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6720 SPRUCEWOOD PL_00289_2026
CLERK'S RECEIPT ORIGINAL DATE_ - 19 21667 RECEIVED FROM ADDREVS ACCOUNT AMT OF ACCOUNT AMOUNT RECEIVED AMT.PAID CITY OF ARLINGTON BALANCE DUE BY � 'A ' ARLINGTON SEWER SYSTEM r— Date........ . ............ (D.................... ...... _ ... 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X: IMAM 1S1 HER PFVfiE f.11TA 111,MS IIl f1111ENf I%fIf SK'11 SMCMIfA 111KSI IGNIS:ICASSfKIAIKM Ills BOCKIIfAF41N6 IA IRIIIIVK111AI:IA1114WLFYIAIIFWIYRIW111111NRRY IM%Ism toW %All IJIM41110YAXJDIIII.CSISAND 71III(CIOR ISISS111E)NCLAWCONNAxmCRA PLATESONLY pINSTRUSSHASIITNUFSK7•PIIgIIILIWKFM;VIh1N Vt-IMN111hNMEEORBRA(JNGMIFMR1RSSPNIIIAFIOb- Omit(SWAbhovsf011IIILSq% 71 CI1MNCIIIII rl AIE SSIIES ARF RASFPONNG AXIS ft LNGXmy ON IRS FYUIMNG INSIAII AIM ANR USE vL%I fJ1MPITAA Rf. IMAXI Ifi1 NIl EA IARFRf11115111LS5 MAY III f.1111M11M 1lBKD aI ANY NI CIMEFM F.II MI%Alf 4115 All(fAVfN 9TI O[f'. AXIS fA OIKG VAIN I"S OFSRN I7f MMN HIES III NCANG IIKiVXN VLF!AXIS rAR BY IMM111 COWI6URATI04 AM LOADING SPECIFIFO BY FABRICATOR -PLATES nPlIFT) 90 IIEGPFFS ARE DELINEATED AS SUCH. 4WPETITIYE NEWER SrPFSSFS Nor USFo. ,JACI%S AnF TO PE 2X4 TOP. 2X4 Par. JALkS WITH SPAFC; 6FWAfEn n" 9-9-4 MUSr BE SPECIALLY DESIGNED 3-9-6 3-5-1 2-9-10 2-9- - - RUN SO SS SS E 3 �-5-l I 3 9 6 _I RUN 160 i-7-8 SS SS i-7-B �_ 64 _j 64 PLF Span 20-0-0 ii f1 3-0 12- -0 12 74W4"646f'9051F Q 5 12 3x 4 221t W W 22if 5 tDoub 4)evel6k y l 5*, �—>• t2 112f 2k3 112+! 2y 3 0 I CU m , m 16�94 3164 289# g f 3x10 5x8 3xB 3X9 1709t [3 5]551; [3.5]52% 7-2-6 5-7-3 7-2-6 --_ — 50 PLF 1 1-6-0 1-6-0 E 20-0-0 Farces (L-R) TOP BOT WEBS -4033 3722 -279 Q -3760 3717 697 -3471 3613 -363 -3362 -523 -3642 786 -3915 -279 1 r�,r , • t` r. s designed to support 6-0-0 jack system with Ridge-Rafter Maximum deflection occurred at bottom joint f2. ynum PP Live Load Deflection of .149' (2/16)• Tndex-.224. (L/1611) L(mum PP Total Load Deflection of .251" (4/16). Index-.251, (L/956) .t CIt RATE TYPE SPACNG-OC.MAIL LQADAYG TC LUMBER -- DfSCRFT0# DWG A 111111FV-2000 2-0-0 LLTc 25 PSF 2X4 2400F 2.0E DFL 20'H-1 O CORPORATIOFV 3.03 OL TC 7 PSF BC LUMBER a BC 10 PLF 2X4 S rD HFR .MAT SOUTHWEST PARKWAY WEBS 2X4 2400F 2.0E DFL E NE�t9RGREEN TRUSS MFG. - LAL 'vtFURCE Program 1 OF � Pl/1r INC la Sn LL _- O v5F PRAIRIE.T 75051 MEMIER OF E AREA old.AKo,aa I Al h.- 530 1F•i ........ «v a• ._ � / ..M Y� 4 � yw7:s«,.'..'-:� ��w� �..�-+_ ram'✓•s�• '�cy, .. � .. -`. ��� - _ .. -_-. ._�:` . :t•v•...� � Lc � �►�! dffi��7>X� _.+s.�l' � ref,4�"'�-�'��� •Y t - V••• AII�M w�,�. - d•� Ti'v Y`•�7"�'.-Y f�� • .1�+-.;���t r�t... .r-y� Wtrri1 N�Ki(�SME1RO�tQ R y, •�i f • 1�IiYa Jf ,00+w i aot,l/tpy, �; .<:;- ,�""ma on >;� a-. 5"� u►a,oi�ruR�!a�c.�;• llwior °� t. wrirLRV% nwouwawa�- . . La* +"� aptdIR RWQV* 1 mgmwa S 1p i �= s6 • j'.: AM �= T ti �.. .. - �, - -,sae �p•�-.-��. � ,. N. 3U 3x4 . � � _ .. `� .�_ taA3C.t�_��"./��•ter .i•:tifi.��,F:_� I . 3.,,,5 7ti •i. ::i��•.•i 2.T�.C1.. I N� MA?( PP lt» logd D�t1ect1�'s—i!iB to g�Ti Pare. +ui rrrtIf-"Co TCLUMN A � 00%cmwr.}+r�� IC a Pr Rn:Aram SAC toaL ff.Ic 0Po pn" Ut 6a 7 F3-016 - �..�._----- -- - ---- - ...--- - ---- L JI f'/kY�_ T' W LEN V K IMEMBEPI C H O P D S �J MAXIMUM W E B S CONC LORD CHORDS SIIE LUMBER DESCRIPTION DESIGN in11EPIA MEMBR FORCE NOR OISP SLOPE/12 LOAD UNBRAC. MEMBR FORCE JT LBS 1 HL04 GNA20 S.OX 7.0 0.26 FR=TO (LOS) FT-IN-SX DEPTH IN IPLFI LENGTH FR-TO (LBSI 1- 3 2X 4 NO.1 HEM-FIR TOP CH. LL- 25 PSF 2 IN02 GNAEO 3.0X 4.7 1 129 3- 5 2X 4 NO.1 HEM-FIR OL- 7 PSF 3 PKII GNAZJ S.OX 4.7 2.00 1- 2 3387C 6- 0-13 5.000 64.0 2.1 2- B 107T S 120 5- 7 EX 4 NO.2 HEM-FIR DOT CH. LL- 0 PSF 4 1NO2 GNA20 3A X 4.7 2- 3 2339C 4-11- 3 6.000 64.0 2.9 2- 7 969C 7- 1 2X 4 NO.2 ITEM-FIR DL- 10 PSF S HL04 GNA20 S.OK 7.0 0.25 3- 4 2339C 4-1 1- 3 -5.000 64.0 2.9 3- 7 1492T 'i TOTAL LOAD- 42 PSF 6 INI1 GNA20 2.ON 2.3 4- S 3387C 6- 0-13 -5.000 64.0 2.1 4- 7 96?L ALL WEBS 2X 4 STUD.STO HEM-FIR 7 CL13 GNA20 6.OX 9.4 S- 6 3194T 6- 0-13 -2.500 20.0 10.0 4- 6 107T SPACING- 24 IN. C/C R IN11 ONA20 2.OX 2.3 6-,7 3194T 4-1 1- 3 -2.600 20.0 16.0 THIS TRUSS 15 DESIGNED TO SUPPORT VERTICAL 7- 0 3194T 4-11- 3 2.600 20.0 10.0 LOADS AS DETERMINED By OTHERS AND SHOWN ON INPUT DEFL. L/240 DESIGN SPECS. ACCORDING TO UNIFORM a.. 3194T 6- 0-13 2.600 20.0 10.0 INPUT LISTING. VERIFICATION OF LOADING. BUILDING CODE.I99S DEFLECTION LIMITATIONS. FRAMING METHODS. INCREASESIPER CENT) FASPICA11ON INSPECTION TO BE PROVIDED MAX. PURLIN SPACE- 2.1 FT. . MAX. UNBRACED BOT.CH. LEN.- 10.0 FT. WIND BRACING OR OTHER LATERAL BRACING THAT LUMBER- IS NAIL- IS IAW SELIIUN 2S.17391A1 UBC STANDARD 25-17 IS ALWAYS REQUIRED. 15 THE RESPONSIBILITY TCH LS- IS BCH LS- 0 CONNECTOR PLATES IN ACCORDANCE WITH ICBO NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS OF THE PROJECT ARCHITECT OR ENGINEER. REPOPTS 1329 AND/OP, 169E ARE REOUIRED.TO REDUCE BUCKLING LENGTH OF MEMBER. AND SHOULD NAIL VALUESIPSII.NET BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-100 NAILS. CHORDS WEBS ALLOW FOR HORIZONTAL DISPLACEMENT PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS MAX MIN MAX MIN AT ONE OF THE SUPPORTS - TO-;RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. - ONA20 142 135 142 135 REFER TO GANG-NAIL TECHNICAL � PROF LEFT OVERHANG - 2- 0- 0 BULLETIN 1164 FOR FRAMING P .II uIIi FR tN61MEf�J,Jij� RIGHT OVERHANG- 2- 0- 0 PRODUCTS APPLICATION. ' d w GANG-NAIL 'OTC' RECOMMENDED FOR LATERAL RESTRAINT OF 11ON-111EARING PARTITION MALLS. - OR 7�, T• A� • r `v GANG-NAIL'RTAe' RECOMMENDED FOR / f►• d �• POD v CONNECTION OF TRU;S REARING. �~AyN�� �I9I61 WALLS. ll- 0- 0 11- 0- 0 a a • 12 \ 12 4-10-13 6f-/ 1S T 2- I2-12 2.6 2.6 t 12 lJ 12 G116cS BRG III• JT REACT IN-SX a 6 lose 3- 8 SPANS UP TOT it- o- o it- o- 0 _i z- o- o - - -- e2- 0- 0 2- 0- 0 1 Worldling ■roottlow Mhoollanaow IWf#TT1RM/en Wacing hdormMlon Connector Hardware Lumber cane-Nell syet•me,Inc. 1 G-•f1111 TrR W4 P CO\I-Wiwi!W.\l-di R ar�.iiD P.wi Di51 li.�T..i Tw DTwT(w IR w K i _ •0 G- w- -"'I.L 1 MG YICIII[D KID• \II.M.Mhl rM-Dw.M GA ihi..\M Will erlM OallCTa1 RA 1"Awl nrlwncnlen , Trw.�r-r1r T�OwM:111 M-v.wrwl WCw4 rd.lp0-.O CO�PA41 Ff1lM J� w0 K Ill TO A CMKD-1 r-.Ol(OI III••n1 dl YrD/ v =rt" •IW I=IIID w•NIK•r0 M•DTn wal,�fNT Y-•• Ill S o •11-OYID ry-nq-w61Do"K 5-ql-Tlrl•\rM411W looT.,w \Irurn[.a w\Ort.rgn DI IM RIM D•KIOND.R-(II AIK MIrwW-IN• Yu/1r IIeTh.ID IUITr " r vv,,1ID OII phi -Nw I'*�-Il.y•wp WIT i -eTY\1DI•DTre-f wDID.DI-wl Tor rnmlol "v Iwt\DrDOIIurOIryr1U.-.WINO MdIWl10r11001.K•t -IIII.-pI Y►.IIK IryIlI1D.YK 10M 111�I/w TM 11�1ArhI T�T11/4t( rdiM Yi1-.YO MC111 rowwT uwrr.Ill.r\M �wc•wor.mlwal rll Cwwlr/ TW_w,/ /cfw 14T MY�rfMWKOw Mw/NA110I11�Mrr\RI 140 \0�•cco haa.wl\Mrn e1�lOOlO F.0-./•IOIOWu l001.rT1• .r.o Pre lw..\\orx ull.rw llrMwww\o.w r�m ITr.c 1u-1 A>KMft\e1M.MAIwweOT09d\.1. 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DATI rl111wl aTR.W.\\71CIII.Imw co\nuwcu.rFllv.\l.rw lerwlrcrTawrllar Tlll ITIu\11eTwIUWD D•wTwu Ww. c"Aa1•Nww WWIw cw rrl/r[rwclro rD Yeru\a.olewl•11T1prlw rl.w(rp M awriln wn nu rraw ul"m "cowadw i•waw4W01..nlww Allel lO"-AVrp wo-pIIr Dl1Al Design Criteria urwrlA mpg in.I,, 11C- r.w4 bWrl lrowT wDa w.w wlDwwl w.cm rww wT.�www CwTll-.lwn0.lDll Dw/NOTMn\O4\elwa-I coal rDl111w •IIRI.WT l: ullw 11• AND Nn row DlF ffi o.DW TTT7/.ro RIr1 W.(Oh MO DII.W-.Ir w lDl..11Krwl[►/IIC.t1D M-TI pD r�y�l� IIDah3W /Y[ FM TW OYlr IUTI iAfjlTpw I4101Tq/URI Ifi 1W No- - 1W Y. 1D/M1W/D I.Y.L w..1 I.IIIiK•rC(r(KILI wD[ywny\110 rd([III M.rT'M�.�+D YOw1 Yq µ4a0 0..4+W l'IRl-�•C w MF-OYIwO I/wilRTyy K 10 of wgYIDIO eT ,d w- wlTw LT-bell J M OTHM 11.1149 M"WD YK W MW CODI 1 I C-2 9 7 5 y7YOWwrR•rwlW re/lwG•lr0-I w.rpwl Hlllwel.r/ Or.INn i•111 wfOwh�llrl Y.D-IrwlW lrwQ MT.rwwl(Dw, -a ��\Iry 1, ,w DIMIwIlOM1 M1 �IwIM oil 1010 IT.MUI COwrOWiTl hRr1W WG 1N CY1•Pew Nq Y.Ow1 D..rIFl prr,r.wp wlKA 5UITT IIr I IOGi IFw/war \.T[(T 1wYwlDw p rlw.Il[ UeL -f1Y\1.1p1d GOIeOhIMI! /0"ftA"Doi\-R/ .M lm M"ATANTi RRAts Alt NATFS nu vnit nnAwiFjr_t F INK �f'SF IILP I 1 ..� I l ii 1 I�1-1 • FL ' JT TYPE 11 LEN V X I1IEMBERI C N O R 0 S MAXIMUM U E B S CUNC LOnD CHORUS SIZE. L1111BER OESFRIPIION DESIGN CRIIEPIA MEMOS! FORCE NOR 016P SLOPE/12 LOAD UNDRAC. MEMBR FORCE JT LOS 1 "LOT ONA20 3.0X 6.2 FR-10 ILBS1 FT-IN-SX DEPTH IN IPLFI LENGTH FR-10 ILBSI 1- 3 2x 4 NO.2 HEM-FIR TOP CH. L1- i5 PSF 2 TWIT GIIA20 2.OX.Z.3 1 120 3- 6 2x 4 NO.2 HEII-FIR U1- 7 PSF 3 Pk12 GNA20 4.OX 4.7 1- 2 1933C 6- •- 3 S.000 64.0 2.9 2- 7 35SC 6 120 6- 1 2X 4 N0.2 11E11-FIR 001 CH. LI= 0 PSF • INII GNA20 2.0X 2.3 2- 3 1610C 6- 7-13 S.000 64.0 3.2 9- 7 6541 UL- 10 PSF S NLOI ONA20 3.OX 6.2 3- 1 1610C 6- 7-I3 -6.000 64.0 3.2 9- 6 E54T ALL UEBI 2X 4 STUD.S10 11L11 tip TOTAL LOnn- 4. P5F 6 I1,132 GNA20 3.0x 9.9 4- s 1933C 6- 1- • -6.000 64.0 2.9 4- 6 266C 7 IN82 ONA20 •.OX 3.9 6- 6 16921' 0- C-13 0.000 20.0 10.0 THIS TRUSS IS DESIGNED 10 SUPPOPI VIR11001. SPACING. 2+ Ill- C/C 6- 7 1153T 7- 6- 6 0.000 20.0 10.0 LORDS AS DETERIIINEO By UIHEPS AIM 51IVI11+ ON SPLICES 7- 1 1692T •- 9-13 0.000 20.0 10.0 INPUT LISTING. VERIFICATION Of 11,0JI116. INPUT OEFL. I �?=0 6- P SP10 GNA20 3.0X 4.7 DETLECIIW+ LIMIIAIIUNS, FRAMING IT[WOOS. MAX. PURLIN SPACE- _.• FT. . MAX. UNBRACED BOT.CH. LEN.• 10.0 FT. VINO IIRACINU OR UIIIER LATERAL 1I1-1.1111F It1111 IIICREASESIIIF IrNII DESIGN SPECS. ACCOP.OING 10 UNIFORM 15 ALUnV5 REQUIRED. IS THE RESPL'W;IDILJIV WIDEN- Ib WIN 15 BUILDING CODE.19E5 NOTEL LATERAL BRACES AND PURLINS 11101CA7ED FOR TRUSS MEtIGEPS OF THE PROJECT ARCHIIECT OR E146111EFR. VCH LS- 15 FBI IS- 0 FABRICATION INSFECTION 10 BE PROVIDED ARE REOUIRED TO REDUCE BUCKLING LENOTII OF MEMBER- AND SHOULD Ir.0 SECT104 2S.173914I UE!C STANDARD 25-17 BE NAILED TO TRUSS MEMBERS UITH MINIMUM OF 2-100 NAILS. NAIL VnLUES 11.IIET CONNECTOR PL41ES IN AC[CROANCE UITH ICBO PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS Ll,ot uE65 REPORTS IWO AND/OR 169S TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. IInX 11I14 rux MI!: • '. "Fp �I EV Fp�)�� ONA20 I42 1 '.i. 142 I?. •E►[R 10 GANG-Halt T[CHNICAL wM • W TN, •ULLLIIR .164 FOR FRAMING 1 .4 t iuV E vj 6~G �Jill L(FI OVIAH1.11. 21 0 v -fie APPLICATION. 'r C3 l: RIOHI UrLRI,,:t- 2 0 1 46:34 6. _. Nnll '•TC- RECOMMENDED FOR LATERAL RESTRAINT OF N-KRRIIMG PARTITION HALLS• OREGONi NO r•. r 6 4- PU`114 y GANG-NAIL'0I06- RECOMMENDED FOR CONNECIAGN OF TRUSS DCARINO ••..:•���9I MALLS. I2- 0- • ---- 12- 0- 0 -� 3 • l2 • ,. s r �1 6 GROSS BRO ❑ • ' ' 6 I rC 1 Jt REACT IN-•X ), U L U 1 1136 11- 01 s 1106 3- • SPANS UP TO: CAMBERS,4-1/5 2- �- • 0- 0 24- 0- 0 --- 2- f 110w11Ry S wocomF1 Wt "Mian"ve+6nffwww - rsuon N, no Fot_[ (r_or Nardon- --- 41nE►sr� aMs-TwE f1rO6.1...WHO. f/V11q•r•O..Ld Wr•f►..w•4Yw1.o•w-.rl•.o yT:M.•.I.n rol...Vw.�rP�••r•-•-+T�IE�M. -1.••W@K.. ov.rnal • wwl rw.w •y-•-_--! �M'.�•w��ww.M.O• W4Y..l r•II m .Fnww �..u...A•.n.l.w x.Rwr wr.r...--. w..o..-•Nr.•...+rr.r.r..•ro-.c.r..e corwwl •.••w K ro•ww VON Oo'I.>'w rau a w tw.1 s we r011 wc..o r..ar. .••n•.wlwV..e w•c�or.a r,#•I m w...L •.or.w .rwo.•• NwM•w•rp..fM.•MtwN.r.Owtl..-..rN1 Y�'•••w0 ...YII.O.aw•wP•IIO.0 Mwr1 B•LtOrr M.•.�1wr.rww wwY rN•r.r•w.w NInrI MI w .I.IY110 ow wn.1 ...•Clq V14V..o wl/1 s•w.•pw OMs r10.W..110gr.w.010 M.a. Mf Orn O.V�O.O.N/.Mw•rOw.Mlrlr•OOMIr �•1 r..0 ft�r rou wl•ow II•L 01 nr urww.l•r Ir•w/Yul w O M .vI Ne r.rw• ro.•M ur.•.II\w M4�.•C�•�-�OIy.•.wW Y�OOrI•!A wr yr v wr carar+l w.t w•�or+.w.•r w•w•r.wA mw+n •OUKI.Y.00 NP.O w••re� A.[p0 M.-'•wO.tM.•OOwr••.w _-__ .•rO•r••.wL\o.awwt•w lwrOOM.O.wf.r•\r. •wYL•u•O �.OwO u•.Mw•M.NMPNq VI• .V1r 1Y•rw.F1 Y1•�Y.�I.q ..w...r w•.O.wcr� M,•• wDM CO.II.orr• O••...-I rCVr.w.00r pO.RY.Ce�•.p.w�Ngl.r•�I•wpy wY.IM •wY1•IY•Iw..r111.M.n.y NIT. fI11-9••MJr.. � c..rll rlrlr•.Isc ro-r1Yl Cc-- -1 IM." M/M.wMI.•[O.-{.••.••K N/.0-1"A..•w�W.v�M .M PI[1�M...1.ML\ w.HII tO tM'N/.01•Yb'Jt•.'A MIY -_`r��y 6�I•w Mrw- rl.....ro.n•swlwv..o.wq.l�.r..c•Orw.0 ..w•p.r+1}I.I..w1.O.w.•wwlmrn�KlawNl•.•GOwN01Ir Ir•l..M• O \.Nww rrrwo two •.••.O.q..wl.wrl.2r11.n...0 _ �..� � ��� IY+- � O...N..Owr�A•...M.O••V...r.••.K..r•C.•M .rMll�yj•yI{-�.y djlQ/ MP/.(wY. M,•l wn.O.T...l+M•V .Ur•IOr/�lOa.11M•IM NTH.v M N.Y- IO M I'�1 •ri W•.qNr..0.rwc•r{.o 00.•w01.w0.[OM• _ w N L-..-..-_ _Y w.•w a.•�.1.1 M•.II•we 1�M.wOIM •1w1IC•1.r r TO Y.1•p.IpU.•M•. Mw..s.•...rOV.ww1•V-tN oMw I.rw..r.l r.1D.w•.r•. COO• L1 11 __ ___ __ __ ____-.-� ___._-_ _.. .._-._-...�..�.....✓.W. ..wrno..• .w. •«Iwr p� .c.0 1•.w�....aru•....wr+M 1 ! t -1 qL JOHN3Ch NAQ CL0A,!'jC, FOHEST PHODUCfS P. O. BOX 382 KENMOME. WA 98028 J T T.'P F H LFN !MEMBE91 C li e 9 0 5 M.qx I mum N E Is 5 CHC903 SIZE LUMBE9 OESCM!PTT(IN DESIGN C91TE9IA MfIM99 Fc:plCF HC9 015f, 5! IPF:;12 L OR 0 UN2.9qr". M EMB 9 FC9^E I H!,0 4 9t;512C 5.C): 9.4 C.2-, T 0 ,L B 5) F I'-I IT-S X CEPiH IN (f`'F) I.ENGTH F9--TC 0-95) 1- 4 2): 4 MSFI 165OF-I.5E H.F. TV CH. I.L- 25 F5F -1 1 N 1 1 CNA20 2.C): 2.3 4- 7 2): 4 MSH ICSCF-I,5E H.F. OL- 7 F5F 5 !NO2 GN.q2G 3.CY 4.1 2.o0 3- 9) 1- 2 45i5r 4- 5 5.Cco 64,c 2.4 2-1 C 437C 7- 9 2): 4 M519 186CF-Il6E N.F. BT7 CH. I-L- 0 rIbF 11 P 11 PIN.q20 S.C): 5.D 2,CC 3 4C 82-' 4- 3-14 5.000 64.0 2.7 3-1 C 5174 i 9- 1 2): 4 .459 D!.- Ic P5F 5 1KC2 3.N q 2 C 3.C): 4. 2.'75 J_ 9) 3 4 279G" 4- 0-14 J.coo 84.0 3.9 3-- 0 821 TC7AL LORD- 42 P5F 8 lNI I 'SN.92C 2.G): 2.3 4- i 2978. 4- 6-14 -6.oDc 84.C 3.4 4- 1 19507 9EINFCMCIN3 MEMBEFiS 7 4'-4' 1 l,.q:'1-7 H 8 5- 8 42B'.r 4- 3-14 -5.CrG 64, 21 P, 5- a 632C a- 7 2): 4 M59 165GF-1.6E H.F. S!Iqf'INC- 24 IN. C/C I-5; GNri.�� 3:C:: E.2 ''C. 75l 7- 0-� 6- " 4728C 4- 4- 5 -5.CCC 84. 2.4 S 8 654' 7 H!_5 1 GN.q2c 3.3;: S.2 26.CC 1 7- 4) 7- 8 4458l' c- 6- 4 -2.60C 20.c 10.C 8- 8 442C OEBS 2): 4 j TWO.zjT 0 HEM-.FIR INFLIT UFFL. !./24 C 5 !N�2 SzN rl 2� 3.C): 3.-9 8-- 9 30401- 8- 312 -2.50C 20.0 1C.0 2-10 3--1 C 3-- 9 5-- 9 5-- 5 G- 6 9 C GNR2C 0.Z;;: 9.4 9--10 3444f 6- -i--12 2.3 0 0 2 PG 10.0 INCREASES(I'Ell CENT I C 1 t42 C N.1 2 C. 3.r): 3.9 2,00 2-IC) IG- 1 4 25V- 7- c- 4 2.SCc 2G.c 1G1 C NEBS 2): 4 M59 1 95CF 61 H.F. 16 NAIL= lb 9 TCH LS= 15 BCH LS- 0 7c Jll,:FC94 M q i:. pjhl.!N 5?97E= 2.4 F Ng):. JN99FICE0 10,C FT. !3j::_c,tir r*35= i 9C,, NAIL VFl!_JE51P3!).hE, -q39:lqT iCfl !hs:lEr_Tch c PR��: .9-Ep, ! r,.q C., q �'J N j 1 Q!�VEU C 91 T 9J5 M'M5 CHC905 dE9Z;T C q_ 9 No m N s _95 94 3 1, 2 j.1 73 9 A) U9' 3 IND99u 25-17 Yll' 9FQJ'92 iC 9EC-J^_E 90CK' lh,, LENCTH V MEMPEl, ANO SHCJLO MAX MIN MRX MIN P,q-.E:j N!',_4 BF Nq![-E_� 70 :9J55 MEM9Fn5 NIT!! MINIMUM OF 2-1.0 Nq!!-S. 120 142 85 142 !36 iB9-- o9CV!5!0N5 MUST 9' MAP' K E NQ 9 09 !NTE.97A!_6 AT,9.9!. q'_LO;l F09 !109JZ0hT9!_ qr AT L,I, OF T.1i E s j p P REFER TO GANG-NAIL TECHNICAL 8164 FOR FRAMING IN GULLEIIRODUC S APPLICATION. P PL I CAT]ON. J GANG-MAIL IDYC' RECOMMENDED ";kft FOR LATERAL RESTRAINT OF NON-BEARING PARTITION WALLS. GANG-NAIL'13TA6' RECOMMENDED FOR CONNECTION OF TRUSS TO BEARING WALLS. 0 Is- 0- 0 Uj [5 F2_ r7l 6-1 2- 1 2-l',- 4 9Rqq 2.j Flo 2.5 1;9z�zj 991: 1 J T1 9 17RC7134 1 N-SY 12 211 3 b 7 1i34 3- 6 SMD-151D tir-M- F21 HE EL 4,".0 i 14-- c- 3 is- 3- 3 9!C4i eVE.9 THE HfV_l_ HE.CH7- 6- 9 P 27- 0- D u4mmosowwordwdwo Livember cong-moll systefflIA,bm IS cm,."If AN, ALL LATEFIAL MAC000D V f5v `V-A`AIID ft�SPACING FOR,Q,D,0IO�kt BYSTEI,,S � ARO IS II01 TO Ad�D W""'IS m U,lDI_ MU41W PTOIVIDUIL VVIA OMPOCTOM PLA7110 AN""AFACTUND LUNlAl. QAJkD9 "I TTI�-OM.IIfft.M All lWTALL9D ARD M FCMD_N WITH TN ID "I, Am,pwoN. a I GINN.040PA Im _LoSAD DA USAD FM FUAI_j PLmm.,,S1 a w,,m on Am ::RK Ipmom " Appmov ATS'98!:OT ft II0 LOADS IU01 10 AT*I.TI,It C- �w _^N`-US' V AIPIT-, I,G__?_To ol...1 Wh MA"S III11K ftOUMD AN TOLL p_ft M"UN,,,,MM INTH pULLV n A w .........mms,w.wT,Iac_m ROUIULYMACEDALCIIIGINSLINITII Dm A 11 1,A PLAT, ,n o,'a I=G,_,AAA ANA �^K) "DCf""D"S`T' MI.IN AIL KCILLGDDfCD4^..Ctb APPKWM 6AVAVcTIOA,A VVIOI0 I.* MALtV NAIR—ATAlffftD PUR, CAPACffV @Hftft GAADI Iftc.rdo 1--1 a oo�,_COIA_4.1.,_UPI. NIUD,, ls,fo.�Doe".0,"ll NOUN N57TIAINT OT LAIATUL � AN) 0�PM DATA AT - A' PI. -1 AIDS w0T IIAOI,I., N.D." DAS--[A 01 1.C�ITIVFI�IUN.11ON ld� LMLP*G-.A �ToTm. Design Criteria C 'I -OPI AlIllI I MwIP Q c_lA,A.- A.1 6...1.& -1 L �IIIO IM 7#01 GIVIUll PLATA LOCADe.-ToPOndFaFMjNDWPLATT"=MMG�� IIII Od� -o joll"UNDER a S.-I-AL Off..Q.01 1,,A LP11T 5,4OVIN D4q ITT[M11.0 WA I44DW10FD111.I[JPRUVRq S�TUN 16 TO N�*AT I,IIf M 10117KALLY ANWT jMVTV tPQUAAA&ITIAP TITIAL6 6PICIT11D ATTI 111 305 Gm LIOMRp III,C,I,,,,,g Sl-,UN PIWCNBION6 ARI 2090IM 669 WOO SIANTIAl GOWOANII..1.1,,- 0*290,"RIPM SAN A IDCA TWO A VIV &ATIST ft�W W.C MR PLATA AW714 u0c W E --3 11. -1. 4 IMPORTA-W.- JREAD ALL NOTES ON THIS DRAWING! rvr.I.I .�V LJJVRJ IL-1 if IILr _._ ... ., ...... ... . ..�... , �.,... 7 0-0 It JT TYPE W LEN V k IMENFERI, _ C H 0 P D S MAXIMUM W E B S GONG LOAD CHORDS SITE LUMBER DESCRIPTION DESIGN iTERIA • meMMr FORCE HOP. DISP SLOPE/12 LOAD UNBRAC, MEMBR FORCE JT LOS 1 HL64 G1+612U S.UX 9,4 6.25 FR-TU fL5S+ FT-IN-SA DEPTH IN IPLF1 LENGTH FA-TO ILBSI 1- 4 4 MSR I6SOF-1.6E H.F. TOP CH. LL- 25 PSF 2 INII G1+:,20 2.OX 2.3 - 11 128 4- 7 2X 4 MSR 1650E-1.6E N.F. OL- 7 PSF 3 IN02 ,;lu2G 3.•iX 4.7 2.S01 3- 91 1- 2 4710C 5'- S- 2 5.060 64.0 2.3 2-10 434C 7 128 7- i 2>. 4 EEL.STR. METI-FIR BOT CH. LL• 0 PSF 4 PP'II GN.-3 S.0X S.5 2.00 2- 3 4270C 4- 3- 7 6.000 64.0 2.5 3-10 574T 9- 1 2X 4 SEL.STR. HEM-FIR A DL- 10 PSF S IS02 CNA20 S.OX12.5 2.75 - 3- 4 2994C 4- 3- 7 6100C 64.0 3.4 3- 9 823C TOTAL LOAD- 42 PSF 6 1 N I I GNA20 2.0Y 2.3 4- S 2914C 4-'3- 7 -6.000 64.0 3.4 4- 9 2034T WEBS 2X 4 STUD.STD HEM-FIR 7 HL04 fllA2u 5.0X 9.4 0.25 - 5- 6 -4270C 4- 3- 7 -S.060 64.0 2.6 6- 9 B29C 2-10 3-10 3- 9 6- 9 5- B 6- 8 SPACING• 24 IN. C/C 8 1502 G16 S.OX10.0 2.75 6- 7 4718C 5- 5- 2 -S.rl00 64.0 2.3 6- 8 5747 9 CL13 GNA20 6.OX 9.4 7- 8 4449T 6-13 -2.500 20.0 10.0 6- 8 434C WEBS 2X 4 NO.2 HEM-FIR INPUT DEFL. L/240 10 INa? GNP20 3.OX 3.9 2.00( 2-10) 8- 9 3642T 6- C- 3 -2.500 20.0 10.0, 4- 9 9-10 3642T 6- S- 3 21600 20.0 10.0 INCREASESIPER CENT) PEC-I1,11 SPE=S. ACCORDINC• TO UNIFORM 10- 1 4449T 7- 6-13 2.500 20.0 10.0 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL LUMBER- 16 NAIL- 16 BUILDING CODE.19eS LOADS AS DETERMINED BY OTHERS AND SHOWN ON TCH LS- 16 BCH LS- 0 FAFFi CuTI(:1, INSPECTION T6 SE PROVIDED PTA,, PURLIN SPACE- 2.9 FT. MAY. UNBRACED BOT.CH, LEN.- 10.0 FT. INPUT LISTING, VERIFICATIOT. OF LOADING, IAW >Ei I101. ?5.17391A1 UBC I A N D A P 0 2S-i7 DEFLECTION LIMITATIONS. FRAMINII METHOO!, NAIL VALUESIPSII.NET :Gl.+ff T;c r- .TEc Ni PC r r�p�CwNCE WITH ICB'i NOTE: LATEF: - Et f-0.'E; a1;L PUF•L INS INDICATED FOR TRUSS MEMBERS WIND BRACING OR OTHER LATERAL BkpCIH!i THAT CHORDS uEBS FED-uF75 152- HN�.'UP 1:95 ARE F.E G:I RED 70 FEDU!E Bi0CYLING LENGTH OF MEMBER. AND SHOULD IS ALWAVS REOUIRE0., 15 THE RESPONSIBIL ITV MAX MIN MAX MIN BE NAILED TO TRUSS MEYBEFS WITH nll+lnun OF 2-100 NAILS. OF THE PROJECT ARCHITECT OR ENGINEER. ONA20 142 135 142 ISE ' ALLO" FJ% HpF1=UNTPL CIiPLACEMENT PP0 '1014, MUST 2E npDE AT END; OF SPECIFlEO INTERVALS 016 ISB 110 168 110 Al ONE OF Tn_ SUPiOkTS lU P.ES1RpI1, GR ANCHGk LATEFpL BRACING. BV'GTMERS. LEFT OVERHANG - 2- 0- 0 REFER IU GANG-NAIL TECHNICAL P 0 L%4 �^ RIGHT OVERHANG- 2- 0- 0 �ULLEI11 0164 IF FRAMING A, 4T ,C,INC PRpF�p PRODUCTS APPLICATION. 11022 Fir �� ,�NG"Iff9 SP, PANG-NAIL -RTC- RECOMMENDED 4 FOR LATERAL RESTRAINT OF i 4634 NON-BEARING PARIITION WALLS. 4 �fG� �, ? J' F 40r� GANG-NAIL-BTA6• RECOMMENDED FOR .-----. �. C powF. a CONNECTION OF TRUSS BEARING 1 V WALLS. 14- 0- 0 014- O- 0 - a n �r 12 12 6r -Ts ❑ ❑ 6 I-19 I o6-2-10-4 r 1 U 1 12 12 GP.OSS BRG � JT. 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