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Home My WebLink About6714 Oakwood Pl_BLD00181_2025 ARLINGTON SEWER SYSTEM el Date., .......\..—I.........9-0............ Permit No ........ GrantedTo ............................................................................................................................... Property Ow�ner ).......t.. .A.. ..I.. Aw.....-D--l....Kw ..0k.....L..............C....... Address ......_ 0 ..1-A............0 .. . . . ........... . ........... ...0 ... -.3 ToConnect ,....—'5;...�A—)9,...........................................................................................Sewers Inspector's Report ............................................................................................................................ -.......-1.1................................................................................................................................................. .................. ..... ......................I................... ..... . .... Issued By. .................................. Approved ... ................................... Issued By� TOWN OF ARLINGTON //- �, U § w � 9 > _ CD b R \ u = . # E § ƒ > E ( @ k / / ƒ ƒ § 2 2 \ El S S S $ R § f _ / w 2 / � ƒ § § e q q C.) a g % / 0 LLJA o k ❑ ❑ 7 k 2 2 ± § ƒ j 0. / - ± p } 2 = , g cm - E — ° w 7 \ \ 7 k § / \ \ / - \ / § / % 2 00 co ) } § $ 7 § - < o o = � S S S S S S \ : \ \ \ \ O § § § co a. _ # / � / 2 2 ƒ \ { _ g » E e m o � R CL § E \ n 2 R / % o I Q \ ] § } G� | \ , m < > _ _ o « ) ) E — 7 2 m 2 § ` d k \ \ 3 E j � 3 \ d / ƒ k v 0 0 � 0. k / ± � o Q c § cr > cr CC § k / k R . c \ 0 $ . ) > I g - / d / _ ) 3 E ) . 2 S g S S S S CL \ F / f | low" @ = a u a) rr ) E / e = _ 2! 6 _0 b $ R ° m� % R o \ \ D ) k ) ƒ } 0) k ❑ ❑ e G { k ' 2 $ 0. a ± E L k 2 J Ecm = e « CD - f ° u ` - O n ) 2 J \ 7 ) § 2 � k z / f k \ \ I j LL ƒ ) ) § 7 & . / J 3 j ± � S S S El [ / \ ) a ( CL \ / 0 § ƒ » 2 # \ I ° U) a ° I < \ .0 \ + k�° > e $ 0 _ 0 ja E \ - .0 7 m � § ID \ 2 D 0 \ § \ � E \ � � 2 � a § - m m § ± co d k ) \ 3 E LL j 3 \ d / ƒ k \ % \ % S g S S S S SS El S \ (a k / £ f t� E\ I 0 0 �� 2 k cc § ' W k / 5 . 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W N —( Sul aN DI U i� 0 iEl r�I o U ZS U M Ul -P 0 Arti n N 44 +► v O co 2 8o P rs �04 Ln tr 0 0, 4 k rd rg vl h ° � fa o � ° � x -P 4 � � .� ro r � U -`� >0 a rR fro g + (n +► v o m ►- v En p , -P -i � `" o r� 5 In +� cv b� N U 48) ID 0 In Q R3 0 V N 9 :j U1 - '1 rd B v H r-t N v t ' rc., fri l.0 C14 m H Ul clq Chi 0 N N N —i- (� (CS C!] Np/�iwdcaTa/,rle:rtrdee.tr..Ie:frvF7':rwl_.;..:Z...._:LidYrlfiue.i.N-n.i.,,...r,�,._s... ..u.•....:.rn ._u•a .. ....a:....�.. .....,n....-,,.n ..ka... s^-..r. •. . - _ - _ � .. SH02 NORTHLAND #4-116 PLAN-208 M-COMMON B.M.C. WEST CORP. P.O. BOX 1843 BELLEVUEr WA. 98009 • WA 7 r3- 9G JT TYPE W LEN Y X (MEMBER) C H O R D S MAXIMUM W E B S CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA MEMBR FORCE NOR DISP SLOPE/12 LOAD UNBRAC. MEMBR FORCE JT LBS 1 HL01 GNQ20 3.OX 5.0 FR-TO (LBS) FT-IN-SX DEPTH IN (PLF) LENGTH FR-TO (LBS) 1- 3 2X 4 MSR 1650E-1.5E H.F. TOP CH. LL= 25 PSF 2 IN11 GNQ20 1.OX 4.0 5 106 3- 5 2X 4 MSR 1650E-1.5E H.F. D1. 7 PSF 3 PK11 GNQ20 4.OX 4.0 1- 2 1218C 5- 8-13 7.000 64.0 5.3 2- 6 333C 5- 1 2X 4 MSR 1650E-1.5E N.F. BOT CH. LL= 0 PSF 4 IN11 GNQ20 1.OX 4.0 2- 3 893C 5- 3- 3 7.000 64.0 6.0 3- 6 571T DL= 10 PSF 3 HLO1 GNQ20 3.OX 5.0 3- 4 893C 5- 3- 3 -7.000 64.0 6.0 4- 6 333C ALL WEBS 2X 4 STUD.STD HEM-FIR TOTAL LOAD= 42 PSF 6 IN03 GNQ20 3.OX 8.0 4- 5 1218C 5- 8-13 -7.000 64.0 5.3 5- 6 1052T 11- 0- 0 0.000 20.0 10.0 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING= 24 IN. C/C SPLICES 6- 1 1052T 11- 0- 0 0.000 20.0 10.0 LOADS AS DETERMINED BY OTHERS AND SHOWN ON 5- 6 SP10 GNQ20 2.5X 9.0 INPUT LISTING. VERIFICATION OF LOADING, INPUT DEFL. L/240 MAX. PURLIN SPACE= 5.3 FT. , MAX. UNBRACED BOT CH. LEN.= 10.0 FT. DEFLECTION LIMITATIONS, FRAMING METHODS, CONNECTOR PLATES IN ACCORDANCE WITH ICBO WIND BRACING OR OTHER IATERAL BRACING THAT INCREASES(PER CENT) REPORT 1 1329 AND/OR 1591 NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS IS ALWAYS REQUIRED, IS THE RESPONSIBILITY LUMBER= 15 NAIL= 15 DESIGN SPECS. FOR LIGHT METAL PLATE ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD OF THE PROJECT ARCHITECT OR ENGINEER. TCH LS= 15 BCH LS= 0 CONNECTED WOOD TRUSSES, TPI,1965 BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-10D COMMON WIRE NAILS, PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS NAIL VALUES(PSI) GROSS CHORDS TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. CHORDS WEBS MAX MIN MAX MIN GNQ20 143 104 143 104 RIGHT OVERHANG= 1- 8- 0 11- 0- 0 ." 11- 0- 0 -- a 6- 9- 5 12 12 7 r 7 i 1 AAA GROSS BRG ❑ DA. JT REACT IN-SX a © 5 0.1. 1 924 3- 8 0.11 5 1031 3- 8 r L1- B- o CAMBER= 0-218 HEEL 4/16 22- 0- 0 11 0 1 1 0 1 2 Handling 8 Erection Miscellaneous hilormallon firachig Information Ctmiowcter Hardware Lumber CGNw8 nMq d rrw.an.wN ra/a M M p.r1rN1.0 Time dam*,M wM from YII«nu.lpt heron is ar INupoM.1 Gmy N.i Al la«NI ONrry.IpNdrd N I« C-lo mo OAP.are ow.4saund Y. t-iwo Il I Erwl.jr d. 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LL= 25 PSF 2 IN11 CNQ20 1.OX 4.0 1 106 3- 5 2X 4 MSR 165OF-1.5E H.F. DL= 7 PSF 3 PK11 GN020 4.OX 4.0 1- 2 1218C 5- B-13 7.000 64.0 5.3 2- 6 333C 5 106 5- 1 2X 4 MSR 1650E-1.5E H.F. BOT CH. LL= 0 PSF 4 IN11 GNQ20 I.OX 4.0 2- 3 893C 5- 3- 3 7.000 64.0 6.0 3- 6 571T DL= 10 PSF 5 HL01 GNQ20 3.OX 5.0 3- 4 893C 5- 3- 3 -7.000 64.0 6.0 4- 6 333C ALL WEBS 2X 4 STUD.STD HEM-FIR TOTAL LOAD= 42 PSF 6 IN03 GNQ20 3.OX 8,0 4- 5 1218C 5- 8-13 -7.000 69.0 5.3 'i 5- 6 1052T 11- 0- 0 0.000 20.0 10.0 THIS TRUSS IS DESIGNED TO SUPPORT' VERTICAL, SPACING- 24 IN. C/C 'r1 SPLICES 6- 1 1052T 11- 0- 0 0.000 20.0 10.0 LOADS AS DETERMINED BY OTHERS AND SHOWN ON 1.7 5- 6 SP10 GNQ20 2.5X 4.0 INPUT LISTING.. VERIFICATION OF LOADING, INPUT DEFL. L/240 j MAX. PURLIN SPACE= 5.3 FT. , MAX. UNBRACED BOTCH. LEN.= 10.0 FT. DEE'LECTION LIMITATIONS, FRAMING METHODS, CONNECTOR PLATES IN ACCORDANCE WITH ICBO WIND BRACING OR OTHER LATERAL BRACING THAT INCRCASES(PER CENT) :7 REPORT 4 1329 AND/OR 1591 NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS IS ALWAYS REQUIRED, IS THE RESPONSIBILITY LUMBER- 15 NAIL= 15 DESIGN SPECS. FOR LIGHT METAL PLATE ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD OF THE PROJECT ARCHITECT OR ENGINEER. TCH LS= 15 BCH LS= 0 + CONNECTED WOOD TRUSSES, TPI,1985 BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-10D COMMON WIRE NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS NAIL VALUES(PSI) GROSS TO RESTRAIN OR ANCHOR LATERAL BRACING, BY OTHERS. CHORDS WEBS MAX MIN MAX MIN GN020 143 104 143 104 L LEFT OVERHANG = 1- B- 0 r RIGHT OVERHANG= 1- 8- 0 11- 0- 0 as 11- 0- 0 El a 12 12 S IAA GROSS BRG ❑ an JT REACT IN-SX a al a. 1 1031 3- 8 c,14 11 5 1031 3- 8 r 1- B- 0 1- B- 0 22- 0- 0 CAMBER- 0-2/8 HEEL = 4/16 0 1 2 Handlina 6 Erection Miscellaneous Information Braclny Information Connector Hardware Lumber Crobda AYr6p d a•nldnY'da sMa not w Prmn•d. Thin dI•alrsl Ytl the ilfonllal.al Ar•r1 r a1•plupwry d GYy NaA WYM M fpr41wd d b OrrrrrY in Ire m•nd•RYtl h fun/.Y muY t•Y•Irrh TYnpnuy rM prnrn•.1 L. 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IIW 1%xr1.•lY• • 11Ir1 W r1«W.nyyrrdd..lw, 1•••r•h MINI nW1•JArW hall P.... p1r1•la tM YWrhey, IItl1.r '.0 nwa tlyg M w l:r•nW IY W. 10 iu Glw.xl Un�•e.. r Mxn0 the W..dr aW µ•r11.•• ., 11.mv dou•Ilra nwuryuwhl p.&1 wu.nii a, L w 4l Irrl N doWr•.W A µx IypuN .Y IJr. d un illy. AI'�I 11,I Y9a bs.11lq ppea,np•••fs 1Y rid{+qM,Iran N•r1■ 1 uW dap f cnwW hk.l 6Y•do•I M nWa 1ou1 4AIrq node o d d IYYY It* rid 27Y AVV d.. NoM Wnl.n . lW. It 11.1 w nrna .N rddarl rry Ou.y.mlYYrn Mcrd IYI'AA-1 h. NeT ell$91.e151GN rilanlld brr.p la nor waYl �qy rlw wY, tl•rA ir'tl• WJpa a11Y 1b1l.a afurAinl Ye h G Gry NJ li,rrw tc .nn.•r In IN.rd r.l.dd.la• N1W1 IM O••Y.)Y ayynd YN uldwl,(Iwy N n 8ynluma, Inc M wunln la b M pn.rd fry IM dar••uA•1a r•Ybrl 0.1YYY o"A'4 •rh •p.rKWq N.d..IrN•.•.1.h..t•y ryewrl rN1 Wy..ewy a1a dW ru.nrJ x..yll./dlu u.r J.wn.W ihu Waa d dd. AWylrY,l xW r...r1.••WW n•Y x LIwN ,.1rw.11 IIRI Y.r.ar••..I..I.y...•u. (...wort l.)IM�e.4.lu...1.1.•.I.l...nw.1�..•� Ally r1111 IMPORTANT: READ AI.I_ NO E s ON TIII s DRA INGI ,..?IIMr►M�t';,llalalw n��d`lat.;e<» ...!.NY►r.t►w:.ery ..,,.:n_k _ y.. _._._, . �.. ,. ,. _�r.+ot5::tir.hrral�srs`�•�. .=�:1�..1.�z,.t•... SH02 NORTHLAND #4-116 PLAN-208 K-DM B.M.C. WEST CORP. P.O. BOX 1843 BELLEVUE, WA. 98009 WA F3-19G JT TYPE W LEN Y X (MEMBER) C H O R D S MAXIMUM W E B S GONG LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA MEMBR FORCE HOR DISP SLOPE/12 LOAD UNBRAC. MEMBR FORCE JT LBS 1 HL01 GN020 3.OX S.0 FR-TO (LBS) FT-IN-SX DEPTH IN (PLF) LENGTH FR-TO (LBSI 1- 3 2X 4 MSR 1650E-1.5F. H.F. TOP CH. LL= 25 PSF 2 IN02 GNQ20 3.OX 4.0 1 106 3- 5 2X 4 MSR 165OF-1.5E H.F. DL= 7 PSF 3 PK11 GNQ20 4.OX 4.0 1- 2 1240C 5-10- 8 7.000 64.0 5.2 2- 8 84T 5 106 5- 1 2X 6 NO.2 HEM-FIR BOT CH. LL= 0 PSF 4 IN02 GNQ20 3.OX 4.0 2- 3 846C 5- 1- 8 7.000 64.0 6.0 2- 7 410C DI-- 10 PSF 5 HLO1 GNQ20 3.OX 5.0 3- 4 846C 5- 1- 8 -7.000 64.0 6.0 3- 7 533T ALL WEBS 2X 4 STUD.STD HEM-FIR TOTAL LOAD= 42 PSF ' 6 IN11 GNQ20 I.OX 4.0 4- 5 1240C 5-10- 8 -7.000 64.0 5.2. 4- 7 410C .,5 7 IN03 GNQ20 4.OX 8.0 5- 6 1071T 5-10- 8 0.000 15.6 10.0 4- 6 84T THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING= 24 IN. C/C 8 IN11 GNQ20 I.OX 4.0 6- 7 1071T 5- 1- 8 0.000 15.6 10.0 LOADS AS DETERMINED BY OTHERS AND SHOWN ON SPAN CARRIED= 2- 1- O(BB) 7- 0 1071T 5- 1- 8 0.000 15.6 10.0 INPUT LISTING. VERIFICATION OF LOADING, SPLICES 8- 1 1071T 5-10- 8 0.000 15.6 10.0 DEFLECTION LIMITATIONS, FRAMING METHODS, INPUT DEFL. L/240 6- 7 SP10 GNQ20 4.OX 5.0 WIND BRACING OR OTHER LATERAL BRACING THAT MAX. PURLIN SPACE= 5.2 FT. , MAX. UNBRACED BOT CH. LEN.= 10.0 FT. IS ALWAYS REQUIRED, IS THE RESPONSIBILITY INCREASES(PER CENT) CONNECTOR PLATES IN ACCORDANCE WITH ICBO OF THE PROJECT ARCHITECT OR ENGINEER. LUMBER= 15 NAIL= 15 REPORT 1 1329 AND/OR 1591 NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MENBERS TCH LS= 0 BCH LS= 0 DESIGN SPECS. FOR LIGHT 14ETAL PLATE ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD CONNECTED WOOD TRUSSES, TPI,1985 BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-10D COMMON WIRE NAIL VALUES(PSI) GROSS NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS CHORDS WEBS SIMPSON "LU26" RECOMMENDED TO TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. - MAX MIN MAX MIN SUPPORT SPAN CARRIED AT 24" O.C. ALONG GNQ20 143 104 143 104 . 1 BOTTOM CHORD. 1 LEFT OVERHANG = 1- 8- 0 DESIGNED FOR VERTICAL LOADS RIGHT OVERHANG= 1- 8- 0 ONLY. LATERAL STABILITY OF GIRDER TRUSS TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT 11- 0- 0 11- 0- 0 --- - a 0 4 r 6- 9- 5 12 12 7 r 7 i w'F GROSS BRG o.sl JT REACT IN-SX 0.19 1 983 3- 8 o.a1 5 983 3- 8 r CAMBER= 0-0/8 ilEEL = 4/16 1- 8- 0 �- 22- 0- 0 -- 1- 8- 0 0 4 1 Z Handling 6 Erection Miscellaneous Information Bracing Information Connector Hardware Lumber COM-hlld.9 d ar 4--.IAd I.01 C./rmrwed TN.dra a"lIW As Idvll.om naan n"PWenY d G4m Nrl Al 1• Y t-V Vp bW a rr Crrwaol 0.rw r•Ilwlgwuad YI tumor nor b-lgdo T.,Vw.y rW pm 1 r.a.y Iv h"g oafarins ft Srla ►R rd r nJ W be alpr4 n A N oh d yan d u.ad IM Ivcsp WWk*wI.0 malts'.aid -.d.-ru,lPl rt yA k- In n11N..d ppllrrgl rn b r.MMild I.'.•a Fwm d.A ti A•�y,wl rW .n Ir.-s.g4.va..1 0.1-A.r/r w11.A'Of In.1,'Av=w.Y uU M•ho..Mf m IU Mm IM t.411Ili.1 i I.A.I... Lly."Ihn I..aMr +ul n lint im.s.•1 IN +I«. Ill.+•• ae F. 1.' 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've.lwwn rA dVrl ry d•MV•l•YNrr+kn.r••1, ,Ue NOI URI 111R tK diaN rkN.nN t.rey #,{ 4 tnnA Y • •R.. .9mo M•l wllrw dl,r Iwo, 1rwAM aw n A.y NY O,Mw'► lc e•u.1..4'u.un,.a r•1+.+r.. VMxn Ill.A...y r wp.J 1..•I••1 1.YN.o11y.{w'r. h.. a .huu.un 1. w Iw 1•••••{ud Ly qw IF.ullau,l urJuxll r'�j1wr,1 ..a T t yG..�«•�r h♦qw IM1•Y«•f nr.►.V •l.yr.w rM yl.,,.h. air AJ.L.L•4 1.A�rJ Aw 1.+I Mwwu wl.hs row-A'AA. dmglla•.l u.",.«y.•,.wuKa.« Q Isw4 ..roll 11 Iq.9 I•ri:l 1..1" ... ii�r'f1lrrAfll. READ Al r 11r}. kCJ �lrA rrnN DIIA 11401 SH02 NORTHLAND #4-116 PLAN-208 I-COM-150606FT B.M.C. WEST CORP. P.O. BOX 1843 BELLEVUE, WA. 98009 WA 7 F3-1 9G JT TYPE W LEN Y X (MEMBER) C H 0 R D S MAXIMUM W E B S CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA MEMBR FORCE HOR DISP SLOPE/12 LOAD UNBRAC. MEMBR FORCE JT LBS 1 CRI1 GNQ20 I.OX 4.0 FR-TO (LBS) FT-IN-SX DEPTH IN (PLF) LENGTH FR-TO (LBS) 1- 2 2X 4 STUD.STD HEM-FIR TOP CH. LL= 25 PSF 2 CR02 GNQ20 3.OX 4.0 2 106 2- 3 2X 4 MSR 1650E-1.5E H.F. DL= 7 PSF 3 PK11 GNQ20 4.OX 4.0 1- 2 617C 0- 0- 0 0.385 D 0.0 6.0 2- 5 456T 4 106 3- 4 2X 4 MSR 1650E-1.5E R.F. BOT CH. LL= 0 PSF 4 HLOI GNQ20 3.ox 5.0 2- 3 525C 6- 6-13 7.000 64.0 6.0 3- 5 89T 4- 1 2X 4 MSR 165OF-1.5E H.F. DL= 10 PSF 5 IN02 GNQ20 3.OX 4.0 3- 4 525C 7- 9- 3 -7.000 64.0 5.7 TOTAL LOAD= 42 PSF 4- 5 454T 7- 9- 3 0.000 20.0 10.0 ALL WEBS 2X 4 STUD.STD HEM-FIR CONNECTOR PLATES IN ACCORDANCE WITH ICBO 5- 1 0 6- 6-13 0.000 20.0 10.0 SPACING- 24 IN. C/C REPORT # 1329 AND/OR 1591 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL DESIGN SPECS, FOR LIGHT METAL PLATE MAX. PURL1N SPACE- 5.7 FT. , MAX, UNBRACED BOT.CH. LEN.- 10.0 FT. WADS AS DETERMINED BY OTHERS AND SHOWN ON INPUT DEFL. L/240 CONNECTED WOOD TRUSSES, TPI,1985 INPUT LISTING. VERIFICATION OF LOADING, NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS DEFLECTION LIMITATIONS, FRAMING METHODS, INCREASES(PER CENT) ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD WIND BRACING OR OTHER LATERAL BRACING THAT LUMBER= 15 NAIL- 15 BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-10D COMMON WIRE IS ALWAYS REQUIRED, IS THE RESPONSIBILITY TCH LS= 15 BCH LS- 0 NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS OF THE PROJECT ARCHITECT OR ENGINEER. TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. NAIL VALUES(PSI) GROSS CHORDS WEBS MAX MIN MAX MIN GNQ20 143 104 143 104 LEFT OVERHANG = 1- 8- 0 RIGHT OVERHANG= 1- 8- 0 6- 6-13 7- 9- 3 12 7 F_ 12 7 4-10-11 7 tj GROSS BRG 019 JT REACT IN-SX f 51 o o 1� 1 11 a1 709 3- 6 4 709 3- 8 CAMBER= 0-0/8 HEEL = 4/16 1- 8- 0 14- 4- 0 1- 8- 0 Handling & Erection Miscellaneous Iniormallon Oreckig hiforunallon Cammclur Hardware Lumbew carol"s bewling dumh-art. hA m 6.ownOW D.dm• hosi o#4 ins,0110 "homo is OW *I Gong N.d AN 10.41 k. C�ad.l...JK4d t.r4oVmey Nod Nw*�woi.ft b." 1. h*Wq .q- Sy-,i. d 19"10 b.mpod in Mobe of T.�p-0".d 1. rwkv bftbj., -6. ww -4--1,TPL w% 1- .. a"ed =old ke 00org W-1 k�sl,al t*dvagned sild wmil-d d Na 1-$dwA-d hod.a aV�411Wy 1 b..11.5od Palm"uof W v,A Ad wi bUh larm siWN3-bismas &V n� tp,•.0� pi. 0. W V'6od 1. Web tmNm Mlrryl I- 7dtad No w dl�kM bn d tho w*Nf 4- tm b.�*.d by ft.d-lg".,.1 it. 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DL= 10 PSF TOTAL LOAD= 42 PSF GABLE END PLATES ALL WEBS 2X 4 STUD.STD HEM-FIR VERT. GNQ20 1.OX 4.00 SPACING= 24 IN. C/C NOTE: THIS GABLE END MUST BE SHEATHED CONNECTOR PLATES IN ACCORDANCE WITH ICBO ON ONE FACE. INPUT DEFL. L/240 „y REPORT 4 1329 AND/OR 1591 x DESIGN SPECS. FOR LIGHT METAL PLATE - INCREASES(PER CENT) CONNECTED WOOD TRUSSES, TPI,19B5 LUMBER= 15 NAIL= 15 TCH LS= 15 BCH LS= 0 NAIL VALUES(PSI) GROSS _ CHORDS WEBS MAX MIN MAX MIN GN020 143 104 143 104 LEFT OVERHANG = 1- 8- 0 /1 RIGHT OVERHANG= 1- 8- 0 LOUVER SIZE= 1- 2- 0 7- 9- 3 6- 6-13 - 112 12 7 r- J 4-10-11 f Z + 1- 0-11 t CONTINUOUS BEARING ]wf o.» o-ll Fil 1- 8- 0 L 14- 4- 0 L 1- 8- 0 18' 11 lL Handling & Erection Miscellaneous Information Bracing Information Connector Hardware Lumber C•rob••hYlldl•.a d OOr10Onq..lhd nfl Y•V'.I•fYoa Rn YAn mfa•rq the llNxnuYYl hY.oy,N Ih•nal•Nr d a•Iq N•4 M WrcN w•clq flYrcYkd h for Corc.00P d•Iw1•Y mPM•dwad�I l+Yrbw YYI/l+lw Y PwJ• rm4vgy .d pYo«-I ti.Yw II• nwr.�..Na•NNY $y11M• Ile 1M 1.M b 4x.4-1 YI NI+J•..b f..a N•.d for tr»Yq r.a.br va6 n. It-PA 1xl•1»Y•N,I.IYI mrIo Ilml .n w4 4 {IInB/{I YI rww q W-a 1,. 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BOX 1843 BELLEVUE, WA. 98009 WA 7 F3-19G JT TYPE W LEN Y X (MEMBER) C H O R D S MAXIMUM W E B S CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA MEMBR FORCE NOR DISP SLOPE/12 LOAD UNBRAC. MEMBR FORCE JT LBS 1 CR11 GNQ20 1.OX 4.0 FR-TO (LBS) FT-IN-SX DEPTH IN (PLF) LENGTH FR-TO (LBS) 1- 2 2X 4 STUD.STD HEM-FIR TOP CH. LL= 25 PSF 2 CR02 GNQ20 3.OX 4.0 2 144 2- 4 2X 4 MSR I65OF-1.5E II.F. DL- 7 PSF 3 IN02 GNQ20 3.OX 4.0 1- 2 629C 0- 0- 0 14.000 U 0.0 6.0 2- 6 39")T 4- 5 2X 4 STUD.STD HEM-FIR BOT CH. LL= 0 PSF 4 CR11 GNQ20 1.OX 4.0 2- 3. 452C 6- 2-13 7.000 64.0 6.0 3- 6 58T 5- 1 2X 4 MSR 1650E-1.5E N.F. DL= 10 PSF 5 CR02 GNQ20 3.OX 4.0 3- 4 0 7- 5-11 7.000 64.0 6.0 3- 5 464C TOTAL LOAD= 42 PSF 6 IN02 GN020 3.OX 4.0 4- 5 229C 0- 0- 0 -109.958 0 0.0 6.0 ALL WEBS 2X 4 STUD.STD HEM-FIR 5- 6 390T 7- 5-11 0.000 20.0 10.0 SPACING= 24 IN. C/C CONNECTOR PLATES IN ACCORDANCE WITH ICBO 6- 1 0 6- 2-13 0.000 20.0 10.0 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL REPORT 1 1329 AND/OR 1591 LOADS AS DETERMINED BY OTHERS AND SHOWN ON INPUT DEFL. L/240 DESIGN SPECS. FOR LIGHT METAL PLATE MAX. PURLIN SPACE= 6.0 FT. MAX. UNBRACED BOT CH. LEN 10.0 FT. INPUT LISTING. VERIFICATION OF LOADING, CONNECTED WOOD TRUSSES, TPI,1985 1-1X4 LAT. BRACE READ. AT 112 LEN. WEBS 3- 5 DEFLECTION LIMITATIONS, FRAMING METHODS, INCREASES(PER CENT) THE FOLLOWING BRACING APPLIES ONLY WHEN MEMBER(S) ARE, NOT SHEATHED: WIND BRACING OR OTHER LATERAL BRACING THAT LUMBER= 15 NAIL- 15 1-1X4 LAT. BRACE REQD. AT 112 LEN. WEBS 4- 5 IS ALWAYS REQUIRED, IS THE RESPONSIBILITY TCH LS= 15 BCH LS= 0 OF THE PROJECT ARCHITECT OR ENGINEER. NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS NAIL VALUES(PSI) GROSS AHE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD CHORDS WEBS BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-10D COMMON WIRE MAX MIN MAX MIN NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS GN020 143 104 143 104 TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS, LEFT OVERHANG = 2- 3- 0 i 9 12 7 r' 1 / t I 1- 6- 5 35DD GROSS BRG o.Ys JT REACT IN-SX It 1 720 3- 8 b.al 5 576 3- 8 r a o a CAMBER= 0-0/8 HEEL-L= 4/16 II 2- 3- 0 13- 8- 8 0' '1 12 11andfing L krucUon -- ----Mlacollanuous Inlonnallon�_-- _&aclnn Inlortnallonl Comidiclor Ila dware - lumbar C ".hNd.q d aonwnana.h/1 Iw be pomW.d. 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IG. ..WW.W+wo►.0.•1.1/Y•»a1.IuJYq .Irprwa-1 ryo V boy Ilm u•.IrY•n.•.WI•I ur urq lan.0.n II.G INW J dYo risol .A IbG1.YIA1raG NrW.•G dN NNq YYMAUI ul AN/a, LOC I YIYNd•1•J r••u.!«wa. )!....b.111 rLr•..r.r-.rr,•wJ a:,..n.•ruyrl...l� AIIU YJ IPI I _��. rflnMIT� PFAD Al i, tin f(10111�n� W1 .01rrt -- ------ - - - >r.e�v: >hF:ln`-=A-a.filf:-•` - xa'rsli*_n.:=v.r.::.n .-........a d" v i_:s,:6•_;.x.a:.,_. e_ .............It,a-s;Oiidlk7rn.,.4f+.ws,�:..:.,.. ,..1 ...u._-...r.,, ...I-I -YNI.. SH02 NORTHLAND #4-116 PLAN-208 El-MONO-16FT H.M.C. WEST CORP. P.O. BOX 1843 BELLEVUE, WA. 96009 WA F - JT TYPE W LEN Y X (MEMBER) C H O R D S MAXIMUM W E B S CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA MEMBR FORCE HOR DISP SLOPE/12 LOAD UNBRAC. MEMBR FORCE JT LBS 1 HLO1 GNQ20 3.OX 5.0 FR-TO (LBS) FT-IN-SX DEPTH IN (PLF) LENGTH FR-TO (LBS) 1- 3 2X 4 MSR 165OF-1.5E H.F. TOP CH. I.L= 25 PSF 2 IN02 GNQ20 3.0X 4.0 1 16 3- 4 2X 4 STUD.SID HEM-FIR DIr= 7 PSF 3 CR11 GNQ20 1.OX 4.0 1- 2 600C 8- 2-13 7.000 64.0 5.0 2- 5 151T 4- 1 2X 4 MSR 1650E-1.5E H.F. BOT CFI. LL= 0 PSF 4 CR02 GNQ20 3.OX 4.0 2- 3 0 7- 5-11 7.000 64.0 6.0 2- 4 616C DL= 10 PSF 5 IN11 GNQ20 1.0X 4.0 3- 4 230C 0- 0- 0 -109.958 D 0.0 6.0 ALL WEBS 2X 4 STUD.STD HEM-FIR TOTAL LOAD= 42 PSF 4- 5 518T 7- 5-11 0..000 20.0 10.0 CONNECTOR PLATES IN ACCORDANCE WITH ICBO 5- 1 518T 8- 2-13 0.000 20.0 10.0 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING= 24 IN. C/C REPORT # 1329 AND/OR 1591 LOADS AS DETERMINED BY OTHERS AND SHOWN ON DESIGN SPECS. FOR LIGHT METAL PLATE MAX. PURLIN SPACE= 5.0 FT. , MAX. UNBRACED BOT.CR. LEN.= 10.0 FT. INPUT LISTING. VERIFICATION OF LOADING, INPUT DEFL. L/240 CONNECTED WOOD TRUSSES, TPI,1985 1-1X4 LAT. BRACE READ. AT 1/2 LEN. WEBS 2- 4 DEFLECTION LIMITATIONS, FRAMING METHODS, THE FOLLOWING BRACING APPLIES ONLY WHEN MEMBER(S) ARE NOT SHEATHED; WIND BRACING OR OTHER LATERAL BRACING THAT INCREASES(PER CENT) !t 1-1X4 LAT. BRACE REOD. AT 1/2 LEN. WEBS 3- 4 IS ALWAYS REQUIRED, IS THE RESPONSIBILITY LUMBER= 15 NAIL= 15 OF THE PROJECT ARCHITECT OR ENGINEER. TCH LS= 15 BCH LS= 0 NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD NAIL VALUES(PSI) GROSS BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-10D COMMON WIRE CHORDS WEBS NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS MAX MIN MAX MIN TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. 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U Ib w p:aLd a IM .rnw•WN.J1 d,•Inl rlrlral wJ..I.A w111 r w r 1.yy nwAl.hl drr la.....a.nr.a.� puynwx r.l r4•.w. ..r.aw.ul.n.A d.�b r.a d«nrA drwo M Ifr11 ww d ddl d,ryw.A ul.aa4lr wn.4.• d.l 1•,..d rwmrxl.l IAW LOCI Yn•dlulJwr �n1 Y11.d� d1...N1.1.,«d Jl...n...«x••1„_.« /rl, ..11F1 I�NPOWANTi lil"1 n Al I NO t'fi ON Tim, nPAW11161 - -.;,..�z-are:a.�--,.�z�-•.-+•.t,-,-•-s•.�.,�a.�..:.�.:,...,.,c _--. _-,_ .• ;. .-. :,. -,.-,a...c-+.., -�-..a- -. _. _.,.. _ .,- - . .. _ .�,a;. -T-. -. •-,..;: ., .. .-. SH02 NORTHLAND #4-116 PLAN-208 E-MONO B.M.C. WEST CORP. P.O. BOX 1843 BELLEVUE, WA. 98009 WA 7 F3-19G JT TYPE W LEN Y X (MEMBER) C H O R D S MAXIMUM W E B S CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA MEMBR FORCE HOR DISP SLOPE/12 LOAD UNBRAC. MF,MBR FORCE JT LBS 1 HLO1 GNQ20 3.OX 5.0 FR-TO (LBS) FT-IN-SX DEPTH IN (PLF) LENGTH FR-TO (LBS) 1- 3 2X 4 MSR 1650E-1.5E H.F. TOP CH. LL= 25 PSF 2 IN02 GNQ20 3.OX 4.0 1 16 3- 4 2X 4 STUD.STD HEM-FIR DL= 7 PSF 3 CR11 GNQ20 1.OX 4.0 1- 2 624C 8- 2-13 7.000 64.0 4.8 2- 5 154T 4- 1 2X 4 MSR 1650E-1.5E H.F. BOT CH. LL= 0 PSF '4 CR02 GNQ20 3.OX 4.0 2- 3 0 7- 9- 3 7.000 64.0 6.0 2- 4 634C DL= 10 PSF 5 IN11 GNQ20 1.OX 4.0 3- 4 240C 0- 0- 0 -112.000 D 64.0 6.0 ALL WEBS 2X 4 STUD.STD HEM-FIR TOTAL LOAD= 42 PSF 4- 5 539T 7- 9- 3 0.000 20.0 10.0 CONNECTOR PLATES IN ACCORDANCE WITH ICBO 5- 1 539T 8- 2-13 0.000 20.0 10.0 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL. SPACING= 24 IN, C/C REPORT 4 1329 AND/OR 1591 LOADS AS DETERMINED BY OTHERS AND SHOWN ON DESIGN SPECS. FOR LIGHT METAL PLATE MAX. PURL.IN SPACE= 4.8 FT. , MAX. UNBRACED BOT.CH. LEN.= 10.0 FT. INPUT LISTING. VERIFICATION OF LOADING, INPUT DEFL. L/240 CONNECTED WOOD TRUSSES, TPI,1985 1-1X4 LAT. BRACE REQD. AT 1/2 LEN. WEBS 2- 4 DEFLECTION LIMITATIONS, FRAMING METHODS, THE FOLLOWING BRACING APPLIES ONLY WHEN MEMBERS) ARE NOT SHEATHED: WIND BRACING OR OTHER LATERAL BRACING THAT INCREASES(PER CENT) 1-1X4 LAT. BRACE REQD. AT 1/2 LEN. WEBS 3- 4 IS ALWAYS REQUIRED, IS THE RESPONSIBILITY LUMBER= 15 NAIL= 15 OF THE PROJECT ARCHITECT OR ENGINEER. TCH LS= 15 BCH LS= 0 NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD NAIL VAI.UES(PSI) GROSS • BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-10D COMMON WIRE _ CHORDS WEBS NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS MAX MIN MAX MIN TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. GN020 143 104 143 104 LEFT OVERHANG = 0- 3- 0 a N / 12 7 r 35AA GROSS BRG o.0 JT REACT IN-SX ou 1 688 3- 8 o..s 4 672 3- 8 w o a a CAMBER= 0-1/8 HEEL-L= 4/16 I, 0- 3- 0 L 16- 0- 0 0 1 2 Handling & Erection Miscellaneous 1131ormallon BrocIng Inlormallon Colyneelor Hardware Lumber CM Wol h.eLp.a oenpmmA shall not be W-clad 31.."a~ww ow b.lomWnl h..a.N the wl- nnpp Nsl AI U.N barJnp.pw/wd blot Garn.ov da.•an..wlaa.,.•d 4. IMIOr AY.b•r.otlu T-W= .M p--u We-n.1 la IuNr "-,1 4--,,YY-. Yrd Is"b Ir a.lwld a wipl•of inpw a ufM Ito, I+aebp Y+MiIuJ wad ynrld•r.rd aowrdr wd.TPI. rt'A Nam 1{{�v+od I.".i1Ammpp•.a la Imlq•n u. q aah r Ior.;M Mt b. 14 ord ~hWV bn III t,n"49 Ih m madIm n#m rl lw m N arty atw war mnl b-44 d Mdrw m,u hw i,,-W on bdh I bnYn Pm b.Z rid . 7nq.b.1 by mh.r. Ib Ywd. ra w M. .00.1 a ru. MM..I.w ln•lb Aw.+.lwgna.snwl.n w.lw.. w.t.t-w#- 1�o...I.wn dum Yrl/.w wN.uv.h luM Wlin.H�d b.III Mw.1..-1 1--- .«V...•. .... 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N+n o wU 44-11 I Ill.q..I-J-.,y.A d�u.14 J-11 nl 90 N..1../J- d-V. w WYhu1 l'orlJ ,,,..,..61-011TANT. NAZI Al I N0 9 ON TI110 nullWit-101 i� a,4xn..n.al::ati.kl.aaa:..::rou.::lww;.a,r4wlrv,_�a,,.u«,...m, . ...__:�r+Nary►.=rr.a.+Iw.z�..�_........ ..�.�..�«....... - .,e..,..�..��..... ..:a. ,- W..�.,.,,�: ..: _. , -ter„ W .. ., _..z4.. .. SH02 NORTHLAND #4-116 PLAN-208 D-MONO B.M.C. WEST CORP. P.O. BOX 1843 BELLEVUE, WA. 98009 WA 7 r3-19C JT TYPE W LEN Y X (MEMBER) C li O R D S MAXIMUM W E B S CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA MEMBR FORCE NOR DISP SLOPE/12 LOAD UNBRAC. MEMBR FORCE JT LBS 1 HL01 GNQ20 3.OX 5.0 FR-TO (LBS) FT-IN-SX DEPTH IN (PLF) LENGTH FR-TO (LBS) 1- 3 2X 4 MSR 1650E-1.5E N.F. TOP CH. LL= 25 PSF 2 IN02 GNQ20 3.OX 4.0 1 144 3- 4 2X 4 STUD.STD HEM-FIR DL= 7 PSF 3 CR11 GNQ20 1.OX 4.0 1- 2 541C 7- 2-13 7.000 64.0 6.0 2- S 134T 4- 1 2X 4 MSR 1650E-1.SE H.F. BUT CH. LL= 0 PSF 4 CR02 CNQ20 3.OX 4.0 2- 3 0 6- 9- 3 7.000 64.0 6.0 2- / 550C DL= 10 PSF 5 IN11 GN020 1.OX 4.0 3- 4 20'8C 0- 0- 0 -98.000 D 64.0 610 ALL WEBS 2X 4 STUD.STD HEM-FIR TOTAL LOAD= 42 PSF 4- 5 467T 6- 9- 3 0.000 20.0 10.0 CONNECTOR PLATES IN ACCORDANCE WITH ICBO 5- 1 467T 7- 2-13 0.000 20.0 10.0' THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING= 24 IN. C/C REPORT ► 1329 AND/OR 1591 LOADS AS DETERMINED BY OTHERS AND SHOWN ON DESIGN SPECS. FOR LIGHT METAL PLATE MAX. PURLIN SPACE= 6.0 FT. , MAX. UNBRACED BOT CH. LEN- 10.0 FT. INPUT LISTING. VERIFICATION OF LOADING, INPUT DEFL. L/240 CONNECTED WOOD TRUSSES, TPI,1905 1-1X4 LAT. BRACE READ. AT 1/2 LEN. WEBS 2- 4 DEFLECTION LIMITATIONS, FRAMING METHODS, THE FOLLOWING BRACING APPLIES ONLY WHEN MEMBER(S) ARE NOT SHEATHED: WIND BRACING OR OTHER LATERAL BRACING THAT INCREASES(PER CENT) 1-lX4 LAT. BRACE READ. AT 112 LEN. WEBS 3- 4 IS ALWAYS REQUIRED, IS THE RESPONSIBILITY LUMBER- 15 NAIL= 15 OF THE PROJECT ARCHITECT OR ENGINEER. TCH LS- 15 BCH LS= 0 NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD NAIL VALUES(PSI) GROSS BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-10D COMMON WIRE CHORDS WEBS NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS MAX MIN MAX MIN TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. GNQ20 143 104 143 104 LEFT OVERHANG = 2- 3- 0 A a � a a 8- 6- 5 12 7r ' Llq 35- GROSS BRG a a o a.•l JT REACT IN-SX 4.3� 1 732 3- 8 o 1p 4 588 3- L u 8 2- 3- 0 I, 19- 0- 0 CAMBER= 0-0/8 HEEL-L= 4/16 0 1 2 Handling 8 Erection Miscellaneous Information Ekscing information Connector Hardwero Lumber C A..hrdWV d mnpannrl..hM m b.a.•••ltl•d no daa IIW W rW mo nkm,. terra.■to pmpo.ry at Grp H44 M lawl b,.kq.p•ra•d 16 1. Candor 041.tl r•mrollaawad In 4n0wnur tlw aprad• IdWiII ry rid IMI- . 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LL= 0 PSF 4 CR02 GNQ20 3.OX 4.0 2- 3 0 6- 9- 3 7.000 64.0 6.0 2- 4 550C DL= 10 PSF 5 IN11 GN020 1.OX 4.0 3- 4 208C 0- 0- 0 -98.000 D 64.0 6.0 ALL WEBS 2X 4 STUD.STD HEM-FIR TOTAL LOAD= 42 PSF 4- 5 467T 6- 9- 3 0.000 20.0 10.0 TRUSS STUDDING PLATES 5- 1 467T 7- 2-13 0.000 20.0 10.0 NOTE: THIS TRUSS MUST BE SHEATHED ON SPACING= 24 IN. C/C VERT. GN020 1.0X 4.00 ONE FACE. (WHERE EXPOSED). MAX. PURLIN SPACE- 6.0 FT. MAX. UNBRACED BOT CH. LEN.= 10.0 FT. INPUT DEFL. L/290 CONNECTOR PLATES IN ACCORDANCE WITH ICBO 1-1X4 LAT. BRACE READ. AT 1/2 LEN. WEBS 2- 4 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL REPORT 1 1329 AND/OR 1591 THE FOLLOWING BRACING APPLIES ONLY WHEN MEMBER(S) ARE NOT SHEATHED: LOADS AS DETERMINED BY OTHERS AND SHOWN ON INCREASES(PER CENT) DESIGN SPECS. FOR LIGHT METAL PLATE 1-1X4 LAT. BRACE READ. AT 1/2 LEN. WEBS 3- 4 INPUT LISTING. VERIFICATION OF LOADING, LUMBER= 15 NAIL= 15 CONNECTED WOOD TRUSSES, TPI,1985 DEFLECTION LIMITATIONS, FRAMING METHODS, TCH LS= 15 BCH LS= 0 NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS WIND BRACING OR OTHER LATERAL BRACING THAT ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD IS ALWAYS REQUIRED, IS THE RESPONSIBILITY NAIL VALUES(PSI) GROSS BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-10D COMMON WIRE OF THE PR04ECT ARCHITECT OR ENGINEER. CHORDS WEBS NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS MAX MIN MAX MIN TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. GNQ20 143 104 143 104 LEFT OVERHANG = 2- 3- 0 Q a 0 B- 6- 5 12 7r I 1 I I I, GROSS BRG Q a R 0..7 JT REACT IN-SX 0 12 03 1 732 3- 8 4 588 3- 8 2- 3- 0 w 14- 0- 0 CAMBER= 0-0/8 HEEL-L= 4/16 0 0 1 z Handling A Erection Miscellaneous Information Bracing Intormetlon Connector Msrdwwe Lumber Carla\h&10rp d mrPmr.s Shall not ho pamlod. 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LL= 0 PSF 4 IN11 GN020 1.OX 4.0 2- 3 559C 7- 0- 0 -7.000 64.0 6.0 DL= 10 PSF 3- 4 483T 7- 0- 0 0.000 20.0 10.0 ALL WEBS 2X 4 STUD.STD HEM-FIR TOTAL LOAD= 42 PSF CONNECTOR PLATES IN ACCORDANCE WITH ICBO 4- 1 463T 7- 0- 0 0.000 20.0 10.0 REPORT 1 1329 AND/OR 1591 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING- 24 IN. C/C BRACED BOT CH. LENT= 10.0 FT.DESIGN SPECS. FOR LIGHT METAL PLATE MAX. PURLIN SPACE= 6.0 FT. , MAX. UN LOADS AS DETERMINED BY OTHERS AND SHOWN ON CONNECTED WOOD TRUSSES, TPI,1985 INPUT LISTING. VERIFICATION OF LOADING, INPUT DEFL. L/240 NOTE: LATERAL BRACES AND PURLTNS INDICATED FOR TRUSS MEMBERS DEFLECTION LIMITATIONS, FRAMING METHODS, ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER; AND SHOULD WIND BRACING OR OTHER LATERAL BRACING THAT INCREASES(PER CENT) 'e- BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-10D COMMON WIRE IS ALWAYS REQUIRED, IS THE RESPONSIBILITY LUMBER= 15 NAIL- 15 NAILS. 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