom joint cen[ar. Refer =_ __ �� =�Joint Locatio�e===___��n_�=__ . 1- 2 -83 4.00 0.38 0.38 BOT CHORDS: 2x4 SPF pl/�{2 (N) to Joint Detail Aeport. i 1)9 0-�0-60 3) 5- 0- 0 WEBS: � 2x4 : SPF STUD (N) All CO[�@R&SSION Chorde are aeeumed to be 2) 5- 0- 0 4) 0- 0- 0 BC FroRCE AXi, Bem CSZ MA:c LfiJE LoAD DEFLECTION: continuouely braced mleee noted otherwiee. ----PII�C, AEACTIONS YER BfiAAII7G LOCATION----- 4- 3 0 0.00 0.13 0.13 L/999 � . X-LOC Vert Horiz �IIplift Y-LOc L= a.Op^ D= 0.00^ T�-0.01" ' � 0- 0-12� 195 . 0 0 BOT PIN e WEH FOA� WEB FORC� ' MA% HOftIZONfAL DSFL&CfION: . 4-11- 9 204 0 0 HOT H-AOLL 2- 3 -139 T= 0.02".. RMB = 1.15 I 500 1 2 O 2X4 . � 3-10-5 3-10-5 � Q-�1-$ � � � (3X51 � . � 2X4 ,�io�n��qq . .� . �fl � I I ;�_��` G S 7E- RC�"i . . , 4_ 10-8 No. F i ; 16aa2 = . . 4 = S7ATE pp �= isca Yso�� zoaa i.so�� . . � �-- 5 0 0 � ;�A IND—�C EXCEP'C r1S SFSOWN PLATES ARE TL20 GA 7'FSI'ED PER ANSI/TPI I-1995 � scale = 0.5000 � = , �%�OpE, �V��,� WARNING: READ ALL NOTES-0N THIS SHEET. Eng. Job: � WO: ''�,,SSIONAL ��o° � 1 � A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: C73N'I'EX Truss ID: IIl ��"��"�� Dsgnr: JRH Chk: Date: 11-17-00 CONTRACTOR. � . TRUSS MANUFACTURING �gRACING-WARNING: .- � TC Live 20.0 psf DurFac-Lbr:� 115 , GOP'�PANY.W C. enciny shiwn nn mis dnwiny is mn cranan nriminy,wi�xl hracing;pnnal nracin¢nr simimr nncin� TC Dead 10.0 psC DurFac-Pit 1.15 PO BOX 41 8 �..n i.+m.�,�nnr n�m��a.e W m�n� M1e 'J�N M1Y�M1��IJinl'�eflprmr er.�,�s O.C—C acin : 24.0" - � WESTFIELD�IND45074 sM� Isrnrieianlmnrv��w �mnesaniyi rNUehillin�lcnl'�h..Pruviainsmunhc BC Live 0.0 psf P g e�i ,��m�.i.�r�.inn�i�e �wyK:rmi i a�,�„„ unyin�nw�Ya..�e�« De .�iteria: TPI - nuur��.inn.��e��iK��a.i. � �,r� v a �1s�r1110.96 (TPI) F��..M��rt BC Dead 10.0 psf. _ WIICHEQU�LITYCOUNTS � ibxinb«ymrcmem�..�nn�x..0 Icxl6 Q svPGi�in(( TPI.�il�caleJrt Coa,.-.� -:TYI1-1995 - se�o�o��o-„�o.m�.m:ms,�.w�.�,t .no�. . . . TOTAI. 40.0 psf V:0 . I.� -32ft449-22 CENTEX �2625 MODSL� � 1213 � � WO- TI: H2 TY:1 TC FORCE AXL '8HI1 CSI TOP CRiORDS: 2x4 � SPP #1/#2 (N) ❑ : plate OFFSET from joint Celiter. Refel =_-_ ____�=__JO1nt LoCations___=__====s=='=> 1- 7 -34' O.UO 0.06 0.06 BOT (�tORDSi:2x4 ' SPF pl/H2 (N) ta SO1nt�Detflil RepoLt. . 1) LO- 0- 0 3)- 2- 4- 0 WEBS: I -2x4':- SPF STUD (N) All COt�RESSION-Chozds aze aee�med�to be 2J p- 4- 0 4) �0- 0- 0 . BC FORCE AXL HND CSI MAX LIVE LOpp DEFLECfION; continuouely braced unleee noted othaTwiee: ----1.(p7(, �p�IpNS PER BEARING LOCATION----- 4- 3 0 0.00 0.02 0.02 L/999� I� : ' %-Loc Vert� Horiz tiplift Y-LOc L= 0.00"�'D= 0.00" T= 0.00" WEB FOACE. WEB fbAC& MAX AO�tI20NTAL�DEFL6CfI0N: - 0- 1-12 141 0 0 80T PIl� 2- 3 -67 T= O.OU" , 2- 3- 4 97 0 0 HOT H-AOLL RMB = 1.15 I Z_4-D 1 Z 0 2X4 2d-0 2-5-14 � 0-6-5 � � � . � [JX51 2X4 . ��N��'E"A�'c' a-�_-a ., ;P= Q, �No. F � �' � - 2-2-8 � . 16942 ' - � 4 3 = STA7E iaza aso�� 9sa iso�� Of �' o-io-s _I- __� =�' INp�— = � �xt-aio�T z-a-o L A_�_ ��; EXCEPI' AS SIiOWN PLATES ARE TL2U GA TESTED PER�ANSI/TPI 1-1995 sca{e = 0.7500. � � �''��F�r �6��` WARMING: READ ALL NOTES ON THIS SHEET. Eng. Job: WO: °'��',s,S��A� �'��`�� ' � A COPY-0F THIS DRAWING TO BE GIVHN TO ERECTING Dwg� CENTEX Truss ID: FI2 CONTRACTOR. Dsgnr: JRH Chk: Date:�ll-1700 � , TRUSS MANUFACTURING gRACING WARNING: TC Live 20.o pst DurFac-Lbr: 1.15 �, COMPANYINC. e„`nr;n,� �hiJUwingunmarcttunhracly �un� d.n ��h� �< <rm�m�n�d�r TCDead 10.0 psf DurFac-Pit: 1.15 POBOX418 �r �rmewime� e � mi �in. a��nrµ n ia �u.r,�.. e...�i,� n�wn� r i.mni p� � n n t�irJ d �m�.eim�i im r- ir�,m�nne BC Live 0.0 psf O.C.-�oacing: 1A.On � WESTFIELD IND 4b074 a �� M�n .i� inn��¢,� u ��r�i n �,��,,,,iMUnym M1uiWin�Jesirner Des -'riteria: TPI - AJJmnml� � y uf iM1C uvcryll y m�..y rN, (Sec NIB 91 af TPp, Por speJl¢ BC Dead 30.0 pst WHEP[QUALITY COUNTS wsx hr¢iny rcVUUammq annWC..:: ezignei. (Trvss Plrm Inqimlq TPI,If hu1N�i �COdt„ TPI 1-1995 ' S8]D'OmdtlnOdvqM�dvm,Wicni .]I9), TOTAL 40.0 psf ;01.01.v�- 2 450-2 CENTEX . 2625MOD�L� - � 1213 WO: TI: IGE TY:1 . TC ,FORCE A%i, gD¢� CSI TOP Cfi0AD5: 2X4 SPF $1/q2 (N) 2X4-TRANSVERSE HPACING nailed flat to edga a-_—= ===_�JOint Locatione=====____�_____ . eOT t�i0RD5: 2x4' � SPF #1/p2 (N) of web with 12d nalle at 8" o.c. 1RANSVER56 c 1) 0- 0- 0 5) 8- 0- 0 9) 2- 7-15 �BC FORCE AXI, HND CSI GABLE ST[)D: �2m3 � SPF �3 (N) BRACING to•extend foz cmter 80t of length. 2) 2- 7-15 6) ' 8- �0- 0 10) 0- p- 0 SLID£RS: I �2x4 : SPP pl/#2 (N) Analyeis�baeed on SS�lified Analog Model. 3) 4- 0- 0 - 7) 5- 4- 1 weH epACE xxu eNp CSI M[II,TIPLE L07�n5 -- Thie daeign ie the [] : Plate OFFSEP fr� joint center. Refer 4) 5- 4- 1 8) 9- 0- 0 9- 2 0 0.00 0.19 0.15 c�qwei['e reeult of multiple loads. Eo Joint Detail Report. --MAX, RFAC('IONS PEA HEARING LOCATION----- 8- 3 0 O.OU 0.31 0.31 � All CIX�RESSION Chorde are aeeumed to ba X-LOC Vert Horiz Oplift Y-I,oc 7ype 7- 4 0 �.00 0.14 0 15 Wind analyeie�baeed on: ASCE-C�bined, V= 75 continuovely bzaced unleee noted othanviee. 0- 1-12 0 0 0 BOT P�7 MPH, 2=0.90��, Mean Ngt.=15.0 ft-, Exp. Cat. C,. ' 7-10- 4 0 - 0 � 0 BOT H-ROLL WEH FORCE WEB FORCE internal presaure coef. - I, interior zone. ' RMB = 1.15 . , . 40-U 400 � 1 2 4 5 � . : 10 00 -10 00 SX4 . _ �. � 2X4 2X4 3X4 3X4 4-5-5 4-U-5. 0-8-5 / � OSS � . � (3X8J 2X4 �2X4 2X4 [3X8] � � `J,on��n�Ir�� . �.�N�O E. qR.,, ;�� R �No F FC��- s o 0 � 1bq42 'L 10 . 9 8 7 6 °� STA��= �_ o—io—s J ON 3.50�� OK 3.50" O' p_ 5-0-0 � �,� 1 8 = INDIA�yq = cRi-i_ii)"I I i �xi—i-ii) �: EXCEPI' AS SHOWN PLATE$ AliE TI;20 GA TESTED PER ANSUTPI 1-1995 Studs � 1-6-0 o.c. � scale = 0.3750 ��; ,`�A��F C��` WARTIING: READ ALL NOTE&ON THIS SHEET. ' Eng. Job: Wp: ''';,SSIONAL `��:�`' � �� A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING �Dwg: CENTEX � Truss TD: IGE �,�� CONTRACTOR. Dsgnr: JRH Chk: Date 11-17-00 , (�'� TRUSS MANUFAC7URING .ggACING WARNWG � TC Live 20.0 pst DurFac- Lbr: 1.15 , Y COMPANYWC. e �,m ms� me i � n ie �x un+iiM1itr mi,�n..�m� TCDead 10.0 sf DurFac-Plt: 1.15 POIBOX4�.18 n•� �•nr� nnen IJmyJ ��n w n n�m�r< �,Nny�n IJ'�Jn6��r. Brning p �ir a n�mpe�� ¢m e mwm�.,n� BC Live 0.0 ps� �•C.Snacing: 24.0" - WESTFIELD IND 46074 �u �i�cnh rlamnPnui g�n �.�ur,�ui '� a�m.mi-unyikm,w��ea�dmr� gC Dead 30.0 sf Des' 'riteria: TPI AJdilnnlM1re�npo(iRnvv�ll �vRrvywrcJ.,(SeeHIB-91n(TPp. Rrcspemle P WIIEREQO�LITYWUNTS wx�bncinprryuiremenir..��mm._.. :siyrte (Tm.vPlr�el2ailute,TPI,I�I�crmJal COdCv� rP� 1-1995 -"-. : ' : SBID'Onnpin�rivv.MaJisnn.'Wiann. 1197. ' TOTAL 40.0 psf V:OI. l.b�i- 2R41-24 CSNTEX 2625 MODEL 1213 WO: TI: Il TY1 1C FORCE� AXL BDID CSI TOP IXORDS: 2x4 • SPF #1/M2 (N) ❑: Plate OPFSEf from joint center. Aefer =��___= se__=JO1nt.LOCatione===t====�.nz==_ 1- 0 -231 0.00 0.05 0.45 BOT C2iORD5:�2x4 i SPF #1/p2 (N) [o Joint Oetail-Report. c 1) 0- 0- 0 3) 8- 0- 0 S) 4- 0- D 0- 2 -275 0.00 0.10 0.10 WEBS: �2�c3- I SPF #3 (N) Al1.COt�RE55I0N�.Q�orde are aeeumed Co be 2) 4- 0- 0 9) 8- 0- 0 6) 0- 0- 0 ]- D -275 0.00 0.10 0.10 SLIDERS: 2x4 ' SPF �{1/k2 (N) continuouely li[aced unlese noted otherwiee. ----ZSp7(. (��=ONS PER BSARING IqCATION----- 0- 3 -231 0.00 0.05 0.05 . MA}( L �IN& IqAD DEFLECfION: - X-LOC Vert Hosiz I/plift Y-LOc L/999 e BC FORCE ' FaT. gim CSI L= O.OiO" D= 0.00" T= 0.00" � � �- 1-12 372 0 0 HdP P� 6- 5 183 0.05 0.08 0.12 MA% HOR;ZONTAL ➢EFLECfION: " 7-10- 4 320 0 0 BOT N-AOLL 5�- 4 1B3 U.05 0.08� 0.12 T= 0.00'1 . � . WEH FOACE WEH FOACS ' - . 2- 5 93 RMB = 1.15 4�� 4�� 1 3 . 1 00 0 -10 00 SX4 � 3X4 � 3X4 . . � 4-5-5 4-D-5 . � 0-8-5 � 0_8_5 . I —� � � � ' [7X8] - 2X4 [JX81 � � . ` �,•��j�p�E"qRc� � :��ia � s r F':; g-o-o � No. F 6 5 - STq�E pF '{7_ 373N 3.50" 320p 3.50" . . . � 0-10-8 $_0_0 � 'i� IN p�a ; cai-i-i� f � A�—�t_ �� EXCEPT AS SHOWN PLA7'ES ARE TL20 GA 1'F5I'GD PER ANSI/TPI 1-1995 scale = 03750 F. - %�OF �\��` - WARWING: READALLNOTES�ONTHISSHEET. Eng. Job: WO: '''i,SS10NAL E�o`�� A COPY OF THIS DRAWING TO�BG GIVEN TO ERECTING Dwg: CENTEX - Truss ID: TI =T,,,,��„µ�_ �. CON1'RACTOR. � , Dsg�r: J2H Chk: Date: ll-17-00 �4"'�� TRUSSMANUFACfURING TCLive 20.0 sf� DurFac-Lbr: 115 �� COMPnNY INC. BRACING WARNING P C e y sh n Ni Jn g i i u n�iiv nb ixl hrv g p nal�r i g xsimilar hr¢ng TC Dead 1�.� pSf DurFac-PIt 1.15 PO�BOX4J8 n n .� ruKwm e� �e � n�nm �n aa�.anr �nuu eu�re e„�,u n � r i�. ia rrw� . m ��m i u w.ki�ei �m .a� �,� ,�tY BC Live 0.0 psf O.C..SPacing: 7A.0" � WESTFIELDIND46074 u �a,xn ik i�n ,,, � W,�;i�i � �:u.�� anY«��m;�6a,ieM,. Des' ?riteria: TPI �- nud� ��elnri� 7�h �vculf _m�yhmmry�ml.-�SmHIB91�(TPqF�K.�, ��m� BCDead 10.0 psf WH[REQl1ALiTYfOUNTS wcihnciny ym -m i ,c�nu.. ,,. - <51yMr (TrvuPhml ��r;rri,i,i�.,��.r Cod�_. �TPI1-1995 - � sei�o•o�w;�,�o��.�,m.a�.��,,-w,�:,„. �� ic�. � TOTAL 40.0 psf p• �, � -32R452-2 CENTEX 2625 MODEL 1213 WO: TI: IGR TY:1 TC FORCE AXL BND CSI TOP (730ADS�: 2x4 -�t SPF N1/q2 (N) ❑: Plate OFFSET�fr� joint center. Refer =__=====m ==JO1nt,LOCatiove====___��__�__ 1- 0 -376� 0.00 0.05 0.05 BOT CFtORDSi�-2x4 . SPF kl/q2 (N) to Joint Detail Report. � I) 0- 0-�0 3) 8- 0- 0 51 4- 0- 0 0- 2 -941 0.00 0.11 0.11 WEBS: 2x3 '� SPF p3 (N) All COL&RESSION Chords are aeeumed to be 2) 4- 0- 0 4) 8- 0- 0 6) 0- 0- 0 2- 0 -441 0.00 0.11 0.11 SLIDERS: I 2x4 �' SPF #1/q2 (N) wnCirmously braced unleee noted othexwiee. 0- 3 -376 0.0� 0.05 0.05 MAX LIVS-iAAU DEPLECfION: Thie 1-PLY.tzuee de9lgned to car[y ------------ TOTAI, DESZIN IAADS ------------ L�999 ' :5' 0" epan�framed to BC ona face Unifo� PLF Fr� PLF To BC FORCE AXL BND CSI L> 0.00" D� 0.00" T=-0.01" 2' 0" epan eplit-framed to oppoaite faca TC Vert L+D -60 0-'0- 0 -60 8- 0- 0 6- 5 310 0.08 0.26 0.34 MA% HORIZONTAL DEFLECfION: BC Vert L+D -74 0- 0- 0 -74 8- 0- 0 5- 4 310 0.08� 0.26 0.34 T= 0.00" � ' ---MAX. REACPIONS PER HEAAING L(X'1�TION----- � X-LOC Vert Horiz Uplift Y-LOC 'rype� WEB FORCE WEB FORCE , , - D- 1-12 536 U 0 HOT PIN 2- 5 3�9 7-10- 4� 536 0 0 HOT H-ROLL MID = 1.00 - � - I �. 4�U 400 . � 3 . . . lp 00 � -10 00 I ��- � .. :SX4 ., . 4-0-5 �X4 3X4 4-0-5 // \� �— —� . 0-8-5� . 0-8-5 _y_ �_ . - � [3X81 � � 2X4 [3X8) °`D�j\��E��A�;'o, � � .� , :�c� c� ST� cF�. 8-0-� :C No. F � . . 6 � 5 -4 ' 1�42. '" � 537q 3.50" . 537# 3.50" :� STq� 7—�� _ t � � 800 —� i p IND_�`p ��: EXCEPI' �S SHOWN PLATES ARE TL20 GA.'I'&STED PER ANSI/TPI 1-1995 - scale = 0.5000 �%90F. V��.� WARNING: READ ALL NOTES ON THISSHEET. Eng. Job: W0: �'oFSS�ONA; �'�`�� A COPY OFTHIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX Truss ID: IGR �-�' CONTRACTOR Dsgnr: JRH Chk: . Date: 11-17-00 �� , TRUSSMANUFACFURING ggACINGWARNING TCLive 20.0 psF DurFac-Lbr: 1.15� � COI�PANY-ING � e � nin k �:'mu,.n,.��n� TC Uead 10.0 psf DurFac-PI[: 1.15 PO BOX 41�8 bn n��r � r�h n mi s�d�.ieu �u n M1 biml JAJ..J�y�h n uan�a�ie�r e.:.�� r e em:N i ,m�,�n� BC Live 0.0 psf O.C..Spacing: 24.0" M I I 1 pp 1 I � - . 1 1 ( J � kll I � WESTFIELD IND 46074 a �� h i� ie� e� u.M i�ui a .m any nzn�uai e�r.�r�r gC Dead 10.0 sf Dc _riteria: TPI ' AtlJ� -Ib y (�le t YM1� y J. �S�-HIB91 lTPI) F s�lYc p L'O4. .i TPJI-1995 _ WIIflRL UUALITY COUNTS vua bre�i�rcyuvaminl�. . i�...e vs y r. lTrvsx Plac 1 i¢:TPI, s lu'rted x� sa�o�o�.�a��od...maa�.um.wi..�,:� :is�: �. . .. - . .. TOTAL 40.0 -PS� V' l. I�. --3284 3-2 CENTEX 2625 MODGL •. 1213 --" W�' TI• KGF, TY1 •«`"• CUTfING oNLY +*+« ++*• Truea NOT deaigned for Wind Iqade. TOP CIfoRI�S: 2x4 SPF µl/p2 1N) . "�`� __ ___=-===JOint Locatione===�=__�na_�s_z BOT�QiORDS: 2x4 SPF #1/#1 (N) All CON3RESSION Chords aze ase�ed'to be � 1) 0- 0- 0 3) 4- 4- 0 5) 2-10- 4 WEBS: � �. 2x4� SPF STW (N) continuouHly braced ualeee noted othaxwiBe. Z) Z 1� 4 4) 4- 4- 0 6) 0- 0- 0 GABLE STTID: 2m3` SPF #3 (N) 4-4-0 I 1 Z 3 6 00 2X4 2X4 � .� � 2�11-3 . 2-6-5 0-0-5 � � . - I �� 3X4 2X4 2X4 ��N�O 'E,�l��b� � . f �'1'8 `•t� �QC�i ;Q,2' Fl GNo, F � �' . - a-2-8 . 16442 ' . � 5 � . - SrA7E pF �" oa �so° os i.so^ ?�r c o-io-s "I a-a-o % A 'ND"'�A� �� EXCEPT AS,SHOWN PLA7'ES.ARE TL20RCA�D PER ANSI�95 Conl. Su �,: ppo<< Studs � 1-4-0 o.c. scaic = 0.5000 ''��FFS, ��6��`� � I � WARNING: READ ALL N01'ES ON THIS SHEET. Eng. Job: � �yp; q /ONAL ,.�`� A COPY OF�THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX � Truss ID: KGE � S '��,�� . (�"� TRUSS MANUFACTURING CONTRACTOR �� Dsgnr. JRII Chk:� Date: 11-17-00 1/ COMPANY INC. �3RA�ING WARNING TC Live 20.0 psF DurFac-Lbr. 1.15 a � � � ��+� b J M1n�nl.�n ry�� ;m�„n�n,mk TC Dead 10.0 psC DurFac-Plt: 1.15 � PO�BOX 418 hi h I�v pa� f Ne hmWin6 J egn�nJ hlih mun he n WerN hy�he hu IJind J �ncr 9na ny Q.(,'. $ acin : 24.0° nr � � �.q�iy i J � M1u�lII y l�y�h vn v�s �s mu.i n� BC Live 0.0 ps( ,,,.p g WESTFIELDWD46074 �a�i � n ii in �6 � „u �;rruikn��su�mmi-anym.hw;,,au�:iy�r, Des° � .[iteria:TPI AJJiuinelhem�if�herveull rm,yn� �y�,r� �s�rNiosi„rrrp F��.,�,�.r.� BC.Dead 10.0 psf WMEREQUpUTYCOlINTS 1 ]Ilfillllbff(�ICIIIOU� �pL �CM6M! (Tm��pleleln0.iWleTPLivlrcuievlal CO(��_ TPII-1995 sei o�o��r ori ,m�d u��,w�.W�+: "qv1. TOTAL 40:0 psf y � .3z 4 _Z . micr:rn�c. orreZ�.�ne�viiv . CENTEX . 2625 MODEL . 1213 - �. WO: TI: JGR TY:1 TC 'FoRCE 8%L BND CSI TOP CHORDS: 2x4. SPF #1/q2 (N) .�.Imchorage for applied conc. loads ehall ba ===SOint I.ocatione===�_____=z�__a 1- 2 -1226 0.02 0.18 0.20 HOT CFi0RD5:. 2x4 SPF #1/#2 (N) deei9ned�.by otHeze and muat dietribute 6 1) SO 0 0 3) 7- 0- 0 5) 2- 0- 0 . 2- 3 -70 0.00 0.30 0:30 WEBS: ( _-2x4'. SPF STVD �N) load equally asong all tause plye. 2) 2-- p- 0 4) 7- p- 0 6) 0- 0- 0 � 2x4�- SPF #3 (N) 2 Top Chord'�MUST be continuouely latarally 6BC5 F108 0.�27 0.H15 OC42 wntinuoueSSION Chords are asa`rmed to be braced (BY 017�A5), to�raeiet buckling -------_____ ��y DESIQJ IqMS ""__"_"" y raced unleea noted othezwise. pL�RpFqylCUty�y"to the plane of the trues. Uniform eL£ From pLF To 5- 4 1030 0.25 0.15 0.90� MA7C LIVE LOAp DEPLECrIpN: . ' � TC Vert L+D -60 �0- 0- 0 -60 7- 0- 0 L/999 BC yert L�D -20 0- 0- 0 -20 7- 0- 0 WEH FORC& WEH FORCE L=-0.02" D=-0.02" T=-0.03" ' � .+Concentzated LBS Location 2- 5 552 3- 9 -134 MAX,HOAIZONTAL DEFi.ECfZON: BC Vert L+D -590 2- 0- 0 2- 4 -3058 T� 0.Il"_ . """MA7C. �pEACLIONS PEA BGNiING LOCATION---' AM0 = 1.15 X-LOC Vezt Aoriz Oplift Y-Iqc 1}�pe . 0- 1-12 670 0 0 HoT� pIN . . 6-11- 4 429 0 0 BOT A-AOLL 'p_ 1 Z } 6 00 2X4 I : . . _ I . - . 3d0-5 " 3d0-5 � 4X6 / �� - � . D-4-5 I . �—�y— I .- � I 3R6 3X4 � SX4 , � �i��n�ui�i� � � . _ . ,��N�O E. q'�.,, _,��-i-s O R , :�� Q' GNo, Fc`�= c-IO-s fl `� 16442 � 6 S � - STATE �� 671p 3:50�� } azss iso^ ?tr ��-p��_ : �-o-o "� Ai ��.N` �� E%CEPT AS�SIIOWN PLATES ARE TC20 GA TESTED PER N51/TP[ 1-1995 t�, : scale = 0.5000 �'��F V��,`� WARNING: READ ALL N07'ES ON THIS SHEET. Eng. Job: �yp; �4i,SS/ONAL E��`� - � ; � A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX Truss ID:JGR �I��" i CONTRACTOR Dsgnr: aRli Chk: Date: ll-17-00 • 7RUS5 MANUFACfURING g�CING WARNING �� TC Live 20.0 psf DurFac Lbr. I.15 COMPANY ING. 9mun6 sh� n �h s dn in6�s i rau Fe 6 J h ' '� n��+�h � �m i h aciny. TC Dead 10.0 psf DurFac-Plt: 1.15 PO:BOX418 w��h��r � ��iwi�du ir � n-n � n� a� aq� n m e�ueM o�..,,� O.C., pacin : 24.0" � WESTFIELDIND46074 '�°WO '�°��"� .nn:h��<< nrs�nyi rcd Fukllnyien6�h Prviximmuih� BC Live 0.0 psf � S g maJc�i ax.h K Im nl hn i �ai W�p.v�iiieJ I � o a�r.mt�ny�M n�m,�s a.�r�,. Des' 7riteria: TPI ,WJm�nd6 ye.nn� i� — yn�� y o- �s inevi rrrry c .,��,r.� �BC Dead 10:0 psf Tpll-1995 WIICAE O�ALITY COIIN"fS Wzr hncin yuiy cr �(Trvi�Pla�e In i W q TPI,u I�xvmd e� COdI�� ♦ - � sa�o od.rt,��o�.�,m.d�.,M,w,ti,��. no�. � TOTAL 40.0 sF - ... P� V: l. 1.� -1234 4-27 CENTEX 2625 MODGL , 1213 WO: TI: K TY:6 TC �FORCE AXL HbID CSI TOP CHOAD$:: 2x4 � SPF �{1/#2 (N) A71 COMp72ESSION Chords aie aeeumed to ba ==JOint Locatrove=====__'___'-' - -51 0.00 0.27 0�.27 eOT CHORDS: 2x4 . SPF }{1/q2 (N) continuouely braced unlese noted othexwiee. 1)c 0 0- 0 3) 4- 4- 0 WE95:� � .2z4 . SPF STTR1 (N) - 27 4- 4- 0 4) 0- 0- 0 BC FORCE AXI, BND CSI MAX LIVE IqAp D&FLEGTZON: 4- 3 0 0.00 0.09 0.09 L/999� . � ""MA%• REACTIONS PEA BEARING Lp(ATION----- ' L= O.OQ" Ib 0.00" T=-d.�l" X-Iqc Vert Noiiz Uplift Y-LOC Type WEH FORCE WEH FOACE MAX HORIZONTAL DEFLECfION: 0- 1-12 225 � 0 0 BOT ppJ 1- 3 -117 T= 0.01'" � 4- 3- 4 173 0 0 HOT H-ROLL AMB = 1.15 I : ' , '. . . 4-0-0 1 . Z 6 00 2X4 � . 2-It-3 � 2-6-5 . 0-0I-S �L .. � 3X4 2X4 - �o`pti\� �E"qR� , � � ;Q�� Q' GNo, Fc`��'- 4-z-8 , 1b442 4 ' STArE pF �= zz6x �so^ i�ax iso�� o-io-s — _I =�'i IND� � �ao-ii-ix)� �— 4-°�0 --� � p`�� ,: EXCEPT AS�SHOWN PLATES ARE TL2D GA 7'ESTED PER ANSI/TPI 11995 scale =� 0.5000 �'��FF �C��`� � � � WARTlING: READ ALL NOTES ON TH[S SHEET. Eng. Job: Wp; ��'/�SS��AL F'��`�� A COPY OFTHIS�DRAWING TO BE GIVEN TO ERECTING Dwg: EENTEX Truss ID: K CONTRACTOR Dsgnr: JRH Chk: Date: 11 17-00 � , TRUSSMANUFAC7URING BRACING'WARNING TCLive 20.o pst DurFac-Lbr: 1.15 COMPANY �NC. e wi a n��k �«i n � ..rm,i„n,.�� TC Dead 10.0 psf DurFac-PIt: 1.15 POIBOX4t8 Bnin�;��rnn�iiu�x��s� �`�i�n x�n� drcJhyihchvilJ �u:�e�r. e�,�me � WESTFI6LDIND�46074 mJemamMrl�irlhv- r h` ��r � ° k� �� e"."- �� """""^`. BC Live 0.0 pst O.C.Spacing: 24.0" . ... AJJi�nml En � �e nd.M�r�o i � d�e m rcJ hY�huilJ nE Jc�igncr Desi' �°t'iteria: TPI WH[REQUALRYCOUNTS wsahrain e ��h ' 11 •maylie y cJ. (SeeN1091nfTPp Fwspen(c BC Dead 1�,� p5f 6 4 m nu' n4 !as grx (Trvu Plam Inww�q TPI,is IavmJ n Cod, TpI 1-1995 � � sa�o o.ka o�.�,m.a�u��,w,_.. .�ia7, TOTAL 40.0 psf y �;�j. :32 4 -29 . lOH�Y;i1]l� �f�irFdin�-v¢�� .� CENTEX 2625 MODEL 1213 WO: TI: MMGE TY:1 TC FORCE AXL gPID CSI TpP C1/pRpS: 2x4 SPF pl/p2 (N) c�.1X4 continuoue�lateral bracing attachad with =__ ____===�oint Locatione__=____�___-__ � o�- o -iia o.aa o.a7 0.0� ia. I z:e �sr MEI,_z3 y � Z- lUd naile each �ber whera et�own.Bracing �1) 0- 0- 0 .5) 29- 3- 0 9) 10- 1- 4 1- 2 544 p.�2 p;17 0�14 BUP CNORDS: 2x4 -. SPF kl/$2 (N) MUST 6e poeitiouad to provide equal unbraced 2) 7- 3-14 6) 29- 3- 0 30) 0- 0- 0 2- 3 714 0.15 0:48 0.63 WEBS: 2x4 ' SP #2 eagmente oA 2x4 ^T^ brace may be nailed flat � 3) 14- 4- 1 7J 18- 6-13 3-� 4 -408 0.00 0.74 0.74 I 2x4 ... SPF STUD (N) 1,4 to ¢dge of'web.qith 12d naile epaced 8" o.c. 4) 21- 7- 3 8) 15- 3- 0 4- 5 -628 0.00 0.73 0.74 GAHLE STW: 2rz3 SPF }{3 (N) Brace muat�e�ctend atQeaet 90$�of web length - 2x3 : SPF #3 (N) 6,9,11,14 2x6 Braca required on any web exceeding 19�'. ---------___ �pI, DESIIN IQADS --------____ EC FOR(� AXt, BHIl CSI - 16,19,21 2x4 T7tANSVERSE'BRACING nailed flat to adga Uniform PLF From pLp To 10- 9 -314 0,00 0.34 0.34 2nc3 _ SPF p3 (N) 7,10,17,20 of.web�;:witih 12d aaila at 6" o.c. TRANSVERS& 'TC Vert L+D -70 -2- 5- 0 -70 0- 0- 0 9- B 70 0.00 0.39 0.34. 22 � BRACII7G Eo,e�ctend foz c�ter 804 0£ length. �TC Vert L.D -60 0- 0- 0 -60 30- 1- 8 8�- 7 70 �0.00 0.43 0.43 2�c3 SPF #1/q2 (N) 8;1J ,p: Plate OPFSEf'fr� joint center. Refer BC Vert LiD -20 0- 0- 0 -20 29- 3- 0 7- 6 440 0.11 0.93 0.54 ' 2x3 SPF 1�1/M2 (N) 12,15 [o Joint Detail Repoit. ---MAX, gp,AGTI0N5 pER BEARIHG LOf'ATION----- MULTIPLE 7AA[JS �-- TAie deeign 3e'�the + Denotea 90 degree plate orientation. X-LOC Vert xoriz y�.pe WEB PoRCE WEB FORC6� co¢¢�oeite teaLLlt of �tltiple.loade. All COt�RESSION ('hotdp aze aseumed to be p_ �Plift Y-Loc 2- 9 -439 3- 7 611'� Thie truee ie deei � � 1-12 189 36 D TOP pIN 3- 9 -1259 4- 7 -404� eu 4ned.to bear on multiple continuouely braced�unleee noted otherwiee. 12- 6- 4 1730 0 0 HOT H-ROLL ppor[e. I Interior beazing locatione'ehould Wind azielyeie basad on: ASCE-CCmbined, V= 75 31r 6- 4 635 0 o BO'P H-AOLL R2ID = 1.15 be marked on Gzuee. Shim o[ wedge -if MpN, I�0.90�, Mean Hgt.�15.0 ft, F�cp, Cat. C, neceeaary ��[o acTieve Eull bearing. internal preeeuae coef. I,� intarion zone. MAX LIYE IpAI] DEFLECTION: ' L/999 I . � � ' ' . � �L=-0.�5".D--0'.OS" T=-0.11" - MAX HORIZONTAL DE£LECfZON: � � ' . T= 0.07" - . _ I . I _ . _ . 16-9-1 - I4-lOdS . _ . 1 2 ' q . 5 , . 8 00 .g pp L6X6] .. �_ [SXSJ� 6X61 � � � � � li-g-7 '�� 10-3-13 0-9-2 � I - � 04-9 � 4X12 � , �[SX6j 3X6 [SX6 � � 4X5 � Z_5--0 _� � - . . I �I ,``ON`O�E�,,,,, � . :�'� q��'�% � � " JQ�' P GNo, F � : � i � . � 31-8-0 _� �� 16942 �L r 10 � 9 8 7 � . 6 =� STA- oF = ; � 185q 3.50" - 1731H J:50" 636N 3.50" E �' ... ' , 250 2930 �� . INp�,qNA t CABLE STUD PLATES. (104{�'� I C/L: 12-6-0 (Rl-O-SO) � A__ �� EXCEPT q5 SHOWIV PLATESARE TL20 GA 7'ESTED PER AN51/TP6 I-1995 Over 3 Supports Studs � 1-0-0 o.c, scale = 0.1250 �. = ''��F V�� WARAIMG: READ ALL NOTES ON THIS SHEET. E�g. Job: WO: `'�FSS10fVAL ��o° � ! � A.COPY OF THIS DRA�VING TO BE GIVEN TO ERECTING D"g' CEt�7'Ex Truss ID: MMGE �� Ds JRH. Chk: � Date: 1117-00 �� CONTRACTOR �'� • TRU55 MqNUFACfURING BRACING WARNING TC Live 20.o psf llurFac-Lbr: 115 COMI'ANYINC. e„��x:nw�� m d. �i� � u �nr. e !wn g,M„uin.a�„c,q:i d�r6nu�s �TC Dead 10.0 psf DurFac-Plt 115 PO�'BOX418 ^��^ �r � <«� w sa s u. n�nm �Ae �-JmlM1y�hcM1UltingJeail�rr e...ing O.C. S a �� WESTFIELDIND46074 �n�.,�i:r i iwnrv��-�� mn:.:�my a.:m,.m„ei.,,�m� r,,,,i.i,m,m„r�n� �BCLive 0.0 psf _ pcing: 24.0 tti d t arv.hmllenlAmunga. vulepmllicJlk�e�J��(S�vHI 9�1o'TPI)�IPorcpttifcer BC D¢�[I j�.� (IS� De� � ~��1(QI18: TPI � � AJJI inel A "�r I - WIIERGOUALITYCOl1KfS irv M1nci b yu�ircf�p. •.. Y� � Co� �TPI i-1995 . Lmr (fm.v P6ie Inel w�q TPI ii hcaieJ a- -� seioo��n o,.<,m,aiv; wab ns� TOTAL 40.0 � psf V• 1.Oi. _3284 7- CENTEX 2625 MODEL � 1213 � �,Q: TC FORCE AXf; gNp C5I Tpp (Ri0RD5:. 2x4 SPF !{1/I{2 (NJ �17(4 continuoue lateral bracin attached with = TI: MM TY:� 9- 0 -114 0.00 0.07 0.07 � 2xB � SP MEL-23 1 g =___ ___====�loint Locatione==_��:=�__a___t 1- 2 549 U.02 �.17 0.19 HOT CEfOROS:`2z4 � SPF ql/#2 (N) Z' lOd naile each mPS�ber wheze ahown.Hracing 1) $0- 0- 0 S) 29- 3- 0 9) 10- 1- 4 2- 3 714 0.15 0:48 U.63 WE85: I 2x4 .. SP LII75T be�poeitioned to prwide equal unbraced ' 2) 7- 344 6) 29- 3- 0 10) 0- 0- U 3- 4 -408 0.00 0.74 0.74 #Z e�1�r�te OR 2x4 "T" brace may be nailed flat 3) 14- 4- 1 7) 18- 6-13 '2x4 ' SPF STUD (NI 1,9 to edge.ot w� viith-12d��maile apaced 8" o.c. 4) 21- 7- 3 8) 15- 3• 0 9- 5 -628 0.00 0.73 0.74 ❑ : plate,OFFSET;from joint center. Refe[ Brace.mtist erztend at leaet 90} of web langty to Joint De[ail Repor0. 2z6�Biace�ze ' Sied on an web eicceedin 19�. BC FORCE A%I. Bllp CSI All Cf1t�R�5$ION CAorda are aes�ed to be r Denotee.�9 d � - � Y - g -°----'� T�T� DESIIN IAADS ---------- 10- 9 -314 0.00 0.34 0 J4 continuouely,braced unleea noted ottierwiee. Thie tnise ie deaignedato bearnoncmultiple TCiyer[ L+D p 0 -2-F5�0 P 0 O-TO- 0 9- 9 -6 0 AU 0.34 0.74 MAX LIV&'IA7w DEFL6CTION: euppoztet. .Interior beazing locations ehould TC Vert L+D -60 0- 0-. 0 -60 30- 1-�8 8- 7 -6 0.00 0.43 0.43 L/999I � - be marked on truea. 'Stii.m ar wed e 7-' 6 940 0.11 0.43 0.54 L=-0.05^�D=-0.05" T=-0.11^ . � 4 if ' BC Vert L+D -20 0- 0- 0 -20 29- 3- 0 neceeeary�to achiede full bearing, i ----MAX. REACfIONS PF12 HEARING LOCATION----- MA% HORIZONTAI, D&FLECTION: X-LOC Ver[ Horiz Uplift Y-LOC lype WEB FOAC& WEH PpRC&� T= 0.07" 2- 9 -439 3- 7 611 � . 0- '1-12 184 0 0 TOP PIN 3- �9 -1254 4- 7 -904' ' � 12- 6- 4 1730 0 0 BOT H-ROLL RMB = 1.15 - � � 31- 6- 9 635 0 0 BOT H-ROLL � . � IG-9d . 14-10-15 1 2 4 5 , 08 0 � - OS 0 �. .. � . . [6X6J ' . . ;[SX8] 6X6] � �� I1-8-7 � � 10-3-13 092 i � 0-0-9 I 4X12 � � . .[SX6j JX6 [SX6] i � 4X5 � �. ' 2'S-� I � : �,, . ' . I r`a�\0 �E�„�,,, � ,`%`ON A�'C; , " fl n ;Q„= Q� GNo.E F ��, .. . � r I 31-8-0 � � � � 15942 10 9 8 7 : � ISSq J.50" � 1�JIp 3.50" = _STATE pF �" ` 2_5_0 � 53en s.so�� o-�_ io-s � '(�fp_,!A ; I � (R2-6'10)�I I , GL: IZ-6-0 29-J-0 f`ixi-o-io> ��J EXCEPT AS SRO{NN PLATES ARE TL20 GA TFSPED PER AN51lTPI 1-1995 Over 3 Sup�rLs scale = 01250 ''�P�FF �C�� WARAIING:' READ ALL NOTES ON THIS SHEET. � Eng. Job: � WO: ��'�,SSIONAL F'.�``��` � �� A COPY OF THIS�DRAWING TO BE GIVEN TO.ERECTING Dwg' CENTEX � Truss-ID:MM �� CONTRACTOR � Dsgnr: JRH Chk: Date: ll-17-00 ,� TRUSS MANUFACTURING BRACING WARNiNG i TC Live 20:0 psf DurFac-Lbr: 115 � COMPANYINC. fl ,��,n,„, m, � i � �, ,�„ h 6 �m i � s m��i n a ., i m i�e �TC Dead 10.0 ps( DurFac-Pit: �1.15 PO�BOX418 n n ,� r�n m �� x u n nmun� u ��nrm�n WI6J.�e 'e O.C...S M1 n �ii I� al wpryn nf I mhed�nly� Jui h kl ny le 6�h P�� isi mv mu�i hc �n� BC 1.lYC �.� ps(� aacing: 24A° - WESTFIELD.IND 46074 m�ar�a,zn i,� inn me. ,u�,��;r�ui ��.��,�;;,,zunY�n�m,ua��ga�axM,. Des 'riteria: TPI AJ�uunJh iy rin=- nn ynarcw d. �sr�N�B9�nlTPp q.,�,e.m� BC Dead 10.0 psf __ WIIER[QUALITYCOUNTS wvhmcinyrcymrcmenu i�nu . .jyncr.�(fmssPlv�clwiWteTPl,islce�mJ�a� COl��.. ��Pj]-]995 sa�¢o��rt o r,m.�Hm,w�..��a, ,ie�. TOTAL 40.0 psf �, l. 32 4 1 CENTEX 2625 MODEL 1213 WO: TI:MMl TY:7 Tc Foxcs n�¢, enro csx TOP CHORDS: 2x4 - SPF #1/q2 tx) �xecWmend the uee oE SII�50N �1�C24� hanger � _-___-�-----==Joint Locations==`--��=�'==aa' 0- 0 -765 0.00 0.75 0.76 � .'2xB ' SP MEL-23 1 at one aupporL U 0- 0- 0 6) 21- 4- 4 13) 15-11- 8 1- 2 -2594 �.01 �.48 0.50 HOT (xORDS: 2x4 �. SPF #1/#Z lN) []: Plate OFFSET from joint center. Refer 2) 2-11- 8 7) 23-11- 0 12) 12- 0-14 2- 3 -28�5 0.01 0.05 0.06 2x4 . SP q2 3 to Joint De[ail Report. ' 3) 7- 3-14 8) 29- 3- 0 13) 7- 3-14 3�- 4 -2248 0.18 0.57 0.75 WEHS: � 2x4-' SPF STUD (N) + Denotee�,90 degree pla[e orientation.i 4) 14- 4- 1 9) .29- 3- � 19) 2-11- 8 4- 5 -2595 0.10 0.41 0.51 �2x4 .� SPF #3 (N) 2,5,7 .All C�1PR&SSION�Chorde are ase�ed to be 5) 19- 4-11 101 22- 3- 8 15) 0- 0- 0 5- 6 -3173 0.24 0.25� 0.50 2x4 . SPP N1/#2 (N) 3,4,6 coatinuouely braced unleea.noted othexwiee. 6- 7 -3258 0.25 0:30 0.55 MAX LIVE I.ppp DEPf.ECTION: ', T(7Pp[, DESIIN LOADS 7- 8 -3971 0.20 0.62 0.82 L/999 --� - "---------- L=-0.2I8^ D=-0.27" T=-0.56^ . . Onlform PLF Fzom PLF _-_-To'__ HC FOACE AXI, gNp CSI � MA% HORIZONTAL DEFLECPION: � 7'C Veit L+D -70 -2- 5- 0 -70 0- 0- 0 15-14 2521 0.62 0.26 0.8B T= 0.58^ TC Vert LtD -60 0- 0- 0 -60 30- 1-� 8 14-13 2665 0.65 0.05 0.71 ' � i HC Vart L+D -20 0- 0- 0 -20 29- 3- 0 13-12 2355 0.58 0.09 0.66 ` . � ----19�%. RFACPIONS P&R HEARING�I6R`ATION----- 12-11 16B1 0.41 0.09 0.49 � � ' X-Loc Vert Horiz Uplift Y-LOC Typ� 11-10 2621 0.52 0.15 0.68 ' � 0- 1-12 1231 0 0 TOP pIN 10- 9 2959 0.59 0.38 0.97 � . -� � 31- 6- 4 1317 0 0 BOT H-ROLL WEH fl�RCE WEB FOACE i _; .�. . � 2-14 -715 4-11 1748 '� . . �� 2-13 -269 5-11 -428 � 3-13 233 5-10 362. � - � 3-12 -502 7-10 -180 � � ' 4-12 574 RMB = 1.15 � �'. 16-9-1 ' 14dOd5 . . 1 2 � 3 5 6 7 8 i . ". � 8A -8 00 � I - , . . . . [6X81 �,. sxs7 ! � - ..- [7X16] 3X6 11-8-7 2X4 � 10-3-17 6X8 . . 0 9 2 . .SX6 i�7X8 .,. � � � 4X8 SX6 0-4-9 � 4X12 4-0-0 � � , �67(�!] 8-�'�� [SX6] � . 2� � I . 4_�OJ l -4.00 . ,,��vn�qq ' - � � ' 038 ,.ON\0 E. q�,,,, � � ,:�'� � G ST CF'; 5-4-8 13-0-Q Zj_p_p - C P 16qqz � 15 14 13, 12 11 �lU � = ^--S�7AT�E ��' �^ Z_�51�232p 3.50" 1318q 3.50" 7{7 � _ � � ' - 29-3-0 �0-10-8 : INDIANA � cosn�T�c ecA�rES ca� 2x4�-6-10)�� f r�=o_io� c A�- ��; EXCEP7' AS SHOWN PLATES ARE TL20 GA 'I'F,bTED PER AIVSI/TPI 1-1995 � • - scale = 01250 � ` �`'��F�r �C�� WARNING: READ'ALL NOTES ON THIS StIEET: i Eng. Job: �yp; IE �''�„SSIONAL ��o`� � A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CEN7'EX Truss ID: MMI �/��1111111��n�', � CONTRACTOR. - ' Dsgnr: JRH Chk: . Date: 11-19-00 , f"�� TRUSS MANUFACTURWG gRACING WARNING .. i TC Live 20.0 , pst� DurFac-Lbr: 1.15 Y COMPANXMC. e �;�r.n, nm u.wmy � i n,� a ten e;�,m.ina, ,,r,,.: i n „e TC Dead 10.0 psf DwFao-Pit: 1.15 PQBOX4�8 ��n�:.nn nn�n�nu ¢u s a�w nanm �n�r dercJTyNeTlldngJai�ncc Bncny '^'�w^�r� � � rr�� << M.+�ir��.�;� M1cklin�l��p�M1 e ,�ei�„m,,.,n� BC Live 0.0 psf O.C. Spacing: 24.0" WESTFIECD IND 46074 m.o��, n i�,an�t,�c.. ,�u,�;r�uix,� �:�.��unr�wuu��ga.,��r,. De�''--�Cri[eria: TPI AdJ'unnalhnungufNenverx ircmaybercyulrN. (SceHIB-91�ofTPq. Furs�v:ifc 'BC DC9d 10.0 psf � WHE0.EQUALITYCOONT2 wssF�ecinY�pWlrcmeme, cm Jexiyrce'(TmssPhielrtahutu,TPl,bImalN�a� Co � �-TPI1d995 - SBJ D'Onufriu Drivc,Madisim,�..�d � )I9J. TOTAI. 40.0 psf - �� , y 4_ Den;yn: Mmrir :bnlrrir � /Otl PATII: C:ITEEI.OKI/IOMFOIR CENTEX 2625 MODEL . � 1213 WO: T� F°xc� ^�a. srm csi �roa aionns:.zz� . sre si/az �x) TI: NCAPS TY:20 1' 2 -77 0.00 0.14 0.14 BOT' Q{OROS: 2�c3 '. SPF pl/q2 �N) �1 ��SSION Chozde are aea�d to ba . --_ - - =_JOint Locatlom__=__�e�_Qe� �- 3 -77 0.00 0.14 0.14 Thie daeSgn baead on chord bracing applied ACCachuPIe(,GY-bgAp( t�v eeto gAGfi 1R SS with c_2)ciy:_2vy5 qj 2- 5-13 5) 0- 0-�p� per the Edllawing echedula: ]0 ga. 3X8 nail-on pin[ee or 1/2" x 4•�X 8• --MA7(, (�q�IpprS PER B£TRIgC HC FORCE AXI. 8!ID CSI Max O:C. Pr� 1b I LOCATIOti""' 5- 4 49 0.02 0.06 0.07 } HC I 36.0• 0- 0- 0 3- 6-12 mX plywooa gueeeta to boGh facea ot tniee X-LOC Vart 3for1¢ oplift Y-LOC Typa ' Bracing ahown Se for vleual et 6.0' o.c. throuqywe usix�g (8) 1.5•�long 0- 0-12 131 p p gpT pIN � pnrpoeae only. 17tUS5 naile. Or TOE-tAIL to each 2X9 lfiteral 2- 5- 1 131 �0 0 � �A� � �'�7A(S Mm7C LIVE LOAp DEFLECf20lI: bracin '�witL a m��..�, �T H-ROLL L/999 � ' 9 oE (2) 16d neile each �i�ID . 1.15 L= 0.00" D= 0.00" T= 0.00" � i MAX NORIZONTAL DEFI.ECfZON: . ' T� 0.00" � • � i I j I i � i , � 42-15 �1-2-1�.� . 1 ;I � i t o0 o ao oa . zxs � i � i � ' - 1-5-11 0-3-10 I 0-3-10 1-0-1 .. � _..L T� I � � � ' I 2X5 � � 2X5 � I / + I �.`"i0 E",,,.,o / _. . ! , , z-s-u oN AA' , s `�2,'� � sr CF,,,,' 4 i , 16442 � ' �� 2-5-13 0,6-7 �5� \ = S7ATE cxa3-s teo_s_s �` �`" � s-s-�z —_� T9iU55 -� lNDIA ' i i A�` ��,C EXCEPI' ASSHOWN PLATES�pRE TL20 GA 7'ES1'ED PER ANSI/TPI 1d995 � scale = 0.7500 �''p0 V\��.�� WARNING: READ ALL NOTFS ON THIS SHEE7'. i Eng. .Iob: �yp; ��''�FSS/�Np� E�.•`�� ': �j A COPY OF TH[S DRAWING TO BE GIVEN TO ERECTING Dwg: CEN7EX 1'russ ID: NCAPS � �T""`� � CONTRACTOR. �. Dsgnr: liul Chk: Date: ll-17-00 � �� TRUSS MANUFACTURING BRACING WARNING: I TC Live 20.0 psf DurFac-Lbr. 1.15 COMPIANYINC. era�inj�.ry.n�n�hi�unwincl�mncrn��i�nhrx.�ln[.�+Nhn.i ny�.z � �.�.�in,,.�i imv,.n„�� TC Dead 10.0 psf DurFac-Pih 115 PO BOX 41$ �x��n�,.n.nor�w�mmcu�di�.�u...nrcnm�.�k.��m,�u�Mny�n�iui�ea�ven.. e�.�� WESTFIELD IND�46074 '�`�"°°�"`�""'!°'�"'"°r"""""'"�""^�y",^'��t�t��^ci��N. v.�.;,;.,�.,.,,,,n� HC Live 0.0 psf O.C. Spacing: 24.0" ' m,��,,.�n,.i.��i��a.�<�.�..w�.�rNe.,m�,o��u,.,�nr�n��wme�:iaM.. D�si �-^^iteria: TPI ,uw�mm,in...��i„ruK,,.<.,u:� m,rn�.�wo-�u, cs«ine.vi��rrrp. �,v�;r.. BC Dead 10.0 sf 8 - WNE0.EQU�LITVCOlINTS wu�nclntrcVUircmrnu. n�nua niYMr. RNnPlamlimimiqTPl.isLcmNn p Code �• TPI1-1995 � se�o�o��oi��uri.a m.a�.��,w,.. .. ��o�. TOTAL 40.0 psf y � �- ; 4 � . �ou rene c:iree.to.rwin . ircs� m.m.m CEN7'EX 2625 MODEL 1213 � WO: I xc aoxc� nxr, srm csx TOp Q[ORDS: 2x4 SPF qi/pz �x� ��y TI: NGE TY:1 i Y'RANSVERSE HRACING nailed Elat toledge =______ ___=�oint LoCationeo___=___�__�___ BOT (7{OADS: 2z4 - SPF ql/q2 (N) of web,with 12d naile at e^ o.c. or a 'SCAH L 1) 0- 0- 0 18) 16-10- 0 35) 20- �2- p eC FORCE AXL g6II1 �gI �,ApLE gTUp:,.2�c3 � SPF #3 (N) of the same di�eneion and ade ae'web I 2x4 SPF STV➢ - � 2) 1- 6- 0 19) 20- 2- 0 36) 18-10- 0 WEB FORCE AXL BND CSI . 2x4 ' SPF p3 (N) 6,16 nailed.to face(e) of web with lOd naile 3) 2-10- 0 20) 21- 6- 0 39) 17- 6- 0- 99- 2 0 0.00 0.04 0,04 � (N). 7,15 etagyered e• o.c. SCAS br TR7�gyg�g �, 4) 4- 2- 0 21) 22-10- 0 38) 16- 2- 0 '2x4' SPF ql/#2 (N) 8,9,10,11 eRACING to extend for 80� of web length. 5) 5- 6- 0 22) 23- 0- �9 39) 14-10- 0 48- 3 0 0.00 0.13 0.13 12,13,14 2X6�BRACE'req'd�on any we6 exceedin 14' 6 6- _ 47- 4 0 0.94 D.27 0.27 WIDG[iS: ` 2x4 � SPF qi/#2 (N) ^ denotee�ONE g � �- � 23) Z4- Z- 0 40) 13- 6- 0 ` 46- 5 0 0.00 0.46 0.46 2X4 TkANSVBpgE BRACING nailad flat to ed e ,... �4e or ONE face 7) 6-SO- 0 24) 25- 6- 0 41) 12- 2- p 45' 7 '0 0.00 0.70 0.70 of web wi[h 12d naile flt 8" �o.cl 1RANSVERSg pnalyeie 5 eed onBSi�lified Analog Mcdel. 9) 9- 6- 0 26) 28-12- 0 43) 19-16_ p 44- 8 0 O.UO 0.72 0.72 BRACING to �ctend for center 80$ of Tengtb�, [J( plate OFFSET from join[ canter. Refer 10) 10-10- 0 27) 29- 8- 0 44) 8- 2- 0 43- 9 0 0.00 0.96 0.96 Mi1(.TIPLE LOADS -- Thie deeign:ie the � 'to.Joint"Detail Re 42-10 0 0.00 0.71 0.71 Cw�oeiCe�reault of mul[iple loads. All COF@RyS520N Chorde�are aea�mied to ba 12) 13- �-10 29) 28- 2- p q6) 5-16- 0 41-11 0 0�.00 o.e9 o.e9 Thie deaign Laeed on chord bzacing applied continuouely braced unlesa�aoted othaxwiee. 13) 13- 6- 0 30) 26-10- 0 47) 4- y_ p 40-13 0 0.00 0.34 0.]5 per the fo,llowing achedule: Wind analyeie baeed one ASCE-Cpmbyned, V= 75 14) 14-10- 0 31) 25- 6- 0 48) 240- D 39-74 0 0.00 0.34 0.35 9da�c o,C. Fr� To MPH,� I=0.90; Mean Hgt.�15.0 fC, 38-15 0 0.00 0.39 0.35 } � I : 36.0^ 13- 3- 0 16- 7- 0 internal preeeure coef. I� interi�or zona.c 16) 16- 7- 6 33) 22-10- 0 50) 0- 0- 0� 37-17 0 0.00 0.89 0.89 Bracing ehown ie�-for viaual puxpoeea only. 36-18 0 0.00 0.71 D.91 I ' � ' 17) 17- 6- 0 39) 21- 6- 0 35-19 0 0.00 0.96 0.96 - �� ----MAX- REALTSONS P&R HEARING LOCATION----- �34-20 0 O.Oa 0.72 0.92 �- �� ' X-LOC Veit Horiz - Uplif[ Y-LoC 7ype 33-21 0 0.00 0.70 0.70 0- 1-12 � 0 0 BOT pp� 32-23 0 0.00 0.46 0.46 29- 6- 4 0 0 0 HOT H-ROLL 31-24 0 0.00 0.27 0.27 � 30-25 0 0.00 0.13 O.Y3 � � - ' ' - 29-26 0 0.00 0.09 0.04 '- , I , _ � FOR(B WEH FORCE�� RMB = 1.15 - � 13-0-]0 3-6-12 13-0-10 . . 1 2 J 4 5 6 7 8 4 10 112 I��AaS iSl 18 19 2021 2B3 24 25 262 i oo NtAP��xs XQ -i o � . � 2X48 X4] � 2X4 2X4 2X4 gq � [SX6]2X4 2X4�I SX6] 2X4 � 11-11•13 ZXa � ZXZX4 11-5-1 2X4 2X4 i . ' 0-6-9 2X4 X4 � 0-6-9 . � � I (SX6] ZX4 2X4. 6X6 . 2X4 2X4 2X4 2X4 6X6 i 2X4 2X4 �SX6J � � 2X4 .2X4 2X4 2!C4. 2X4 2X4 ZX4 2X4 2A4 2X4 2X4 �.�`Or11��"A,�I,, ; • '� csr c - �Qc�' FL No. F � �: I ,:.. _ - 29-8-0 � . „ lbGqp p - �. 5049 48 q7 46 45:44�43 42 41 40 39 38 37 36 35 34 3I 3231 30 292 ON 3.50" ON 3.50L" - STATE pp �c o io e o('� "ir IND�ANq` � cxi-i_iij°I } 29-8-0 , EXCEPT AS SHOWN pLATES ARE TL20 CA 1ESI�D PER ANSI/TPI I•1995 (R1-1-11) �:�A� �Q,`�'.`� - ' Sluds � 1-0-0 O.c. SCale = 0.1250 'g�FF NG�,,�� WARNING: READ ALL NOTES ON THIS SHEET. ! Eng. Job: �yQ; '•�,;,S�ONA� F'��`�' � � A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX Truss ID: NGE CONTRACTOR. i Dsgnr: !Rx Chk: Date: 11-17-00 � . TRUSSPMOANUFACfURING gRACING WARNING . � � TC Live 20.o ps[ llurFac-Lbr: 115 COMPANY INC. e,i�x,n N J �ri xe� ; n� i 8 w_,�6 ,�e,�n,inr Iny n�imil rhr i 6 TC Dead 10.0 sf Durrac-Plt: 1.15 �BOX418 .nn n �.°n rnln ie xd is �w n,.nm � m�nanrindn m �,k,�e„e.. e..��„s P no ( �� . mry� rcdu �tickline� s� e s��cm�ane BC Live 0.0 psf O.C.Spacing: 24.0" WESTFIELD�IND46074 a u,sMti i nin�.ti„k .mm�.�ir��i nMxu�ce.,,, Nnr�n�n�iamrur:ie�... Des� ��- .riteria: TPI AJJ iinwl M1r 6 nne�.r,.0 m,y� � eu (Sce HIB 91�fTP1).fo��pttvfic BC Dead 10.0 psC WHERE QUALITY COUNTS �rv.0 M1ncing rtyuinmenl; eonL u.aigne�..;lTmi�Pl�le lulilulq TPI,if lua�ed A Cod, TPI 1-1995 - � 5830'OMd�io�rirc.MvJisun.Wia�i : >19). TOTAL 40.0 5( P V•O1. - 2 4 1- 4 un;r,,: ,v�,vh :i,l„n,r, � imi r+n,. r.n.,:.,nru,,.,, . . CENTEX 2625 MODEL�,�� 1213 WO: � TI: NSC TY:1 TC FORCE AXL Bt� CSI TOP C}i0RD5: '2x4 ' �SPP ql/p2 (N) �(ll(4 Con[inuoue l8[eial braCing attaChed with ===n7oint LoCatlons�=n=e�===e_..�_ 1- 2 -1523 O.U3 0.50 0.53 HOT c7i0RD5: 7x4 � SPF #1/q2 (N) L'�2- lOd naile each mr�ber where ehown.Bracing � 1) 0-�0- 0 6) 29- e- 0 11) 13- 0-10 2- 3 -1150 0.02 0.49 0.52 W&eS: '2x4 SPF ql/#2 (27) M[i5T be poei[ioned to pmvide aqual unbraced 2) 6- 5-11 7) 29- 8- 0 12) 8- 0- 0 3- 4 -779 0.05 0.25 0.31 2x4 SPF STOD (N) 1,7 ea�ente OR 2x4 •T• bzaCe may be nailed flat 3) 13- 0-10 8) 23- 2- 5 13) 6- 5-11 4- 5 -1145 0.02 0.99 0.51 .2x4 � SPF p3 (N) 2,6 to edge of�'wrD with 12d naile spaced 8" o.c. 4) 16- 7- 6 9) 21- 8- 0 14) 0- 0- 0 5- 6 -1524 0.03 0.50 0,52 GABLE STOD: 2x3 - SPF q3 (N) Brace muet'extNnd at leaet 90� of web length 5) 23- 2- 5 10) 16- 7- 6 :2x3 �` SPP q3 (N) .3,4,5,6 2x6 Brace required.oa any web exceeding 19'. _----MA7(, ABACTIONS pER H6ARIIiG LOCATION----- BC FORCE AXL BHI) CSI 2z3��' SPF #3 (N) �8,10,12,15 2X4 TRANSVERSE BItACING nailed flat [o edge R-LOC Vert Horiz Pplift Y-LOC 2ype 14-13 1083 0.27 0.25 0.51 .2x3 �, SPF pl/N2 (N) 11,17 of�web"ti1Eh 12d'naile at 8" o.c. TRANSV6Rgg 0- 1-12 1239 0 0 HOT pII7 1342 1080 0.26 0 10 0.37 2x3 . SPF #1/#2 (N) 13,16 BRACIIiG to'exGead Eor. cmtar 80} of le�gth. p9- 6- 4 1239 0 0 BOT H-ROLL 12-11 1080 0.26 0.14 0.40 W&OC2S: 2x4 ' SPF ql/#2 (N) []: Plate OPFSSf fxffi joint�ceuter. Refer MOLTIPLE 7qAD5'-- Th1e deeign Se the 11-10 778 0.19 0.14 0.33 All CB�R&SSION Chorde are aes�ed to be to Joint Detail Report. � ccmpoeSte reeult oP multiple loade. 10- 9 lOBO 0.26 0.14 0.90 con[inuouely braced unleae noted otherwiea. Thie design baeed on chozd bracing applied wind analyeie baeed on: AS(�-COmbined, V= 75 9- B 3080 0.26 0.10 0.37 t9il[ LivE IqnD n&PLECfION: per the following echedule: � Mpg, Ie0.90, Mean H t.=15.0 ft, 9- � lOB3 0.27 0.25 0.51 L/999 � ' � ' Mmc O.G Fr� To � internal g �P� Ca[. C, L=-0.07• Da-0.07• T�-0.13" f- � 36.0• 13- 3- 6 16- 7-�0 Pieeeure coef. I, iaterior zone. W6B FOR(� WSB FOACE MA% HOAIZONTAL DSFLECTION: Bracing elwwn ie for vieual purpoeae only. 2-13 128 4-10 361 T= 0.07• � � 2-11 -399 5-10 -900 341 361 5- 8 129 . ' ' � 3-10 4 ENID e 1.15 � . � � � � 13-0-10 3-6-12 13-0-10 1 2 . IS io o NGpP�' •i o � � [6X10 t 6X6] � � I � [6X8] . ' 6%g] I 11-I1-13 � ll-Sd � I 0-6-9 � I 0-6-9 � � [SX6] [SX6] SX6 SXIO 2X4 � 2X4 . 3X6' �� . . i 0��nu�nrq ' . � i ��N10 E. q�c n i n •,�'' Q' C'No. F ��' 29-8-0 :P lbqq2 % � l4 13 12 11 10 9 �8 7 '� STA-_ �� ,.. . :' 0-10-812J9q 3.50" �: � 1239p 3.5�0'1�8 ' 29-8-0 �� , IND)ANA , GABLE STUD PLATES (68) 2S�'� � . � �gl� I-1-11) � �`� ��? EXCEP7' AS SHOWN PLATES ARE TI,20 GA 7'F,S['ED PER ANSI/'['PI 1d995 �'� Studs � I-0-O o.c. scale = 0.1250 �%�0,�. V\�: � WARiNING: READ�ALL NOTES ON THIS SHEET. I Eng. Job: � WO: �''iFSSIO��NAI. ��o`� � �� j A COPY OF THIS DRAWING TO BE GIVEN TO�ER�CTING Dwg: CENTEX . Truss ID: NSC �/-_��,(�L CONTRACTOR. � Dsg�r: 7Rii C��k: Date: ll-17-00 �. - TRU55 MANUFACTURING / � TC Live 20.0 sf DurFac-Lbr. 1.15 �� BRACING WARNING: I P �r COMPANYINC. erxin�ilxiwnimmisunwinil�iavcrm�imhncinr..iNnndne.�ulhncinrurtlmilanruini TCDead ]0.0 psf DurFac-PII: 1.15 \ PO BOX 418 �+�mm�i..n�onkn�um�e�:�m.w�wi.�nm�an<<,ww��ny�n�um�ea.aeMr. xnai�a O.G_S acin : 24.0 aln�wn 6 fm lamnl n�ryxn af tr '-"-mM1en nnlY��c nucklinp lenL'N. Pmvisinm mun pe BC Live 0.0 psf $ B WESTFIELD IND 46074 mndcwuxMrtla�enlhruin{ uxlspttlfiellucaiiiwdem�mlmlFytM1ehullJlnyJnlrncr. DQ Criteria: TPI AJJiiidndbnclnp�ofitienrvtu _ -�ryl�ereyulrcJ. (SeeHIB�91n(TPI). FuripeelM BC Dead ]0.� P5[ •� WH[RE QUALITY'COUMS ws hnciny rryuircmrnu,.cnnuu m V Icsit�er. (Trvv Plam ins�iwlq TPI,is LamcJ a Co�,.: ��1'PI 1-1995 39]D'OnnGin ori.<:M��n��.w�Y„� mut. . TOTAL 4�.� PS( •QI. ��. - Z 4 2- CENTEX 2625 MODEL 1213 < WO: TI: N TY:9 TC FORCE pBI, g.ID �I TOP CF[OADS: 2x4 SPF #1/q2 (N) 1X4 continuous lateral bracing attached wlth =_�. _��=__=z�7oint Locatione=�__=_____�__�_ 1- 2 -1523 �.03 0.50 0.53 BOT (7[ORDS: 2x4 �.SP£ pl/#2 (N) �- lOd naile each m�ber where ehown.Bracing 1)1 0- 0- 0 6) 29- B- 0 11) 13- 0-10 ?- 3 -1150 0.02 0.99 0,52 WEBS: 2x4' �SPF #1/#2 (N) MUST be poei[ioned to ptovide equal unbraced � 2) 6- 5-11 7) 29- 8- 0 12) 8- 0- 0 3- 4 -77g 0.05 0.25 0.31 2x4 ��SP£ STVD (N) 1,7 aegmente OR-2x4 "T" brace may be nailed flat 3) 13- 0-10 8) 23- 2- 5� 13) fi- 5-11 9- 5 -1145 0.02 0.49 0.51 2x4 �SPF µ3 (N) 2,6 to edge of�web'with 12d naile ettd 8• o.c. 4) 16- 7- 5- 6 -1524 0.03 0.50 0.52 WEOG6S: .2x4 ' -SPF #1/#2 (N) Srace muet extend at least 90t of web length 5) 23- Y� 5 10) 16- y_ 6 19) 0- 0- 0 ❑ : P1ate,OFFSL+f, from joint center. Rafer 2x6 Brace required�on any p.ey 9RCeeding 14�. ----MA7(_ gEpCLIpNS PeR HEAIiING i.00TTION----�- BC FOR[� A7y .gDID CSI to .loint Detail Report. A31 C@]PRESSION Chorde are aee�med tu be X-LOCA Veit Horiz 1A-13 1083 0.27 0.25 0.51 Thia design baeed on chocd bcacing applied continuouely bzaced�unleea noted otherwlea. 0- 1-12 1239 0 �lOft80T� P�e 13-72 1980 0.26 0.10 0.37 per the following echadule: � � 12-11 1060 0.26 0.14 0.40 � p,C. �� Tp ' �9- 6- 4 1239 0 0 eOT H-ROLL 11-30 778 0.19 0.14 0.33 }TC I � 36.0^ 13- 3- 0 16- 7- 0 � � �� 10- 9 1080 0.26 0.14 0.40 Hracing el�own is for vieual puipoeae only, �' 9- 8 1080 0.26 0.10 0.37 MA7( LPIS Ippp DEFLECTION: � B- 7 1083 0.27 0.25 0.51 L/999 � ' �' � ' L=-0.07•. D=-0.07" T=-U.13" � I WEB FOACE WEH FORCE MA7( HORIZONTAL DEFLELTZON: 2�-13 114 4-10 361 �T= 0.07^: ' 2-11 -399 5-10 -400 - I 3-11 361 5- 9 115 . � . � 3-10 q Nme = 1.15 . - '. - ' . I ` :. . , ll-O-IU 3-6-12 13-Od0 � 1 2 5 6 io ao NGAP4 -i o . ... � � � [6XI0 t �6) � � ' ; [6X81 6X8] . I l-I 1-13 � 11-5-1 � � I 069 � 0-6-9 . ' � [SX6] 2X43XG . SX6 SX10 �2X4 [SX6] I 3X6 '' ��f q��pq � _ ,��N\O E. A�c., n I fl �QC� CL GNo. F F�'; 29-5-0 ' : I84a2 ' 14 13 12 � 11 10 9 8 7- 1239p 3.50" 1239N 3.50" _� STq�F {i- c o-io-s 29-s-o uL iu s _ INDlANp - �ai-t-ii>� �" ! �I_.i_i_ii) � A�_ ��' EXCEPT AS SHOWN PLATFS pRE TL20 GA TF,SfED PF.R ANSUTPI 1-1995 scale = 0.1250 �'��FF �f��,:� � � � WARNING: 12EAD ALL NOTES ON THIS'SHEET. '. Eng. Job: �yp; '•,,SS/ONAL ��o`� A COPY OF THIS DRAWING TO BE CIVEN TO ERECTING nwg: CEtV'PEx Truss ID: N n�uurt CONTRACTOR. � ! Dsgnr: TRIi Chk: Date: lld7-00 �w.-� . TRU55 MANUFACTURING � � ' TC Live 20.0 COMPANY INC: BRACING WARNING pst DurFac-Lbr: 115 POIB�X418 �hpk'`� "�hiJ� inyl � runhacb mlhn�inr �nalbeiy � !imimrhncing TCDead 10.0 psF DurFac-Plt: I.15 p f lie h IJ y Jcfib rJ h M1 m ihc s JocJ hy�M1 h IIJi y J eiyrcr &�img . WESTflELD�WD46074 -°� � � -� °" � �" � �r � .�k��^��sN P^ .�„��m�,�n� BC l.ive 0.0 psf� O.C.Spacing: 1A.0" . . �M1 I I F �p � J�,pai iN I -n�Jc�erm MJ�y iM1c M1uIIJ ny Je�iy�kr ...y�,l p�l �YM1e�yu N. (SeeHIB91o(TPI) F,.yK��r� BC Dead 10.0 sf D��f r teria: TPI � AJ� ...I Fr y f J� P WHCRE QOALI'fY COUNTS i u�hrdiinC r y r m �.�" �i � '.Je.ie� (T 6.P6m Insimm TPI,�x Lx�a�d n Coc �-•�TPI 1d995 � se�o o�,tr�o o�i.r,m,a,�,�,M_.. - n9�. TOTAL 40.0 psf � j 4 _ O�iign: M1lmrir ,bu�lvnr lOtl PATIL CITF6'-LOKI(IIN . . qcp nr ni m CENTEX 2625 MODEL . 1213 WO: � TI:N1GE TY1 TC FORCE AXi. BND CSI TOP (R30RDS� 2x4� �SPP #1/#2 (N) X4 TRANSV&RSE BRACING �iled flat to edge =_ __=___>zqoint I.ocatione====__________: e0T CEiOROS� 2x4 � ,SPF #1/#2 (N) �f web with,l2d naile at B^ o.c. oY a SCAB ��7.) 30- 0- 0 18) 18-10- 0 35) 20- 2- 0 �HC FORCE AXI. HNp CSZ GA6Lfi SR'W: Ac3-' �-SPF p3 (N) of Uie sama dimrnaion and grada ae �aebi 2) 1- 6- 0 19) 20- 2- 0 36) 18-10- 0 2x4� -Spe STqD (N) 6,16 nailed to'i£ace(s) of�web with lOd naile 37 2-10- 0 20) 21- 6- 0 37) 17- 6- 0 WEB FOR(�. AXL HND CSI 2x4" SPF �{3 (N) 7,15 etaggered�8" o.c. SG+B.or TRANSVERSE ' 4) q- 2- 0 21) 22-30- 0 38) 16- 2- 0 49- 2 0 0.00 0.04 0.04 2x4�' SPF��1/�2 (N) 8,9,10,11 BRACING,to esta�id foY 804 of web lengtti. 51 5- 6- 0 22) 23- 0- 9 39) 19-10- 0 98- 3 0 0.00 0.13 0.13 ^ 32,13,14 2X6 BRACE req'd oa-aay web exceeding 14' 6) 6- 7- 7 23) -24- 2- � 90) 13- 6- 0 47- 4 0 0.00 0.27 0,27 wE�c:ES: 2x4 : �.SPF R1/q2 (N) ^!• :denotes-ON6;edge or ONE face � 7) 6-10- 0 24) 25- 6- 0 41) 12- 2- 0 46- 5 0 0.00 0.46 0.96 2X4 TINN^VEASE BRACINo aailed f1aE._to edge. �••i•.dexwtea�,BOTIi�edgee or BOSH facee 8) 8- 2- 0 25) 26-10- 0 42) 30-30- 0 45- 7 0 0.00 0.70 �.70 ot wrb with 12d naile at 6" o.c. TRFtiSVER,qE Analyeie"-Daeed on Simplified Analog Model. 9) 9- 6- 0 26) 28- 2- 0 43) 9- 6- 0 44- 8 0 0.00 0.72 0.72 . BRACING to e�ctend'-for ePnter 80}'ot length. q�; pla[e_OFF^>EP'�.fr� joint center. Refar 10) 10-30- 0 27) 29- e- a 44) 8- 2- 0 43- 9 0 0.00 0.96 0.96 M[7[.TIPLE [qADS -- Thie deeign ie� the" � - to Joint'Detail ReporL. 11) 12- 2- 0 28) 29- 8- 0 �45) 640- 0 42-30 0 0.00 0.71 0.71 cam�oeite tesult of multlple loaBs. . All Cp�RESSION Chords are aeeimed to be 12) 13- 0-1� 29) 28- 2- 0 46) 5- 6- 0 91-i1 0 O.00 0.89 0.89 Thie deaign baeed on chord bracing�applied continuously braced unleee noted othaxwiee. 13) 13- 6- 0 301 26-1�- � 47) 4- 2- 6 4043 0 0.00 0.34 0.35 per the following echedule: Wind analysie based on: �ASCB-C�bined, V- 75 14) 14-10- 0 31) 25- 6- 0 48) 2-10- 0 39-14 0 0.00 0.3A 0.35 Max O.C. Fzun To MPH, L0.90,.�Mean Hgt.=15.0 £t, Exp. Cat. C, 15) 16- 2- 0 32) 24- 2- 0 49) 1- 6- 0 38-15 0 0.00 0.34 0 35 }TC 36.0" 13- 3- 0 16- 9- 0 internal preeeura coef. I, intarior zone. 16) 16- 7- 6 33) 22-10- 0 50) �- 0- 0 39-17 0 0.00 0.89 0.89 Bracing e}iown ie for vieual purpoeea only. 17) 17-� 6- 0 � 34) 21- 6- 0 36-1B p p.00 0.71 0.71 ' � ' '"-'MAR. RFAGTIONS PSR HEARIIiG LOCATION""' 35-19 0 0.00 0.96 0.96 � %-LOC Vezt Horiz .1ypa 34-20 0 �.00 �.72 0.72 . � . .. �' 0- 1-12 0 0 �1�iftHOT� PIN. 33-21 0 0.00 0.70 0.70 ' �. � 29- 6- 9 0 0 0 BOT H-ROLL 32-23 0 0.00 0.46 0.46 31-24 0 0.00 0.27 �.27 . I ' 30-.25 0 0.00 0.73 0.13 � 29-26 0 o.aa a.o4 o.a4 � - . weE Foxcs ives FORCE � 13-0-30 3-6-12 13-0-]0 x.�m = 1.15 � , � � .1 2 3 4 5 6 7 8 9 10 ll2 1��Ia5 lb7 18 19 2021�283�24 25 262 , � 10 00 1�(,/�Q§ Z7�4 ZXQ -10 DO - . � � [3X8 +3Xq� 2X4 . . � 2X4 2X4 � �. 2X4 2X4 (SX6] 2X4 2X4 2X4 2X4 2X4 . � ll-lld3 ZX4 � X4X4 11=5d 2X4 . . �_6_y �2X4 2X4 0_6_9 . � � � [sx6� Zxa zxa zxq zxa zxa sxa zxa zxa zxa (sxc� � . . 2X4 2X4 6X6 2X4 2X4 2X4 2X4 6R6, 2X4 2X4 � 2X4 2X4 �P��ainhi�� - .' i . . �r�N�o E. q�;•.,, :Q`�� Grvo F FC`n'' .. . , z9_s.° ��.. � lbqqp �' SO49 48 47 46 45 44.43 42 41 40 39 38 37 36 35 34 33 32 31 30 292 - STATE OF �� o_io s aa sso�� oa 3.so" ��` INp` 1qN � cx�-i-��>'� f 29-8-0 � A��_� �� EXCEPT AS SHOWN PLA7'ES ARE TL20 GA 7'ES"IED PER ANSUTPI 1-1995 ' SWds � I-4-0 o.c. scale = 0.1250 �%�OF V\��` WARN{NG: READALLNOTES�ONTHIS�SIiEET. : Eng. Job: � WO: ��'�fSS�ONAL ��.�`��` � � A COPY OFTHIS DRAWING TO BE GIVEN TO ERECTING Dwg: cEN['Ex Truss ID:NIGE �,I��^� ,. � CONTRACTOR. i Dsgnr: JRH Chk: Da[e: 11-17-00 , ("'7�""'� TRUSSMANl1FACiURWG Brxn � ('�„�IJin��J ' �"`"` �� '"�""!"6.n."��nn��x�;,,;mu n.�, TC Gve 20.0 psf DurFac-Lbr: 1.15 �� COMPANY INC. BRACWG WARNING l �s TC Dead 10.0 psf DurFac-PI[: 1.15 ` PO�BOX 418 n°� �';i�i� �:rr n i� � �heh�hIY� J �hukli�L•� un �e�:�i�,Kem�:��° BC Live 0.0 psf O.C�.Spacing: 24.0" . � WESTFIEID lN0 46074 ro;a�i��.zn i.�n�tir i bn mm�ir.ai n�insd�ermi JbyJehuiWinpJcsi6nec $C A¢2H 10.0 sF. D�` .Citeria:TPI � AJJ mmal h i b f M1 vcnll ^aY M1�rcyu rN (See HIO 91 ofTPp Frcspen(c- j� _ WNEREQVAIITYCOUNTS tm�ihncind 4ulr u� d v csiyner. (TrvssPlx�elnswme TPI, spn�e�Nn CO(�. -T(�11-iQ95 -' S8J D'Onul I D I M J�vin w: � ..��vt TOTAL GOA PSF V: 1. L„ -3284 - 7 CENTEX 2625 MODEL 1213 � �R� �%S• 8ND CSI TOP (710RDS: 2X9� SPF �{1I�2 (xl WO' TI: Nl 'I'Y.7 1- 2 -1523 0.03 0.50. 0.53 BOT CF{OROS:'2x4� SpF q1/$2 (p.� ix4 continuous lateral bracing aGhached with Z- 3 4150 0.02 0.99 0,52 WEHS: ' 2x4� SPF ql/p2 (N) �Z' lOd naile each memUer whara ahrnwn.Btacin II1 - "'='JOint Locations====_=�_e==_=�_ 3- 4 -779 O,p5 0.25 0.31 MOST be po8ltianed to 9 ' � � ➢�- 4 6) 29' B- 0 11) 13- 0-10 4- 5 -1195 0.02 0.49 0.51 2x4� SPF STUD (N) 1,7 Prwide equal' unbraced 2) 6- 5-11 � 7) 2g_ B- 0 12) 8- 0- 0 .' 2x4' SPF p3 (N) 2,6 a�°te OA 2x4 •T• brace may be nailed flat 3) 13- 0-1D 8) 23- 2- 5 13 5- 6 -1524 0.03 0.50 0.52 WEp6gS: � 2x4: SPF ql/p2 (N) to edge�of web pith 12d naile epaced 8• o,c. 4) 16- 7- 6 9 21- [1: Plate OFeSSf from joint center. Refer 2x6c8ra etzaquiredaonleast 90t of wab 1 � 8- �-0 19) 0- 0-ip BC FYIRCE p7([, g�.y7 �I ength 5) 23- 2- 5 10) 16- 7- 6 14-13 1083 0.27 0.25 0.51 ThiatdeeigntbeadioaRChord bracing applied continuouely braced�unl8eee noted aCha¢�,ee. �_ �2 ��90NS-pER BEAnING LOCATION----- A11 COe�RESSION Qiorde are aee�ad to be X-Loc Vert Horiz 13-12 lOBO 0.26 0.10 0.37 per the following echedule: �7plift Y-t,ec Zype 12-11 lOBO 0.26 0.19 0.40 Max O.C. FIOm ' 0 HOT pp� 11-30 778 0.19 0.14 0.33 n To ' 29- 6- 4 1186 0 0 BOT H-ROLL 10- 9 lOBO 0.26 0.14 0.40 Hraci�g ehawn3ie�for viaual � 16- 7- 0 9- 8 1080 0.26 0.10 0.37 � L� �� DB��,=�Np��°eee only, � B- 7 1083 0.27 0.25 0.51 L/999 : . �H �R� �B �R� Ls-0.07^.D�-0.07" T�-0.13^ 2-13 119 4-10 361 � HORIZONTAL DEFLECPION: . 2-11 -399 5-10 _gpp T. 0.0�,• � . . 3-11 361 5- 8 115 � � l40 4 NMB = 1.15 � ' RM ll-Od0 . 3-6d2 13-0-]0 � 1 Z . . S 6 1 0�GQ�'f -10 00 � � , �- �6X10 } 6X(] _ [6X8] 6CHJ . � I1-11-13 � � 145-1 � ' 0-6-9 I 0-6-9 T1 � ' � I �5%� . 3X6 SX6 SXIO 2X4 [SX6] � . . . 2X4 � JXG �a��uiui . . . ` ,�ON\0 E. q��, n ;��. � G STE F': n No, c^ 29-8-0 . 16442 �: Iq � STA� T' �: � - 0-10-812J9L3.50" 13 12 11 10 9 8 1187p J.50" =� /ND1Alyq = cai-i=ii�°� zv-s-o � A_ �� EXCEPI' AS SHOWN PLA7'ES ARE TL20 GA 'PE51•gD PER ANSI/TPI 1-1995 �i�O,r G\�� - � scale = 0.1250 � � : �i WARAIING: READ ALL NOTES ON THIS SHEET. L:�g. Job: �yp; °'.FSSIONAL E��•� �� A COPY OF THIS DRAIYING TO BE GIVEN TO ERECTING Dwg� CENTEX Truss ID: Nl '�ninnu � • � TRUSS MANUFACTURING CONTRACTOR. - Dsgnr: lFiH Cnk: . Date: 11-17-00 COMPANY INC. BRACING WARNING: � 'PC Live 20.0 psf DurFac-Lbr: 1.15 s..�5�e.n��.,�,,,,,n�,u�,.;�y;,,,,n�,.��i,,,,n..a�c,Wi�wn.x�mx,rv,�„in...ine,,.emai�.n„��mr TC Dead 10.0 psf DU�FaC-PIt: 1.15 PO BOR 41 8 ��h�s�pa�nf iM1e builJin�J<drn nul whia�mus te nm�iJerN M1y ihc pullJinC�dkncp Bruciny WESTFIELD�IND 46074 m°;""ishv°"°�°'^�"'"°r'""„"°'"^°°�°^�r,,,��n�=t��e��cm. e,,,.;.�,„,m,,,�� BC Live 0.0 sf O.C.cnacin : 24.0" .. �uc�o,nnxlnminnclnrno'-�•IyccilicuhkviiamJnnmircunr�Rlwuain�Jcsicmr. � P % WIIEREO��LRYCOUNTS ��""°��"sO��'^Tnpe •nylmnyuircd, (SmHl9-91ofT4p. Rx�wa�if BC Dead 1�.0 PS( D�4 -i[eria: TPI irvss M1ndnC rcyuiromenu, cnnm c�iynvc (Tw�Plau Irtuiiwe,TPI,i�I¢auJ n Code_ TPI 1-1995 ._ StJD'Ona6bOrivqMa�isun,Wia,n !19), TOTAL ./,r„ �m„ - 4�.o p V:�� . e-32 sr 4 n•�;�•,�� ' . inrr wnr r�•rx�.-int�",rc ' CENTEX 2625 MODEL 1213 WO: TI: N2 TY:2 TC fORCE -AXI, �gDID CSI TOP CHORDS: 2x4 =. SYF� #1/#Z (N) SX4 continuous latecal bracing at[ached wi[h �==�Joint Loca[ione�====F====zz_�� 1-�2 -1506 0.03 0.50 0.53 BOT CHORDS: 2x4.� ` SP£ #1/#2 (N) �2- lOd naile eac5 mn�Uar wheze ehowv.Bracing L1) 0-�0- 0 6) 29- 4- 8 ll) 13- 0-10 2- 3 -1132� 0.02 0,50 0.52 WEBS[ 2x4 .SPF ql/q2 (N) MUST be poeitioned to provide equal unbracad 2) 6- 5-11 7) 29- 4- 8 12) 8- 0- 0 3- 4 -763 0�.05 0.29 0.34 �2x4 � SPF STUD (N) 1,7 .eegmavta�.OR 2x4-'!"T" brace aay be nailed flat 3) 13- 0 10 8) 23- 2- 4 13) 6- 5-11' 4- 5 -1117 0.05 0.47 0.52 2x4 ' SPF q3 �(N) 2,6 .to edge�of;web-with 12d naile epaced 8" o.C. 4� 16- 7- 5 9) 21- 8- 0 1$) D- 0- 0 5- 0 -1408 0.06 0.42 0.48 SLIDEAS: 2X4 . SPF #1(N2. (t7j� �Brace mueE�extend.at�leaet 90} op w� length 5) 22-11- 9 10) 16- 7- 6 �- 6 -846 0.01 0.19 0.20 W6IX,�E5: 2x4,' �SPF pl/#2 (N) 2x6 erace required'�on any web exceeding 14'. ----MpX, pEA�T10NS P&R HEAAING.I,OCI�TION----- + Denotes 90 degree pla[e orientatlon. (]; plate`OFFSEP. ftcmi joint center. Refer X-LOC Vert Horiz ilplift Y-LOC lypa BC FORCE AXL BND CSI All CO?�RESSION Chords aze aeeumed Eo be� [o�Soiat D`etail' Report. 0- 1-12 1227 _ 0 0 HoT .YIN 14-13 1069 0.26 0.24 0�.50 continuouely�braced tinleee noted o[herwiea, ��Thie deeign based os�choid bracing applied 29- 2-12 1175 0 0 soT x-ROia. 13-12 1067 0.26 0.10 0.37 MAX LIVE�Lppp D6FLECTION: peI [he follop�ing. eChedule: 12-11 1067 0.26 0.13 0:4� L/999 - - . Maz O.C. From qo 11-10 764 0.19 0.14 0.33 L�-0.07^ D='-0.07" T=-0.14^ }TC . 36.0" 13- 3- 0 16- 7- 0 10- 9 1020 0.25 0.15 0.4� MA% HORIZONTAL DEFLfiCPION: Bracing ehown ie for vieual purpoaea only. 9- 8 1020� 0.25 0.�8 0.33 T= O,OB^- - 8- 7 1022 0.25 0.30 0.55 � ,- , WEH FORCE WEB FORCE � . � 2-13 115� 4-10 332 ' � 2-ll -400 5-10 -341 � 3-11 361 5- 8 105 � � � 3-10 -1 - � ' . HMB = 1.15 . . - 13-Od0 ' J-6d2 12-9-2 � . . 1 2 �.� ._ 5 6 � . . � � I Op 0 �{��.{�QS -1000 � � . [6X10 t[6X6] � � [�91 6X81 -- . 11-11-73 � 11-5-1 . . . � # 3X4 . � 3X4 �. . . - 0-6-9 p_q_g � � ' � [SX6J 3X6- SX6 SX70 2X4 j5X10] � . 2X4 . . 3X6 �1+tnnu�Iryq . . . . . �.�`�N10 E. qA,,, � n '��,� � c srf cF°;,; xva-a No. F I�42 14 ll 12 . - 11 10 9 8 7 = STATE �' o-IO.e iz2�s 3so�� ii�sa s.so�� :{} -F = � ��-' - �� L 29A-8 . (Rl-1�-11) I r, 5 A 'ND�AN= �-`�' EXCE[''I' AS 5HOWN PLA7'ES��ARE TL20 GA TESPED PER ANSI/TPI 1-1995 scale = 0.1250 4.. %�'D,i. V\�.` WARidING: READALLNOTES�ON.THISSHEET. Eng. Job: � � WO: �'�i''�,S/OryA� F'��`` � . � A COPY QIi THIS DRAWING TO BE GIVEN�TO�ERECTING Dwg: CENTEx Truss ID: N2 �� CONTRACTOR. Dsg�r: .iRli Chk: pate: ll-17-00 �..._• TRU55 MANUFACTURING gRACING WARNING TC Live 20.0 psC DurFac -Lbr: 1.15 COMPANY INC. s� yxMwmmm�.q �ngi � reu�nn,,,,. � �,;�n�;,,r n�min�,��b�..Amu..n...anx TC Dead 10.0 psC DurFac-Plh 1.15 PO BOX 418 n�n y.�n f Ne hu IJin�Jvs rn�rvJ whicti mua he cimsNereJ hy ihe hu IJmr Jci yncr e�..�� O.C. S acin : 24.0" . WESTFIELD IN6 46074 `"""'" '�'^Ia�cnlwpm�nnfwumemFcriu�lymrcJuaetiucklin�leng�h. PmvuL�mmm�M1e BC Live 0.0 , ps! __P b' maJe m azhur lmc al ha �6,� �w,�irru i K,��,aratm��nY�n�m��m��drs�e��. Des% � .riteria: TPI AJJ i �ml h � (IM1 -�cnll c meY� y N. (Sa HIB 91 nfTPl) Fur ry�milic BC Dead IQ.� �ISf W HERE Ql1Ai,iTT COUNTS i c bnJnk yvlrcmrnu, u nu 'csly c [Irvss Pivm Inniw¢,TPI, s lu�¢vl n� CO(�. �TPI 1-If95 �� - se�o�oM,r.,,,o.�.�,m.ut.��;wix�d� �ie7. TOTAL 40.0 psf � ],� �, : ygq 9 CENTEX 2625 MODEL 1213 W0: TI: NN TY:6 T� �'�1R(� AXL B!ID CsI ToP CHORDS: 2z4 SPP pl/#2 (N) lX4� contrnuou6 lateral bracing a[tached with »______=z==JOint Locatio[ls»=s=a__=��=aa� 1- 2 -1523 0.03 0.50 0.52 HOT C7{ORDS: 2x4��.� SPF pl/p2 (N) �- lOd naSle each member where ehoan.HZacing cLl) 0- 0- 0 6) 23- 0- 9 11) 21- 4- 0 2- 3 -1190 0.02 0.49 0.51 2x6. �. SP MBL-73 4 MVST be'poeitioned to provide equal unbraced 2) 6- 5-11 7) 27- q- 8 12) 15- 3- 8 3- 4 -850 0.06 0.29 0.35 WEBS: 2x4 . SPP #1/�{2 (N) eegmPSte OR 2x4 °T" brace may b¢ nailed Elet 3) 13- 0-10 8) 29- 8- 0 13) 13- 3- 8 4- 5 -1607 0.09 0.39 0.93 2x4' � SPF STUD (N) 1,7,9 [o edge of web with 12d naila epaced 8" o.c. 9) 16- 7- 6 9) 29- e- 0 14) 6- 5-11 5- 6 -1453 0.03 0.38 0.41 �2x4, � SPP q3 (N) 2,8 Brace muet.erztend at leaet 90$ of web lengCh 5) 21- 4- 0 10) 27- 9- 8 15) 0- 0- 0 6- 7 -1611 0.09 0.92 0.51 WEDCgS: 2x4 SPF pl/$2. (N) 2x6�Hrace sequired on any web axceeding 14�. ----�, p��IONS PER HEARING Sd)CATION----- 7- 8 -2821 0.14 0.19 0.33 + Denote9 90 dagree plate oriantation. (]: Plate OFFSET from joinC center. Refer X-LOC Vezt Horiz Uplift Y-LOC lypa All C�RBSSION Qnrde ate aeeumed to be to Toint DeCail Report. 0- 1-12 1239 0 0 BOT PIP HC FOACE AXi, gNp CSI con[inuously braced unleee noted othenwiee. 'Pfiie deaign baead on chord bracing appliad 29- 6- 4 1239 0 0 BOT H-AOLL 15-14 3083 0.27 0.25 0.51 PAX LIV6'IqAp DEFL6CfZON: per the following echedule: 14Q3 1080 0.26 0.15 0.41 L/999 � . ' . Max O.C. FY� To 13-12 871 0.21 0.04 0.25 L�-0.13^ D.-0.13" T=-0.26" + TC � � �36.0" 13- 3- 0 16- 7- 0 ' 12-11 837 0.20 0.14 0.)5 MA% HOAIZONTAL DEFLECTION: Bracing ehwrti ie for vieual puxpoeee only. 11-10 2019 0.99 0.14 0.64 T= 0.12^ 10- 9 223'/ 0.12 0.19 0.31 ' � � WEB FORCE WEB FOACE � � 2-14 114 9-11 741 - 2-13 -400 5-11 -347 . . ' 3-13 -37 '/-11 -879 � 3-12 367 7-10 802 ' . 4-12 100 � ' ' AMH = 1.15 '. 13-0-10 3-6-12 17-0-10 � 1 ' 2. � 5 6 7 8 . . 10 00 ��P� -10 00 . . . (6X10 +[ X10] � 3X6 �6X8] 3X6 � 11-11-17 I1-5-1 � SXIO] 0�-9 � � 0-6-9 . . � � [SX6] 2X4 . . [6X10J+7X81�Q [HY20-7XI0.4J T .. _ SXIO �6gg� I . . ' . . � 6.00 i '1 6.00 �,,.N��'E"A,,,, ^ � ;,;�Q ,p�., :2' p, G S 7 f`;. - 17-3'8 -0' 12-i-0 -p_ ;Q No. F � � 16qqp % -� 15 14 . . 1 12 11 10 ^� STA� r- �= � . ' 0 10 8 1279A 3.50" 1239p 3.50" 29-8-0 �'L._ 1�'8 � A rND-� ��N� �� EXCEPC AS. SIIOWN PLATESRARE 1TL20 GA 'I'ESTED PER ANSUTPI 1-1995 ��(RI-i-11) 4.= scale = 0.125U ,'��FF NG��`� WARNING: READ ALL NOTES ON THIS SHEET. Eng. lob: � WO: ��'��,SSIONAL F'�.``�� A COPY OFTHIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX � Truss ID: NN ��1jjjj11 lhgni': lRli Chk: Date: 11-17-00 � � � CONTRACTOR. �+ . TRUSS MAUUFACfURING gRACING WARNING: ' � TC Live 20.0 pst DutFac-Lbr: 1.15 COMPANYINC, e,.,:m�,m..��mi:a..i„�i:��n�.�m��n�..mr;w;,,un�..m�,�o.mn..�;��,,.nmu„�nn�m¢ TC Dead 10.0 psf Du[Fac-PIL• 1.15 PO BOX 418 whichis�rynof�heLUilJlnpJesi{narvJbM1lcM1mmiFe2unsWcreJAyJmhuilJinCJsd�rcr. Bncin¢ O.C. S acin : 24.0" WESTfIELD�IND.46074 •M""""n""�°•p,°nw.��rtu�m�mn�,.,�y��.�a�.rn��er��i.�rm. r.��.i.u„„m„vM BC Live 0.0 psf p g m.u.��.�.n�.w.�in...mcn� �,uy,xmNUC.n��,aa.�t�M�n�ua��e�:tcrc.. Desi .riteria'TP[ n�am�in..��,rur��„r,n vmayhcmVUlrcJ. (SeeH18-91ufTPp. Frqwif BC Dead 10.0 psC � WHLR[QUALItTC0UM5 wuM1naln�rcyuircmcnu, enm: - ��dpircr. Rryi+Pb�elwiwlqTPl,IsLFaiNai Cod � � TPI1d995 � saio•oM,m��o,i.�,m.umm,w�,.��r ..�iq�. � TOTAL 40.0 psf : l. 1 .-�2R47-4 n,�,�.,, �e,,,,� „�„i � , ,,,,,,, ,,,,,,,,,,��.�,,., � CENTEX 2625 MODEL � . 1213 W0: TI: O TY:1 TC FORCE AX[, gNp CSI TOP CRIORD5: .2x4' _ SPP ql/#Z (N) ❑; plate'OFFSEL from joint center. Refei =�_ ___==_��7oinC LOCations======__se_z 1- 2 -559 0.00 0.38 0.38 BOT C}iORDS: �2X4' � SPF {{1/�2 (N) to Joint De[ail Report. =1) LO- 0- 0 3) 12- 7- 8 5) 6- 3-12 2- 3 -559 O.pO 0.38 0.38 WEBS: �2x3 � SPP #3 (N) All CW�ItESSION Chords aze aesw�ed to be 2) 6- 3-12 9) 12- 7- 6 6) 0- 0- 0 MAX LIVE LOAp D&PLEC1'IpN: continuouely btaced unleae noted othexwise. ----T2p7(. [�p�I0N5 PER BEAAING L(xpTION----- BC fWRCE AXI, gpp CSI L/999 ' 6- 5 344 0.08 0.27 0.16 L= 0.00^ D= 0�.00^ T=-0.01^ • X-LOC Ver[ Horiz � Uplift Y-Loc Type 5- 4 344 U.OB 0.27 0.76 MAX HOAIZONfAi, DEPLECTION: ' �- 1-12 555 '0 p g(7p pp� T= 0.02^ � . 12- 5-12 555 , 0 0 HOT H-ROLL WEB FOACE WE8 FORCE � � ' s- s ieo FMB = 1.15 . . . . ' , .. . . ' _�Z - 2 1 � ' . 10 00 -]0 00 SX4 � 6-0-7 � 5-9-I1 . . _ . Ofi-9 0-6-9 � � . I [JX61 2X4 [3X6] I P\P�nq�� . o`�N\0 E. qR�., n ;Q�� Q' GNo. FCF:� � � - 12_�_g � 6 S � 1�4Z � 556p 3.50" 556q43.50" c�r SrA� T= �' u_i°-s � iz-�-e a-L__io-s i A INp� 1= � c cai-i=i,�°� f �cxi-i-iu EXCEP7' AS SHOWN PLATES ARE.Ty20 GA 7'F_SfED PER ANS[/TP[ 1d995 scale = 0.2500 � � ��'` WARAIING: READ ALL NOTES ON THIS SHEET. Eng. dob: Wp; ',�O��SS�ONAL F'��`�`` � � �`- �j A COPY OF THIS DRAWING TO BE GIVEN TO�ERECTING Dwg: CENTEX � . Truss ID: O CONTRACTOR. . Dsgnr: JRH Chk: Date: 11-17-00 � , TRU55 MANUFAQURWG g R A C W G W A R N I N G� ' � � T C L��e 2 0.0 p s f D u r F a c-L b r. 1.1 5 C O M P A N Y..I N C. u.��e=m��m��an��i..Mn«<rn�m we.��g,�w nnai�g,M��m nr��e��nim�iy�nn�i�¢ TC Dead 10.0 s( DurFac-PIC 1.15 PO BOX 4�18 wM1ivhisapmufNeM1UilJin4JesignanlwpichmmihcrnnslJemlpytleMiilJingJCSlencr. 6ncine P O.C. S acin : 24.0" WESTFIELD IND 46074 `�""'"Ori°�""��'n�"'"nnum�mnm„�ye�reaucrnuctrne��e�„. P.��.�:�mum�,�n. BC Llve 0.0 psf P g m��.M�m.i.�„in,..�me.�•' .wv��n�ut,w��.ue��r�azunr��wam�nu�.i�K,. Desi '� .riteria: TPI �wqm��,in.,a��r�,�K,.0 ,„,yn.ny,,;;,,�. �sax�e�si�rtrep. c,.y4.;r� BC Dead 10.0 psC WHERE QUALRY COUNTS uuu hneine rcyuircmenq, mn� � ��vs16M�� (�NU Pb¢Imiiwm,TPI,ie IartN n Cod �TPI 1-1995 .- '� � se�o�oM�rd��o.�.x.M,�;.,,,,.w;�,< �w�. TOTAL 40.0 psf� V: 1 2 4 42 unien: nlm.i� ern,lc�ii IOU�Y.q]C riifr'.l.nA'iHl,v . ..__ _...... ' CENTEX 2625 MODEL 1213 WO: TI: OGE TY:1 TC FORCE N¢. HM) CSI TOP CFi0RD5: 2x4�� -SPF ql/q2 (N) 2X4 TAAHSVErySE BRACING nallad fla[ to edge =_ _____=_�JOint I,ocatione==___�=a_�=��__ BOT IXOADS: 2i4 ' SPF ql/q2 (N) of web wi[h� 12d naile et 8" o.c, o[ a SCAB 1) c0- 0- 0 7) 8-11-12 13) 7- 7-12 BC FORCE AXI, BND CSI GAHLE STUD: 2�r3 ' SPF p3 (N) of the aame dimension md grade ae wPb 2) 2- 3-12 8) 10- 3-12 14) 6- 3Q2 2X4 TRANSVERS& BRACIIiG nailed flat [o edge nailed to face(e) of web with lOd naile 3) 3- 7-12 9) 12- 7- 8 15) 4-11-12 WEB FOACE AX[, gNp CSI of web with 12d naile at 8" o.c. THt�NSVERSE e[aggered 8• o.c. SCAB or TRANSVERSE 4) 4-11-12 10) 12- 7- 8 16) 3- 7-12 17- 2 0 0.00 0.09 0.09 BRnCING to extend far center BO$ of length. BFACIItG [o'extend for 80i of wrb lrngth. 5) 6- 3-12 11) 10- 3-12 17) 2- 3-12 16- 3 0 0.00 0.21 0.21 Analyeie baeed on�Si�lified Analog Modal. 2%6 BRACE req'd on any wab exceeding 14� 6) 7- 7-12 12) 8-11-12 18) 0- 0- 0 15- 4 0 0.00 D J9 0.78 ❑ ; Plata OFFSET fr� joint centea. AeEei °•" denotee ONE edge or ONB face ----1SA%, RFACfIONS PER BEARING LIX"l�TION--___ 14- 5 0 0.00 0.6� 0.62 to Jolnt �at611 Report. "**^' denaCee��HOTRi edgee or HOTf[ facee X-LOC Vert Horiz Vplift Y-LOC Typa 13- 6 0 0.00 0.38 0.J8 All C0.�@AESSION Choxys are aeeumed� to be MUI.TIPLE-,LOADS -- Thia deelgn ie eha 0- 1-12 0 0 0 -HOT PIN 12- 7 0 0.00 0.21 0.21 continuouely�6raced unleee noted othaxwiee. cm�oeite,reeult oE multiple loads. 12- 5-12 0 .0 0 BOT H-AOLL 11- 8 0 0.00 U.09 0.09 ' ' Wind malyeie based on: ASCE-Caubined, Ve 75 � t�H, I=0.90; Mean.Hgt.:15.0 fC� F�cp. Ca0. C� WEB FORC& WEB FOAC& internal'preaeure coef. . I, interior zone. AMH = 1.15 . ' 6 12 � � � 1 2 � 7 4 6 7 8 �y � . . . � ]0 00 -1 00 0 SX4 . . � . . 2X4 X4 2X4 X4 � 6-0� 2Xa 2X4 5 9 11 0-6-9 0-6-9 � � _ ' . � I3X6] 2X4. 2X4 2X4 2X4 2X4 2X4 2X4 [3X6] � ,,�`�pN�� E��A,Q'�• ,P2,� � G STf C'F".: � � � 12 7 I N�' F � 18 17 16 , 15 14 13 12 11 1 . 16942 : . . . = $TA.r .- ON 3.50" Op 3.50" -'f7 -� �= . , : 0108� � 12-7-8 U'�_ 10-8 lND1ANq = ,.. cui-u i=i17� f i �i-i-ii> _ ��` EXCEPT AS SHOWN PLATES ARE TL20 CA '['F_ST[iD PER ANSUTPf 1-1995 Sluds � 1-0-0 o.c, scale = 01500 ,�'A��F C��.' WARNING: REAll ALL N01'ES ON THIS SHEET. Eng. Job: W0: °oFSS�ONAI E�o�� :' � A COPY OFTHIS DRA1�1'ING TO BE GIVEN TO ERECTING Dwg: CEMrEX Trass ID: OGE �� CON7'RACTOR. Dsgnr: JRH Chk: Date: 11-17-00 . (�'� TRUSS MANUFACTURING g�CING.WARNING• TC �ive 20.o psf DurFac-Lbr: 1.15 Y COMPANYINC. erecinesmiwnnn�mwnwlne�+mncmcnunnr�cin¢,w0ulhncins:p��ulhnNn¢or�imil�rhwciny TC Dead 10.0 psf DurFac-Plt I.15 PO BOX 4IB �whic�i��p�nnf�hctwilJinrJeil�nvvlwhichmualiemnsiJcreJbY��M1�ilJinpJeeigxr. BneinL O.C. S acin :.24.0„ m��w,��e r..i.��i�,my�n�r iN..,,,�mn.n�miy e�h�c�m��kros��c�n. r.��.i.i,�,.m„s�m BC Live 0.0 psf ...P S WESTFIELDIND46074 maJeiiunMxhmnlhncin{n�'�--W�sifieJlix�udn�uJememircJhy�LeLUiIJirY�siprcr. DPSI �riteria:TPI ' NIJi�iim�l brclnC��fNe insnll �ray 1¢nyo�rN, (Sec H16-91 afTPp. Forqacific BC Dead 10.0 P5�� Cod� _ TPI 1-1995 WNERE QUAUTY COUNTS wu ha.�ini myuircmew. c.m�a. ' 'csigrcc (Tmu Plaie Irtaiw�e.TPi.h LemeJ u 5s�o�omn.i��.i.�,ra.u�.��,�v;Y��,. �rw�. TOTAL 40.0 psf V' 7,OLo�-32R4 -47 CENTEX 2625 MODEL 1213 T� eoxc� wa. sazrn csx TOP CIIORDS: 2x4� SPF pi/µ2 (N) � WO: T[: PSC TY:1 1- a -601 0.00 0.51 0.51 BOT CF[OR05:�2x4 �� SPF pl/p2 (N) ix4 continuoue lateral bracing attacIled wi[h =��,JOint Locationeve====a�a»=_�o 2- 3 -199 0.�0 0.51 0.51 WEHS: �2xA' " SPF #3 (N) �' lOd naile each me�ber vhere ahown,gracing 1) 0- 0- 0 5) 23-10- 8 9) 6- 0- 0 3- 4 -152 0.00 0.50 0.50 �2x4 ' SPF STOD (N) 1,5 M�ST be poeitioned to provida equal unpraced 2) 6- 0- 0 ' 6) 23-10- 8 10) a- 0- 0 4- 5 -614 0.00 0.51 0.51 GAHLfi STUD;`2x3 ,` SPF. q3 (g� a�enta OA 2x4 ^T".brace may be nailed flnt 3) 11-11- 4 7) 17-10- 8 -7zi . SPF N3 to edge oE web with 12d naile epaced 8" o.c. 9) 17-10- 8 � B) 11-11- 4 BC FORCE AXI, g[� �gI (N) 1,2,5,7 Brace musC extend at leae� 90i of web len th 10- 9 387 0.09 0.32 0.41 'Z�' SPF �1�#2 (N) 3,4 2x6 Braca��required rn�,.apy rirb ¢�ceeding 14', X-Loc� �yert�HOriz BUp�li� y�_j,pA�i��e � 9- 8 381 0.09 0.32 0.91 -zi3 SPp g3 (N)� 6,8 2X9 TRANgVBILSE HRACING.nailed flat to edge 0- 1-12 631 0 ❑ : Plate OFFSET�trom joint center. RePer of weD'with 12d naSle at 8" o.c. T'RANSVpiSE 11-10- 4 980 � 0 � B� PIN e- 7 �391 0.10 0.33 0.4] to Join[ Detall Report. BRACINO to�ez[end for centar 80i of length, 23- 8-12 639 p 0 HoT H-AOLL 7- 6 396 0.10 0.33 0.43 Thie ttuee ie deeigned to bear on multiple M)LTIPLE'ypAps -- �e deei Se Che 0 BOT H-ROLL N� FroRCE 14EB FOR� bem�arked nntcuee 6Shianorlwedceo f ehovld� c � P ul C0��1tSSSION Chprde are aeaw�ed to be mnpoaite reeult of multi le loads, contSnuously braced unleee noted othe[wlee. �- 9 264 4- 8 -519 neceeeary to achieve full bearing Wind analyeie baeed on: ASCB-COSbined, V= 75 2- 8 -515 4- 7 269 MA% LIVE Iqqp DEFLEGRIONf 9 M�H. =°0.90. Mean Hgt.=15.0 ft. D�p. Cat. C. ' 3- e -281 L�999 internal preeeure coef. I, interior zone. �. = 1.15 L--0.01'! Dv-0.�1" T=-0.01^ � MAX HOAIZONI'AL DEFLECPZON: ' T= 0.02" . . . ' 11-11-4 " ' . � 1 11-11-4 2 4 S � � �� . -10 00 I4X6] _ '. [6X8] 6X8] � 11-Odl �� 10-5-15 . _ . � Q-6-9 . . . � � . �. . � - Ofi-9 � - , I �3X6� 2X4 ' . [6X101 2X4 � � � � � . : [3R6] - ..1Plnq�r � � � . , . . . ,�.�QN\0 E. q'�.,� � `e�� G S 7 �' . . H . 160a � �', � IO . � 23 0-8 n . � Z 632N 3.50" .. ..9 . � $ � .6 = ST/�� {7' . . 0-10-8 � 981q 3.50" 639p 3.50" � INQJANA = CABLE SfUD PLATF�� . .. . 23-10-8 0-� `��= EXCEPI' AS SHOWN PCATES ARE TL20 GA "1'CSTED PER ANSU7'P111�995 10-0 Over 3 Su rts Studs (R1-1-11) � A PPo � I-0-O o.c. scale = 0.1875 , WARNING: READ ALL NOTES ON THIS SH6ET. Eng. dob: yyp: '�o�iFSSIONAL ��:G``` � � . � A COPY OF TfiIS DRAWING TO BE CIVEN TO ERECTING DWg' CFNTEX Truss ID: PSC ��n�� , /"�-• TRUSS MANUFACfURING CONTRACTOR. Dsgnr. JRH Chk: Date: 11-17-00 COMPANY INC. BRAGING WARNING• TC Live 20.0 psf DurFac-Lb�: 1.15 PO BOX�418 wn.n�;�""�°"m�:u�.��e�.��n«R�i��n..��c:w�„unry.�mc.mm.in..cme��..�m�i,rm.�a�c TC Dead r+n��rm�n�uaa�sd�.ie�•wwn�.nm�.in�.,�,,,mr.�unrm�n��ia��eur.��„�,, o.,.�i��. 10.0 psf DurFaC-Plt 115 WESTFIELD IND�46074 m;'""�'r"`�"iw1iu��"^��nN:.. .-,n�..,,,,iy��.�a,,..�i,,,,.��i��i��e�n. p�,��,;,,a,�,v:in� BC Live 0.0 psf O.C. " ��cing: 24.0" 'Jemvrchurlaimlhncinyn I-sp¢IileJL�v��i�xuJnermlmilM1yiheby�IJinpJefi{rc�. �JJiii�mal�ncin�nflhcnvmll: � -vM1em�u{rcJ.'(SCrf11B�91n(Tpl), Furyecifrc BC Dead 10.� PS(� ��1� riteria: TPI , WHEkE QUAUTY COUNTS vuu M1nNnL'rcyuircmrnis.a�miac�i...� :sirrcL (Truz�Plale Invi�mc.TPI.Is uw„N ai Code Li PPI 1-1995 . .. 56l D'Onnfnu Dflvc.MaJlsnn.Wi.a�m: 1191. TOTAL QO.O 5� - .. .. . ' P V� I.OI. u32R470-43 CENTEX 2625 MODEL: : 1213 W0: TI: P TY:1 TC FORC2 A%[. BND CSI TOP IXORDS: 2x4 � SPF M1/p2 (N) �1X4 continuoue lateral bracing attached with =___ _�__-_=�=JOint Locations_______________ 1- 2 -601 0.00 0.51 0.51 HOT CFfOADS: 2x4 . SPF ql/k2 (N) 2- lOd naila each me�ber whare ehown.Bracing 1)= 0- 0- 0 5) 23-10- 8 9) 6- 0- 0 2- 3 -149 0.00 0.51 0.51 WEBS: 2x9 . � SPF p3 (N) MUST be poaitioned to pzovide equal� unbraced 2) 6- 0- 0 6) 23-1�- 8 10) 0- 0- 0 3- 4 -152 0.00 0.50 0.50 �2x4� :� SPF STUD (N) 1,5 eegmente,OR 2x4 "T^ bcace may be nailed flat 3) 11-11- 4 7) 17-10- B 4- 5 -614 0.00 0.51 0.51 ❑: Plate OFFSET.�from joint cenEer. Refer to edga of�web with 12d naile epaced 8" o.c. 4) 17-10- 8 8) 11-11- 9 to Joint Detail Report. Hrace muet extend at leas[ 90} of web length ----1�fw(, pEi��IpNS PIIt eEARING L(%'ATION----- HC eoxCe 7�, gtap CSI MVr.TZPLE LoAi1S -= Thia design ie the 2x6 Brace ieqi�ired on any web ezceeding 14�. X-LOC Ver[ Horiz Uplift Y-LOC 'rype 30- 9 387 0.09 0.32 0.41 cov�oeite reault of multiple loade. All CWfPR6SS20N Chorde ara aeewied to ba 0- 1-12 631 0 0 HOT pR7 9- 8 381 0.09 0.72 0.41 Thie tcuee ie daeigned to tiear on multiple coatinuouely braced unleee noted otherwiee. 11-10- 4 980 0 0 BOT H-AOLL 8- 7 391 0.10 0.33 0.43 eupporte. Interibr bearing locationa eLould ' 23- 8-12 586 � 0 U BOT It-ROLI. 7- 6 396 0.10 0.33 0.93 be marked on txvee. Shim or wedge if � • �. neceaeaxy to achieve full bearing. . W8B FORCE WEB FOACB MAX LIVE IAAO DEFLECTION: ' 2- 9 269 4- B -519 L/999 - 2- 8 -515 4- 7 269 L=-0.01" D=-0.01" T�-0.01° 3- B -281 MAX HOAIZONfAL DEFLECTION: ' Rt� = 1.15 T= 0.02" - 17-17-4 � 11-11-0 � 1 2 4 1� -]0 00 faXfi� . . [6X8) . 6X81 . . l 1-0-11 �n 10-5-15 � � . . 0-6-9 . � 0-6-9 � � � . � I3X6J 2X4 (6X10] 2X4 [3X61 � ,•�``�j10 �E�,q,� ' R A � `��2,'�� G S T � ' � . � � - , 23�0 8 � No. FC��' 10 9 8 � 1�4Z " 6J2p 3.50" � 981q 7.50" � 6 ?� STA� j- �T= �.,� � .0�-10-8�,�f I � 587q 3.50" ' D��(�J ; : . : (R1-1-11) I ( 2J-10-8 A� EXCEPT AS.SlIOWN PLATFS ARE TL20 GA TFSl'EB PER ANS[/TPI 1-99511-10 Over 3 Su rls �,o� �4,�� PM scale = 0.1875 l'��o'�;csS��NAL E��``�` � �. � nd oR�oN HIS DRAINING TOO E Gl ENITO ERECTING D g: CENTEX TCUSS ID: P q�in�n�� . . CONTRACTOR. Dsgnr: JRH Chk: - Da[e: 11-17-00 �+.� TRUSS MANUFACTURING gRACING WARNING� � - - TC Live 20.0 psc� DurFac-Lbr: 1.15 CQMPANYINC. a ��e��+J+rin�nm �tl�mM1ncin�,winlM1nclnSm.mn�,.;�,,.,b,u,rm.�m� TCDead 1U.0 psf DuiFac-Plt: 115 PO BOX 418 v'hichiupmn(ihchuiWlnY!kziLnaNwhlc�munLCnmsiJercJhY��M1Ui1Jin[�sirrcr. 9rxdnr a��»n;,r,.m��..i�rrv,.��rwss n��n�..��iy��.e�.�.n�.�tr�e i��e�n. r.,�.�.t��,��.i� BC Live 0.0 sf O.C. Spacing: 24.0" W ESTFIELD IND,46074 mra.�w��n�ir ir�r.oi nmviny�i�" -iW�i�au ux�niom dnermlrleu ny in�hullJine uextpnar. P ' --r � . A��;,;,,�,in„�;,,,,, � Desi� .riteria: TPI y fihenvenll �mryhemuuircJ. �SeeH10�91nfTP1). Fnrqmcifc BC Dead 10.0 psf .TPI1-1995 WHERE QU�LITY COONTS imS h(�cin�rcyvlrzmenls, CinL �� Ieslgne�. Q'my Plul[InSlilY1[,TPI,ISI�xtleJ JI CO(� - � �.. . �- SE?D'Omrtrin Drivc.MNium.Wi..... qvl.- TOTAL 40.0 ' psf • 7. 1. 32R47 -44 UniN�!' Mnvi� dnnpvi� I JUl1 /'.1iil; C'IIFIi.I.UA'UV.V ...... .......... CENTEX 2625 MODEL 1213 WO: TI: PGR TY:2 TC FOACE AXI, HND CSI TOP IXORDS: 2x4�.:. SPF #1/q2 (N) Top Chozd MUST be continuouely laterally - -- -e.,7oint�LOeatione==�====na�.� 1- 2 -3377 0.12 0.30 0:42 HOT IXOADS: 2x8 � SP MEL-23 braced'(BY�017�R5) to reeie[ buckling . ��1) 90 0- 0 5) 23-10- 8 g) 5- 2 2� 2- 3 690 0.06 0.28 0.39 WEBS: 2x9 �� SPF #1/#2 (N) P&RPSlIDICULAR ta the plane of the truee. 2) 6- 2- 2 6) 23-10- 8 10) 0- 0- 0 3- 4 692 0.06 0.26 0.32 2x4� ' SP q2 3 ❑: P1ate,;OFFSET faom,joiat centar. Aefer 3) 11-11- 4 7) 17- 8- 6 4- 5 S1B 0.06 0.26 0.32 All COMPRESSION Chorda are aeeumed to be to Joint OeCail Report. 4) 17- e- 6 8) 11-11- 4 con[inuouely braced unleea noted othaxwiee. Thie [rvse ie_deeigned to beaz on multiple BC FOAC� NZL HND CSI Thie 2-PLY tn�ee'deeignad to carry eupporta. .�In[arior beazing locatione ehould ------------ �pi, DESIGN IqN1S --------____ 10- 9 2528 0.05 0.37 0.42 38' 0" apen framad Co BC one face be markad on tivee. Shim or wadge if Oniform PLF From PLF To 9- 8 2426 0.05 0,37 0.42 2� 0^ epan 'eplit-framed to opgoeite face neceeea�;to actii'eve full b¢aring. TC Vert L+D -60 0- 0- 0 -60 43-IU- 6 8- 7 -302 0.00 0.21 0.21 ' �2-PLY TRUSSI fasten w/lOd naile in BC Vart L+D -734 0- 0- 0 -734 11-11-�0 7- 6 -304 0.00 0.04 0.04 PROVIDB UPLIFT COCPIECfION PER S(7�DULE: etaggered pattern per nailing echedule: BC Vert L.D -20 11-11- 0 -20 23-10- e � Support 3 ; '�21q TC- 2 pek ft. BC- 2 per ft. HEHS- 2 pez ft ----MA7(. REACTIONS PER BEARING /,OCATION----- WEB FORCE WF.g FORCE MA% LIVE'LOM DEFL6CfI0N: Die[ribute loads �equally to each ply. X-LOC Vert Horiz 11p11ft Y-Loc lype 2- 9 4793 4- e -215 L 999 ' 0- 1-12 4293 �0 0 BOT PIN 2- 8 -3956 4- 7 -100 L/-0.03^-��=0.03^ T=-0.06" ' � 11-10- 4 6150 0 0 eOT H-ROLL 3- 8 -1068 MN[ HOAIZONfAL �EFLECTION: � ' 27- 8-12 -21 0 -21 BOT H-AOLL RMB = 1.00 T= 0.04"' ' . . � 2-PLYS REQUIRED 11-lt-a � � 1i-11-0 1 Z q 5 . . 10 00 . _I p [6X6� � � .. [6X81 . 6X8] . 10-Sd5 10-5-15 , . 0_�_9 0-G-9 � � - . � [8X81 � I3X721 �� I12X321 3X12 [SX81 � `��ii��ni�� - . . � ` ��N\O E. q;�c; A � JQ'2' Q- GNo.E F � �' . � �-i 27�10-8 �_ . 10 9 � � 1b942 '' . 8 7 6 �"_ � 4293p 3.SU" - 6150N J.50" -21p 3.50" '� $TiQ� o�. _ . ' � . . � Z� 27-10-8 - IND� J-N= � EXCEP'C AS S}�OWN PLA7'ES ARE TLZO GA 'I'FSI'ED PEN ANSI/TP1C11�995-10-0 Over 3 Su rts �a�.,` . . . ppo scale = 01875 ''A��F (��` � �WARNING: READ�ALLNOTESONTHISSHEET. Eng. Job: � Wp; '''iFSS10IVAL E'�``�� j A COYY OF TFIIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEx 'Pruss ID: PGR CONTRACTOR. Dsgnr: JRH Chk: Date: 11-19-00 � . TRU55 MANUFACTURING QRACING WARNING: TC Live 20.0 psf DurFac-Lbr: I.15 COMPANY�INC. e�a.��„„i�„m�su�.i�¢��mi�rt�v�i�nxm�,�„Wnnd�r.��u�n�d��.,�m�m.n..�i�� TC Dead l0A f DurFac-PI4 1.15 PO BOX 418 NvM1isarynaf�helwlWinYJCeiLnvrJwhkbmunM1ecanxiJCrNM1YOeIruilJi�JNprcr. Bndnl � � WESTFIELD IND 46074 �'""'"�'�'"�""'��'nrv��rvu.�mM••,myn�..a�.«�x�mrm�¢,n, e�„tuwm�„n� BC Live 0.0 pst O.C. Spacing: TA.O" ��na�o,.�.mRi.��..inry��u.�'� m:rn�rrue.:.��.a��.m�drunr��nm�ea�.ic�.. Desi � _riteria:TP[ AJJi�inndM1ncinynfiM1enrenll maybvreW�mJ. (SevHIB�91nfTP1). Fx�mifc BC Dead ]0.� psf � WIIE0.E QUALRY COI/NTS �mn hrocinr rcyuiremenu, cun�a, ssiEm�, (Tmss Plvm Irtqiw�e,TPI,i�I��nteJ v� COd. -:T[�j ]-]9f5 -� . sa�o�o�.rta��o.�.<.M.a�„m.w,a;;.' .rwr. TOTAL 40.0 pst V' 1 1... -92R472-4 CENTEX 2625 MODEL 1213 `y�: Y'C FORCE p�, gNp �g= Tpp �yORDS: 2x9 SPF #1/p2 (N) 2X9 TRANSV6RgE BRACING nailed flat to ad e T�' GE 'rY:l HOT C710RDS: Yx4 SPP ql #2 (N) 9 '_ '° ___=====Jpint Locatione=====:�e.a�e=�s BC FORCE 7�, g�p �I �g� g�p: Zx3 SPF #3/ of web with 12d nails at e^ o.c. or a�SCAB 1)��0- 0- 0 6) 7-10- 0 11) 5- 2- 0 (N) oE the eame diau.�.nsion end grade ae web 2) 2- 6- 0 7) 10- 4- 0 121 3'-30- 0 2x4 TRANSVEp3E BNACING nailed flat [o edge nailed to face(e) of web with lOd na11e h� PORCE AXI. END CSI of wrb with 12d.naile at 8^ o.c. TRANSVSpgE etaggered 8^ o.c. SGH or TW.NSVEx,gE 3) 3-10- 0 8) 10- 4- 0 13) 2- 6- 0 13- 2 0 0.00 0.10 0.30 HRACING to extend for center BU$ of lrsgth, BAACWG to ex[end for B04 of wPb length. 5) 6- 6- 0 10) 6-16- 0 14) 0- 0- 0 12- 3 0 0.0� 0.27 0.23 Analyeie baeed on Sia�lified Analog Mpdel. 2X6 BMCE req�d�on a�ry web axceeding 14' �----MA7(, g&ACfjpNS PER BEARIN6 J,pt`ATIpp7_____ 11- 4 0 0.00 0.92 0.92 []; Plate OFFSEf fr� joint center. Aefer " " deno[ae ONB ed e or OtS Pace !X- 10- 5 0 0.00 0.23 0.�3 � to Joint Detail Report. • ^ denotee Bm�H edgee or HOTH facee 0- 1-12 �82p HOTio Up10ftBYO-TLOC P�e 9- 6 0 0.00 0.10 0.30 All COPIPRESSION Chorde are aseumed [o be MULTIPL6 I,OADS -- Thie deaign Se the 10- 2- 9 � 0 0 conCinuously braced unleee notad o[he:wiee. ecmiposite reeul[ of mul[Sple loade. Wind anal eie baeed on: AS(�_ � H-HOLL � �R� � �A� � . Y Cbmbined. V. 75 AMB = 1.15 ' MPH, I.0.90, Mean Hgt.e15.0 ft, 6cp, Cat. C, �,,' _ . � ,in[ernal preeaure coef. I, intezior zone. i I ' .. L 5-20 520 � . ... � �1 Z 3_—_� 6 7 b s � �o 0o ao 00 sxa zx4 zxa � zxn Xq s-s-o a-ioa � • OG9 � 0-6-9 i � • � � I3X61 2X4. 2R4 2X4 2X4 2X4 � i [3�� i p.�unn�q�� . . ,.Q�10 E. AR'o ;Q�'� � GNo.E FC��`'=, � � -, ,o-a-o - 1�42 ' " � �14 13 � 12 11 ]0 9 g i . �. Op 3.50" , O X 3.50" :� S7q�F �? °-i°"s �o-a-o _—� al_ - lND� )— : cai-i-i,)� f r �ai=i-ti� �� EXCEPI' AS�SHOWN PLA'PES pRE TL20 GA TES"1'ED PER ANSIITPI I-1995 �, : � Sluds � I-0-O o.c, scale = 0.3750 '�4�OF G��:� WARIdING: READ ALL NOTES ON THIS SHEET. �ng. Job: yyp; �'oFSS/ONAL EN``� , � ; � A COPY OF THIS DRAWING TO BE GIVEN TO�ERECTING Dwg: CENTEX - Truss ID: QGE ��" Dsgor: JRH Chk:� Date: 11-17-00 • � �TRUSS MANUFACTURING CONTRACTOR. . COMPANY INC. BRACING'WARNINGi TC Live 20.0 psf DurFac-Lbr: 1.15 �„�C`�b�wnimihi�Jnwinti�'xnsrecGmhrsinr,wiNhnclnp.pnrulhnvin�wumihrMwlnr TC Dead 10.0 psE DurFac-Plt: 1.15 PO BOX 4IS . pmnfNepuilJinlJdil'n�Nul�ic�muut�enxuiJneJM1yNCIvilJiniJaaiC�c Oruiny O.C. ��acin : 24.0" WESTFIELD IND�96074 :M��,�.a.i��ia��M��rwL-��,n�.,a�iyi,,«a�«n�nr�yi.�gm. r��.ui��.m�:in� BC Live 0.0 psf g . . maJe�oarchiirla�enlhrycingn i��m�ui�K,r�� JnermincJM1yJrchuilJinC�ile�cn DPSI riteria:TPI nJJi�iannl M1nciny nf Nc uvenll`. :may M1c rcyuircJ.�(Sce HIBA1 u(TPI), Fm ywYilic $C Dend I�.O p5� ' WHLREOUALItY,COUNTS waM1rvdnereWircmcnie, cmun..: esiymc (TrvssPlne�naihu¢,TP�,1�6e�mJn Code.. 7'PI 1d995 .�" SO)O'OT(!IU Oflv[,MYJILN.WI.¢�p . II9f. TOTAL Q�.Q P5� `l� � � ��_31 473-4 CENTSX 2625:MODEL 1213 WO: TI: TY:1 1C FORCE .AXL Ht�ID _ CSZ Tpp��7j0ItD5: yx4. SPF #1/1�2 (N) . �[]: plate OFE'SEf fzom joint center. Refet --__- --_�=--�,7aint�LOCations==_____________ 1- 2 -951 b:00 0�;23 0.23 BOT'�(7fORD5: "2x4. �SPF pl/p2' (N) to Joint De[ail Repoit. 1) 60- 0- 0 3) 10- 4-� 0 5) 5- 2- 0 2- 3 -451 b.00 0.23 0.23 WEBS: 2�t3 � '.SPF �3 (N) A1L Cp+iPRe55I0N"Chorda are aeeim�ed to be '� 2) 5- 2- 0 4) 10- 4r 0 �6) U- 0- '0 MAX.LIVE LOAD.DEFLECPIpN; continuouely braced unlees noted otherwiee. ----MAX, REACTIONS PER BF.ARING TACATION----- BC FORCE AXL. BNp CSI L/999 "- - � X-LOC Vert }ioriz Vplift Y-Iqc 1Ype 6- 5 �276 0.07 D.17 �.24 L= 0.00"' D= 0.00" T= 0.00" " ' 0- 1-12 963 0 0 BdL PIN 5- 4 'Z76 0.07 0.17 0.24 j N,p)Cf;f)gIZONTAL DEFLECTION: � �10- 2- 4 , 463 .0 0 BOT H-ROLL . Ts 0.01"' ' . WEB FORCS WEH FORCE I ' ' . Y 5 193 � , � _ - � � � ' RMB = 115 � � - I I � � I � i � . 5-2-0 5-2-p 1 7 �' - . 10 00 ' -10 UO � ... .. . � . SX4 ��. i i i � ' '.. g q� . 4-10-0 i . � 0-6-9 � � - 0-6-9 l � � I . � [3X� � 2X4 �' [3X61 � I i ��nnup�� ! . ' , . ` ,��N�O E. ,yRc � � :Y� R C' S7g F::� - , 10-0-0. - No. F ' 6 5 ��. - STATE 2 �" � 464a sso^ ! 464q43.50° -�} �F _ , °-i°-s Io-a-o o-io-a. _ �NDIANq ; cRi-i-ii�'� f �u�°--i i ii� �� EXCEPI' AS SI10WN PLATES„ARE�TLZO GA TF.SI'ED PER ANSI(TPL 1-1945 �'� �. ` �� scale = 0.3750 '�'A�� `` � � � � �q �.WARAIING: READ ALL NOTES ON THISSHEET. �❑g. Job: � WO: ��''�FSSIONAL E'N�� j E� A COEY OF-TH[S DRAWING TO BE GIVEN TOBRECTING D'wg: CENTEX Truss ID: Q „I' I C�MPp`NY�NC. h`M1 1"- n�iv x rr n w 6'S� 6 �M1 �b n�xvl Mcros m alm i h a ^e Dsgnr:.JRH� Clilc: Daf¢: 11-17-00 �� TRUS PO BOX4 BURING �nn�nww�curni��,�,uwn��nm M1e nn.aJ<reJhyiM1ehuiiJn�Jea��s. Brulny iTC Live 20.0 psf DueFac-Lbr: 115 CONTRACTOR I BRACING WARMNG . , e �i�,n,�.�, �m:u TC Dead� 10.0 �psf DurFac-Plt: 115 - � WESTFIELDIND 46074 ",� ,""� �" � rn.� r n� ,�iy, u� n kq�i s� r .is��m.sine B C Live 0.0 psf O.C.Spacing: 7A.0" . . Mn i� i n � �� .� �u;m� i &�,,,,i d ny a M1 IJ ng J ��rc.. gC Dead 50.0 Des� 'riteria: TPI � AJdu�-'I� ly lth�. p �m�Y� eyu J (SceHIA91 lTP1/.FTnp�illc P5� WNEREOUALITYCOIINTS �h-iu.iny y , u i . , 'exi6�' (T sPlricl I l TPI, -LaaNn COf�� TPI1-1995 - � - � se�o�o��r o m�u�.��w �„ ri9e . .. . TOTAL 40.0 psF � 1 l. . • 28474-47 CENTEX 2625MOUEL � � 1213 �, WO: ' 77:�RSC TY:1 TC FORCE AXI, 8ND CSI TOP C}i0RD5: 2x4 SPF ql/p2 (N) �4 continuous lateral bxacing attached with ==JOint Locatione====n===�=_�__� 1- 2 -35� 0.00 0.51 0.51 BOT CNORDS: '2x4 ' SPF pl/q2 (N) lOd naile each memUer w�ere etirnvn.BZadnq �� 1) 0- 0- 0 3J 10- 7- B 5) 0- 0- 0 2- 3 -122 0.00 0.51 0.51 WEBS: �2x4-' � SPF STU[) (N) MUST be eitioved to � 71c9 ' SPF q3 (N) 2 a �� prwide equal unbraced �, 2) 5- 9-10 4) 10- 7- e egmente OR 2x4 "T" brace say be nailed flat ----MAX. R£ACfIpNS PER BEAAING LOCATION----- BC FORCE AXI, BNp CSI GABLE STUD: 2z3 � . SPF #3 (N) to edge of weD with 12d naile epaced 8• o.c. �X-LOC Vert Horiz Uplift Y-LOc 5- 4 227 0.06 0.45 0.50 ', 2rz3 _ ' SPF ql/p2 (N) 3 Brace muet extend at least 90$ of web length � 0- 1-12 960, 122 0 BOT Pp�7 B 2%4 TRANSNERSfi BRACING nailed flaC to edge 2xfi Brace zequired on any web exceeding 14'. !10- 2- 4 439 0 0 HOT H-ROLL WEB FORCB WEB POACB of web with 12d naile at 8^ o.c. 2RANSVERgE ❑: Plata OFFSEf frcm join[ center. Refe[ MULTIPLE IqADS -- Thie deeign ie the 2- 4 -320 3- 4 -119 BRACICIG to extend; for crnter BOt oE length. to Joint �etail Report. ' cwq>oei[e result of multiple loade. RMB = 1.15 ' ' 711 COMPRESSION Chords are aeeused to ba Dnd vertrcal(e) not designed for axpoeure Wind analysl8 baeed on: ASCE-Cambined, V= 75 continuouely bzaced unlees noted otha�iae. to lateral wind preaeure. MPH, Z=0.90� Mean Hgt.=15.0 ft� Ezp. Cat. C� � intemal preeeura coef. I, interior zone. i . i MAX LIVE IqAb'DEFLECTION: � ' L/999 �i L=-0.01" D=-0.01" T.-0.01^ � �, NV�X HORS20NTAL DEFLECTZON: _ � T= 0.04° ' - I I ' I � I 10-7-8 �I . � . . � 1' 2 3 ' . . - � . ' � ' ]000 . i � 2X4 � I � � � 2X4 '. � . � � 9-11-9 � 9-0-13� ' � 0-6-9 . � I � . . IJXG] '. 4XG i ' � ��u�unn.�, : r . ,,�oN�o E. q�;c, � fl � � ; G STf F`% . � ' . �Q� � No. F i � ' �- . 10-7-8 . 16942 5 4 '� STA- �= ' acia �so^ aaox �so�� 0�-30-8 .� 10.7_8 � CANT: 03-8 IND)Q�fA = GABLE STUD PLATES (12) 2X4 (R1-1-11) I � 2�= EXCEI''C AS'SkI04VN,PLATFS ARE TL20 GA 'CESCED PER AN51/'I'PI 1-1995 � Sluds � 1-0-0 o.c. . scale = 01875 �_ ��` '�A��F S G��`� � WARNING: READ ALL NOTES ON THIS SHEET. Eng. Job: Wp; �''�;,s 10NAL �`'N`�� I � �; � A COPY OF THIS DRAWIIVG TO BE GIVEN��TO ERECTING Dwg: cENTEx � Truss ID: RSC �ii,�unn ; � , � � �' CONTRACTOR. Dsgnr: JRH Chk: Date: lld7-00 �+. . ;TRUSS MANUFACfURING gRAC1NG WARNINC: ' TC LWe 20.0 pst DurFac-Lbr. 115 COMPANY�INC. e r �.�n �AlJnwne��MacrcctnnM1n<inp rvlbn�Io�,mmiaihnine �mn.�n..��s �TCDead 10.0 psf DurFac-Plh 1.15 � PO BOX 418 •*�n r � ��M n w x� ien em n n �a n� xW rtJ hy iM1e M1uIIJin�Jv Iqiier, Brnin� O.C. SPacing: 7A.0" a -� r i, ui mrn��{wv na ly in rcJ -h ki ng lenylh r � �.m�n i,e BC Live 0.0 paf , ..., WESTFIELpIND46074 „u i �mmirl�mrinruin¢n:� - dq�nineJluu�fiiuueierminnlnyincmiiluiydeeic�r. De51 �fiferi�: TPI � ' nJJ i unal nruinp ni Jr mcnlL- mey Im rcyuirnl. (See HIB-0I olTPI). Fnr spttllie BC Dead 10.0 psf , WIIEREQIIALITYCOlINfS w.uhncinercY+�R�nu, ..�nm btyrcc (TrussPl�aLwiwm,TPI.61aaNa� Codt. TYI1-1995 saan•omrt.��od.�,Mmtum:wfY',; . nn�. TOTAL 40.0 psf � V: 1.Ol.vv-33 475-4R CENTEX 2625 MODEL 1213 WO: TI: R TY1 TC f'oa(� Axc stm Csi 2op ct[oans:�2x4 � SPF #1/#2 (N) 1X4 continuoua la[eral bracing attached w1[h e�-=a==�==��qoint Locatione=�-«=__=�=zz=� 1- 2 -357 0.00 0,51 0.51 BOT CHOADS: 2x9 , SPF #1/q2 (N) �2- lOd naile each member where ahown,Hracing �1) 0- 0- 0 3) 10- 7- B 51 0- 0- 0 2- 3 -122 0.00 0.51 0.51 WEHS: '2x4 � SPF STUD (N) MUST be poeitioned to pmvida equal� uMraced : 2) 5- 4-10 9) 10- 7- 8 � 2x9'. SPP #3 (N) 2 9egmente OR 2x4 "T" brace may be uailed flst � ----MAX, REACfIpNS PER BEARING LOCATION----- BC FORCE AXL Htm CSI [7: Plate OFFSEf:fr� joint center. Refer to edge of web with 12d naile epaced 8" o.c. .X-LOC Vert Horiz Uplift Y-LOC Type 5- 4 2P7 0.06 0.95 0.50 � to Joint Detail Report. ' Htace,must exEend a[ leae[ 90$ of web length 0- 1-12 461 0 0 HOT pIN All Cpb@RESSION Chorde ara aseumed to be 2x6 Brace required on any web exceeding 14'. '�10- 2- 4 439 D 0 BOT H-ROLL WEe FORCE WEB FOA(� continuouely bracad unleee noted otheiwiae. hltd verCibal(e) not deeigned for exposure 2- 4 -320 3- 4 -119 � MA)( LIVE IqAU OEFLECLION: to lateral wind preeeure. IIFm . 1.15 I L/999 . . . L=-0.01" D'=-0.01• T=-0.01" I MA% HORIZONTAL DEFZECfIpLI; . � T= 0.09" . . � I I I i j � 1��_8 I 1 Z 3 � 10 00 � • 2X4 i � I 2X4 �, . � 9-11-9 � � 9-0d3' I p_6I_g i �4— j . � . � [3X6J . . 4X6 _ i ,,au�uu�„ ' � ' . �r``�\O E. q'.., i fl ;�� A�•, n ;QS� fL GNo, F � : i . . � ]0'7-8 � . � 16442 �: : . ,. 5 ' 4 . . . = STAT � 461p 3.50" aaoa 3so^ _t7 —F �_ I . ': 0'10-8 � .L ' � CANT: 0-J-8 IND1A = �o-�-s Np � (xi-i—ii)�l ('— : A�- �� EXCfiPT AS SHOWN,PLATFS ARE,TL20 GA 7'RSTED PER ANSI/TPI 1-1995 � . scalc = 0.1875 % � ��.`: , � . %,�F U�,: WARNING: READ ALL NOTES ON THIS SHEET. Log• Job: Wp: �''i;rSS�ONAL F'�o`� I � � A COPY OF THIS DRAW[NG TO BE GIVEN TO ERECTING Dwg° CENTEx Truss ID: R � �^�.. CONTRACTOR. Dsgnr. JRIi Chk: Date: 11-17-00 , f�""� ITRUSS MANUFACiURING BRACING WARNING: ' . TC L��e 20.0 psf DurFac-Lbr: 115 �i i COMPANYINC. e�.�m�m�„„,,.,UisJnwinyhw�smaimhricini.w��hrxinp,ryrculFrxinjardmuuhnd�� ,TC Dead ]0.0 psI DurFac-Pit: 115 � PO BOX 418 wh;�niu�,n��rmen��w��ruaie�.�wn�.nmuan.��..wercunr!��u��a��:irM.. e...�i„e O.C. S acin : 7A.0" fM1�wm ia fiv lamnl wpMM��f Wi�memlen nnlY�"!NUre M¢kllni leniN.Prmisi�ma mup he BC Live 0.0 psf P S WESTFIECD WD 96074 m.uem.�.n�wtmmin.vin�.�r-� .�,i.�,;r��i,.�,m„uu�m.mt�ednyin�n,�udmcu..i�,K,. � Desi -�� siteria:TPI � AJ�itlunalM1ncinG��fOnnvmll� mayl�erc�ulrcJ_(Sa111B�91,nfTPi), Fnr�ecilic BC Dead 10.0 psC wu[REOUnUTYCOUNTti ,uusshrv��intlayuircmrnis, con�, �deal�nec.(TmxxVlaminx�i�me,TPI,I�heaNS� Cod '.TPI1-1995 � : .SBJD'�nnlilnOrire;MNisnn.W�._..' c ' 119). TOTAL 40.0 ps[. V• 1. �l � 2847 -49 /)nie,r .Vm.h nn,tlua . /O/t I•:1111: C:I]I£J.OA'VIIN . ..... ........... CENTEX 2625 MODEL 12�3 WO: TL• TGE 'CY1 7'C FORCE A%I, BND CSI TOP IXOADS:'2x4 � SPF #1/�2 (N) 2%4 TRANSVEggg BRACING nailed flat to ed e BOT IXORDS: 2x4' � SPF pl/�2 (N) of web with 12d nalle at 0" o.c. oz a SCAH c 1) 0: 0-LO JoiB; 9°i0112 L15) 7��2 12 BC FORCE A%I, gpp �1 WgBS: 2x9 SPF STUD (N) of [he eame dimeneion and grada ae web 2) 1-SO-12 9) 11- 2-12 16) 5-10-12 GABLE STW; 2x3 . SPF $3 (N) nailed to face(s) of web with lUd naile 3) 3- 2-12 10) 12- 0- 0 17) 9- 6-12 WEe FDRCE N¢, e!ID CSI 2x4 TRnNSVEH,E BRACING nailed flat to edge etaggered B" o.c. SCAH or TRANSVSR,qE 4) 4- 6-12 11) 12- o- 0 18) 3- 2-12 19- 2 0 0.00 0.06 0:06 of web withil2d naile at 8• o.c, TRANSVgRSE BRACING to extrnd for BOb of web length, � 5) 540-12 12) 11- 2-12 19) 1-10-12 1B- 3 0 0.00� o.i� 0.17 B[tACING [o eztend for center 80$ of length. 2X6 BRAQi �req'd on my web exceeding 19' ' 6) 7- 2-12 13) 9-10-12 20) 0- 0- 0 37- 4 0 0.00 0.32 0.32 Analyele baeed on Sing�lified Malog Model. ••^ denotee ONE edge or ONE face 7) 8- 6-12 14) 8- 6-12 1 - 5 0 0.00 U.53 0.53 [ 1 : Plate OFFSBT.from joint center. Refer "��^ denotee BOTF! adgee or BOTYi facea �----MA7C, REACfZONS PER BFARII7O I.00ATION----- 15- 6 0 0.00 0.81 0.81 ' to Joint Detail Report. MULTZPLE LOADS -- Thie deei le the X- 19- � 0 0.00 0.53 0.53 All C�RESSION Chorde ere asew�ad to be c � �c Vert . Horiz Vplitt Y-LOC lype' 13- e o 0.00 0.32 0.32 continuously b;aced mleee noted othexwise. Wind malyeis baeed on: ASC&pCOmbio d, V. 75 �Q1-10-14 0 0 0 BoT HINptg, 12- 9 0 0.00 0.17 0.17 � B{pH, Za0.90, Mean Hgt..15.0 ft, Dcp, Cat. C, 11-10 0 0.00 0.08 0.08 � � - internal preeeure coaf. i, interior zone. . WEH FORCE WEH FOR(� '�. � ' Etnm = 1.15 � . .� - i � I ' � �I , �Z �Z 4 9-0 , � : 1 �2 . 3 4 5 7 8 91 I!I �. . ,. � 10 00 -10 00 I SX4 i � 2X4 2X4 I . . . . 2X4 2X4 I 2X4 2X4 2X4 ' 7-1-10 6-6-14 - i 2X4 i � I ' 0-6-9 � � 2-7-2 � : � I � . � [3X6] 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 � � 2X4 � � .V�tunni�rq I . . . - . ` ,��N10 E. qAc; ' ;Q�'' Ci GNo.f F � �. :I ' . � � 12-0-0 ' . � lbqqp % � �0 19 18 17 ]6 15 14 17 1211 =� $TA` T-_ _ I . Op 3.50" {T: _ OH�3.50" I �Od0-8 I 12-0-0 � IND1ANq � tRi-1"lq� f �; EXCEPT AS.SIIOWN PLATES ARE TL20 CA TESTED PER ANSt/TPI 1-1995 � ,p�_L��4.; ' � - , Sluds (g 1-4-0 o.c Scale = 01500 '�O�cE, �(�\ �.` I WARNING: READ ALL NOTES ON THIS SHEET. Eng. Job: " WO: �''�„'SSIONAI F'.�``' ! � �. � A COPY OF THIS DRAWING TO BE GIVEN TO,ERECTING Dwg: CENTEx Truss ID:TGE �� CONTRACTOR. Dsg�r: �a�i cnk: Dace: i1-17-00 , ��TRU55 MANUPACTURING gRACING WARNING• � TC Live 20.0 psf DurFac-Lbr:- 1.15 � COMPANYINC. � e,,,.i� �,,,,,,,,„�,;,�„�;,, i,�,,,�,•n�„�n,�� ,��M1��i��rc�imilarhruiny TC Dead 10.0 st ' DurFac-Plt: 1.15 �� e e c.w�„n m.vm PO BOX 418 �Mia�I�rpannfiM1clvilJln6dniLn�rvJwM1icM1munACCmsWerN�Y�M1CAUi1JinCJnlLZr. Bncinl• P O.C. oacin : 24.0" Nnwni�firinenl.apMmnfwan•-m4errimlyertNuccM1UCWin�Irn�N. PnrvBi�msmurilc BC Live 0.0 psf � g WESTPIELD IND,46074 madem�rcMirlmcralhrvcin�a�� 9.jKCiIiNI�eml�inJanmlmJM1yn�buclJinuJ�.tyxr. $C Dead 10.0 f Desi riteria: TPI nJJpiunuilincin{uliiYOVCmiI: .••:��M1creyWrcJ::�(Stt1i1��91.�ilTPp. Furxrxeife }15 WIIENLGUALII'VCOUNTS vuuhnvingrcW�rtman�.-canmi. .siprcr. �TmssPluminsim�e,TP1,In4vmJn Code_ ,TPI1-1995 .. . sn�o�o�,mn�od...m.u�s��.w�wL�. � :ro�. TOTAI. 40.O ..psf V: l. 1. -i2R477- 5 CENTEX . 2G25 MODEL�� - � 1213 � WO: TL• T TY:1 TC FOR(Ti� A7(i, gNp CSI TOP CFIORDS: 2x4 SPF Nl/p2 (N) []: Plate OFFSET from joint center. Rafer =__ :___.«_,7oiat Locatioc�e=====_=�=_�a__� 1- 2 -472 0.01 0.52 0:53 BOT�IXOROS: -2x4 . SPF kl/k2 (N) Co Joint Detail RepOit, L 1) �U- 0- 0 3) 12- 0- 0 5) 7- 2-12 2- 3 -405 0.00 0.41 0.41 WEBS: �2x9 .: SPF�STVD (N) All CYP@RESSION Chorde gre aeeumed to be 2) 7- 2-12 4) 12- 0- 0 6) 0- 0- 0 2x3 SPF #3 (N) 1 continuouely braced unleae noted othexwise. ----Mp7[, REA�'IONS PER HEARING LOCATION----- BC FOACE AXL gNp CSI I MA% LIVE�IqAU DEFLECfION; ' R-LOC Vert Hosiz UpliY[ Y-Iqc lype 6'- 5 263 0.06 0.32 0.38 � L/999 � � ' 0- 1-12 525 0 0 HOT PIN 5- 9 0 0.00 0.30 0.30 ( L=-0.01" D�-0.01• T�-0.01" - 11-10- 4 984 0 0 HOT H-AOLL MAX HORIZONfAL DEPLECPION: WEB FbRCE WF,B PORCE i Ta 0.04" � ' 2- 5 37 3- 4 -966 I ' 3- 5 299 Rt� = 1.15 I � I I I i � � i i i � 7-2-12 4-9-0 . 1 3 I . . ' . 10 00 -10 00 iSX4 I I � i . I � 4X5] � 7'1_Ip 6-6-]4 �� . � � 0-6 9 \ � i � 2-7-2 I .. �. � � 13X61 4X5 2X4 � I � ,o��ji� ,E��q''•., j � � s r R �' � ;��a� � cF`:, � �z_o_o No. F � I 6 5 = S7A�TE pF �� I szcs �so° assa4s.so^ � °�10--8 � � �z-a-a -_� =� 1ND qNA c ! cxi-i-i» r 1 A��` ��? EXCEP'I' AS SHOWN,PLATES ARE TL20 GA 7�STED PER�AN51lTPI I-1995 i Scale = 0.2500 � ` En Job: � WO: �'.PD,rF N�,\�.` I � �' � WARNING: READ ALL NOTES ON TH15 SHEET, g• �'4��NAL E',.�`� i A COPY OFTHIS DRAWING TO BE GIVEN�.TO ERECTING Dwg: CENTE% " Truss ID: T �Q�y,� CONTRACTOR.. Dsgnr: iRH Chk: , lla[e: 11-17-00 �......• - TRUSS MANUFACiURING, TC Live 20.0 psI DurFac-Lbr. 1.15 ' Y'"' BRACING WARNING psf llurFac-Plh 1.15 I COMPANY INC. a.unrsM�m msd n� snx e u nn r- wn � p�iylnnvin� r miluhr�une TC Dead 10.0 � POBOX4,18 � ^�h� . r nn�m,naru.ie � iinm.in� IJiNhy.tM1eKiWmbJ �lrr. er..i�¢ � O.C. Sacin 24.0" � � �� nw �� i� �. �iy.�,:..i Iru4ln�leny@ rr isi m�xin� RC Live 0.0 psf P $� . WESTFIELD IND 46074 a �� Mn�vi i in �mr.� w-� r ui„ i a k.miMUnr�n�n um ear.�zrc.. Desi '' .riteria: TPI � � n�wir- inncm¢7��.mn yn�,�yw J (SaeHIB-91 rrep F �dr � BC Dead 10.0 psf WHEREQUALITYCOUKfS � nx��e�r� ��„ mm� 4�i�nr. RNUPIaeliullNmTP16e..�w„ Cod �TPI1-1995 _ . - seno�oM�r.�,�on.�:m.a�H��.w,,,,.: ns�. - TOTAI. 40A . ps[ V' I. I. .- 2847 - 1 n..,..,,'v;��,� .�,.,o��. ini, �.�„i. , .. . CENTEX ' 2625MODEL � � 1213 � WO: TI: TGR TY1 'fC FORCE AXL BHI1 CSI TOP CHOAUS: 2x9 SPF #1/R2 (N) Top CS�ord MUST be continuouely laterally ------===JOint LocaClo�.===_______:�_� 1- 2 4127 0.02 0.25 0.27 BOT CHOADS: 2x6. �' SP MEI,-23 braced (BY 01'E�RS) to reaiet buckling 1) 0- 0- 0 4) 12- 0- 0 7) 0- 0- 0 2- 3 -950 0.01 0.23 0.29 W&HS: 2x4 � SPP p3 �N) PERPIIJDZCULAR to the plane of the truee. 2) 2-10- 7 5) 12- 0- 0 3- 4 -943 0.02 0.33 0.36 2x4, , SPF pl/#2 (N) 2 []: Plate OFFSEI' fr� joint center. Refer 3) 7- 2-12 6) 7- 2-12 � ; 2x4_��.; SPF STUD (N) 4 � Co 7oint Detail Report. BC FORCE AXI. HND CSI Thie 1-PLY tsuee deeigned to carxy All �COMPRESSION Cho=de are aeeumed to be ------------ TOTAL DESIIN IAA�S ------------ 7- 6 861 0.05 0.33 0.38 � e� 9^ epan framed to BC one face continuouely hraced �nleee noted othezwiee. Unifoxm pLF Frc� PLF To 6- 5 0 0.00 0.33 0.33 i 2' 0" epan eplibframed [o oppoeita face . 1C Vert L+D -60 -0-10- 8 -60 0- 0- U MAX LIVE IA7AD DEFLECfION: TC Vart L�D -60 0- 0- 0 -60 12- 0- 0 WEB FORCE 4iEB FORC6� L/999 ' . . HC Vart L+D -15� 0- 0- 0 Q50 12- 0- 0 2- 6 -224 4- 6 745 i L=-0.01^'.D=-0.01" T=-a.03" ----MA)(. gEpCi'ZONS PEA HEARINQ I.00ATION----- 3- 6 818 4- 5 -1014 • MT]( NOAZZONTAL D6FLECfiON: � %-LOC Vert Horiz IIplift Y-LOC lype AMB = 1.00 i T= 0.02" , � 0- 1-12 1312 0 0 HOT PIN , 11-10- 9 1259 0 0 B01' H-ROLL I � I I I .�� 7212 . 49-0 i . � . . �i 2 4 . � - . . 10 00 -10 00 I [4X6] i � , I�, � . 3X5 SX6 6-6-14 7d-10 II � � � 0-6-9 �� T — 2� i � I [SX6] � [6XI2] 3X6 � ��annirr � �.�Da\0 E, q�;.,, I � � ;Q�� Q' GNo.F FCc�!� �I � � 7 12-0-0 6 5 18942 �' 1313p 7.50" ' 1260N 7.50" - S7ATE pp �= � o�_��o��_s �� _� =� INp-- c ' cai 1 ti� I f �z-o-o � q�— �� , EXCEP'C A5�SHOWN PLATES ARE TL.20 GA TESTED PER ANSI/TPI I-1995 scale = 01500 �%'�OF V\�.` � �. � WARNING: READ ALL NOTF,S ON THIS SHEET. Eng. Job: - � WO: � ��'fSS/ONAL �N�`�` I A COPY OF THIS DRAWING TO llE GIVEN TO ERECTING Dwg: CENTEx � Truss ID: TGR i � /�°11�� ' � �� CONTRACTOR. Dsgnr: JRH Chk: Date: ll-17-00 �..�. ' TRUSSMANUFACTURING �TCLive 20.0- psf DurP'ac-Lbr: 1.15 I COMPANY INC. B�CING WARNING eMi rmmm N J ��i Mn rc� �n., Ni ,��un i p,m�vlArnl p rc mu�rnndn� 'TC Dead 10.0 sf DurFac-Plt: 115 ' PO BOX'418 n ni n r ncn,uai��.�¢ ..�,a..ni�n � ne� w«anr�m�nui ea ie . e�.m� P ' � n� rw � ir� a � n ei �i �rn�p i nne BC Live 0.0 ps( O.C.SDacing: 24.0" . WESTFIELDIND46074- ha-�� ,wti,��i in � W��iNi, i ui any�r�n�m��u�;ieMr. Des 'riteria:TPl AJJi�� Ibn� � ruk �� r �yr< y„ � �sr��xiem rrrp F y;.:rc BC Dead 10.0 psC ' _ WHEREQIIAI.RVCOUNTS . wuti-im¢rew �m��u, .��w,.N i�.�u�� erN.�ri.�i�..��wi TPI,isLaamJn Code�� .TPI1-1995 saio•oni�rnno�.�:�twivm.wi��. ,iw). TOTAL 40.0 psf V' 1. l. o-12R479- 2 CENTEX ; 2625 MODEL � � 1213 WO: TL UCAPS TY:2 � TC FORC2 AXL Btm CSZ� TOP�CHOROS: 2z3 SPF N1/tl2 (N) All COt�@RESSZOt7 Chords are aea�ad to be =_�- ._ =====7oint Locations=«..a��e.s._.� � 1- 2 -77 0.00 0.14 0.14 BOT CHORDS: 2�c3 SPF N1/p2 (N) Continuouely blaCed un1e88 noted othexvlee. 1)n�0-j0- 0 3) 2- 5-1J 5) 0- 0- 0 2- J -77 0.00 0.14 0.14; Thle deeign besed oo chord bracing applied Atfnch PIOGY-HACiC txvee Co HASfi 1RU55 wltt� -Z) 1- 2-15 9) 2- 5-13 � per the folibwing-echadule: 40 ga. 3X8 na11-on platm ot 1/2" z 4• X B• ----MA7c. RE]1CfI0i75 PER HEARIIfC LCX'ATION----- BC FORCE AXL 6!ID CSI. I Ma�c O:C. From To mX plywood�gusee[e [o both facae of tn�ee x-LOC �Vart Iforiz Uplift Y-LOC lype � 5- 4 � 49 0.�2 0.06 0.07 +HC 36.0• 0- 0- 0 J- 6-12 at 6.0' o.c. throughout ueing �8) 1.5" long �0- Od2 131 0 0 BOT pIH Hiacing ehown�ie Eor viaunl purpoee� only. 1RUSS mile. Or TOE-NAIL to each 2X4 latezel 2- 5- 1 131 0 0 B(7f R-ROLL Wse FOACE wEB FORCE i I t�A7C LrvE-LOAD DEPLECfiON: bracing with n min1�� of (7) 16d naile each � RMB = 1.15 . L/999 . . I I L= 0.00"�D=- 0.00• T= 0.00" , � � MAX HORIZONfAL DBP(.ELTION: � T. 0.00" i I i I � ' � � � i i I I " ' _, . ' L' .12 12� i �1 J I � � 10 00 d0 00 2X5 i � . � � � 1-5-13 0-3-30 ' 0-3-10 �-0-1 I � � � � 1 � . � 1X5 . ZX5 � i / + I `O`,N`O uniiq�/' � / � 2-5-13 �\ � E. q� , I s a �E15C ;�2.� � srE cF';, ' o�-� o-6a T!W SS No. F 2-5-]l ]�42 ' I (R03-S, � R0.J-5 =� STq�_ �= j �. 3s-�z -.� �ND)f{ = EXCEPC AS:SHOWN� PLA7'ES ARE TL20 GA 7'ESTED PER ANSVTPI I-1995 � � scale = 0.7500 ' 'O �� p� WARNING: READ ALL NOTES ON THIS SHEET. EoB. Job: WO: '�'��'�fs`S� F,N�'��.,`'�� I � � ' Y� A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX Tnus ID: UCAPS '�i�NA;µµµ��` I �" � '' CONTRACTOR. . Dsgnr: JRH Chk: Date: i1-17-00 �;Q�.�{ TRU55 MANUFACTURWG TC Live 20.0 pst DurFac-Lbr. 1.15 �..�, - I BRACING WARNWG ' l/'"' � COMPANYINC. e..cna:M.�.,,� mbur. ine�sMx u M1 m�, Jhl�,p�nalhn e a,.n�d�� TCDead 10.0 psf DurFac-Plh 1.15 Y POBOX418 wmch0�panufNcUUIJ c!�vc ��* n �,�n��,io NhY,��ilJi[�IL . Bnciny O.C. S acin 24.0" \ �n,�.,�„r�.i.m i�M.M�nwss n� ryu�� n�tr�ii.�em. r . un� BC Live 0.0 psf P 8� WESTFIELDIND:46074 ��.„:m.i,:.�in�K��i,�<. •��rdukn;,,�,��m.any�n�n�iwmi�aiK.. gCDead l0A (� Desigr-� iteria:.TPI IuWiiiwalhraein{nfihe nrcnliv naY M1�reyuirN. l5a<N18.91 nfTPl). Fr qwcife � � WHENEO�nLfTYCUUNTS wuMacln{rcW'�rcmenu,av .nyrcp (TmvPlamlwW�qTPl,ial¢aNU Code. '"PII-1995 � 583 D'Om�Gin Dnvc,MaJis�in,viix�„. . �.s>: TOTAL GO.O P5� V' �. L I , � /09 PAAC CITFEI.OKIIIO,NIiOIR nrt� nr nr m CENTEX 2625 MODEL� �� 1213 �� WO: i I TI: Ul TY:2 TC FOACE A%I, BHp CSI TOP C}fORDS,: 2x4 .SPF pl/#2 (N) ��.1X 4 continuoue lateral biacing attached with ==.TOint Locatione==___�=e=.a.�== 1- 2 Q523 0.03 D.50 0.53 eOT IXOItDS: 2x9' ".SPF ql/p2 (N) �f"2- lOd naile each member whera ehown.Hracing 3 1) i0- 0-�0 6) 29- 8- 0 11) 13- 0-10 2- 3 -1150 0.02 0.99 0.52 WEBS: I 2x4 �SPF M1/N2 (N) MlIST be poaitloned to provide equal tinbraced � 2) 6- 541 7) 29- 8- 0 12) 8- U- 0 3- 4 -779 0.05 0.25 0.31 2x4 'SPF STUD (N) 1,7 segmente oR 2z4 ^T• brace say ba nailed flat I 3) 13- 0-10 8) 23- 2- 5 13) 6- 5-11 9- 5 -1145 0.02 0.99 0.51 � 2x4:' .�SPF p3 (N) 2,6 to edge of web wlth 12d naile epaced 8" o.c. ! q) 16- 7- 6 9) 21- e- 0 14) 0- 0= 0 5- 6 -1524 0.03 0.50 0.52 WEDCES: I 2x4 � SPF ql/p2 (N) Hrace must'extend at leae[ 90} of wrb length 5) 23- 2- 5 10) 16- 7- 6 � ❑ : Plate OFFSEf'from joint center. Refer 2x6 Brace required on any wey exceeding 14'. I-'-�7(• {�p�IONS PER HEARING IqCATION----- BC FORC& AXL gDID CSI � to �oint-Deteil Repozt. All COt�A&SSION Chords are aeaw�ed [o be IX-LOC Vert Horiz i]plift Y-LOC 'rype 19-13 1083 0.27 0.25 0.51 Thie deeign baeed.on chord bracing applied continuouely braced �uilaee notad otharaiea. I 0- 1-12 1239 � 0 0 BOT pIN 13-12 lOBO 0.26 0.10 0.37 per the following�echedule: � 29- 6- 4 1186 0 0 Bar x-xoLL 12-11 1080 0.26 0.14 0.40 ' Marz O.C. Fr� To � I, 11-10 778 0.19 0.14 0.37 �-TC I ,36.0• 13- 3- 0 16- 7- 0 I 10- 9 1080 0.26 0.14 0.40 Hracing ehown ie'for vieual purpoaee only. 9- 8 1000 0.26 0.10 0.37 MA% LIVE IAAD �EFLECfION; I 8- 7 1083 0.27 0.25 U.51 L/999 � ' " � ' - L=-0.07"'D=-0:07" T--0.13" I � WE9 FOftCE WEH FOACE MAX HOAZZONTA& DE£LECTION: 2-13 119 4-10 361 T= 0.07" ' ' � 2-11 -399 5-30 -400 I . � 3-11 361 5- 8 115 � ' � 3-10 4 FMB = 1.15 '. . � . . I i i - 17-0-10 7-6-]2 13-0-10 i . '� �. . 1 2 . 5 . i000 V�'P4 -io 0 . . . � . I6X10 �F 6X6j � � . . . - � � . '�.. I � . � � � L6X81 6X81 � � � . ll-L1-13 ll-5-1 �' � I, 0-G9 . . � ., I 0-6-9 _4 � . � �. - � �SX6] 3X6' SX6 SX10 ' 2X4 i [SX6] � �. 2X4 � . 3X6, I p�unni� . . ! ,.�`�`N\0 E. q�'�'',; � n :Q'�� GNo. FC� : . . � 29-8-0 � I ; I6qq2 '; � 19 13 12 �� 11 10 9 '8 � 7 � _� STA1 T- {�� 1239A 7.50° i iis�a sso�� o-�o-a � IND1ANq - I .. ca�-i-i�)� f° zv-s-o , � A�� ' EXCEI'T AS SHOWN PLATES ARE TL20 CA TESI'ED PER ANSI/TPI 1-1995 , , � scale = 01250 �''��F�c �C��,� WARNING: READ ALL NOTES ON THIS SHEET. Eng. lob: WO: �'h,SS�O(VA� F',��`� � ��. � A COPY OF THIS DRAWING TO BE GIVEN'TO ERECTING Dwg: CENTEX � Truss ID: Ul CONTRACTOR. � Dsgnr: JRH Chk: Date: 11-17-00 � , �TRUSS MANUFACfURMG. gRACING WARNING: ' � � ITC Live 20.0 psf DurFac-Lbr. 1.15 � COMPANYINC. er..��e=x��„ini.u�+.i��.m�.re�e�mn..�me.,,aNm,�i„�.�,,.�,�n�.•ma�.,�m�we,�;�� TC Dead 10.0 psf DurFac-Plt: 1.15 PO�BOX418 w�icM1i�apanafNClwilJinB�si{nuvlwhichmusilmnmdJarcJhY��iIJin2JCSiprcr. Bruine O.C. S acin : 7A.0" WESTFIELDIND46074 � """"""r�"�•""�°"'"""°nN:.m�mn��miy��,.u�.��w+:nu��i.��m..P,,,.i,��,m�.�n� BCLive 0.0 psf P B meJv ia im:MV I�tcrJ�ncine s�e-'-�rvJ spddpcJ Lxa�inns JnmmiKJ hy�he huilJin4 JeslLrcr. $C DCBd 10.0 sf Desi'"?riteria• TPI eJJitlnnalM1ncin{ufNemenll mryticrryulrcJ..(SeeHIB�91nfTPp. FnrspcAfc P Cod, TPI I-1995 WHEAE QU�LITV COUNTS w.a Frv��ing rcyNmmanu,lcanu eniprcr. (M1UU PI�¢Imlllmq TPI,b Lcv�N�n� SBJD'OnifrinDrirc,Mdisnn:�w�,,.n i19), TOTAL 40.0 psf� V: 1.01.. .-3284R - IYnn�r,nfn..,i L✓,Ir.i� rnn rvnv. n�rrr..rnviin.r ' CENTEX 2625 MODGL 1213 WO: � TI: U1H1 TY:2 TC FOACE A%I, BND CSI TOP CHORDSi �2x4. 'SPF #1/I{2 (N) 1X4 continuous latensl bracing aGCached wi[h - --- __ _ ===JOint Locatrons�====__==__-e: 1- 2 -1523 0.03 0.50 �.53 BOT CHOADS: 2it4 , SPF �1/�{2 (N) ��- lOd naile each membes wtteze ehown.Bracing I 1) 0- 0� 0 6) 29- 8- 0 11) 13- 0-10 4- ] -1150 0.02 0.49 0.52 WEHS: 3x4 SPF ql/kZ (N) MOST be poeitioned to pzovida equal unbiacad 2) 6- 5-11 7) 29- B- 0 12) 8- 0- 0 3- 4 -779 0.05 0.25 0.31 2x4 �.SPF STUD (N) 1,7 e�=nta OR 2x9 ^T^ brace may be nailed flat � 3) 13- 0-10 8) 23- 2- 5 13) 6- 5-11 4- 5 -1195 0.02 0.49 0.51 2x4 ' SPF #3 (N) 2,6 to edge oE web with 12d naile spacad B" o.c. ' 4) 16- 7- 6 9) 21- 8- 0 19) 0- 0- 0 5- 6 -1524 -0.03 0.50 0.52 WEIX9E5: 2x4', 'SPF #1/q2 (N) Brace muat rxtend at leaet 90� of weh'lrsgth I 5) 23- 2- 5 10) 16- 7- 6 ' ❑: Plate OFFSEf �fr� joint center. Aefer 2x6�Hrace required on any wep r�cceadinq 14'. ---iMB. gEACPIpNS PIIt HEARING I,OCpTION----- BC FORCE A%L HND CSI to doint De[ail Aeport. All COMPR6SSION Chorde are aee�ed to be X-LOC Vert Horiz Vplif[ Y-LOC a 19-13 3083 0.27 0.25 0.51 Thie deeign based�on chord bzacing applied continuouely braced unlees noted othen+iee. �0- 1-12 1239 0 0 HOT �Pp�7 13-12 1080 0.26 0.10 0.37 per the fol•lowing echedule: 29- 6- 4 1186� 0 � �0 BOT H-ROLL 12-11 1080 0.26 0.14 0.40 Me�c O.C. Fr� Ta I 11-14 978 0.19 0.19 0.33 �-TC I '36.0" 13- 3- 0 16- 7- 0 10- 9 lOBO 0.26 0.19 0.40 Hracing ehown�ie for vieual puxpoeee only. . � 9- 8 1000 0.26 0.10 0.37 � MAX LIVE.tAAD'.DEFLECTION: i B- 7 1083 0.27 0.25 0.51 L/999 � � ' ' � L=-0.07i^ D--0.07" T�-0.13° - WEH FORCE W� FORCE . MA% HORI20NTAL DEFLECTION: . ]-1J 119 4-10 361 T= 0.07"; 2-11 -399 5-10 -400 ' ' . ' 341 361 5- 8 115 . " I 7-10 4 RMB = 1.15 , . , �I -' � 13-0-10 � 7-6-12 13-0-10 � 1 ? �5 6 10 00 -I 0 � � � [6X70]+�6XG] . � [GXS] �6X8J 11-11-13 11-5-1 � . � 0-6-9 I p_6_g � : -�. '� � � � ' � ! - � [SX6) 3%6 SX6 SX10 2X4 [SX6] � � , . _ 2X4 . . .. 3R6: a�uu�un�� ' . � I . ` ��N\O E. qRC n � . . C�' 41 �No. F F�:� � � - 29-8- . �Q 1�4z : � ' 14 17 12 � 11 10 9 8 7 . � = STAT �' � � 0-10-812J9p 3.50" ; 1187H 3.50" . :�7 `=� ^ �, � , 29-5-0 � - IND1ANq = cx�-i-��°� I -�i � A`�-�� ` EXCEP7' AS SHOWN PI,ATE$ ARE 77,20 GA 7'ES'['ED PER ANSI/TPI 1d995 i I scale = 0.1250 �%�O,r G��,.` WARNING: READ ALL NOTES ON�THIS SfIEET. i Eng. Job: � WO: �'�FSS/ONAI F'�``�� . � A COPY OF THIS DRAWING TO BE�GIVEN TO�ERECTING 'Dwg: cENTEX , Truss ID: U1H1 �� CONTRACTOR. i Dsgnr. JRli Chx: Date: ll-17-00 �+.t. :TRU55 MANUFAC7URING gRACING WARNING 7'C Live 20.0 psf DurFac-Lbr: 1.15 COMPANYINC. e enu �nthuJrwiriMn one�,.'�s.winunring,Mmal�nmb mien�d�g TCDead 30.0 psf DuiFac-Plh 115 POBOX418 n n�isr�i� i�i�`-��rii`sim�mne�:��ir�+�J M1JkIInYlen4� � °i ��m�nn�`��e RC Live 0.0 psf O.C. Spacing: 24.0" WESTFIELD IND 46074 mNCin�m.M1�Fl��eralhnvin��r'rxlxpm�fidlix+�innsJncrmimlhyiM1ChullJinC��x'CM�� DPS'"�CfItCC18: TPI AvWiiinmlM1ndnyn(iheirvenP. emrylw�rcVUirN. (SeaHiO-91b(TPp.,Fmyacifrc BC Dead 10.0 psf WIIERCO��LRYCOUNTS uvsshncin�rcyuircmrnu, mni: 4nigrcc (frvuPblcliwiwa,TPl,is4umdn COl TYI1-1995 � SBJD'OnnfdnDriva.MaJivm.wi5��. rl9). TOTAL 40.0 p51' �. I -3ZR4� �- 4 CENTEX 2625 MODLL' � 1213 � � WO: i TI: UlIi2 TY:1 TC FOA(:E A%7. B2ID CSI TOP C7i0RD5�: 2x9 .- SPF ql/#2 (N) ❑ : Plate OFFSET fx+� joint center. Refer � -��---- --__,7oint Locatione=====�_____�.s� 1- 2 Q510 0.04 0.42 0.46 BOT (7{ORDS�: 2x4 � SPF ql/k2 (N) to JoSn[ Detail Report. = 1) 0-y0- 0 6) -29- 8- 0 11) 11- 7-10 2- 3 -1213 0.02 0.33 0.35 WSBS: 2x4 SPF p3 (N) + Denotee 90 degree plate ozientation. I 2) 6- 5-11 7) 29- 8- 0 12) 8- 0- 0 3- 4 -855 0.02 0.50 0.53 � 2x4 � ; SPF STUD (N) 1,7 All COt�R&SSION Chorde aze aseimied to be 3) 11- 7-10 8) 23- 2- 5 13) 6- 5-11 4- 5 -1210 0.02 0.33 0.35 2x4 SPF ql/#2 (N) 4 continuouely braced unleee noted othaxwiea. I 9) 18- 0- 6 9) 21- 8- 0 14) 0- 0- 0 5- 6 -1510 0.04 0 A2 0.46 WIDGES: 2x9' . SPF #1/#Z (N) 5) 23- 2- 5 10) 18- 0- 6 MA% LIVE LOAD.DEFLECI'ION: '--MAX. REACfI0N5 PEA HEARII:O I.00ATION'---' BC FORCE AXL gNp CSI L/999 � .� " �X-LOC Vert NorSz Vplift Y-LOc 19-13 1066 0.26 0.21 0.47, L=-0.05" D=-0,05" T=-0.10^ � • ' � 0- 1-12 1239 . � 0 0 80T pII�d e 13-12 1064 0.26 0.05 0.31 MAIC HORIZONfAL DEFLECPION: . I29- 6- 4 1186 0 0 BOT H-ROLL 12-11 1064 0.2fi 0.14 0.40 T= 0.06"� � � 11-10 B53 0.21 0.16 0.37 � � 10- 9 1064 0.26 0.16 0.42 ' ' . 9- 8 1069 0.26 0.05 0.31, ' � � - -, 6- 7 1066 0.26 0.21 0.47 ' - - � WEB FORCE WEB FORCE . . . 2-13 90 4-10 365 ' ' 2-11 -J17 5-10 -316 • � ' 3-11 366 5- 8 89 ' ' � - 7-SO 2 at.m = 1.15 , . - _ 11-7-10 6-0-12 � � � ll-7-10 1 2 � 5 6 � 10 00 � � -10 00 � � ' - [6X6] Drop = Odd3 SX6 I I I I � [6X8] ��4XSj . i � ]0-9-11� ' � � 10-2-15 ( � 0•6-9 , 0-6-9 . ._� ._. � I � � [SX6] ZX4 3X6 . SX6 SX10 � 7X6II2X4 [SX6] � , �,`o�E�,.,,,, I ` A '�.� Fl pN R� , i R , �� No f e ��' . . 29-8-0 1�42 : . 14 13 12 ll 10 � 9 S 7 �; � 1239q 3.50" , � 1187p 3.50" = STATE pF �-10=$ zv-s-o 'ix IN p- : cx�-- �:� I � � A_ ��` EXCEPT AS SHOWN PLA7'FS ARE 7'I,ZO GA 1'ESI'ED PER AN51/TPI 1d995 . , I . scxle = 0.1875 �'�O \�,� '� � WARNING.� READ ALL NOTES ON TIiIS SfiEET. � Eng. Job: � WO: ''�,F�S3'/O��NAL�+E+N�o'� � �., � A COPY OF THIS DRAWING TO BE CNEN TO ERECTING Dwg: CEtV'i'EX Truss ID: U1H2 _..r-��;Q�a; CONTRACTOR. , . ! Dagnr: JR19 Chk: Date: I1-17-00 �,�+.... �`-• - TRUSS MANUFACi'URING BRAEING WARNING: �TC Lire 20.o psF . DurFac-Lbr. 1.15 COMPANY-INC. nncm .n�mm�mm�.d.�.�� i:Mn��n��n�� r � ; � < < C.w�q!��x��C•P�+�h�� r.�tmn.�n��m �TC Dead 10.0 psf DurFac-Plt: 115 POBOX4�18 "'��°��'�P�h��k��d�nGdeupn�Mwhichmm�ImrnnxlJemlhyNchullJin¢JCtlprcr. 8ncin� O.C. Sacin ::?A.0" WESTFIELD IND 46074 '"'"""�'r«i.�ni:��„n�r�.�wm�mne..,miymM�..n��tn�ui.�¢�n,.>,,,.�si�,�..m�sne BC Live 0.0 psf "P b' _ meJe in arcMmJner�l tinciny n�� W 5pecilcJ ice�ilnns�Jemrmliwl by ihe huilJiny Jaiyner.. $C U¢2d 10.0 sC Des' � ��.ri[eria:TPI AJ�itlimJhrvcinL��f�M1Cnvenll cmryh�myuird. (SmHIB-91nfTPp. qirxpedf¢ p WHE0.EQUALITYCOpNTS vuuFrueinprcyulrmm�u, cnma,� bi�rce (TeussPlumlw�w�<,TPI,ISLva¢Jn COd._ TPI ]-1995 ��, _ se�o�om�r,��oa.�,�m,ui.�m.w;�:,�, . ny�. TOTAL 40.0 psf � 7 1. -32R4 2- 5 C�NT�R� � � CSI �ZTOP (9IORDS:L2x4 _ SPP q1/az (x) ixa conei�uo� iaeazai btaOcing acea�n I TI:�U2H2 TY:1 � 1213 �ed with � ===JOint Loca[iona===�=_________� 1- 2 -1492 0.04 0.91 0.45 HOT IXORDSi 2x4. '.SPF ql/p2 (N) �2- lOd naile each me�ber where ehwm.Bracing I �1) Oc�O� 0 6) 29- 4- 8 11) 11- 7-10 2- 3 -1195 U.02 0.33 0.35 WGBS: Zx4' SPF k3 (N) MUST be poeitioned to provide equal tinbraced , 2) 6- 5-11 7) 29- q- 8 12) 8- 0- U 3- 4 -834 0.02 0.49 0.51 2x4 ' .SPF STUD (N) 1,7 eegme.nte OR 2x4 °T" brace may be nailed flat 3) 11- 7-10 8) 2J- 2- 6 13) 6- 541 4- 5 -1173 0.02 0,32 0�.33 ' 2x4'.,.SPF ql/k2 (N) 4 to edge of�wrb with 12d naile epacad 8" o.c. I 4) 1B- 0- 6 9) '21- 8- 0 14) 0- 0- 0 5- 0 -1394 0.03 0.25 0.28 SLIDERS: 2x4 � SPF µl/q2 (N) Hrace must�.erztend at leaet 90} of web length 5) 22-11- 4 10) 18- 0- 6 0- 6 -837 0.01 0.20 0.21. WEDG&S: 2x4 �.SPF ql/q2 (N) 2x6 Brace raquired on any weh exceeding 14'. ' --MAR. ItEACf10NS PEA BEARING IACATION----- +.Denotea 90,dagree plate orlentatlon. ❑: Plate OFFSET fiom joint cea[er. .Rafer X-LOC Vert Horiz Vplift Y-LOC lype BC FORCS AXL Hcm CSL All COt�@RESSION [�orde are aeB�ed Co be to Joint De[ail Repoit. � 0- 1-12 1227 0 0 BOY PIN 14-13 1053 0.26 0.21 0.46- conGinuously bracad unlase noted othexwiee. - 29- 2-12 1175 0 0 BOT H-ROLL 13-12 1051 0.26 0.05 0.31 MAX LIVE LOAD DEFLECTION; � 12-ll 1051 0.26 0.19 0.40. , L/999 � � � 11-10 839 0.20 0.16 0.37 ' L�-0.05" D==0.05" T=-0.10" " � 10- 9 1002 0.24 0.16 0.41� • Mlil( HORIZONfAL DSFLECfION: ' ' 9- 8 1002 0.24 0.05 0.30 T� 0.07"�. . 8- 7 1003 0.25 0.26 0.51 �� ' WEH PORCE WEH FORC6 � ��I 2-13 90 4-10 330 � ' 2-11 -319 540 -253 ' � ' � � - i ' 3-11 367 5- 8 79 ' 3-10 -B ' ' , . � w�m = 1.15 � - Il-7d0 6-0d2 I 11-0-2 - � � �� t �2 , i 5 ' 6 ' . �� ' I -10 00 (6X6] Drop = 0-1-13 SX6 � I I i � , ; � [6XSJ . . �4X9] . � � 10-9-11 -, ' 10-2-15 - I � 3X4 � 0-6-9 i 3X4 0-9-8 .� I � �� ' � � �� [SX6J ZX4 3X6 SX6 SX10 3X6� 2X4 [SX10j � i , `,„`OiEi,r,,,,/ ' � . . � • ' I .�N R I `�� q �;, H I A �Q�' El No. F � �% . . � � 29-0-8 �, � 16qq,z � � , 14 13 12 11 10 9 i 8 7 - STATE pp �= u2�a sso^ , mss asa,� : 0-10-8 29-0-8 "�t /ND_� : � I cei-i-ii�'� I ; �� EXCEI'T AS�SHOWN PLA7'ES ARE.TL20 CA 'I'FSPED PER ANSIITPI.1-1995 I . scale = 0.1875 '�'A��FF �U`��' . ' � WARNIHG7 READ�ALLNOTESONTHISSHEET. � Eng. Jub: WO: '�.�SSIOfVAI �,o� � � . �j A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING D"g' CEMi'EX Truss ID: U2II2 . II��, Ds nr: JRH Chk: Dufe: ll-17-00 � . TRUSS MANUFACTURING GONTRACTOR. . � �i B BRACING WARNING• , TC Live 20.0 psf DurFac-Lbr: 1.15 COMPANYING. u„� �,u,,,„„ in un��c�:�m+ a hndnp, nlh ie.r�•in ir :imu..n. mx TC Dead l0A sf Du�Fac-PII: 115 PO BOX 418 ni n �,q,r�n,�w ea�.i� „u ncn „:ine a cunr�hcn uul eu leM� u .��e P O.C. c^'lCln 7A.0" m rr i.�r in�M , r�N:p n�, mlyiarcJUeMikl ylcn¢m.Prd�i � uvine; BC Live 0.0 psf g� � WESTFIELD:IND'46074' � dri �n��rin� m�rt. rarmi�.:n J1rmliieJhjiMhlW�xJesi�ncn $C D¢9(I 10.0 sf Desi� ��eria:TPI • .wa �u,imu� 6r�� .K.,n,; 4emyulrN'pa.1119-91nfTY1), Fwspmifrc P Code�e ."PI1-1995 WIIEREQUALITYCOUNT$ wvhnclnLrcWircmen0. cimuei„_.. .i�rcc (TNssPhieliu�imiqtPl.inlit�nNu ' � : 58]O'On��GinOrim.MyJiv.m.Wivuin � �%. TOTAL GO.O ysf V: 1. 1. -32344 -5 CENTEX 2625 MODEL�� 1213 WO: � � 1'I: U1H3 TY:1 TC FOACE AXL BND CSL TOP Q{ORDS� 2x4� SPF #1/N2 (N) �%4 continuoue lateral bracing attached with �--- ---- --e=,TOint Locatlo�=====__=z.e.e 1- 2 -1513 0.04 0.32 0.36 HOT CHORIISi 2x4"� SPF ql/p2 (N) L'T�2- lOd naile each mmiber where ehown.Bracing � 1) 0- 0- 0 5) 19- 7-10 9) 19- 7-10 2- 3 -1308 0.03 0.20 0.23 WEBS: 2x4 :SPF p3 (N) MUST he poeitioned to ptovida equal unbraced ; 2) 5- 1- 1 6) 24- 6-15 10) 16- 0- 0 3- 4 -93n 0.01 a.30 0.31 � 2x4 . SPF STUD (N) 1,6 aegmente OA 2x9 "T^ brace say be nallad Elat � 3) 10- 0- 6 7) 29- 8- 0 11) 10- 0- 6 4- 5 -930 0.01 0.30 0,31 WEDGES: 2x4� .� SPF pl/N2 (N) [o edge of web with 12d naila epac¢d 8" o.c. i 4) 19-10- 0 8) �29- B- 0 12) 0- 0- 0 5- 6 -1308 0.03 0.20 0.23 ❑ : Plate OFFSEf trom join[ center. Refer Hrace muet ex[end at leaat 90t oE web lengGh ;----MA7(_ 72EACfZONS PEA BEAI2SNG I.00ATION----- 6- 7 -1513 0.04 0.32 0.36 to Joirit Detail Report. Zx6 �Brace required on any wr1� ezceeding 14'. X-LOC Vert }briz Uplift Y-Loc Type MAX LIVE LOA�'.DEFLSCTION: Al1�COi.1PltSSSION Chorde are'aaeimed Co ba : 0- 1-12 1239 0 0 BOT PIN BC FORCE AXL HNI) CSI L/999 continuouely braced unleee noted othan+iee. 29- 6- 4 1186 0 0 BOT H-ROLL 12-11 1099 0.27 0.34 0.61 L�-0.13" D=-0.12" T=-0.25" � i 11-10 1023 0.25 0.34 0.59 IM% HORI20NTAL DEFLECfION: . � � � 10- 9 1U23 0.25 U J4 0.59 T= 0.07•�� . I 9- 8 1089 0.27 0.34 �.61 � � WEB FORCE W6B FOAC6 . � . � 2-11 -209 4- 9 -184 � � ' 3-11 496 5- 9 996 ' � I 4-11 -164 6- 9 -209 � � ' RMH = 1.15 � � ' I i I 0' - - -0 �� -0-6 1 z 4 6 7 . . . 1� . � -10 00 SX6 - DropSX6o 1 �J SX6 � I I I 2X4 2X4 9I5-IO �� -� � B-10-14 0-6-9 I � 0-6-9 � • � � [SX6] 4X10 - 3X6 4X10 � [SXfi] � I �..v\0 �E.,q' ,,, � ��1 ,Q 19 I M . ``�� R GNo E �CF'., � 2 -9-0 � ` � STqT 42 �� . o-to-s 1z39q 3.50" ll � 30 9 j 1187q 3.50" �= E OF - J Zy_8_o I '�r IND�� = ixt-i-,ij°I f I � A�� EXCEPf A'S. SHON'N PLATES ARE TLZD CA 'I'FSI'ED PER ANSI/TPI 1d995 . � � scale = 01875 %90F Vt�� ' ' WARNING: READ ALL NOTES ON THIS SHEET. ; Eng. Job: WO: ''��SS/ONAL F'N`` � � ��- � A COPY OF THIS DRAWING TO BE GIVEN TO�ERECTING D�rg: CEMI'EX � Truss ID: UIH3 CONTRACTOR Dsgnr: lRii Cnk: Date: 11-17-00 � , .TRU55 MANUFACfURING BRAGING WARNING , �TC Live 20.0 psf DurFac-Lbr. 115 � COMIPANYINC. o,. �,i. �n:a -��r��i - r n �e,wi�en�..��.M„�.in...m.��,.imu„n�6� �TC Dead 10.0 psf DurFac-Plt: 115 PO BOX�418 n.n�..m.��r�n�uu��ur.��.N..ni.nm�:�n�.,��.m�rcanr�n��wi�eu�.�eM.. e..�t�x n nAr.mi�fixlyle�tlw�xutafWi-�mlcunnlymrtJuveMicklinplen¢�h. Prvvi�i�msmunAe BCLive 0.0� psf O.C. Spaeing: 24.0 WESTFIELD IND.46O74. mauem��mx.h¢nlhncingar ds�wiiONlix�iinmuemrmircJhy�hehuiminyJaipncr. $C Deud 50.0 sf Des� ?rileria• TPI wJJitlnn�l�ntlnl'��(Neuvcrv0 _mryM1ercWirN..(SCeH18.91nlTPq. Fnry¢eife P WIIGRE Ql1ALITY�COUNTS ' � wsi Fncing rcyulrcmems, ennmi.._� 'vai�ncr. (Truss Pla�e liu�iwm,TPI,is Lc�wl a Cod�_ � �TPI 1-1995 � '- ' 7e�o'o��rtd�i ori�a mya�sim,wh.m nv7. ' TOTA(. 40.0 ps( V: 1 �l. - 2$4 4-57 CENTEX 2625 MODEL 1213 WO: � TI: U2H3 TY1 TC FORCE A%I. HND CSI TOP QfORDS: 2z4 �SPF N1/N2 (N) �[1X4 continuoue lateral 6racing attached with � -s :.--� ==,7oint Locatrone==.======e=.�== 1- 2 -1496 0.04 0.31 0.35 BOT IXORUS: 2x4 SPF pl/q2 (N) �pK2- lOd nalle each mr�ber whera ahrnm.Hracing ��1)•LO- 0-�0 5) 19- 7-10 9) 19- 7-10 2- 3 -1291 0.03 0.21 0.23 WEBS: I 2x4 SPP p3 (N) MOST be poeitioned to prwide equal �nbraced 2) 5- 1- 1 6) 24- 6-15 10) 16- 0- 0 J- 4 -916 0.01 0.30 0.31. 2x4 . SPF STUD (N) 1,6 eegmente OA 2x4 "T" brace may ba nailed flat I 3) 10- 0- 6 7) 29- 4- 8 11) 10- 0- 6 9- 5 -903 0.01 0.30 0.31 SLIDEAS: I 2x4 SPF #1/q2 (NI to adge oE web qlth 12d naile epaced 8". o.c. 4) 14-10- 0 8) 29- 4- 8 12) 0- 0- 0 5- 6 -1264 0.04 0.26 0.30� WIDGES; 2x4 'SPF #1/p2 (N) erace.muet eutend at leaet 90} of web length ----MA:C. REACTIONS PER HEARING I.00ATION----- 6- 0 -1386 0.04 0.27 O.11 (] : Plate OFFSET from joint center. Rafer 2x6 Hraca'raquired on any web axceading 14•. X-LOC Vert Horiz Opllft Y-LOC lype 0- 7 -861 0.01 0.18 0.20 - to Joirit Detail Repozt. ♦ I)enotee 90 degzee plate orientation. ; �0- 1-12 1227 0 0 Baf PII] MA7C LIV6 iAAD'DEPL&CTION: All CQ�ft855ION Chords are aee�ed to be 79- 2-12 1175 0 0 Baf tt-AOLL BC FORCE AXI. HND CSI L/999 � . ' continuously braced unleee wCed othecwiee. ' ' 12-11 1075 0.26 0.35 0.61 L=-0.13." D'--0.13" T�-p,25" � � 11-10 1002 0.24 0.35 0.59 MA7C NORI20NTAL DEFLSCfIpN: � . - 10- 9 3002 0.24 0.33 0.58 , T= 0.07" . � i 9- 8 1012 0.25 0.34 0.59 ' . � � WEB FORd' WEB FOACE , I 2-11 -210 4- 9 -196 - , 3-11 484 5- 9 457 ' ' . � 9-11 -168 6- 9 -143 ' � RMB = 1.15 � � ' � . � I i . 7 . _ 9-7-0 li ' _ q . �� 1 2 4 � 6 7 � . I 10 00 - � �� -10 00 - � � � Drop = Od-13 � SX6� SX6 SX6 I � � 2X4 � � I 2X4 I 9�5-10 � I " � 6-10-14 i 3X4 . 7X4 . 0-G-9 i 0-9-8 � i � � �sxe� 4xio 3xc axlo i �sxio� � i `.`' \0 ��,,,,,, I ON E. AR', fi � :Q�''� R �°r FcF�' zs a � 16q42 % . 1z I1 10 9 I 8 _� STA� 7-= �_ �izz�a sso�, ; ivsa aso�� - �0-10-8 � l 29-0-8 - �ND1AN = cxi-i_ii)� I ; , t� �� EXCEPT AS SHOWN PLA7'ES ARE TL20 CA.TESTED PER� ANSpTPI 1d995 i � scale = 0.1875 ';.o� ��, ; i ',,O,of, �G`�,�` WARNING: READ ALL NOTES ON TH15 SHEET. ` �'og. 7ob: WO: '��'ss10NAL F'��` � � � A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX Truss ID: U2H3 �� Dsgnr. JRIi Chk: Date: 11-17-00 CONTRACTOR. � � TRUSS MANUFACfURING $RACING.WARNING: � � ! iTC Live 20.0 psf DurFac- Lbr: 1.15 COMPANY�INC. o��u�n,��i�m�sun.m¢�s.��nr�av�.�n��m�,wimn�.�i�i.m�.uin�i��QVm�mnn�i�e �TC Dead 10.0 .psf Du[Fac-Plt 115 PO;BOX 4�18 w�x'hi��panofihe�uiWinpJesigRaNwM1ic�mue�M1ivnnsWarvJlryJ��uilJinpJasiyrcr. Brxiny O.C. S acin 24.0" �n,��is ev i.mni mnn�m.rt�NU memn�..��my n�.m��nuckunx�•�s�. rn�.isi��n.mus n. BC Live 0.0 psf P g� , WESTfIELD IND 46074 mede4urcMiilo¢�ilhrvcinpof� � �.IyiecifiNliFaOnnfJe�ermineJhy�hehulltlinYJesirnce $C DC�d 10.0 sf Des� - Criteria• TYI AJdilli�nvlhrvCln{nfihcnvsrvll r..mryh<rcyuircJ.�(SeeNIB-91.�ifTPq. F�rmeci0c. P � WII6HCQl1ALITY.[OUNTS �rvssM1nvinprcyulmmenu, nnn� engKr. (TmaPlnalnilNtqTPI,iiL[ncJal � C00 TPI1-1995 " 591D'OnnfnnD�ivqMNium,Wis�n IIq). TOTAG 40.0 psf V� 1 01. 32ft43 - R CENTEX 2625 MODEL . � 1213 WO: ' ' TI: UIH4 TY:1 TC FORC6 AXI. BND CSI TOP [9f0AD5�: 2x4 SPF i{3/�{2 (N) [j: Plate OFFSEP from joint centat. Refer � __ --��._�JOint Locatio�e..=�=�aenz_.�a 1- 2 -1526 0.04 0.35 0.39 HOT C110RDS�: 2x4 � SPF #1/#2 (N) to Joint Detail Report. i��l)cc0- 0- 0 6) 25- 4- 8 11) 14-10- 0 2- 3 -1363 0.02 O.1B 0.21 WEHS: 2x4 : SPF STUD (N) � Oenotes' 90 degree plate orientation. i 2) 4- 3- 8 7) 29- 8- 0 12) 8- 5- 3 3- 4 -1]54 0.03 0.56 0.59 ��. 2x4 . SPP q3 (N) 3,5 Ail C�FESSION CEOrde are aee�ed to ba 3) 8- 5- 3 8) 29- B- 0 13) 0- 0- 0 4- 5 -1254 0.03 0.56 0.59 WEOGES: '.2x4 . SPF pl/#2 (N) continuo�sly braced unlese noted.othaxwiee. � 4) 14-10- 0 9) 21- 2-13 5- 6 -1363 0.02 0.18 0.20 MAX LIVE IAAD DEFLECfION: � 5) 21- 2-13 10) 16- 0- 0 6- 7 -1526 0.04 0.35 0.39 � L/999 I . ' ' I,____�g, �,p�IQNS PER BEAAING IACATION----- L=-0.07" �D=-0.07• T=-0.13" �. ' -X-LOC Vert Horiz Uplift Y-LOC lype BC FORCE AXL H[J� CSI MN( HORIZONfAL DEFLECTION: � I 0- 1-12 1239 0 0 BOT PIN 13-12 1100 0.27 0.33 0.60 T- 0.07^ �29- 6- 4 1186. 0 0 HOT �H-ROLL 12-11 990 0.24 0.16 0.41 I 11-10 990 a.24 0.16 0.41 ' � , i 10- 9 990 0.24 0.15 0.39 � � ' � � 9- B 1300 0.27 0.33 0.60 ' � ; � - WEB FOR(� WEB FORCE .. 2-12 -145 5-11 386 ' ' - 3-12 234 5- 9 234 � ' - 3-11 386 G- 9 495 ' 4-11 -428 AMB = 1.15 - ' � ' I ., 85] . 2930 , - - � .' 1 2 - . 4 � � 6 7 . � 10 00 ' I -10 00 . Drop = 0-1-1J � � [6. 8J � 2X4 �' [6 8J i ; I - ' . 2X4 � X4 � . 8-1-10 �: . . I - . 7-6-t4 � i I 0-6-9 I � 0-6-9 � � �� [SX6] 4X6 . � 4X103X6 � 4X6I [SX6] � I ... • I �,,�N�O ,E r,;'y'R�,�� I . R ; � ; '� csrF �'f'=, zv-s-o I ;Q2 R rvo, e ; �3 iz ii io v I s ' 3�42 . • 1239q 7.50" ' =�'r SrA'�-�� = 0-1-°�S� I i �is�a �so�� 29-8-0 IND1ANq ' ca'-'-i') � � A�� ` EXCEPT AS SHOWN PLATES ARE TL20 CA_TES'I'ED PER�AN51/TPI 1-1995 � I scale = 0.1875 �%�OF V��: WARNING: READ ALL NOTES ON�THIS SHEET. �. E�g. Job: � WO; �'�FSSIONAL ��`� � � � A COPY OF THIS DRA��'INC TO BC GIVEN TO ERECTING Diwg: CENTEX Truss ID: U1H4 """'�� -� " Dsgnr: JRIi Chk: � Date: 11-17-00 � . � TRUSS MANUFACTURING CONTRACTOR. , i 6RACING.WARNING: iTC Live 20.0 psf DurFac-Lbr: 115 GOMPANY INC.. u� x;n�„„;��m d - �e�s��«n��n��e w��•��e,i�•uin.,�m¢�.,�mu,�nn�m� TC Dead 10.0 � psf DurFac-PIL• 1.15 PO 80X 418 n n�..n.n r�n IJIniJaei{n�N�whlvM1mustM1i .WCrcJFY��ildinl'Jn�lner. Bn�in[ n slniwnbGMlamnlwj�mm�fm�- �m�manlY�uMUahucklinLlmriA. Pmvi4nmmusihe � BC LIVC ' O.O p5� O.C-.Spacing: 24.0 ' WESTFIELD.IND46074 maJcineixh�nlmalhnclner m:v�arme um�ciermLx.rl�y.thelwilJinCJcsipner. BC Dead 10.0 s[ De �riteria:TPl AtlJiunnal�uung� fihc �verzl, ylier<y(N {SaeHIB�91 JTPp F,y��r� P Cotl�-.. � TPI1-1995 ,. WMERE QUALITY COUNTS wv hnclny rcyW vmmU, c�mui� Ivsipncr (fmu Plae Inai�i ,TPY,Is LcamJ n se�o�o�,rtri��oa:ara.uiHr,w�i�� nw�. TOTAL 40.0 psf V: ]. L �-32 4 -S CENTEX 2G25 MODEL 1213 WO: TI: UH4 TY:1 TC POR� AXI. BND CSI TOP C7IORD5�: 2x4 - SPF ql/7�2 (N1 ❑: plate OFFSEf frcm joint center. Refer �� _- --_-===_�JOint Locatione======a=====___ 1- 2 -1526 0.04 0.35 0.39 HOT CFiORDS': �2x4 � SPF pl/#2 (N) ' to Join[ Detail Report. I L1) 0- 0- 0 6) 25- 4- fl 11) 14-10- 0 2- 3 -1363 0.02 0.18 0.21 WE85: ,2x4 . SPF STUD (N) ♦ Denotee 90 degree plate orienta[ion. '� j p) 9- 3- 8 7) 29- 8- 0 12) 8- 5- 3 3- 4 -1254 0.03 0.56 0.59 . 2x4' SPF q3 (N) 3,5 A71 C(R]PAS55ION Chorde are ase�med to be ' 3) 8- 5- 3 8) 29- 8- 0 13) 0- 0- 0 4- 5 -1254 0.03 0.56 0.59 WF9GES: � �2x4 '- SPF ql/#2 (N) continuouely braced unlees notad oeherwiee. I 4) 19-10- 0 9) 21- 2-13 5- 6 4363 0.02 0.18 0.20 MAX LIVE,LOAD DEFLBCPION: 5) 21- 2-13 1D) 16- 0- 0 6- 7 -1526 0.�4 0.35 0.39 � L/999 I ' ' ' � I----�p7(. {�.;p�IpNS PER BEAHING I,OCATION----- L=-0.07" D=-0.06" T=-0.73" X-Lqc Vezt Horiz Oplift Y-LOC 1�,pe HC FOACE T%L HND CSI � t�X HORIZONfAL �EPLECfION: � � 0- 1-12 1239 0 0 HOT PIN 13-12 1100 0.27 0.33 0.60 T= 0.07^ . . - ' I29- 6- 4 1239 0 D BOT H-ROLL 12-11 990 0.24 0.16 0.41 11-10 990 0.29 0.16 0.41 ' � 10- 9 990 0.29 0.15 0.39 " 9- 8 1100 0.27 0.33 0.60 � , �'� WEB FORCE WEH FOACE � � ' I . 242 -145 5-11 386 I �� ' . I 3-12 274 5- 9 239 . � I 3-11 386 6- 9 -145 4-11 -428 � " ' � RMB = 1.15 ' - ' -. i . S z I �. 1 2 �� 4 I 6 7 � 10 00 �' -10 00 . Drop = 0-1-13 �I . . [6 8] - . 2X4 '[6 8] I � � 2X4 �.. gq � . � 8-I-10 . � I 7-6-14 0-6'9 . - a-6-9 T� I � �� .: I: [SX6] 4�6 � 4X103X6 � 4X6 I �SX6] � � .`°`,10 �E�„� I ��. ,;�p� ARC•� ^ I � _ � c srf c^ ;, zv-s-o I =Q I co4z F = �s iz ii io v ' s �� 12J9q 3.50" - 1239p 3.50" _YZ' Srf�_ T� �- '0-10-8 '-I f - 2Y-8-0 � �L_ �.- IND1ANq - cai-i-i>> � ��xi-i-ii> �'A�-_��`' EXCEPf AS-�_SllOWN PLATES ARE TL20 CA 'I'ESTED PER.ANSUTPI 1-1995 ' � scale = 0.1875 '.O,r (�� WARNIMG: READ ALL NOTES ON TAIS SFfEET. ' Eng. Job: WO: �'�FSSIONAL ��o`�� ` � �� A COYY OF THIS DRAWINC TO BE GIVEN TO ERECTING Dwg: CEN7'Ex � Truss ID: UH4 ��'�"�'�� ' � Dsgnr: JRH Chk: Date: 11-17-00 CONTRACTOR. � . �TRUSSMANUFACfURING gRACINGWARNING• • ' 'i �TCLive 20.0 psf DurFac-Lbr. 1.15 COMPANYWC. �e��d��m�wnonm�id�wm�i��u�rc.r��no.��p �.�� I DurFac-Plt 115 i y,wiixl hrxin ui nndn x simimr nncin TC Deed 10.0 psf PO�.BOX418 ��n�••m��nn�n�aumx�•i��?�wm�nm�:�n�um,w�rcanr��n�uumsu�v�cer.�inc O.C. S acin i 24.0"' n r m i nr� rw� � n� iy�, .a n�,ti„i ir��m r i i „u n. BC L(ve 0.0 p�sf P B , WESTFIELD IND 46074 d i n� i i in��o.� ��„�� irui n � d� tMany n n�udi�d2�¢Mr. - gC Dead 10.0 sf Des' -�^riteria: TPI AdJlll IM1� � f Im ❑� yM1<rc.ryl d (5 -HIU.91 fTPq F xpc�'llie p W HHNG Ql1AUTV COUNTS miv hi��lny rcyulrcmenir, mm � Inl�rcr. (Trvy PI�¢ImtlWm;TPI,I�LcneJ n COC TPI 1-1995 _ _ sa�o�oM,ui��oa.e.m,mH��.w��-� nv�. TOTAL 40.0 psf V: l. - 2 487- n,...,.�. ....�... .,.., „�„ ,�.,,,. �.�r,.,. „�„�„�.. ' � . CENTEX 2625 MODEL 1273 � TC FOACE n�¢, srro csx TOP C1{OADS:' 2%4; SPF �lIN2 �H> � WO: TI: UIHSGR TY2 1- 2 -3859 0.14 0,26 0.40 BOT CF(ORDS: 2x6 SP I�II's[,-27 I7 : Plate OFFSET fr� joint centez. Refar 2- 3 -4035� 0.07 0.41 0.48 WEHS: ' 2x4� SPF p3 to .7oint Datall Report. " "°==='=Joint Locations=====m.s=:neve 3- 4 -4035 0.07 0.41 0.48 . (N) A11 CC1.IPRESSION Cpords �are aeeumed�[o be 031�' � �- � 5) 29- 9- 0 9) 14-30- p Zx4 SPF ql/p2 (N) 2,4 continuously braced unleee no[ed otherwiee. 3) 14-10- 0 �) 22_ 8- 0 10) 6-10- 0 4�- 5 -3854 0.19 0.26 0.90 2-PLY 1RU551 taetrr w/lOd naile in e[aggered attern g T�'�a Z-PLY Cruse deelgned to carry 4) 22-10- 0 8) 16-10- p 11) 0- 0- 0 HC FORC6 A]([, g7.7p �g= �_,2 per EtP BC- z�r nailin echedule: 8� 9+ epan framad to BC one face � 31-30 2856 0.09 0.19 0,27 Dietribute loade e Per ft. WEBS- 2 per ft 2' p^ e an e lit- 1�- 9 2865 0.08 0.21 0.29 9�ally to each ply. .,p p fz�ad to oppoei[e face ----________ ��, DESIIN LOApS ------ 9- 8 2865 0.08 0.21 0.29 � L� �� DEFLECtION: . . Vnifoxm PLP Fcom PLF TO"' 8- 7 2865 0.08 0.19 0.27 L/999 . TC Velt L�D -60 -0-10- 8 -60 0- L=-O.OB^ D==0.08" T=-0.16" TC Vert LtD -60 0- 0- 0 7- 6 2856 O.OB 0.19 0.27 MA)( HORZZONTAL DEFLECTIpP�: 0- 0 -60 29- 8-�0 BC Ver[ L+D 450 0- 0- 0 -150 29- 8- 0 P'EB FOACE {ySg FORCE T' 0.05" . . "--MA%. REACTIONS PEA HEARiNG Lp(7�TION-'"" 2-30 ll29 4- 9 1438 %-�C Vert Noriz Uplitt Y-LOC 4ype 2- 9 1438 4- 7 1124 � � 0- 1-12 3167 0 0 eOT PII7 3- 9 -4H3 � : ' . 29- 6- 4 3114 - 0 0 BOT H-AOLL W�ID = 1.00 . � � - � 2-PLYS R�QiJIRED 6' _ . . . � . _ _I _ . 3 1 00 0 5 -lU 00 ' � [6X12] 3X6 [6X12] � . r- 6-9-10 � �6 9 .. G2-14 � � - 069 � JX6 � � (SX6] � 6XI25X8 3X6 [SX� � .'��N;p'E'/AR,,�� , P9 ;�c� g � st �'�^�;, R , 16442 e ' I1 29-8-D _ $r {7' . . . 3167q 3.50" 10 9 � 7 6 _� 'q`,rE OF _ � 0-10-8 3115q 3.50" - INp1ANq- c cx�-i-i��°I I� 29-8-0 �'A�_t�� EXCEPT AS,SHOWN PLATES pRE TL20 GA 'I'ES'I�ED PER ANS[/TPI 1-1995 scale = 0.1875 � �� WARMING: READ ALL NO'CES ON THIS SHEET. Eng. 7ob: �.yp; ,+��O��SS�OfVAL F'�G`�``` � A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg' CENTEX Truss ID: UIHSGR � • (�`� TRUSS MANUFACI'URING CONTRACTOR. . . nsgnr: !RH Chk: Date: 11-17-00 Y COMPANY INC. B�CING WARNING TC Live 20.0 psf DurFac-Lbr: 1.15 PO BOX-4 I 8 �" `�n"�"�"�� u "'"„` ' n `'�"e.w��hnii��;p,mi nnnnp w dmuv bravtne TC Dead 10.0 psf DwFac-Pit 115 whi h is a pen ulNe hypdiny desi{n unl �hnh un h ci�uWcrtrl hy ihe 1wpJini Jn��n Bncin¢ • WESTFIELD IND;46074 '"' ' � °i"' "'"'" """`"' M �1��°MU<Irviklinglcnrih Pprv�yhyumuslhe HC Live 0.0 ps[ O.C. c^acing: 24,0" , m�Je�iiam�h�whienlhnc�ne��e�"" ''spedlicuLce�inm�e&rmlmlhy�heM1UilJinrOesiyrer. AJJiiianalhrvcinC�lhenvenllp �ayrye« ;,�,i. �s«xio�sinlTPp,.Fnr BC Dead 10.0 psf D��L �:iteria:TPI H'HEREQUALITYCOIINTS �N�n�,�i� '""�r` � Code.. TPI1-1995 y rt4uimnenU. [unla�� . � SB]D'Orufrin Ddve.MWiam.WIRVC ..loirrcc (Trvu Pb¢Iiullw�c.TPI.ia Lauvl p� � � `'19" TOTAL 40.0 .. .. _ . . . : .�.._... Psf V• 1.07 - r.61 . CENTEX 2625 MODEL 1213 W0: TI: UHSGR TY:2 1C FORCE AXI. BND CSI TOP IXOADS: 2z9 '. SPF #1/�2 (N) [] : Plate OFFSfiT from joint center. Refer a===e�=_��===JOint Locatione====va=��.e.�va 1- 2 -3854 0:14 0.26� 0.40 eOT (]tORDS: 2x6 : SP MEL-23 [o JoinC Detall Report. 1) 0- 0- 0 5) 29- 8- 0 9) 14-10- 0 2- 3 -4035 0.07 0.41 0.48 WEHS: 2x4 '. SPF #3 (N) All COt�AESSION Chords aze aee�med [o be 2) 6-10- 0 6) 29- 8- 0 10) 6-10- 0 3- 9 -4035 0.07 0.41 0.48 2z4- �SPF #1/p2 (N) 2,4 continuouely bzacad vnlees notad othexwiee. 3) 14-10- 0 �) 22-1U- 0 11I 0- 0- 0 4- 5 -3854 0.14 0.26 0.90 2-PLY TRUSSI fae[en w/lOd naile in � . Thie 4-PLY�ttuee deaigned to cariy 4) 22-10- 0 B) 16- 0- 0 etaggered pattern per nailing echedule: 8' 9" epan Eramed to BC one face BC FORCE AX[, BtID CSI TC- 2 per ft. eC- 2 per ft. WfiBS- 2 pet Et 2' 0" epan eplit-fraaed to oppoelta face ---------___ ��, DESIGN LOADS ------------ 11-10 2856 0.08 0.19 0.27 Dietiibu[e loade aqually to each ply. ' _ Vniform PLF From PLP To 10- 9 2B65 O.OB 0.21 0.29 MA]( LIVE�IAAD�D6FL6CfI0N: TC Vert L+D -60 -0-10- 8 -60 0- 0- 0 9- B 2865 0.08 0.21 0.29 L/999 .: " 1C Vat[ L4D -60 0- 0- 0 ' -60 29- 8-� 0 B- 7 2865 0.08 0.19 0.27 L=-0.08"� D=-0.08" T=-0.16" . TC Vert L+D -60 29- e- 0 -60 30- 6- e �- 6 2856 0.00 0.19 0.27 MAX HORIZONTAL ➢EFLECTIOx• HC Vert L+D -150 0- 0- 0 -150 29- 8- 0 T= 0.05" . . ' - --"MN[. REI�C1'IONS PER BEAAING LOCASION"--- WEB FORCE WEB FOR(Ti %-LOC Vert Horiz IIplift Y-LOC Type 2-10 .1124 4- 9 1438 "_- 0- 142 3167 0 0 HOT PIN 2- 9 1438 9- 7 1124 ' 29- 6- 4 3167 0 0 BOT N-ROLL 7- 9 -483 � . . PFID = 1.00 � 2-PLYS REQUIR�D -10- -o- ao- 1 J 5 � 10�� ' -]0 00 ' . [6X12] � 3X6 (6X12] . . �� G-9-10 - � 6-2-14 0-6 9 0-6-9 � � � �. � [SX61 3X6 6XI25X8 3X6 [SX6] � `,oN`Q�E�,qR ,'' N � :�� R � srf CF=; 2 _8_0 No, F `e 16442 '= � � � }I67p 3.50" 10 .� - 9 8 � 3167p 3.50" _� STA-E� �= o-io-s zv-s-o �-�.-_ - IND1qNq � cai-i-rij� f �xi-i-ii> � p� �� EXCEPT A5-S[iOWN PIATES.ARE TL20 CA T&S"I'ED PER�ANSIITPI 1-1995 � scale = 01875 �%�0,�. V��: WARNING: READ ALL NOTES'ON THIS SHEET. Eng. Job: WO: �°oFSSIONAI �-�.`��,` �� , �j A COPY OF THiS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEx Truss ID: UHSGR �"Op11� CONTRACTOR Dsgnr: .IttH Cnk: Date 11-17-00 , TRUSS MANUfACfURING gRACING WARNWG TC Live 20.0 pst DurFac-Lbr: 1.15 .COMPANY�MC, eudne a!!�wn wi m a d v inu i n x ixn n a�e:w�n�n � p na n� n� m iv nncm� TC�Dead 10.0 psC Dut'Fac-Plt: 115 POBOX'418� n�ni p ii(Ne1mIW�yJ ib�-wwmn .�n� u�anr�n ia��u �K.. s�.��i O.C.-��acin 24.0" .m�.,� rKii� i �� rw.• n� ir�� m,�ui�a��g�n e. i��„,�m�vk SC Live 0.0 - psf' B� � WESTFIELDIND96074 w i�.umdi� im.cieu iynr.ai,F� Jm�mmN�yNCM1Ui1Jie��icMr gC.Dead 10.0 s( Desi �riteria:TPI AJdillorelhncin6 fNcivenll:� � rylxrcyWrN (SecHIB�91.ilTPI) Fi.sptti0e P. WIIHHG QOALITV COUNT$ ws Mxlne rcyuirt b; nmbn le�yrcL (T fi P61c Inihm �TPI,ii Lea�eJ vt COdC a. �TPI1-1995 ,. � se�o�oMrtd.�o��.�.m.mHr.wia,,. .irol. TOTAL 40.0 psf V•Ol. l. rU-3284 - 2 CENTEX 2G25 MODEL . 1213 W0: TI: URJ TY:13 TC PORCE AXI, B2]p CSI TOP Q{ORDS: 2�c4'� 'SPF H1/N2 (N) All COMPRESSION Chorde are eesumed Co be .e�=s<=__=_n.nJoint Locatione=___veee=_a�s_� 1- 2 -324 0.00 0.3J 0.34 BOT QiOR➢5: 2z4 'SPF ql/q2 (N) continuouely braced unleee noted othenaiea. 1) 0- 0- 0 3) e- 9- 8 5) 0- 0- 0 2- 3 -87 0.00 0.33 0.34 WEBS: 2x3 : SPF #3 (N) End vertical(e) no[ deeigned for expoeu=e 2) 4- 7- 2 q) 8- 9- 8 M�C LIVE [qAn �EPLECTION: to lateral wind preeeure. ----TW[, 7��=ONS PER HEARING I,OCATION----- BC FORCE AXI. 9N� CSI L/999 X-LOC Vert Hoziz Vplift Y-LOc e 5- 4 235 0.06 D.71 0.36 L=-0.01" D=�0.�00" T=-0.01" 0- 1-12 409 0 0 BoT PI1Hp MAIt NORIZONTAL D5FLECTION: " 8- 8-12 351 -0 0 HOT H-ROLL W&H FOACE WEH FORCE T= 0.02" " 2- 4 -296 3- 9 -93 - ' HI�ID = 1.15 � " S 1 Z 3 S 00 2X 2X4 , fi-9-9 ' 6-2-15 0-0 9 � � 7X4 4X5 pp�n�n�qi� � . , �ON�o E. qAc � ^ . � Q, G S7 C�`�% . � _ 8-9-8 I. ;Q ly°4 F � . . �5 . � � - S7A7E pF �= aoaa aso„ ssza i.so,� 0108 898 =� IND_ Iq q = tai-o-ioj{ �— —'� ± A- ��`= EXCEPT AS SHOWN PLA7'ES ARE 1'Ia0 GA 7'F..SI'ED PER ANSI/7'PI 13995 . - scale = 0.2500 . �''��6 G�� WARNING: READ ALL NOTES ON THIS SI�EET. Eng. Job: WO: ''�fSS10NAL �-�o` � �� .� A COPY OFTffi5 DRAWING TO BE GIVEN TO ERECTING Dwg: CEN7'Ex Truss ID: UEJ �� CONTRACTOR. Dsgnr: JRH Chk: Date: 11-17-00 �� • TRUSS MANUFACTURING BRACING WARNING: . TC Live 20.0 psf llurFac-Lbr: 115 COMPANY.INC. e�.i�:n��ni�ar.wm¢i.mMr..�i��mn,xm¢,w��n��e.MM+��•'��cw��m�y�nr.a�i TC Dead 10.0 psf � DurFac-Plk 115 PO BOX 4�18 ��h�»p�rtufikhuilJinpJasitn�Nwhichmuz�hccumiJereJhyJeM1UiIJin{Jesi�rcr. 6ndnC O.C. Snacin : 24.0" ilxmm is fw hunl wpMin uf wso m--^cn wly m rcJUCC huckllny Ien��p..PmvBiim�must Ae BC Live 0.0 p5f 6' � WESTFIELD:MD..46074 m,u��m.i,��in��mr.��. �etificJLw�iinnxJe¢rmlrcJM1yNthuilJin�Jevlpr,e�. DFSI iteria• TPI n�wia�,i n�wi�e orw�y�..0 v� ,,,y n�,�4�i.��.;�s«HIB-91 utTPl), Fnr yiecilic BC Dead 10.0 psf g WHEREQUALITYCOUNTS �wsshncinrrcyulremenu;�eomxn�.... �'si�Mr. (Tmc�Plv�elrmilw¢,TPI,i�I�FaNn COdO�i. TPI1-1995 '- . � sero•o��o-i��o�n�,mwtd��,wx.� .;vc � TOTAL 40.0 psC V: 1.01.,, -92R4 -6 CENTEX 2625 MODEL 1213 WO: TI: UlEJ TY:S TC FOR(� p7(1, gpp CSI 20p qiORDS:;2x4 SPP ql/p2 (N) All COTIPAESSION Chozde are aeawied to be =aJoint Locatione:==�===z��=a�se 1- 2 -327 0.00 0.35 0.35 HOT C910RD5: 2x4 : SPF µl/p2 (N) continuouely Draced unleae notad othexwise. L 1) 0 Oi 0 3) 8- 9- 8 5) 0- 0- 0 2- 3 -88 0.00 0.35 0.35 WF.BS: 2x7 � SPF Q3 (x) FY�d ver[Scal(e) not designed foc Pxpoeure 2) q- 7- 2 q) 8- 9- 8 MAX LIVE i.0A0 D&FLECTION: to lateral vind preaeure. ----MAX, AEACf10N5 PER HSMING LOCATION----- BC FOgCE n7([, HDID CSS L/999 � ' X-LOC Vert 'ROriz 5- 4 239 0.06 0.32 0.38 L=-0.�1° D=-0.01• T=-0.02" �7plift Y-LOC lype MA7C HOAIZONfAL DEFLECI'ION: 0- 0-12 348 0 0 BOT Pp7 W&B FORCE WES FORCE T= 0.02". .' � 8- 8-12 355 0 0 HOT H-ROLL 2- 4 -302 3- 4 -92 NMB = 1.15 - " 898 1 Z 3 8 00 2X � 2X4 6-Z"�5 ' 6-2-15 04-Y � � ... � 3X4 . 4X5 �ouuni�i . . .%�ON10 E. q'Ac, A `�_ � � srf F�; sva fl _ 1 a�a � = . . 5 . = STATE pp �� 3asa iso° assa iso�� =� INp NA ? f-- 5-9-8 ----°I �� EXCEPT AS SHOWN PLATES'ARE TL20 GA T&SI$D PER ANS[/TP[ 1-1995 scale = 0.2500 �� = '�`A��.�'�r �G��o' � WARNING: READ ALL NOTES ON�THISSHEET. Eng. Job: WQ: ��4�SS'�OIVAL F'�o`� � �: � A COPY OF TI�IIS DRAWING TO BE GIVEN TO ERECTING Dwg: CEN1�X ��- Truss ID: UlEJ '��"` Dsgnr: JRH Chk: Dafe: ll-17-00 �� . TRU55 MANUFACfURING CONTRACTOA. � � BRACING WARNING: TC Live 20.0 psf UurFac-Lbr: 1.15 COMPANYINC. e�.;��m��,�nmi,a.i.wnei,�n�..m,��n,;.;��,..;,wn.,.;,,r.mm�in�„:mr,.�;m;i.,n�.�m� TC Dead 10.0 psf DurFac-Plt: 1.15 PO BOX�418 wn��ni,.mn��r�n„iwi�x�xs�ao.�wni.�nm,,,�n<<,��„w�..dnr��n�n„uai�qd�.�cK.. a.:�mc c n eMwnlsGrlamnlw�mafws�'�-�Rrsun%mrNuccM1uctlinplcn�iR:Pmvnlurumunhc BC Live 0:0 psf O.C.- �acing: 24.0 � WESTfIELD IND 46074 m,a��.�.n�;,m�<�in�.i�i.� �:M��r.�i�.�.��.a��.mi�any«n�na��ru.,iaM,. � Desi �ri[eria: TPI AJJiilnnul hmciny uf�he maall. �•ny he reyulreJ. (Sec HIB�91��rrpi. F,K BC Dead 10.0 sf WHEREQUALITVCOUNTS wuM1�cinyrcyuircmrnu,�cbmm�.... oFigar. �TrvuPlaulnnhmqTPl,bI��N�at P Code.� 'TPI1-1995 � se�o�o��i.n�od..,M.u�n�,w;4,. �w�, TOTAL 40.0 psf V� 7 � ,�-3284 1- CENTEX 2625 MODEL 1213 xc cnncs a�a, erm c"sx TOP CF30RDS:.2x4. f SPF q1I#2 �N) WO: TI: UMI�tl TY:3 1- 2 -323 0.00 0.37 0.37 SOT Q{ORDS: -2x4 SPF pl/#2 (N) �'1 ��SSION Chozds are aee�m�ed to be - �-- ---- �=JOint Locatione==»===��e� 2- 3 -166 0.00 0.25 0.25 WEHS: ��2�c3 �� SPF q3 (p� continuouely braced unleee noted otheawiee. �1) 0- 0- 0 3) 8- 9- 8 5) 6- 3- 8� MI+X LIVE WA� �EFLECPION: �d "eitical(s) .not deaigned for exppeure 2) 6= 3- B 4) B- 9- 8 6) 0- 0- 0 HC FORCE A%I, gNp CS= L�yyy to�lateral wind pceseure. ----�, �p�ZONS PER BFAAING L(KpTION----- 6- 5 192 0.05 0.23 0.28 L�-0.01^ D�-0.01• T=-0.01" ' X-Loc Vert Aoriz UpliEt Y-LOC Type 5"'9 0 0.00 0.20 0.20 MAX HOAI20NTpI, pgpLg�ION: ' 0- 1-12 404 0 0 BOT PIN T= p,02" � 8- 8-12 351 0 0 BOT H-ROLL WS8 FORCE WEB FORCE . . 2- 5 -171 3- 4 -362 . 3- 5 371 � � . .. 1tt� = 1.15 � ' . � � . �� 6J-g � 2_6-� 1 3 0 . Drop = 0-1-15 SX4 4X4 .. � 5-49 � � 4-0-IS 4-6-15 0-0 9 � - ; I 3X4 ' 4X4 2X4 ��0�� ,E"ARC�. .. ;��' CL G S T �"�, � . � No, F 8-9- . 16942 ' � 6 . 5 4 . - STATE pF �c o-io-s aoaa sso" 352q 1.50�� =� !ND! �qN = , . �ai=o-io�� f 8�'-$ � '� A�`� �` EXCEPI' AS SHOWN PLA7'ES ARE TL20 GA TF„S'I'Ell PER ANSI/TP[ 1-1J95 '�.p�F G��` � scate = 0.3750 WARNING: READ ALL NOTES ON THIS SHEET. Eog. �ob: Wp; ''oFSS10hAL E�o`��` � � '. � A COPY OF THIS DRAWING TO BE GIVEN TO ERECTWG Dwg: CEtvTEX Truss ID: UMIIl , „11�� TRU55 MANUFACTURING CONTRACTOR. , .� Dsgnr: JRN Chk: Date: 11-17-00 BRACING WARNING� TC Live 20.0 psf DurFac-Lbr: 1.15 COMPANYINC. erxlnesMwnnnmi.�Jra..�ingi,nme�enionnniine.wiwnncinx.M�nalnncin PO BOX 418 �m�.�n�..�.,,,,r�n,um;� ,k�i e��<<�mn,.c�x�� TC Dead 10.0 psf DttrFac-Plh 1.15 �� rx� n�a 6 ["°�ulwN.��muslmcauiJ�rtJhy�M1CImiIJin�J�sitrcr. BruiM O.L. Spacing: 7A.0" � WESTFIELD'IND 96074 , . "'"""'r'"'°""'""":"my'°"'i°""!"°n"ui=�em. r��m,��„,.m„rM BC Live 0.0 psf , m.a<<��.mmqi.ir„in�..��g,��rv�-•w�nr��irdai�.�.i��ur��;�wnym�n�aamca�,�e��. Desi ^ritcria: TPI AJJiiiuml�nainy nf We uvenll x mvy he ie.ryliN. (Sae HIB-91 nl TPI�..Fr yrccific BC Dead 10.0 µsC r W IIGRE OU�LITY COUNTS 'Imss hncin�reyuircmml�;amiu csi�rcc (Tmo Pbm Iv�iimq TPI,is Lanal al COdI TPI 1-1995 , ' SBJD'OmGioDdrqM�Jiun,Wi� ')19). TOTAL QO.O P5� _ 41�2� V: �'. �. Z llni:m' Iln�d� In.Jni. . IOII I'.Ill/. !'.L.r. rn1 ru�r . CENTEX 2625 MODEL . . 1213 WO: TI: U1MHI TY:1 TC FDRC6 N(I, BND CSI TOP (R{ORDS:'2x9 SPF #1/a2 (N) All Cot�AE55I0N CMrde aze 8B81�Cd t0 bB n=JoSnG LoCdt�One===z==___��v=�= 1- 2 -327 0.00 0.38 0.38 BOT C7i0ADS: 2x4 SPP ql/#2 (N) continuouely braced unleee notod othexwiee. �1)��0-90L�0 3) 8- 9- 8 5) 6- 3- 8 2- 3 -190 0,00 0.25 0.25 WEBS: �.2iQ� SPF p3 (N) Ehd vertical(e) not deeigued for expoeure 2) 6- 3- B 4) 8- 9- 8 6) p- 0- 0 MAX LIVE Iqqp DEFLBCfZON: [0 lateral wind preseure. ----�, ��ONS PER B&ARING LOCATION----- HC FORCE A%I, gNp CSI L/999 ' 6- 5 196 0.05 0.25 0.30 L=-0.01" D==0.01" T=-0.02" � , X-LOC Vert HoLiz Uplift Y-LOC Type 5- '1 a 0.00 U.22 0.22 MAX HORIZONfAL DEFLECTION: - ' 0- 0-12 348 0 0 BOT pp� T= 0.02" 8- 8-12 355 0 0 BOT H-ROLL WEB FORCE WEg FORCE . . 2- 5 -172 3- 4 -368 � ' � - 3- 5 379 � . . . � AMB = 1.15 � . . . ' ' . . - �3-$ 2-6-0 I 3 8 00 . � Drop = 0-1-15 sxa axa 4fi-15 . . � 4-0-15 4-6-15 � . 0-4-9 � .. � 3X4 � 4X4 2X4 `,�oN10'E'�q�c ` ;QC� 4t GNo.E F �,' � � . 8'9-8 � _ . _ � 16042 ' . . 6 ' S 4 = STATE pF � � 348p 1.50" 355N 1.50" ''�Y � ' ; � -.�: � g_y'g - � A 'N��N� �� EXCEPT AS�SHOWN PLATES ARE TL20 GA TRSI'ED PER ANS7ITPI I-1995 �y : � scale = 0.3750 �'��F G�� WARNING: REAU ALL NOTES ON THIS SHEET. Eng. Iob: WO: ��'Fs /OfVAL ��o`� � � � A COPY OF THIS DRAWING TO BE GIVEN TO�ERECTING Dwg: CEMCEX Truss ID: U1MH1 � . S ^ "I�� Ds nr: JRH Chk: Date:11-17-00 �,}.�� . TRUSS MANl1FP.CTURING CONTRACTOR. _ g / - BRAC[NG WARNING TC Li.e 20.o psF DurFac-Lbr: 1.15 � COMPANYINC. eriym�wn mladnwingisnn nu hnNnpwl�xlhrvciny,�x��iA I¢ irslmllarnndn¢ TCDead 10.0 t DurFac-Plt 115 PO BOX 418 m ni ,�.,� l�M1eh IIJIn6Jcnig �u m�nm�:�r� mlJrrcJM1y�hcM1UJJ gar:�¢��. e��x � O.C.S cin : ?A.0" WESTFIELD IND 46074 °"'11hi1"'� �^ '"""'ss ^` -"�y"' N .n m�ei��m rr a��.,m�wn� BC Live 0.0 psf pa g m,��.Km��i.�..in�<mn��..�..�a�.u;ae��.r��;�nr�on��m��ca�:�az,. D�r^^.,Criteria: TPI AJJi�iimrlM1nvinpnfi.4wen1' - meyhc¢�ubN. (SeeHIB-91nlTPIJ..Fw,fpecifk BCDead 10.0 psC WHFREQUAUTYCOUNTS vtiishncin�rcyuircmenu, cu ��tcrlpme (TrvvPlaeLuiiwm,TPl,ivhaaN�t CO TPI1-1995 , � � sa�o�o�m�u ori.<,m.ui�.�, _ " n9). TOTAL 40.0 psf V: r ' - 2 49 - n.�u,,. sLnn nn.A�,n � �nu Pirn� cin�a.nirnril, . . CENTEX 2625 MODEL: 1213 WO: TI: UMH2GR TYJ TC FOACB AXI. 0N� CSI TOP CFtORDS: 2x4 �SPF 1{1/#2 (N) ❑ : Plata OFFSSf from joint centar. ReEar ._ .a :a:,7oint Locatione==___��a�_.a 1- 2 -SB3 0.01 0.14 0.15 BOT CkiOADS: 2x4 -.' SPF R1/p2 (N) to .7oint Detail Aeport. cal)IIi0-c0 0 3) 8- 9- 8 5) 3- 9- 8 2- 3 -444 0.00 0.17 0.18 WEHS: 2x3� 'SPF q3 (N) A71 C@SRESSION Qwrde aze aes�ed to be 2) 3- 9- 8 4) e- 9- 8 6) 0- 0- 0 2x4. SPP STOD (N) 2 continuously braced unlees noted othexwise. HC FORCE AXi, gI�ID CSI t9�C LIVE IpAD DEPLECfION; Thie 1-PLY.Hip Maeter deeigaed to cflx'ry ------------ �pl, DESIGN IqTDS --------�---- 6- 5 435 0.11 0:3� 0.41 L/999 - . 3' 3• jacke (mono truee framed [o BC) Dnifo� pLF '.Pro� PLF To 5- 4 0 0.00 0.34 0.34 L=-0.01"�D=-U:O1" T<-0.01" and Hip Jacks ftamed to eC � Vert L�D -60 -0-10- e -60 3- 9- 8 MAX HORIZONTAI: DEFLECfION: ' � TC VeLt I,iD -30 _ 3- 9- 8 -30 8- 9- 8 wEB FOACE WEH FORC� T= 0.01• HC Vert L�D -20 0- 0- 0 -20 3- 9- 8 2- 5 107 3- 4 -320 � . eC Vert L+D -70 3- 9- 8 -70 8- 9-�e 3- 5 511 Concentrated LBS Loca[ion RMB = 1.00 � � BC Vert L�D -96 3- 9- 8 _ ----P1A%. RFACl'ZONS PER BRARING IACATION----- � . _ � X-LOC Vert Horiz Uplift Y-IqC Type � . 0- 1-12 487 0 0 BOT PIN � � , 8- 8-12 466 0 0 BOT H-ROLL . J-9-8 5.p_p . 1 3 � � . � SX6 [4X6] � � `3 5 9 . ; 2-10-15 0-4-9 � � . � JXS [4X61 2X4 . ,��u�qqr � ' . � . . �o0N10 E. q,Ao, � �Q�'� Q' GNo. FcF�' 8- -a 6 5 r S7ATE pF �- _ a_io_S as7aL 3so�� ac�a uo,� :�` IND: �A— = cai-" o=io>'I f—9cavs ��= EXCEPT AS'511011'N PLA7'ES ARE TL20 GA 7'ESI'ED PER ANSIITPI 1-1 95 scale = 0.5000 �_ � ` ''''A.��Ftc �f��`� WARMING: READ ALL NOTES ON THIS SFiEET. Eng. Job: WO: '��,SS�ONAL �-,.�` � � � A COPY ONTHIS DI2AWING TO BE GIVEN TO ERECTWG Dwg: CEN7'Ex Truss ID:UMHZGR CONTRACTOA. Dsgnr: JRH Chk: Date: 11-17-00 �� , TRUSS MANUFAC7URING g�CING WARNING: TC Live 20.0 psf DurFac-Lbr: 115 . COMPANY'INC. �en.�ine+�x��mi�unwin��:��n�rcaunn..q��¢,wiqunnd�¢,m��tn�dq�i��amavn��mr TC Dead 10.0 psf DurFac-Plh 115 POBOX.418 � hisf�rG�en�( hmW �a<.ic� i n-n .�k �.d �a.nr�n�n id e��rK� e„��e O.C. Soacin 24.0" nrvw rwv- �M� ir��.�� kne�r�em r i.i.um�nn� BC Live 0.0 psf g� WESTFIELD`IND�46074 maJe�nrnRwh�enlhrvcinpa iy�m�ui�x.a �JneemiircJhyNCliutlJin�JaliMr. $C Deed 10.0 sf Desi �'riteria: TPI � '"W�� PQSf^6 ��M1CnvenlL . ,yberryulN (SCCNIB-9fafTPp F spcvlfc P Cod�.._.. TPI1-1995 _,_,� WIIEREQUALITYCOUNTS � � w hre��ingrcymrcmrnu, cnnuc.. �iIL'��. (TmssP6ielu1lwm.TPl,ulrc�wle� � _ se�o�o��rn,�on.�.m.ai„n.wix��, .nvi. . TOTAL 40.0 psf � V• . l. -7 4494- 9 CENTEX 2625 MODEL . 1213 WO: Tl: U1MH2GR TY:I rc roacE wa, enro csx 1'OP IXORDS: 2x4 .SPF qi(pz (xl []: Plate OFFSEP from joint center. Refer --- -- =__JOint Locations==____�_��__�__ 1- 2 -592 0.01 0.13 0.13 eOT IXORDS: 2x4 "SPF #1/q2 (N) to Joint Detail Report. 1) 06 0 0 3) � 8- 9- 8 5) 3- 9- 8 2- 3 -454 0.00 0.17 0.18 WEBS: - 2x3 SPF #3 (N) All CCPSPRESSION Chorde aze ase�ed�to be 2) 3- 9- 8 4) 8- 9- 8 6) 0- 0- 0 2x4 �SPF STOD (N) 2 continuouely braced unlees noted othaxwiee. �BC �FORCE .AXI. Bh71 CSI MA% LIVE.IqM DSFLECfION: Thle 1=PLY Hip Maeter deaigned to cexxy --__________ ��, DESIQi LOAOS ------------ 6- 5 445 O.11.0.31 0.42 L/999 .�, 3' 3" jacke (mono truse framed to HC) Unifoxm PLP � From PLF To 5- 4 0 0.00 0.33 0.33 L=-0.01" D=-0.01" T=-0.01" and Nip Jacke framed to HC 7'C Vert L+D -60 0- 0- 0 -60 3- 9- 8 MA% HORIZONTAL DEFLECfION: TC Vert LrD -30 3- 9- 8 -30 8- 9- 8 WEB FORCE WEH FORC� T� 0.01": . BC Vart L+D -20 0- 0- 0 -20 3- 9- 8 2- 5 107 3- 4 -325 ' .. . � SC Vert LaD -70 3- 9- 6 -70 8- 9- 8 3- 5 522 , � ' . Concentra[ed LHS Location � R6ID = 1.00 . BC Vert L.D -96- 3- 9- 8 .: : �' —"'MAX. REACfIONS PER HEARING LOCATION-'-" . � . %-LOC Vert Horiz I7plifG Y-LOC 7ypa 0- 0-12 430 D 0 Baf PSi7 ' ' 8- 8-12 470 0 0 HOT H-ROLL .. ' . � 398 500 �. 1 3 p . .. SX6 [4X6] ' � 2-10-15 � 2-10-15 0-4-9 � • � 3X5 I4X61 2X4 ``�o�`o�E��q�c, � W . 2' Q, G ST F�.� . . . � 8-9-8 I I, ;Q No. F ; . " ��6 5 '� STA�_ �` _ a3ia iso�� a�ia iso^ 8-9-8 ' �N��A� �� EXCEPf AS,SHOWN PLATES AAE TL20 GA 'i'ES"CED PER AN51/TPl 191995 scale = 0.5000 �''G� �t�.` . '.�O,�f, �V� ; � 'WARTI ING: READ ALli NOTES ON THIS SHEET. Eng: Job: WO: ''� sslONAL F',.�`� '� � ; � A COPY OF THIS DRAW WG TO BE GIVEN TO ERECTING Dwg: CENTEX Truss ID: U1MH2GR '��11110� ' Dsgnr. JRH Chk: ' Date: I1-17-00 �� , � TRUSS MANUFAf.7URING CONTRACTOR. BRACING WARNING TC Live 20.0 psl DurFac-Lbr: 1.15 COMPANYINC. e myRh nn mlaaawingismn i hncinp, nlh �nr��nm�IhrnnC��jmllvrM1rxin{ TC Dead 30.0 psf DurFac-Plt: 1.15 PO BOX�418 wn n � PifJib IIJI t�siyn w n n .�n� rv�vJ<reJhyJehuiW tJ.i�occ Bncine O.C. S acin 24.0" � m,n.�,� r im i �m, �rw n� y��..d Mnk11n61rnP�.P ,.�m„se� BC Live 0.0 psf P B� : WESTFIELD'IND46074 �� ,n,„i� in ig.ie= �,�iruuK�nwaeiermGuunymenuimnyuni¢MC $C Dead' 10.0 s( Desir —�"riteria: TPI �, - .. naa� � :in..�m��rtu��a�nu,� -m.yn�a4�� J: (SeeHIB�91�rrep F�y�:m� P ' TPI1-1995 WHEREQOALITYCOUM'S Oui�h ntrey rtmeb cmm �I "LrcC(T aPla�lm�im(�.TPI.11 �adn � . COd1 sa�o�o,�armo�i.�,m.u�:�M,w;a,. �. •�9�. TOTAL 40.0 psf y 1. - 2 4 Ili��i�.rr: Alnliii :I��ril��i� �/(III /•�))l: fll>'/:.1/11'II�IN � .._. .- CENTEX 2625 MODEL'� �� 1213 � WO: � TI: VG.I TY12 TC FORCE A%I. HND CSI TOP QIOR➢S: 2x4 � SPF #1/�k2 (N) ❑: Plate OPFSEP Er� joinG cantar. Refar �:..:_��...SOin[ I.ocatione=e==.=z=n��a�ee 1- 2 -51 0.00 0.10 0.10 BOT C7tORD5: 2x9 '� SPF ql/#2 (N) to Joint �eGail Report. . 1) 0- 0- 0 � 3) 2-10- 0 . WEBS: �2z3 �-SPP p3 (N) All CObSRESSION Chorde are aeeumed to ba 2) 2-10- 0 ' 9) 0- 0- 0 BC FOACE AXI. HND CSI I MAX LIVE IqAD DfiFLECLION: co¢Cinuouely biaCed un10B8 noted othaxwlee. ----MAX. REAC1'ZpNS PER HEARING I.00JITZON----- 4- 3 0 0.00 0.04 �.04 I L/999 �: �_ - X-LOC Vert Noriz � Vplif[ Y-LOC Type L= 0.00" D= 0.00" T= 0.00" 0- 1-12 158 0 0 eOT PIN WEB FORCE WEB FOACE MF]( HORIZONPAL DEFLEClION: ' 2- 9- ¢ 118 0 0 BOT H-ROLL 2- 3 -80 T= 0.00^ � RMB = 1.15 ' ' ' ' � � 2-10-0 �1 � 10 00 ' 2X4 2d0-14 � � 3•5-10 0-6-9 � � I ' _ � � - [3X51 2%4 . ,o,`��N�� ,E"'�R�''' � � .? � � S7 �F=;, �_ zao-o � ,Q No. F � -� � 16442 �: . 4 3 �_ - � 159k 3.50" 119,W I.50" ' _ srATE pF o-io-s L J —� I� z-io-o —"I _�` IND��—�? ' tai-i-ii� EXCEP'P AS SHOWN PLA1'ES ARE TL20 GA 1'ES'I'ED PER ANS[/'I'PI 1-1995 scale = 0.5000 ::.o� �4, : %OF (�� WARNING: READ ALL NOTES ON THIS SHEET. �ng. Job: . WO: � �'4FSS�ONAL F'��`� � . � A COPY OF THLS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX Truss ID: VEJ CONTRACCOR. Dsgnr: JRH Chk: Date: 11-19-00 �� . TRUSS MANUFACTURING gRACING WARNING:. -' . TC Live 20.0 psf DucFac-Lbr. 1.15 COMPANY;INC. e.cros.m��mmisar.wi��i.wi�rccn,�nndci��,winuhndne.m��uin.�cin�„r:imu..n�.;,,x TC Dead 10.0 . psf Dut'Fac-Plt: 115 PO BOX-418 �wm.�ni..v.n�q�wuu��eu.vr�.�.m�nm�.�n�...,,nk.aer�n��m��y�yc�.. e...�� BC Live 0.0 sf O.C._Spacing: 7A.On sMmm is(ur I��enl suppun uf ws•�.mlrars unly m rNu�e hucHin�&npiA. Pmviilmu mus�hc p WESTFIELD IND 46074 � - ` - � � ' . mWCwarcMrlmcnlhncinyu� �Jipcdfed6cuinn.�JetermimJM1y�hchullJinyJesi{rcr. BC D¢3d 10.� Sf Dc� ?riteria:TPI AJJIt4malhrvcing��liLemml. °—aybercyuimJ. (SeeHIB-91nfTPq. Fnr�ecilk P WHEREQUALITYCOUNTS wss�ncinrraijuirzmvnu, ainu.__._ ieylpner. (Trvup��e�v�iuile.TPI.IsLaadai Coo...._ :TPI1-1995 SE}D'Orv�RinDdvc.M.Jivin,Wlu��. .]I9). TOTAL M1O.O� p5� V' �.O�.v -�SZS49 - CENTEX 2625 MODEL 1213 WO: TI: VDJ TY3 TC FOftCE A%L HND CSI T(7P IXORDS: 2x4 .SPF ql/q2 (N) Analyeie baeed on Sing�lified Malog Modal. - - ==SOint Locatlone=====____=�===z 1- 2 62 0.00 0.31 0.31 BOT IXOADS: 2x4 .SPP ql/p2 (N) All CC4@RESSION Choxda are ase�ed to ba �yl)6i0� 5- 3 3) 4- 8- 6 TTile trvae ie deaigned to bear on multiple continuouely bracad unleee noted oEhexwiee. 2) 4- 8- 6 4) 0- 5- 3 BC FOACE Ax[. HPID CSI aupporte. Interior bearing locatione ehould � ---�(, pgp�IONS PER BEARING L(X'ATION----- 4- 3 1 0.00 0.20 0.20 be marked on tniee. Shim or wedge if X-Loc Vert Hoziz �Vplift Y-LOC Type neCeeeary to�achieve fu11 bearing. . 4- 7-10 130 5� 0 TOP PZN 418B FORCE YfEH FORCE MAX LIVB LOAO DHFLECI•ION; ' 0- 5- 8 262 - -5 0 HOT PIN RMB � 1.15 L�999 ' 4- 7-10 59 0 0 eOT H-AOLL L=-0.04^�D=-0.04• T.-0.09" MAX HOAI20N'LAL DEFLECfION: ' .. T= 0.00" 48 I 2 �21 � .Attach wilh (7) . . . ' lOd Toe-NaiLs 2-9-15 3-5-1 0-0-12 � . . T Altach with (2) � 4X5 lOd Toe-Nails ,,,,pu�nqq�' � _ � �.�N\0 E. q�,.,,,, :�� a Sr cF ". as6 No. F � 16C42 L I ... . 4 J �� ST,Q�== �= � � CANT: 0-7-12 2G2p J.50" . 131q 1.50" L 1-7-6 .le . 4 8-6 60p,}.50" _ IND1Af�q - � cai-s-s� . ai, b-�_iu � A�� = IXCEPC AS�SHOWN PLATFS ARE TL20 GA TFSI'ED PER ANSIITPI 1-1995 Over 3 SupporLs ' scale = 0.5000 � � '/�o�.FSS/ONAL ��.G`�` ny oRNoN HIS DRAWING TO BE G V N TO�ERECTING D g: Cen7'Ex Truss ID: VDJ „�'""�� Dsgnr: JRH Chk: - Da[C: 11-17-00 �� • � I RUSS MANUFACfURING CONTRACTOR. BRACING WARNING• TC Live 20.0 psf DurFac-Lbr: 1.15 COMPANYINC. a,..�ar,nr�w��m�.uNwmk�,�,p.«<��u,y.��r,.iwn�.�i�¢,��r�inr.�me��..imu„n..�� TC Dead 10.0 psf DurFac-Pit: 1.15 PO BOX�418 whivLi�rpanafihchuilJingJai4q�whichmmihcmn�iJenJhyiAehuilJinrJai�rcr. Bncinp O.C. Snacin : 1A.0" �wni�nvi.mti�p��n�rw�.�-rn�..o�iruv�a�c�nw�u��rirncm. rM,l:iw.m�nn� BC Live 0.0 psf g WESTFIELD IND 46074 m�JCmanMnla�enlbrxinyu iywcl�eJLaui�mJ<urmiMJhyNch�IIJInCJexirM�. $C DCad 10.0 sf Desi 'riteria: TPI �JJliiomlbnvingufNenvenll. �-i�yFercw��eur�SeeHl9-91ufTPp. FnrsMtllY P WHEREQUnLITYCOUNTS .imr�hncinyr�yuircmcros, an�a,...' leslrrcr. (Tmx�Phmliu�pum.TPl,islrcneJY Code�_ ,TPI1-1995 � sa�o�o�.rtm�on,<.enw�Yr.wi,.,�. .iw�. TOTAL 40.0 psf V• 1 - 2 497-7 CENTEX 2G25 MODEL 1213 W0: TI: V1DJ TY:1 7C FOAC1i AXL BNO CSZ TOP CFIORDS: 2x4 i SPF �1/q2 (N) Malyeie baeed on Si�lified Malog Model. -- - - ___n,7oint Locatione===�s=====»___ 1- 2 -59 0.00 4.27 0.27 BOT CHOADS: 2x4 , 6PF #1/q2 (N) [) : Plate OFF52T from joint can[er. Aefei 1) 0- 1- 7 3) 4- 4-30 W6DGE5: :2x4 '� SPF pl/H2 {N) to Joint.Detail Repoit. 2) 9- 4-10 4) 0- 1- 7 BC FOHCE AX[, HND CSI Thls trvea ie daeigned to bear on multiple All COMPRESSION Chorde are aeeumed to be ----FVil(, pEACi'IONS PER BEARINp IqCATION----- 4- 3 0 0.00 0.18 0.18 eupporte. Interior bearing locatione ehould continuouely bxaced unlaee noted othexwiee. X-LOC Vezt Roriz Uplift Y-LOC lype tie marked on Cruee. Shim or wedge if 4- 3-14 122 4 0 TOP PIN W6B FoRCE wEB FOACE necaeeary to achieve full bearing. �. 0- 1-12 172 -4 0 BOT PIN RMH = 1.15 �X LIVE LOAD DEFLECfION: . . 9- 3-19 55 0 0 BOT H-AOLL L/999 � L.-0.03" D=-0.03^ T=-0.07" � � . MAX HORIZONTAL DfiFLECfSON: T= 0.00" '.. �c—— _ 4-0-10 L �1 � rG 21 . � � � , Attach with (3) . - lOd Toc-Nails i �.� 2-9-15 p_y_15 _ � � 0-6-11 � . � � � (3X5J_� Attach with (1) , � IOd Toe-NaiLs 3X8 `��n�n�yii . ,�,�pN\� S7 q�,�., � �QS� � rvo. Fc��. ,�� — aa-io i, � 16442 �- " 4 �� 3 _� $jA_ T--� �= .. 173q 3.50"- 122p 1.50„ I.--- 4-0-10 --56#--.}.50" _ INDIANA ' aL: c-3-14 . A�� j EXCEPi' AS SHOWN PLA7'ES ARE TL20 CA TESTGD PER ANSI/'fPl Id995 Over 3 Supporis scale = 0.5000 �%�0,�. V��` WARNING: READ ALL NOTES ON THIS SHEET. Eng. Job: WO: '�•FSS/ONAI F'N�`� � :� �j A COPY OF THIS DRAWING TO$E GIVEN TO ERECTING Dwg: CENTEX Truss ID: V1DJ �� CONTRACTOR. �sg�: J7t7i Chk: : Dat¢: 11-17-00 �� , � � TRU55 MANUFP.CfURING gRACING WARNING� � TC Live 2o.o psC DurFac-Lbr. 1.15 COMPANY.INC. enNn¢sh�wnMNisanwin��sn�ncmiinnhnainr,w��hrnin¢,pnnalhncine�xsiml�rhaciny TC Dead 10.0 p5C DurFac-Plt: 115 I PO BOX"418 h n�,.n,n fihe A Jd ny de�bn enJ whuh musi M1e miJereil hy�lii�M1u IJI r d,i�,r n,,.�;n� � O.C. S acin 7A.0" � .nr ,n.i i��;� ;,rw..m.,,n,�.,,�iy�� N Iwcklin61m6 M1 .P i i��.m a n� BC Live 0.0 psC P B� WESTFIELD�IND 46074 ari .Mn� i� in i�br--.,�,��imi ii � JnerminNhyih h IlJinyJe.i{rcr. BC D28a 10.0 f De�'—��Criteria: TPI AJJNin�lhnam;nf�leirv<r, u¢mayherey.�ircJ. (SeeH18�91nfTP1). Fnry¢ci0c � WIIER[QUALITY�COUNTS wsslmcinpreyulrcmems, ba � �kziynv�: (imssPlu¢Inviime;TPI,IaImncJn Ci. � ' TPI1-1995 �seao•o��u��o.i.�;M.d;:d�;�.�.�, � nvy . � TOTAL 40A psf V� I 1 - 2 4 CENTEX � 2625 M011liL .: 1213 WO: TI: VA010810 TY1 TC FORC6 NCL HPID CSI TOP (R{OR�S: 2s3 � SPF �1/�2 (N) 2X9 TAANSVF.RSE HAACIIiG nailed flat to edge ---_ -- _-_=��7oint IACatione==-<__=a�aaz�a. eoT C1toAD5: 2�c3 .. SPF #1/q2 (N) of web with 12d naile at B" o.c. T[UNgVERg& 1)f O-LO- 0 3) 4- B- 4 5) 2- 4- 2 BC FORCL+ AXI. 6ND CSI GAHLE STUD: 4x3 � SPF k3 (N) BAACING to extend for centar 80} oE length. 2) 2- 4- 2 4) 9- 8- 9 6) 0- 0- 0 MUf,TIPLE LOADS -- Thie design ie [he Analyeie baeed on Si�lified Analog Model. ----MAX, REACTIONS PER BEARING LIX'ATION----- WEB FORCC AX[. BND CSI coa�oeite reeult of multiple loade. All C(RfPRESSION Chorde are aeaimied to ba X-LOC Vert �HOriz Uplift Y-LOC Rype 5- 2 0 0:0� 0.12 0.12 ' , continuouely Lraced unleee aoted o[hexviea. 0- 1-12 0 0 0 BOT Pp7 - Wind analyaie baead on: ASCB-C�Uined, V= 75 9- 6- 8 0 0 0 eOT H-AOLL WEB FOACE WEB FORC6 � t�H, I=0.90,. Mean Hgt..15.0 Ft, Exp. Cat. C, � AMB = 1.15 - lntexnal preeeuro coaF. I, interior zone. 2-0_ .4_ 1 3 � � � 8 00 -8 00 4X4 � � . i . I'�-2 1-7-2 . .' � 006 006 � . . . � � . � 2X5 2X4 2X5 � ``�Oa\0'E"q,Qc , :Q'2' CL G S7 �"; � , . . 4-5-4 , 1�4 F i 6 5 q � 2 � OR 3.50" � � � = srArE oF �: f o� 3.50,. a-s-a �A �N�— �� 2�`� . EXCEP'C AS SHOWN PLA7'ES ARE TL20 GA 7'ESI'ED PER ANSUTPI 1-1995 Studs � 4-2-0 o.c. 3cale = OJ500 �%�OF G��j` WARNIMG: READ ALLNOTES ON THIS�.SHEET: Eng. Job: � WO: �''�FSS/ONA��y'�.`�� Q � � A COPY OF THIS DRAWING TO BE�CIVEN TO ERECTING Dwg: CEts['EX � Truss ID: VA010810 '��l-�� ,,' CONTRACTOR. Dsg�r JRH Chk: Date: 11-17-00 �� . (�-� iRU55 MANUFAECURING BRACING WARNING�. .�. TC Live 2U.0 psf DurFac-Lbr: 1.15 �� COMPANY�INC, endne�hiM'�n�misafaw�ngaMnernnnnhrai�x.w��ilhncinr.M�N�hr��y��rsimi�srh�dny TCDead 10.0 psf � DurFac-Plt: 1.15 , POBOX4IB whiv�isapanafiRMiilJlny�cxlpn�MwhkhmuxtMavmiJemlM1yilehulldinrdealt��'Bnei� O.C. S aein : 24.0" :n,�w,�i:r��r.i�mni,�m�++��rwvm�mn�rs��myi�.eu��en�tr e�r�cm. v.�.�.�N,.m�.�n� BC Live 0.0 psf P S WESTFIELD IND,46074 maucmazlnrzluertlhncingar �ls�rcci�7eUhcai6n�dei�rmineutiy�hehuliJlneJraiY��. BC Dead 10.0 � Desir 'riteria: TPI . . �uair,M.in...�mrnf�M1CUVanlfr ..�YLercyulM. lSaNIB.91ufTP11. Forymiific � Cod� TPI1-1995 � WHERE QUALITY COUNTS wss Mciny mywr<mnnq amiu.,_. trxiprcr. (�mu Plae liuiiwiq TPI,is Lw�aN a ' _ � SBlD'OnnfrinDrive.MaJlvm.Wi.¢a .119). TOTAL 40.0 psf V• l. - 2 49 -72 CENTEX 2625 MODGL � 1213 � � WO: TI: VA020810 TY:1 TC FORCE AXi. HtII) CSI, TOp CFi0AD5: 2x3 . .SPP pl/q2 (N) 2%4 TAANSVERSE BMCING nailed flat to edge --- ---- -e�=Joint Locations�========e===== BOT CHORDS: 2�c3 SPP A1/p2 (N) of web with 12d naile at 8" o.c. TRANSVERSS L 1) 0- 0- D 3) 9- 8- 4 5) 4-10- 2 BC POAC& A%L BND CSII GAHLE STW: 2x3 SPP q3 (N) BRACING to extend for center BO} of lmg[h. 2) 4-10- 2 4) 9- 8- 4 6) 0- 0- 0 MVLxiei.e Iq1fDS, -%ThSa deeign ie tha Analyels baeed on Si�lifled Analog Model. ----MAX, pEpCfIONS PER BEARINC LOCATION----- w6H PORCE Ax[. BtID CSI, co�oenGe reeult of multrple loade. All C(A.�AESSIoN Chorda ara aes�ed to be X-LOC Vert Hoilz Uplift Y-LOC Type 5- 2 0 O.Oa 0.60 0.60 ; continuouely brnced unlese noted othexwiee. 0- 1-12 0 0 0 Baf pIId � Wind analyeie baeed on: AS(�-COmbined, V. 75 9- 6- B 0 0 0 HOT H-ROLL WEB FoRCE WEH FORCE ' � , MPH, I=0.90, Mean Hgt.=15.0 ft, FSCp. Cat. C, � . RMB = 1.15 in[ernal presaure coef. I, interior zone. � . , 4IO2 4102 . . � J Q O 4X4 372 332 � 0-0-6 � 0-0-6 � � - . � 2X5 . . 2X4 2X5 � ```oN,O E A�',,'' ,'�,,�C � G sr �'c�,; v_aa `Q No. F � - � 6 � 5 4 _ 16942 = � . Op J.50" ON 3.50�� :� STA-_ �_ � ' 9-8-0 - IND1qN �� EXCEPC AS SHOWN PLATES ARE TL20 GA TESTED PLR ANSI/TPI 2-1995 � S[uds � 4-2-0 o.c, scale = 0.5000 ; A—>; ��,; � '��O,rf, �V��c WARNING: READ ALL NOTES ON THIS SHEET. Eng. Job: WO: ''�,,SSIONAL ��o`� � �', � A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg. CENTEX Truss ID: VA020810 �� - ' � CONTRACTOR. Dsgnr: JRH Chk: Date: 11-17-00 � �. , i RUSS MANUfACiURING gRACING WAKNING: � . TC Live 20.0 psf DucFac-Lbr: 1.15 COMPANY�INC: .omcmr.mry.��mnar..��e�p��«r=i��,,,n�..me.wiwnraqne,m��•�n�.�m¢„nimu..n�..��¢ TC Dead 10.0 psf DurFac-Plt: 1.15 I PO�BOX"418 whmnia.rvn��mm�uilalns�eeien.w.n4nmunn.c��nxW.�wnr!��ineuesl¢ir... enc�no O.C. S acin : 24.0" .n�µ„�:r�.i,�.,n dm„,n�r�Nn m�mnu.�.,ry m��n�tu�i i��¢m. rN.i.t,�w m�a k BC Live 0.0 psf P B ' WESTFIELD IND:46074 m.a��,,,Mm�.i.�.�,in,x��.�. m,�mmuK.a�m,a��iM�n>mrn�ua��a�.ixK�. Desi� -'^.riteria: TPI AJdiu�mdhncingVr/�Avnrcnll :mayhcrtyuirN. (SCCHIB-91nlTPI). farxpecific BC Dead 10.0 psf WH[REQUALITYCOUMS� lrvuhrncin�mWircmenu, ennp 'Jeslyrce (Trvu%�¢Imiiwls,TPI,ISI�xrmJ�i Cou �TPI1-1995 - _ � se�o�odnn��o�i��:m,di��a w�x� � nv�. TOTAL 40.0 psf � - - _ y _� I)c�inc Fr.nnr d,u,6•n�: ' Inn im�. r.irFavnrmry � .._" "' _ GENTEX ! 2625 MODEL' ' 1213 WO: TI: VA030810 TY1 TC FORCG AXL gP$1 CSI� TOP IXORDS: 2x3 � 'SPF pl/#2 (N) . 2X4 TRANSVF,RS6 BRACING nailed flat to edge ..a=n..._�.�_a7oint Locatione.====»==nen=:. � BOT IXORDS: 2x3 SPF kl/p2 (N) of web with 12d nalle.a[ B• o.c: TRANSVBRSE 1) 0- 0- 0 � 5) 14- 8- 4 9) 3- 2- 2 BC FORCE AX[. B!ID CSI� GAHLE.STUD: 2�c3 'SPF M3 (N) BFACZNG to extend� for center BOk of length. 2) 3- 2- 2 � 6) 14- 8- 4 30) 0- 0- 0 [1: Plate OFFSET fr� joint centez. Refer Analyeie based on Siv�lifiad Analog Model. 3) 7- 4- 2 7) 11- 6- 2 WEB FORC& AXL H6ID CSI to SoinG Detail RaporG. MULTIPLE iAADS -- Thie daeign ie tha 4) 11- 6- 2 8) 7- 4- 2 9- 2 0 0.00 0.11 O.11 l ALl C06@RESSION Choide are aeeimied to ba Conipoeite-�ieeult of"�tltiple loada. ----MA7(. REACTIONS PER BFARIIiG iACATION----- 8- 3 0 0.00 0.69 0.69I continuouely bracad�unlesa noted othaxwiea. Wind malyele baeed oa: ASCE-C�bined, V= 75 X-LOC Vert Horiz T/plift Y-LOC Type 7- 9 0 0.00 0.11 O.11l ' . Meli, I=0.90, Mean Hgt.-15.0 ft, Exp. Cat. C, 0- 1-12 0 0 0 BOT PIN I ' internal preeeure coaf. I, interior zone. 14- 6- B 0 0 0 BOT H-ROLL WEB 'FORCF. WEH FORCB ' - AMB = 1.15 I ' .. . . � j 742 7-02 1 2 4 5 .. . . 8 00 : . -8 00 . ISX4] 4-11-2�: 2X4 . . 2X4 �. 4-11-2 �'�'6 � 0-Ofi . . .� 2X5 2X4 �, 4X4 2X4 2X5 � . .`�pN�o �E��q'q''.. � ,��,� �y G S7 CG�`�'. .. .. . 14-8-4 ' 1 y°4 F . 10 9 . 8 7 6 � Z ' ON 3.50" - ON 3.50" ^� S7q� T�� _ , � ia-sa IND� �� EXCEPC AS�SHOWN PLATES ARE 7'L20 GA 1'F.SI'ED PER�ANSI/TPI.i-1995 Sluds � 2-0-0 o.c. scale = 03750 ��: '�S�'QO,�. V\�.` WARNING: READ ALL NOTES ON THIS SHEET. Eng. Jab: WO:. �''�FSSIONAL E�o`� � � � � A COPY OG THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX - Truss ID: VA030830 CONTRACTOR. Dsgnr: !RH Chk: Date: 11-17-00 �� , I RUSS MANUFACfURING BRACING WARNING TC Live 20.0 psF � DurFac-Lbr: 1.15 COMPANY INC. s��r n»,�, m un„��i.M„ � n� g,,,�wn � �„ mn o ..�mu..m,.mx TC Dead ]0.0 psC DurFac-Plt: 1.15 �PO BOX:418 n ni �n�nn�n w yJ sic .� n n «n� n J�mlhyseM1 ilJinyJnlpzr. &acin� P O.C.Spacin TA.O" fh n f Iple�lappuil fwv ��F� IY��N - M�cklinLl YN PmisluvmuAhc BC LIVt Q.� 5� . g� WESTFIELDIND46074 m,uw Mi,m,.in�mio iy�rNi�F� .a��i„�anYU�wuu��curn�R�. Desi ',riteria:TPI ' .w�n�,inn�,r rm�,�wnu _� yn�rcy�iedts«.Hie-9i fTPI� F-,y.�m� BC Dead 10.0 psf _ WNEREQURLITYCOLIMS; wahncln�rcyuirt cnu,.cimiii. Jcsigrcc Q�3sPImelne�iwi,TPl,Blunrcd�� Cud�_ TPI1-1995 se�o�o��o-�ao.�K.m.acNm:w�x•. mv�: � .TOTAL 40.0 . PS� - V: . 1 U-32 7-74 CENTEX i 2625 MODEL 1213 WO: Tl: VA011008 TY:2 TC FOAC6 AXI, BND CSI .TOP C1iORDS:.2x3�._ SPF #1/�{2 (N) 2%4 TRANSVERSE BRACIIJG nailed flat to edga =-- - ===JOint Locatione==�-�_�=�__�aa= � BOT (130RD5:',2x3. . SPP ql/q2 (N) of web with 12d nails at 8" o.c. TRANSVIItSS �1) �0- 0- 0 3) 3- 0- 0 5) 0- 0- 0 BC FORCE AxL HPID CSS Analyeie based on SimpliEied Malog Model. HRACING to ex[end for center 8o+k of length. ' 2) 1- 6- 0 9) 3- 0- 0 All GYDII+RESSION Clioide aie aee�m�ed to be MULTIPLE IqADS -- Thie deaign ie the ----MA%, gEACfZONS PSA BEARiNG I.00ATION----- -WEH FORCE WEe FoR(�!� continuouely,braced unlese noted othexwise. co¢q�oei[e reeult of multiple ,loade. X-Loc Vert Horiz t/pliEt Y-Ipc Type RMB _ 1.15 � Wind analyeie 6aeed on: ASCE-COmbinad, V- 75 0- 1-12 0 0 0 HOT PIN � ' � MPH, In0.90, Mean Hgt.=15.0 ft, Exp. Cat. C, 2-10- 4 0 0 0 BOT H-ROLL i � intexnal preeeura coef. I, interior zona. i I I I i I I , � , � " �I-6-0 1-6-0 _. I 3 � 10 00 -1 0 2X5 'I� .. " � ' - � . � . 1"3"6 - 1-1-6 � - � 0-0-6 0-0-6 � y � 1 � .. � 2X5 ' 2X5 � � j I ` �N`��E��A,,, il . C�OQ- �' ST ' . . - `,� No. RC(� , i 3-0-0 . `� 16442 : I . . 5 � q = STATE pF �r"s , os 3.so^ Oq 3.50�� — �. 3-0-0 � _� 'ND �' I EXCEPI' AS SHOWN PLA7'ES ARE TL20 GA 1'ESI'ED PER ANSI/TPI 1-1995 Studs � 44-0 o.c. scale = 0.7500 � �� i � � '�'A�'O,� V��.` � WARNIA�G: READ ALL NOTES ON THIS SHEET. Eng. Job: WO: �b,FSS/ONAL F'��`�. � � � � � A COPY OFTHIS DRAWING TO I3E GIVEN TO ERECTWG Dwg: CENTEX � Truss ID: VA011008 I�� CONTRACTOR. Dsgnr: JRH Chk: Date: 11-17-00 �� , � i TRU55 MANUFACiURING gRACING WARNINGr . � TC Live 20.0 psf DurFac-Lbr. 115 � COMPANY.INC. e��i�em��m„d„w� i ry„«Ra�mn�me.w�runr.d� I s• e.�.mn��i,�,�mu,.n��mi TC Dead 10.0 psf DurFac-PI[: 115 P080X418 �.n�mi.,mn�r�m�ua��.�.N�.ni�nm�.�n��.��.w..dnr�wna��e�.ia�.. e..�:m� N lifurlm nl mminufirvv Im nnlymrcJ M1uckilnylcn�N� P vixiammunhc BC Live �.0 PSf O.C. Spacing: 1A.0° ' WESTFIELDIND46074 mJewaM�nrhm Ihrcingn• ��Jq�ecifeJlm�M�UemrmlrcJhy�buildinedeslgner. $C D08d 10.0 sf D�" -Criteria:TPI ' ' AJJnimilhrulneuf�heu�rcrl' ayM1ercV��rtE. (SmHI&91bfTPp F�ryi.<�r p Co� ' •TPI1-1995 WHEREQUALRYCOUMS missAruingrcWfrcmcnu, rix� �Jesignn p'mssPlaleinstiwle TPI,isLK�leJm _. ' �' � 58JD'Orv�frinOrlve.MNlxin.h�.:c. .i)19L � TOTAL 40.0 psf p. �-�'.. - 2 2- D�rirn: Afnrrii :Ir�nA�aiF mn �•.�in. �.moc.rnrvnv � � . _. ' �CENTEX � 2625 MODEL� - 1213 WO: TI: VA021008 TY:2 TC FORCS AXL B!ID CSI TOP CHORDS: 2x3 SPF #1/#2 (N) ZX9 TPANSVIItSE HAACII7O nailed flaC to edge -� - - =�=doint Locations=====_______�__ BOT CHORDS: '2x3" SPF ql/p2 (N) oP web vi[h 12d naile a[ 8• o.c. TRANSVERSS a 1)L Oc 0- 0 3) 6- 2- 6 5) 3- 1- 7 HC FORCE AX[. HND CSI� GAHLE STUD:�2s3 � SPF 1{3 (N) HRACING to esstend for canter 604 of length. 2) 3- 1- 3 4) ' 6- 2- 6 6) 0- 0- 0 ' MULTIPLE LOADS -- Thie deeign ie �[he Analyeie baeed on Sinqllified Analog Model. ----MAX. RFACLIONS PE& BEAAIIiG LOCATION----- WEH FORCE A%I. BND CSI� cm�oeite�reeult of multiple loads. All COt�@AESSION Q�orde are aeeumed [o be %-LOC Vert Horiz Uplift Y-Loc lypa 5- 2 0 0.0� 0 J7 0.37� . continuously braced unleee notad othecwiee. 0- 1-12 0 0 0 HOT PIN � ' Wind analyeie baaed on: ASCE-C�binad, V= 75 6- 0-10 0 0 0 BOT H-ROLL WEB FORCE WEH FOACE � � . MPH, I=0.90, Mean Hgt.�15.0 ft, EScp. Cat. C, RMH = 1.15 I . internal preesuce coef. S, interior zone. � � � I � � I I i � � � � 3-1-3 3-1-3 I � 1 � - - � 3. . . . . 10 00 � - -10 00 � . � 4X4 i ' i i . 2-7-6 - . 2-7-6 I I i 0-0-6 0-0-6 � � i � � � 2X5 � 2X4 � 2X5 � i I �nnnun�� I , - ,aN�o E. A,�c, ; 'z� � S r ° � C�;� 6-2-6 ;Q No. F : ' - 6 5 4 1�4z � ON 3.50" ' � Oq 3.50" ?� STq� �31 � 5-z-� I _ INDIANA r � � p�-� �� i EXCEPT AS SHOWN PLA1'ES ARE 7'I,20 GA 7'ESTED PER �ANSII'I'PI Id995 Studs � 4-2-0 o.c. � �scale = 0.7500 ��. V\�: I WARNING: READ ALL NOTES ON THISSHEET. Eng. Job: WO: ' O �''�iF`rSIONAL F'�``� i � �j A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEX Truss ID: VA021008 ��1111°� CONTRACTOR. Dsgnr: JRFi Chk: Da[e: ll 17-00 �� , TRU55 MANUFACTURING � ' 'CC Live 20.0 psP DucFac-Lbr: 1.15 I BRAGWG WARNING � COMPANY�INC. e�m�sn,�,m,nmi�an.a�e�• n c�u��nndna i�nndnr,rvM�� c�m:imn..nncmp TC Dead 10.0 ps[ Du[Fac-Plt: 1.15 POBOX�4J8 wmcni.am�ynren�nuln�u..� �r m.nm�. n� Mmr.mnyu.nnmru�.irM. �e��,�. O.C.S acin : ?A.0" �nwni�e.�m i �„m rw� -� n. rym2u n�tii�iim�m rn ulommuzilc BC Live 0.0 . psf P B WESTFIELD IND 46074 u �o.mry �.�nin msn �um��rmi i nsuemrmimm�ym�m�im��eo�sieMr. gC Dead l0A f Dc' ' Ct'iteria: TPI � ' -� ' AJJhia�ulh�ul6 fiM1e�venl nmylamy d..(SCeNi�-91�idTP1) Fwspccifc � ' � Co� -.TPI1-1995 WfIEAEQURLfTY,COUMfS wuhncingrcyuvomcnb, nm, �kiirrcr (T uPIalclnxiiimc,TPI,BIaeiNa� ' 58J p'pmdriu Odn,M�Jizun:W in mv�. - � � TOTAL 40.0 psf p• �p, _ 2 _� � lJ��iuir� A�rniir .Irurl��ir inH l�.�iii. i'.i�i. • � .. . . . ; . . CENTEX 2625 MODEL� 1213 � WO; ' TI: VA031008 TY:2 TC FORCE A%L BND CSI TOP Qi0Rb5: 2x3 'SPF pl/p2 (N) 2X4 TRANSVERSE BRACING nailed flat to edge =----- -�=�=JOint Loeatione=__=e=��_�e�_��. HOT CHORDS: 2�c7 - ��SPF pl/q2 (N) oE web wSth'12d nails at 8" o.c. TRdNSVERSE ��1) 0- 0- 0 3) 9- 4-14 5) 4- 8- 7 HC FORCE AXI. BCID CSI GABLE STUD: 2�c3 �SPF #3 (N) HRACING �to extend for center 80} of length. 2) 4- 8- 7 4) 9- 4-19 6) 0- 0- 0 MULTIPLE LOAUS- —�.Thie deeign ie [he Analyaia haeed on Siv�lified Analog Model. ----MAX, gEACTION3 PER B&AAING LOCT.TION----- WEB FOACS A%I. HND CSI co�oeite reault of aultiple loade. All C�RESSION Chorde are aseumed to be X-LOC Vert Noriz Uplift Y-Loc lype 5- 2 0 0.00 0.89 0.89 - � _ continuously braeed unleee noted othat�viee. 0- 1-12 0 0 0 BOT P� Wind analyele baead on: ASCE-COmbinad, V= 75 9- 3- 2 0 0 0 BOT H-ROLL WEB FOR(� WEH f'ORCE _ MPH, I=0.90,-Mean Hgt.=15.0 ft, �. Cat. C, Rt�ID = 1.15 .. , internal preeeure coef. I, interior zone. ' '' _$- 1 3 30 00 -10 00 4X4 . :3 11 � � � 3-11-7 � '. . . 0-0-6 � . -O-Ofi � � 2X5 2X4 2X5 � �.�N�O E„AR '' ;��,,� � � sr C'F.,; v-a-ia �Q No. F � � 6 . � 16942 ' - � � ON 3.50" � � 5 4 �� STAlE oF {Y' . I Op 3.50" � 9-4-14 : A 'ND�A ��`? EXCEPC ASi�SHOWN PLATES ARE 1'I,20 GA 7'ESI'ED PER ANSI/TPI 1d995 Studs � 4-2-0 o.c. scale = 0.5000 '�O,o V��` � WARAIINGI READ ALL NOTES ON THIS SHEET. Eng. Jab: WO: �'�FSS/ONAL ��`�� : �j A COPY OFTHIS DRAWING TO BE CIVEN TO ERECTING Dwg: CENTEX � Truss ID: VA031008 �"�� ` ' CONTRACTOR. Dsgnr: JRH Chk: Date: ll-]7-00 � �a...�� TRUSS MANUFACTURING �. � TC Live 20.0 psf DurFac-Lbr: 1.15 COMPqNY INC. BRACING WARNING Bnm�shiwnwNl�Jnivinyknn � nh g,w JhnclYpnalM1nnng�+ilmlarhncinp TC Dead 1�.0 p5� DurFac-Plt: 115 POBOX�418 nni nn-�r�n�u�n¢d ��u.Vnin �.�n� JrzJhyiFVlwilJm{Joi�rcr. Bncin� O.C�. Sacin 24.0" WESTFIELD IND'46074 °� � ' °ni.�m ru� m n� y��nu n m ri sa r�m:i,�m�:in� BC Live 0.0 Psf Desi �mP ritegia: TPI , . . maJ � hmlainlhnigm� fqinlfNLri nsJearmrcdhyiM1ehllJi�J Irrcr. AJJit in..d�� rur- �..ir:. ynxR,i„i J (Svvf11B�91ufTPp'F �.w� BC Dead l0A �Ps� Cod� �TPII-1995 WHEREQU�LITYCOUNTS � hr pdw � �x 4sixzo.(T- Placlmiim� .TPI.uL.neJn - ' selo�o,,,,m��o��..,m.u�.��,�w�u� � :mv�. TOTAL 40:0 psf V: 1 L.. - 2 5 4-77 CENTEX 2625 MODEL 1213 WO: TI: VA041008 TY:1 TC FOACE AXL 82ID CSI TOP CHORDS� 2�r3"'SPP �{1/p2 (N) 2X4 TRANSVEILSE BRACING nailed flat to edge --. -�e --�e�,7oint Locatione•==.�===as��_.e ' BOT C�iO[tDS� 2s3 � '.SPF #1/q2 (N) of wrb with 12d nails at 8^ o.c. TRANSVSRSE c 1)� 0-�0- 0 5) 12- 7- 4 91 6- 0- 0 BC FOACE AXL HNC1 CSI GAHL& STUD� 2x3 � SPF q3 (N) BRACING.ta ex[e�d for center 80i of lpsgth, 2) 2- 1- 9 6) 12- 7- 4 10) 2- 1- 9 []: Plate OPFSSf �from joint center. ReEez Analyeie based on Si�liEied Analog Model. 3) 6- 3-10 7) 10- 5-11 11) 0- 0- 0 WEB FORCE AX1. 6ND CSI to Joint_Detail Aeport. . MULTIPLE LOADS -- Thie deeign ie the 4) 10- 5-11 9) 6- 3-10 ' 10- 2 0 0.00 0.07 0.07 All C(RIPRE$SION Chords aza aee�ed to be ca¢q�oeite reeult oE mil.tiple loade. ----2Q�(, nsJ.CTIpNS P&R eEARING LOCATION----- e- 3 0 0.00 0.79 0.79 coatinuouely braced unleee noted othexwiee. Wind analyeie baeed on: AS(Ti-Ccmbined, V� 75 X-LOC vert Horiz Aplift Y-LOC lype 7- 4 0 0.00 0.07 0.07 , . i�H, I=0.90, Mean Hgt.=15.0 ft, Exp. Cat. C, 0- 1-12 " 0 0 0 BOT PIT7 � inte=nal preeeura coef. I, intarior zona. 12- 5- 8 0 0 0 BQT H-ROLL WEH FORCE WEB FORCE � . RMB = 1.15 � � � � G-3-10 - � 6_ _7p ' 1 2 4 5 . , 10 UO . -10 00 [SX4] � � 53-6 5-3-6 - . � 2X4 � 2X4 � , � 0-0-6 . � 0-0-6 � � 2X5 2X4 , 2X4 � 2X4 2X5 � 2X5 �ip��nu�� , . �o`Or110 E. q'R.,,. . sr �F,; ;Q�'� R No. E` � . . . . 12-7a . � I6942 ,= ON 3150" i� 9 8 � 6 :� srAlTE— �_ I oa 3.so�� iz-�-a �N��A�A EXCEPT AS SHOWIV PLATES ARE TL20 GA 'I'ESI'ED PER ANSI/TPI 1-1995 Studs � 2-0-0 o.c. scale = 0.3750 � A� �: � . � � �%;90,� ��` WARAI IN G: READ ALL NOTES ON THIS SHEET. Eng. Job: � � WO: ��'�FSS�ONAL ��``� � . � A COPY OF THIS DRAWING TO BE GIVEN TO�RECTING Dwg: CCNTEX � � Truss ID: VA041008 "011�" CONTRACTOR. Dsgnr: JRH Chk: Date: ll-17-00 �� , � TRUSS MijNUFACTURING gRACIfVG WARNING: TC L�ve 20.o psF DurFac-Lbr. 1.15 COMPAN7�MC. s�K��o�nw,,,�M m�.a�w��y i:Mn�.«��n..d��.W;,�e n..�;��,�„,n.i n��.��r�,.�mu.,n�.�m� TC Dcad 10.0 psf DurFac-Pit: 1.15 PO BOX 418 whicM1ifvpannfihebullJiniJqi4��hmunliec�nslJerNM1y�hcbullJln�Jexirrcr. Bnciny O.C. S acin : 24.0" tim�wn�.n�,i.mn�v�ry.�m��r wv m�nm�n J�q io rcuu.�m�eeimg irn¢m. rmHShm.muu nc BC Live 0.0 psf �.P 8 WESTFIELDIND46074 m�a � zMxi,� in ineer:�'4lxpeiifirJLtistlinsJemrmineJhyNchmlJ�n�Jeeywr. $C D¢ed l0A C Desi -�.riteeia: TPI Wk1EftEQUALRYCOUNTS I�Jss`hn�i�rrtyu 'cnu kunu. � may`r�qui��aPhH�Instiws,TPl kl unl'n � CO(�� TPI1-1995 - ' sa�o o��rd��od..,M.a;.u�d,w�:.��. . ai9�. � TOTAI. 40.0 psf� j _ 2 Pnien' A1nni, Ar�drn� , v�u r!O-n. r.rtoc.�nr�nrv � " CENTEX 2625 MODEL . . 1213 WO: TI: VA051008 TY:1 TC POR(� AXI. HN[1 CSI TOP CFiOR�S�,:.2x3 SPF #1/#2 (N) 2X4 TRANSVERSE BRACIN4 nailed flat to edge -_� -=a-��_�n,7oint Locations=====�nz=..=aa� HOT (7i0AilS�: 2s3 . SPF #1/#1 (NI of veb with 12d naile at 8• o.c. TRANSVES258 9 1)� 0- 0- D 5) 15- 9-10 9) 3- 8-13 &c t'OaCe N¢. anID CSI GABL2 STUD:�2�[3. . SPF p3 (x) HAACING to extend for center 80} of length. � 2) 3- 8-13 61 �15- 9-10 10) 0- 0- 0 '.2x3 SpF #1/#2 (N) 2 Analyeie baeed on Si�lified Analog Model. 3)� 7-10-13 7) 12- 0-14 WE8 FORCE AXI. HND CSI MVI.TIPL6 IqADS -- Thie deeign ie the ❑: Plate OFFSfiT fiom joint cen[er. Rafar 9) 1Y- 0-19 8) 7-10-13 9- 2 0 0.00 0.25 0.25 , co�oeite.reeult of multiple loade. t0 Joint Detail Report. ----t�wX. REACPIONS PER HP.AItiNG LOCnTION----- 8- 3 0 0.00 0.75 0.75 � ' All CIX�AESSION Qwrds are aeeumed to lx X-LOC Vart Horiz Vplift Y-LOC lype 7- 4 0 0.00 0.25 0.25 Wind analyeie baeed on: ASCE-C�bined, V= 75 continuouely braced unleae noted othexwise. 0- 1-12 0 0 0 HOT PIN MPH, S=p.g0� Mean Hgt.=15.O �ft, 6Xp. Cn0. C, : ' 15- 7-14 0 0 0 HOT H-ROLL WEB FORC£ WEB FORCE intarnal pceeeure coeE. I, lntezior zone. � . RAID = 1.15 ' � , . 7-10-13 7-]0-13 . � � 1 2 � 4 .S .. : 10 00 -10 00 [SX4] i • �. . 2X4 . 2X4 � . � 6'�'3 6-7-3 .. 0-0-6 .. Q_Q_6 . � ' , " � 2X5 2X4 4X4 2X4 2X5 � .�.pN�p �E��,y �,'�. ., `.`_'� � ST �C�.:� . . . . .. 15-9-10 ' ;� No. F , . . 10 Y 8 7 6 � 16942 '' � Op 3.50" . 0# 3.50" � . :� srA� r� �_ ' � f. 15-9d0 � INp� �� EXCEPf AS SHOWN PLATES ARE TI10 GA TES7'ED PER ANSI/7'PI 1d995 S[uds � 2-0-0 o.c. scale = 0.2500 . � � ��'A'PO ��;: WARNIMG: REAll ALL NOTES ON THIS SHEET. Eog. �ob: WO: �''FfSS/ONAL ��G�� , � A COPY OF TfIIS DRAWING TO BE GIVEN TO ERECTING Dwg: cEtv'cEX Truss ID: VA051008 ''��„�� CONTRACTOR. �gN: � Chk: Date: 11-17-00 �� . TRU55 MANUFACiURING ggpCING WARNING:_ TC Live 20.0 psf DurFac-Lbr. 1.15 COMPANY WC. e��m ,n�mm,Mm„unwm i,o��<<,n��n,u�� wm..�m ��.. � DurFac-Plt: 1.15 . I c e e. a,r��m nnd� imu..nncm TC Dead 10.0 . psF PO BOX�418 wm.�n�..�.n��nn�n�uu��eu.,ir�.w.mmm�Hnd��,,,w.�nym�n��m��a�:ieMr. e..�me O.C.S acin : 7d.0" .n� rmi.�s t �,n�rtw. r< .nr�� h kllnrknOM1 e�rvm��m��ne BC Live 0.0 psf P 8 . WESTFIELD_IND46074 dei �rc�irl�� Ihndngr' �.ervJSpccilieJl ,a �a<ir,m�Many�n�um�ra�.irM,. De�'--'.Crite�ia:TPI ' iwa �h�i r-r� .:., - meynercw�� (SeeHIB�91��lTPI) F�s��r BC Dead 10.0 psf WHEREiQUA1JTY COUMS. �-� b in�r ymrtmcnu nx ' Jexigner (TN�Pl�m Inx�iimc,TPI,u likv�d ai Ca •: TPI 1-1995 _- � san o�o��ud��o.�K.M.em��.w�.,� �iv�s). TOTAL 40.0 psf y. - 0 ' nd;<,;� e�,,,.,� n,�.,i��.dr... �an.rei�io ,rdren--�nn•un,v � ' � . „�� .�M CENTEX 2625 MODEL : 1213 W0: TI: VA061008 TY:1 TC FORCE AXL BND CSI TOP CHOR➢S: 2x3 SPF M1/N2 (N) 27C4 TRANSVEAS& BRACINC nailed Elat to edga - __ _. -===a7oint Locations====___e��_z.�= ' HCri' QiOR➢Se .]x3 � SPP #1/#� (N) of web with 12d naile at 8^ o.c. TRANSVeRS& 1)L 0- 0- 0 5) 19- 0- 0 9) 5- 2-13 BC FORC& AXL BHI1 .CSI. GAHL6 STUDi 2x3� '; SPF k3 (N) HRACING to erztend for centar 80t.of length. ' 2) 5- 2-13 6) 19- 0- 0 10) 0- 0- 0 � 2x4 SPF pl/q2 (N) 2 Malyeie baead on Si�lifled Analog Modal. 3) 9- 6- 0 7) 13- 9- 3. WE0 FORCE AXi. H!ID C.SI MOLTIPLE I.OADS --.Thie deeign ie the []: Plate OFPSEf. Erom joint center. Aafer 4) 13- 9- 3 8) 9- 6- 0 9- 2 U 0.0� 0.52 0'.52 ;COnq�oeite reeul[ oC mi�ltiple loada. [o Joint DeGail Aeport. ----MAX. ABACCIONS PE0. BSAR'Q7G IACATION----- �B- 3 0 0.00 0.73 0.73 � - All CO[�RESSION Chords aze aee�ed to be X-LOC Ver[ Horiz ilplift Y-LOC Type 7- 4 0 0.00 0.52 0.52 Wind analyeie baeed oa: ASCTi-COmbined, V..75 continuouely braced unleee noted othezwlee. 0- 1-12 0 0 0 80T .PIN t�sH, I=0.90; Mean-�Hgt.a15.0 ft; Sxp. Cat. C, � 18-10- 4 0 0 0 BOT H-ROLti WEB FORCB WEB PORCE ititernal preeaure coef. I, interioz zone. . . FMB = 1.15 i' !� -6'0 � 9-6-0 . � 1 2 4 5 . I - . 10 00 � . _l� . i ' 7X81 . � i ! 2X4 X4 � . .7-9d5 � , 7-9d5 I' i t . 0-0-6 0-0-6 .., . . � 2X5 2X4� � SX6 � 2X4 2X5 � . n�u��n�� ,0`��\0 E. ,q'A..,� :�'�� G S7F CC��:, . . � 19-0-0 __, (, ;�,�' `�t No. F . . .�10 9 � 8 'I � 16442 �t . 7 6 -� S7A�7E� �: .� : � oa s.so" OA 3.50" � 19-0-0 'Np�'4Np � ��EXCE['T AS.SHOWN P[,ATES ARE TL20 CA 7'ES"PIiD P6R ANSI/TPI I-1995 Sluds � 2-0-0 o.c. - scale = 01500 `1 �� ,'.A�O,c ��;` i. � WARNING: READ ALC.NOTES ON THIS SHEET. Eng. Jobi WO: ��''FSS10NAl E�.`�� ;� � �`� � A COPY OF THIS DRAWING TO BE GIVEN TO ERECTWG D,vg: CENTEX � Truss ID: VA061008 ��"011�� CONTRACTOR. Dsgnr: ax�i Chk: Date: 11-17-00 , i TRU55 MANUFACfURING gRAGWG WARNING: TC Live 20.0 psf DurFac-Lbr: 1.15 COMPANY INC. s i n-�,.,� m a i i �i i nn i� ewnr..i �• . � e c e n�,.��nr.cme rilmllrtFramg TC Dead 30.0 psf DurFac-Plt: 1.15 � POIBOX418 manis.r•��-��Wi�eua��nam mn vk mIJ�NAyJxhvIJI�JnCM� e,.=��e O.C. S acin 7A.0" n� r i,i i ��, n . ne iy��.w nu m e i��m e m�.�k BC Live 0.0 psf P B� . WESTFIELD IND 46074 mJe�ied.hnrl � dn �me.i. � p u�ur.n �,,,a��;,,i cJby�hehmlJin{Je�l��cc $C D¢dA 10.0 sf Des'�_'^riteria: TPI wu�u ind�i e r��K„u � yM�,�wi� is xievi �rrp Fam��r�� P Coa ':TPI1-1995 WHEREQUALfI'YCOIIMS wu� -inprtywnmen�,:dm� JcieMClT .�Fbulneu(¢,TPI, I �a�eJ�t �— _ � '38]DO�ufriuD ,MuJivm,Wi.¢ � J]I9). ' � � - ' TOTAL 40�.0 psf� V• S - lb�iru� b.n.i. e.xd��.ir . �np P.ITI. P.irFF.�ne�mu ' - ...... _._._. CENTEX 2625 MODEL� ' 1213 WO: TI: VA071008 TY:1 TC FORCE AX1. BND CSI TOP CHORDS: �2rz3 SPF #1/N2 (N) 2X4 TAAt1SVIItSE HRACINa nailed flat to edge = __ _�_ =====AOint Locatrone=====__�_�____� BOT (7{ORDS: 2x3 � SPF ql/q2 (N) oE web with 12d naila at 8" o.c. oz a SGe fl)� 0- 0- 0 7) 15- 6-14 73) 11- 1- 3 8C FOR(R? A%I, BND CSI GASLH STUD: I2x3 '-.SPF k3 (N) of the eame dSsaneion and grade ae'.wPb � 2) 2- 9- 3 B) 19- 5- 3 19) 641- 3 i I2x4 � SP R2 3 nailed fo Eaca(s) of wrb with lOd naile 3) 6- 7- 8 9) 22- 2- 6 15) 2- 9- 3 WEB FORCE AXI. B!ID CSI 2X4 TRAt7SNIIt5& BRACIIiG nailed flat to edge etaggered 8• o.c. SCAH or TRANSVERSE 4) 6-11- 3 101 22- 2- 6 16) 0- 0- 0 15- 2 0 0.00 0.13 0:13 of web withll2d naile et 8" o.c. 1RANSVERSE BRACING to extend for 80} of wpb lrsgth. 5) 11- 1- 3 11) 19- 5- 3 19- 9 0 0,00 0.95 0.95 HRACING to extend�for center 80$ of langth. 2X6 BAACE req'd on any web Pxceeding 14� 6) 15- 3- 3 12) 15- 3- 3 13- 5 0 0.00 0.91 0.91 Analysl9 based on Sia�lified Analog MWel. "�" dellote9 ONE edge or ONE face ----MA%. AEACTIONS PER BEARING I.00ATZON----- 12- 6 0 0.00 0.95 0.95 ❑�: Plate O�Sel':fr� joint cantar. Refer •�'" desotae BOTH edgee or HOPtt Eacea %-LOC Vert �HOriz Oplift Y-LOC lype 11- 8 0 0.00 U.13 0.13 ' fo ,7oint Detail Aeport. MULTIPLE IAADS -- Thie daeign ie the 0- 1-12 0 0 0 HOT PSSi A13 C�RESSION Chorde aze asaused to be c��oeite.reeult o£ multiple loade. 22- 0-10 0 0 0 eOT H-ROLL WE9 FORCE WE9 FORCE conGinuouely brace3 unleee noted otherwiee. Wind analyeie baeed on: ASCE-COmbined, V. 75 ' MPH, I=0.90, Mean Ngt.=15.0 f[, D�p. Cat.� C, � AMB = 1.15 I ' - internal preeeure coef. I, interior zone. � � I I i I �' . I1-13 I1-I-3 � .. I 2 J4 � 67 8 9 � - i � � ]0 00 -10 00 [SX4] 2X4 2a5 2X5 2X4 I ' � 9-3-6 . 93-6 2X4 X4 i 0-0-6 0-0-6 i, � . �� 2R5 2X4 2X4 • SX4 2X4 2X4 2X5 � i �u�nuq�ii � j! . . ��\� E AA,�� . : G Si CF": � � � - 22-2-6 :Q= � NO• F �� 16 15 14 17 12 il I � 1�42 ,� ' ON 3.50" ' ON J.50" � � ?� S7q�F �= ' � zz-z`c --� 'Np� �;' EXCEPI' AS.SHON'N PLA1'ES ARl: TL20 GA '['ESI'ED PER ANSIITPI 1-1995 Smds � Z-0-0 o.c. �. scale = 0.1875 '�'A'p,�. G\��.`� i' WARAIIMG: READ ALL NOTES ON THIS$HEET. . Eng. 7ob: WO: ' '�FSSIONAI ��o`� '� � �- � A COYY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: CENTEx Truss ID: VA071008 ��+in�un . � Dsgnr: SRH Chk: Date: 11-17-00 CONTRACTOR. � . TRUSSMANUFACfURMG � ' TC Live 20.0 . psf� DurFac-Lbr: 1.15 BRACING WARNING ��. COMPANYINC. e � ��.m�»n��mi.d�w�xi:�� n...m�,wtin..i�i,��min�d��..sm�i..n.Km� TCDead ]0.0 psf DurFac-Plk- 1.1$ �� PO BOX�418 n ni�an.n f�hFU11JqJC s �u n nm�um w�dnr�� e�.:m�y �._�� BC Live 0.0 psf O.C. Spacing: 24.0" M �ir .i�ni nMn rw n� iymmi M1 kliLlnpM1 :P I.i _ WESTFIELDIND��46074 a � - m�..r� in ic�«� w+i�.n�wu�..� "�a ��runY�n�m�vu�xuw¢rc.. gC Dead 10.0 f Desip^^riteria: TPI n�ww n i n��me t ur K,.u: -m.rM Rw�� (Stt HIB W nf TPp F .�m�-. � Cod. �. TPI 1-1995 WIIEREQUAIJTTCOUMS irvsshnJngrtWircmcnu, nmb Jcs�g¢r. (frvssPl�IClnstitmqTPl,if4camJn � � .'��9�. � TOTAL 40.0 ��psf • 1 - - 2 5 � sea o�oMe,��on.�;mwiu��.w�„.- . u.iie��: ni�mi� ,ih�n�:u ': . iou /'.1]]C QI]Ef.LOAVtlN . llC4.0/0/pl ___ _ . _.__. . _._ _.._ __ _ _ .. _. _._ _.__ . _ .�... � f AttacDments: Notes , . .. . � . . .. - .. , . � �� i_ � 49-8-0 _i � � ��' �5-0-0 15-0-0 29-8-0 � i; ��.'', 19-0-0 �. . . N � � � � � ¢ � � � ¢ � �¢ ¢ � � 3&0-0 46-4-0 � � � � ,� � � � Z4'�-a 100 1 , 0 08 V 0 0 � 03 0 VR0 100 04 08 R 05 0A z i 2-8-0 06 06 x x s � IG q_q_� Ii 1 II Y Y Y Y Y Y : Z _0 � . 1�0 ' i� —v- 2 i 3 i � 5-0-o i is-o-o � i�-s-o ,� ia-o=o � � *** NOT TO SCALE *`*� N Companents: 68 !� �1 .�� Job Name: 2625AI,MS WO: 2625ALMS lil i � `! Pd. Cusromer: 1213 � WOE: �� - Designer: JOA Checker: Date: i1-10-00 8:43:00 �;'�iTRUSS MANUFACTURING . � TC Live 20.0 Lbr DurFac: 115 CO PANY:INC. MODEL ZGZ$ � � TC llead 10.0 Plt DurFac: 1.15 i Po1BOX478 ELEVATION A BC r.+ve o.o s��g: za.o" WESTFIECD:IND�46074 LUXURY.MAST�R SUITE BC Dead 10.0 � �. Desigu Criteria: TPI WHEREQIIALIIYCOUNIS, � . • ' . � ' TOTAL 40.0 PSP _ Z y p S �JOO��PAPHr IIITE&LOXVOBSISi. .JEFEV'%CKBDRICENTFXi263 _ _. _ .. . _ .__ _ _ _ , ' Notes and Specifications � Note #1 (1 location) : , Note #Z (1 location) : (5) HUS26 HANGERS '10 BE A'ITI�CHID 'Ip BGR. (10) HUS26 HP.NGERS 7L7 BE ATPAC}� TO GGR. - . Note #3: (1 location).: .� (4) U26 HANGERS 'IC) BE A'ITAQ-IED 'I1� IGR. I�� I , ii I i I i I i I� i ,i � i ,'� � � - � 7ob Name: 2625ALM5 WO: 2625AI114S �� Castomu: 1213 WOE: � : - Desiguer: JOA C6ccker: Date: 11-10-00 8:43:00 'ITRU55 MANUFACTURING TC Live 20.0 � � Lbr D��rFac: 1.15 �I COMPANYINC. -MODEL 2625 � TC Dead 10.0 PltDurFac: 115 � POI80X 418 ELEVATION A. �� nc L��e o.o � sn2��g: �Q.o" 1' wES7F�ELD WD 46074 LUXURY MASTER SUITE nc n�a 10.0 Design Criteria: TPI � wuea2 Qv,vnY comiTS � � TOTAL 40A PSF S � � 108 PATN: T:11'FELOXV09S6ti. .JEFFlTRACIfBDRICENT6Z12625 Atta�lunmr: . i . . .