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Copyright (c) CampuiruS Inc.
Job Transmittal
Com p uTrus Inc. 11111 1111 1111 11,11
250 Klug Circle, Corona, CA 92880
(951)245-9525 Fax(951) 273-0040 Transaction ID: 340764
TO: ARIEL TRUSS CO., INC./WA DATE: 6/6/2012
ATT: Truss Department
Drawings Repairs Sequence #'s Description
19 0 5202851-5202869 PARANJP1 -
Transmittal Notes:
Design Notes:
FTP:340764.zip
6/6/2012 7:09:45 AM Copyright CnmpuTrus.Inc. Page 1
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! This design prepared from computer input by
INfuI'�11Ilfll •
z + ARIEL TRUSS VANCOUVER WASH 360.574.7333
LUMBER SPECIFICATIONS LOADS AS GIVER TRUSS SPAN 35'- 6.0' IBC 2006 VAX MENBER FORCES 4mR/G0F/Cq=1.25 TCM
TC: 2.4 OF 115016 LOAD DURATION INCREASE = 1.15 (N0n-Re0) 1. 2=1 •12) 20 7. 8.1.3104) 5468 t- 7=( -378) 234 10. 42( -30) 262
BC: 2.4 Df 111813111 SPACED 24.0' O.C. 2. 3')-5594) 3170 8- 9-(-4606) 8116 7. 2'1-5906) 3354 4.11-(.2750) 1564
WEBS: 2x4 OF STAND 3- 4=(-8132) 4610 9.10=)-4626) 6156 2- 6') -620) 1162 11- 5-( •614) 1174
LOADING 4- 5-(•55981 3172 10.11 2(•4626) 8156 8- 3=(•2720) 1548 5.12-(.5910) 3356
IC LATERAL SUPPORT <= 12'0C. UON. LL = 25 PSF Ground Snow (Pg) 5- 62( -121 20 11.122(-3108) 5472 3- 9=1 -38) 268 12- 6=( -376) 232
BC LATERAL SUPPORT <. 12'0C. UON. ADDL: iC UNIF Li) 100.0)+01.( 28.0)2 128.0 PLF 0'- 0.0' TO 35'- 6.0' V 9- 4=( -24) 16
ADOL: BC UNIf LL•OL' 20.0 PLF 0'- 0.0' TO 35'- 6.0' V
Connector plate prefix designators: BEARING MAX VERT BRG REQUIRED 8RG AREA
C,CN,CI8,CN18 (or no prefix) e Cospuirus, Inc BOTTOM CHORD CHECKED FOR 1QPSF LIVE LOAD. TOP LOCATIONS REACTIONS SIZE $O.IN. (SPECIES)
M,M20H5,MIBH5,M16 = MiTek VT Series AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 0'- 0.0' •1490/ 2627V 2.50' 4.20 OF ( 625)
35'- 6.0' -1490/ 2627V 2.50' 4.20 OF ( 625)
( 2 I complete trusses required.
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Join together 2 ply with 3'x.131 DIA GUN
nails staggered at: Design conforms to Bain eindforce-resisting
12' oc throughout 2x4 top chords, system and components and cladding criteria.
iill 12' oc throughout 2x4 bottom chords, Wind: 110 mph, h=20ft, iCOL=4.2,8CDL°3.0, ASCE 7-05,
i11t 12' oc throughout webs. Enclosed, Cat.2, Exp.8, MRS,
interior zone, load duration factor'1.6
End vertical(s) not exposed to wind.
17-09 17-09
7-01-09 6-11-13 7-0T-09 7-01-09 7-01-09
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JOB NAME: PARAHJPE 4 PLE% - Al Scale: 0.2435 N% E - 0
WARNIN6l: GENERAL NOTES,hayessouncesenaed: kJ 'P
I &ilda ads erection contractor staid De atessd or al General Notes I The ens$design 4 adequate for the design perernNers Owen.Review
Truss: A 1 and wamage before caaeUCOon°rNsences and approve'v of the amino*Signer,nog w
2 2•4 eonp.essnn web brand must be ewaeed where shown• de$ISrer engineer. • %''
3 Al talent bra reps slen4ita path as ternpo.ary ads O.nrne•9,s 2.Design assumes ore sop and trepan chords to be Alertly braced at �(�'� r'
DES. BY: LA 1.9 r o e.was at fC o.c.respeWewy utless tamed tlrougipat ter by
sheath t.ag mull be ds$gned by designer of°omptNS stricture raerwua u tree p sac n plywood$t.atagRC1 a dor r 11 • OREGON mD
DATE: 6/5/2012 Compuerus aswnhes ne'.soa s4$Cy ter such +m 3 2.Impact br asp rep or went tracing required,.here frown•• Ct '�
4 No toed snood be.eeesd ss any eonooneen wed s w el bracing and 4 Ingaeaton of Ines s me roeoonaoasy d to respsn.e contractor. �' 1� --.J
5E0. : 52 02851 +e$tanone are compote and at no tn,e should any bade greater tan 5 Design assures musses are ber used in•nonmtns/re environment.
design wads be sassed lo any tymPorarra and w.for'dry condition'd use.
TRANS ID: 340764 5 Co pute/I hes no caned over and assumes no respceSaaay fa,tali 6 Os .aWmes tot bearnp al tl4""VV strewn Stmt awad9.i1
41 albn.handloo.Moment and heti..bon of canoe ents 7 Dwain.at,.ne.adequate*snags 4 jrod&d / R. G P
$ 1 bis desgn n Wrnnhed cabled to tie i.Matwns MI tam by a.Patel crest be Located on bob,feces truss.and ptac.d to thee center G G• 1 Z
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• ' This design prepared from computer input by
1n1IIpI1d 10N u'I t v ARIEL TRUSS VANCOUVER WASH 360-574-7333
LUMBER SPECIFICATIONS TRUSS SPAN 35'- 6.0' IBC 2006 MAX MEMBER FORCES 46RIGDF/Cq=1.25 TCM
TC: 2x4 OF *11808 LOAD DURATION INCREASE = 1.15 1. 2-3 -5) 10 7- B=( -959) 2734 1. 7-1 -189) 111 t0. 4=( 0) 197
BC: 244 OF e16B1R SPACED 24.0' O.C. 2- 3=1.27971 973 8. 9=1•1410) 4058 7- 2=(-2953) 1039 4.11.(.1375) 473
WEBS: 244 OF STAND 3. 4=(•4066) 1406 9.10=1.1415) 4078 2- B=( -128) 591 11. 5.1 -126) 587
LOADING 4. 5=(-2799) 414 10.11=(•1415) 4078 8- 3=(-1360) 471 5.12=1.2955) 1040
IC LATERAL SUPPORT ‹= 12'0C. VON. LL( 25.01.01.1 1.0) ON T0? CHORD = 32.0 P5F 5. 6=( .5) 10 11.12=( -961) 2736 3- 9=1 0) 200 12- 6=1 -188) 111
BC LATERAL SUPPORT c: 12.00. UON. 01. ON BOTTOM CHORD - 5.0 PSF 9- 4=( -12) 9
TOTAL LOAD = 37.0 P5F
Connector plate prefix designators: BEARING MAX PERT BRG REQUIRED 8RG AREA
C,CN,C18,CN18 or no prefix) = CoopuTrus, Inc LL = 25 PSF Ground Snot( (Pp) LOCATIONS REACTIONS SIZE 50.IN. (SPECIES)
M,M20NS,M1BH5,M16 = MiTek Mt series 0'- 0.0' -3121 1313V 2.50' 2.10 OF ( 625)
LIMITED STORAGE DOES NOT APPLY DUE TO TIE SPATIAL 35'- 6.0' -3121 1314V 2.50' 2.10 OF ( 6251
REOUIREMENTS OF IBC 2006 AND IRC 2006 NOT BEING MET.
BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP Design conforms to main windforce-resisting
AND BOTTOM CNORO LIVE LOADS ACT N04-CONCURRENTLY. system and components and cladding criteria.
Wind: 110 mph, h=20ft, TCOL.4.2,BC0L=3.0, ASCE 7-05,
Enclosed, Cat.2, Exp.B, MWFRS,
interior zone, load duration factor=t.6
End vertical(s) not exposed to wind.
17-09 17.09
7-01-09 6-11-13 7.01-09 7-01-09 7-01-09
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JOB NAME: PARANJPE 4 PLEX • A2 _, Scale: 0.24__16 \�i �(j1NF�. "Q
WARNINGS: GENERAL 11070.11,AWN Wherein noted.
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I e ider and connate should a advised or u c.n.n Notes I.This tau de m Mecum*15*dear rrn tens eno.n.Raves* �
Truss: A2 end Wanness teas conanatonMementos lePrOvii«lmponpemcydtae gdesignednot 1M p's�
2 2.4 compression was Ns g most W bmtepsd weer.dawn•. 2 Denim names dr by and tavern chords b a Mnsaa y owed at �"'
3 M tater./f rce teeann elements peal as.rnporanr and immanent 2.o-a rd t(1 m 0.a n.apeevnuy unit(ea bac.d„ware,M4.hr�+by
DES. BY: LA >t.crr,wading oust es desired by deagn.r c i,°M O M mate caseirstaa Presit p such esphMCpd stremenp(TC)endtr 1 . OREGON >\�
DATE: 6/5/2012 Comp True saunas no responsibility ter man brews 3.Zs tape bridging or Murat Oradea repre.d ward shown•• (1
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4 No wad awed be wand to any car panne rep*nor N tracing rr 4 .ut1Up.n et Inas M we mpatae+ey d W.mp.ay•mne.cbr.
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TRANS ID: 340764 5 �er p T.erotna�ndwab.rd.,,a,e,ror.apanet�mY�ra. R. C
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luW ptll■11 • ARIEL TRUSS VANCOUVER WASH 360.574-7333
LUVBER SPECIFICATIONS TRUSS SPAN 35'• 6.0' IBC 2006 VAX WEBBER FORCES 40R/G0FfCg.1.25 TCM
TC: 2,14 DF H180TR LOAD DURATION INCREASE - 1.15 1- 2')-2872) 1167 1- 81.971( 2461 B. 2-( 0) 173 6.11=(0) 173
BC: 2x4 DF 116BTR SPACED 24.0' o.C. 2- 3=(.24001 904 B. 9=1.972) 2459 2. 9=(.448) 251
WEBS: 2x4 OF STAND 3. 4=(-20591 751 9.10'1•B30) 2221 9- 3=1-171) 708
LOADING 4. 5 1•2059( 751 10.11 1.972) 2459 9- 4 1-255) 125
TC LATERAL SUPPORT <= 12.0C. UON. IA( 25.0)•DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(•2400) 904 1t. 7'(.971) 2461 4.10-1-255) 125
BC LATERAL SUPPORT <= 12'0C. UON. DL ON 90110V CHORD = 5.0 PSF 6- 7=(•2872) 1167 5.10=(-171) 708
TOTAL LOAD - 37.0 PSF 10- 6=(-448) 251
NOTE: 2x4 BRACING AT 24'0C UON. FOR LL = 25 PSF Ground Snag (Pg) BEARING VAX VE111 VAX 0082 BRG REOUIRED BRO AREA
ALL FLAT TOP CHORD AREAS NOT SHEATHED LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
-_ _ = BOTTOM CHORD CHECXED FOR A 20 PSF LIVITED STORAGE 0'- 0.0' •3121 15684 -1371 137H 2.50" 2.51 OF ( 625)
LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2006. 35'• 6.0' -3121 15680 -131) 137H 2.50' 2.51 OF ( 625)
Connector plate prefix designators: THE 801T0V CHORD DEAD LOAD IS A MINIMUM OF 10 PSF.
C,CN,CI8,CM18 (or no prefix) = Compulrus, Inc
0,1,120NS,U1BHS,616 = 6iTek VT series Design conforms to Pain eindforce-resisting
system and components and cladding criteria.
Wind: 110 mph, h=20ft, TCOL=4.2,8C0L=3.0, ASCE 7.05,
Enclosed, Cat.2 Exp.B, FRS,
interior zone, t MW
load duration factor-1.6
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JOB NAVE: PARANJPE 4 PLEX • A3 Scale: 0.2517
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WARNINGS: GENERAL MMES.wtMsoe.nisenoted 4i Q. 'Q
I Builder and erectors contractor snows be advised or ra General Notes I T1ss truss design is aa.quate for dse design parameters Oxman.Renew Cr
Truss: A3 and Warnings before rm cmn commences and 400muil Is De r.$�h el the budding designer.nor We •`.e
2 2s4 romps sewn sob bang must be ingNRd*w.abo.n.• i .IGI�L-
as lateral late resisting elements wen an temporary one pem+anera 2.Design assumes We top and Noon.cmdrde a ba Pauly batted at
r.....„a t0 m d.r.sp*absy at*u bacea unsog t1Nir lergtn by •
DES. BY: l A standby bracing must be designed by aesgr er a oempala structure. �„ abutting swat.s oty.med Ot b/Vrg1TC)*r d e deyweli ) • OREGON 41?
DATE: 6/5/2012 Cemputn a assumes no responsa,Cty for slide bracing 3.2e tweet bridging er Mesa bracing fevWred*t o r e •• 02, 01 --/
4 No load shroud be applied Is any cnnconent urea odes erg bredng and 4. Ywaledon a t.uss b Me nor ieneSSy el the vesp.aha contactor. • d O 1
SEQ. : 5202853 wren. r.ommp.te and wnobn.should.nyt..aa.aw.wn s DasgnautAteaws.aaerr.awrr.dsnarwnoarow.eeafmrataL g=R 6- O
design loads be*poled to any opponent 0.0 are lot eery mwklar•a.a.
TRANS ID: 340764 5 CaWtrtrvs has nocomaov er and assume,nornsses gforPe 6 •s"in"sail bearing erM subparts sheen Sl. OrsmOgea rrR. COI'
rabrbaten.handling,shipment and insulation of cos oonenes T Design assumes adequate aabage b presided � ! r
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ii II HIL ARIEL TRUSS VANCOUVER WASH 360.574-7333
LUMBER SPECIFICATIONS TRUSS SPAN 35'- 6.0' I8C 2006 MAX MEMBER FORCES 4HR!GOF(Cq=1.25 TCV
TC: 2x4 DF $S&BTR LOAD DURATION INCREASE = 1.15 1. 2')-2872) 1378 I-t0=1.1156) 2461 10- 2'( 0) 173
BC: 2x4 OF e168TR SPACED 24.0' O.C. 2. 3=1-2400) 1137 t0-I1-(-1157) 2459 2-11,(-448) 213
1E85: 2x4 OF STAND 3. 4=) 0) 0 11.12-)•1103) 2221 11. 3-(•220) 708
LOADING 3. 5(-2059) 967 12.13=)•11571 2459 11. 5=1-255) 214
IC LATERAL SUPPORT e- 12'0C. UON. LL1 25.D)a0L) 7.0) ON TOP CHORD ' 32.0 PSF 5. 7'(-20591 967 13- 9=)•1156) 2461 5.12'(-255) 214
BC LATERAL SUPPORT e= 12'0C. VON. Dl ON BOTTOM CHORD = 5.0 PSF 6- 7=( 0) 0 7.12')-22D) 708
TOTAL LOAD = 37.0 PSF 7. 8=(•2400) 1137 12. 8-1.448) 213
8- 9=(-2872) 1378 8.13=1 0) 173
NOTE:=2x4 BRACING AT= es::::.=24'OC ZION. FOR LL = 25 PSF Ground Snow (Pg)
ALL FLAT TOP CHORD AREAS NOT SHEATHED
_ _ss=: BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE BEARING MAX VERT VAX HORZ BRG REOJIREO 8RG AREA
LIVE LOAD AT LOCATION'S) SPECIFIED BY IOC 2006. LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
Connector plate prefix designators: THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 0'- 0.0' -398/ 1568V -1901 834 2.50' 2.51 OF ( 625)
C,CN,C18,CN18 (or no prefix) = Compuirus, Inc 35'• 6.0' -398/ 1568V -190/ 834 2.50- 2.51 OF ( 825)
V,I20HS,V18HS,1116 a ViTek MT series
Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 110 mph, h=25ft. TCOL'4.2,BCDL-3.O, ASCE 7-05,
Enclosed, Cat+2, Exp.8, VHTRS,
15-08 4-02 15-08 interior zone, load duration factor=1.6
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JOB NAME: PARANJPE 4 FLEX • xa _ Scale: 0.2392 �-� aG)No ��
WARNINGS: GENERAL NOTES,eness un•.erwne eOte•C. 4,/ C` F,fy r,�
I Barrier and erector contractor sncxtl be adesed of as General flexes I. The truss desgn n adequate for the design parameters shown,Revere Q. r'
Truss: A4 and VJamn9s be'cee constructor,commences and epptore n the respons•bl.ry of the building desa ne,not the i .1'a�
7 2s4 con,aessoe sett lemony must be testabd of re shown• - wss a esem a Cuss eng=+eer. I/-/'1 -
7 An teMal force feinting e!emenll such as temporary and pen*+aner! r 2'u c d a ID e,too and bonen eSS br to be Vate,cety braced at (��� f�•
DES. BY: LA sob/My beaceg must Da desgeed by des+]r er of complete sbectere T e a and■1Q 0 C TlDKb.Cy unlela added lTC).„.„Inter a n by i
wriateous staaC.g such a!ors-+ood sr+ear+ng(TC)arC.'a dry.=arc) OREGON
Carixams assterul W ee,pana.ey for sad,ereCin9. 3 let broom Erfdgr6 or leterm bra:lo9 mewed v.eore sf+o+n••
DATE: 615!2012 1 Cl T ..'Z'
4 NohaO sltonW be applied b any comoonery unG after Y Wadi and 4 Iroteeation d tans n the rcspbr.sa'ay ef me rrsxcbw ccrt•a:rdr v
S E O. • 5202854 taataws arc camOaa end a ro bow sroua any bids prorates Men 5 Desgn•wanes busses 0•0 b be used n a nor corres,+e enrrormeet C'1?C p V• O
bmdame 0000e4 b any component and we,or-T3 cmdtan'd vse j
TRANS ID: 340764 5.Campo Tan tea no coney!over an]assumes no nesp eyt«tne 6 Deer nassumesfuleea,on9at.w,L.patsena,.n St,„«we,•,er' T 2Q-
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This design prepared from computer input by
•10111111111 ARIEL TRUSS VANCOUVER WASH 360-574-7333 -
LUMBER SPECIFICATIONS TRUSS SPAN 36'- 0.0' IBC 2006 VAX VEVBER FORCES 4WRIGOF/C0.1.25 TCU
TC: 2x4 OF 016810 LOAD DURATION INCREASE ' 1.15 I. 2'1 •36) 28 2.10=1-943) 2527 3-10'(-292) 162
BC: 2x4 OF 4168TR SPACED 24.0' O.C. 2- 3=(-2951) 1146 10-11'(-806) 2125 10. 4'( -62) 512
WEBS: 2x4 OF STAND 3. 4=(•27001 969 11.12-(-806) 2125 4.11:1.722) 277
LOADING 4. 5=(•1915) 754 12- 8'1.943) 2527 11. 5')-352) 1320
•TC LATERAL SUPPORT 4. 12'0C. VON. LL( 25.01401( 7.0) ON TOP CHORD ' 32.0 PSF 5. 6=(.1915) 754 11- 6'1-721) 277
BC LATERAL SUPPORT c= 12'0C. VON. Di ON 80TTOM CHORD ' 5.0 PSF 6- 7=(•2700) 969 6.12'1 -62) 512
TOTAL LOAD = 37.0 PSF 7. 8'(-2951) 1146 12. 7=1.292) 162
OVERHANGS: 12.0' 12.0' 8. 9') •361 28
LL ' 25 PSF Ground Snow (P9)
Connector plate prefix designators:
C,CN,CIB,CN18 (or no prefix) =Coapuirus, Inc BOTTO0 CHORD CHECKED FOR A 20 PSF LIOITED STORAGE BEARING VAX VERT LAX HOR2 ERG REOUIRED 8RG AREA
M,020HS,M18HS,M16 ' VITAL ut series LIVE LOAD AT LOCATION(S) SPECIFIED BY IOC 2006. LOCATIONS REACTIONS REACTIONS SIZE 50.IN. (SPECIES)
THE 80TTDU CHORD DEAD LOAD IS A MINIHIAI OF 10 PSF. 0'. 0.0' -340! 16980 -200! 200H 5.50' 2.72 DF ( 625)
36'- 0.0' -340! 1698V -2001 200H 5.50' 2.72 OF ( 625)
Design contorns to main windforce-resisting
system and components and cladding criteria.
wind: 110 mph, lt25ft, TC11L=4.2,8401.3.0, ASCE 7-05,
Enclosed, Cat.2, Exp.B, VIERS,
interior zone, load duration factor'1.6
'tom-
18-00 1' 18-00 1
9.00-11 8-11-05 8-11-05 9-00-11
6-04-09 5-‘9-11 5-09-11 5-09-11 5-09-1i f 6-04-09
12 12
M-4x6
6.00. 6.00
4.0'
5 4',(
II 2.5x4 11.2.5x4
M 3x8(S) 11.3x8(5)
O 111
11.1.5x4 ) 00 .,,,,M-1.5x4
•
,44\-.- / ..-
' 10 't 7 0.25' 12 o
M-3x8 M-2.5x4 11.2.5x4 N•3x8
M-5x8(5)
1, l / / J.
9-03-07 8-08-09 8-08-09 9-03-07
1-00 36-00 1-00
54 t)PRO/cFSSi
JOB NAVE: PARANJPE 4 ALEX AS , . ... Scale: 0.2102 • ��G)Nee'p
WARNINGS: GENERAL NOTES,wens otherwise noted: 4(/
1 Beeler and e,eceon contracto•should be Waled of.1Gerdes(Notes 1.This Inns deep is'Neocene for the design parametera flown.Review az'
Truss: A5 and trimmings btfom Constr C1We COMMenCOO. d a� vIt..e of the building designer.not lea
2 2.4 o rnpeesson wet yrcing must be Metaled where strewn.. 2.DrMmn agwnaa h a,P held Opeaen vhprds Ia ow rtsraay b.aC.4 r 7•'�G"� ~'
DES. BY: LA 3 All Lateral loam resluong elements such as ternpbrary sad pelmanent r o c arm r 1a o c,especv ely Lamas braced m.aghow mei by
sable,ammo most be designed by asgner of comet*atn+eafe. • a'1
cdn,p„T:ul as,.mes no e.epdnsbeiy.to such b.adna 3 �bream I N re sh .°. "'ej ' •(, OREGON
DATE: 6/5/2012 I No load 5/quell be Noted o any opmoonr4 00 Met we bracing and 4 Inelegance r•has is 111 rewmswbrty of lee rospecave mrotaor T 1A ''r
SEQ. : 5202855 *stances are cmw,ate as at no ame mama r,y bads greats,than 5 Def e7Le aownws trusses we b be used a,a roe-Cannons em;.moment 4 �R F b .J 0
design bad,be applied to any campdneoe
and re fbr•dry opr,dacn•d use.
TRANS ID: 340764 S Coffee r no lam ro ra ed and tevnes no ssoonsa,ty b 6 a' '^�tba a,r as a,p,ona elpwn slim d,wad,*a �T r R. c P��
fabnuWn,narhdhag,u,pmenl end.,suaaddn of mnponenes T Deagn assumes adequate Swage Ls p.o.hded
(�(�tH11BE1t OP IHT��111111 6 IM lesion is honened sut>tict ix the knwtees let foM by I.wanes Shag be located an bole facess of truss.and paced no rhea cell« / (y3/11 .1 q comer';ines.
IIIII'I1 l��,p III I II��III) Mltek USA.IBCSCompuTr�s Software 7G 3(�l E inquest
O<a tees Coincide Mei basic wvxct-pate oragnraLues ste 5SR1311.ES9•19S6(We.) EXPIRES_ 11J31I13
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. This 1111111111111 * t ARIELdTRUSS VANCOUVERf'NASHc360.574-73331 by
LUMBER SPECIFICATIONS TRUSS SPAN 36'- 0.0' Design conforms to main sindforce•resisting
1C: 2x4 DF 4181IR LOAD DURATION INCREASE s 1.15 system and components and Cladding criteria.
BC: 2x4 OF 418BTR SPACED 24.0' O.C. wind: 110 mph, h=25ft, TCDL=4,2,BCDL=3.0, ASCE 7-05,
TC LATERAL SUPPORT <= 12•0C. UON. LOADING Enclosed, Cat.2, Exp.B, MWFRS,
BC LATERAL SUPPORT e= 12'0C. UON. LL( 25.0)+DL( 7.0) BOTTOM CON ORD = 32.0 P5F interior zone, load duration factor=1,6
DL Unbalanced live loads have been TOTAL LOAD = 37.0 P5F Gable end truss on continuous Dearing wall UON.
considered for this design. 11-1x2 or equal typical at stud verticals.
LL = 25 PSF Ground Snow (Pg) Refer to Computrus gable end detail for
Connector plate prefix designators: complete specifications.
C,CN,C18,CNt8 for no prefix) = Compurrus, Inc BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP
1,1,M20HS,M18NS,M16 a Mirak MT series AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
18-00 18.00
9-00-11 8-11-05 8-11-05 9-00.11
1 { _1
12 11M-4x4 12
6.00 6.00
M-3xmi1hi M-3x6(5)/�
M-2.5x6(5►
M-2.5x4 M-2.5x4
y 4
18.00 18-00
1,-- y - - - - k J.
1.00 36-00 1-00
���ED F'RpFc y
„ne ,,tuE: PARANJPE 4 PLEX • AS Scale: 0.2355 ��� ,40,-2,1N fi /0
WARNINGS:- GENERAL NOTES,arses elermee noted: 4i Is r
I y„,nn and eredian contractor shade Be advised of as General Wes t.This Muss design x adequak for roe design pxarrxb$shown Raves
Truss: A6 any'Warnings rr'o' coniSuebon convenes and appowl a I s reon y of the main ms4lmr.no 5ls .::� ` /f
' :.3<M Vre;icv'+net ce aceu must be kesWed when shown• Nuns designer or buss engineer. /�/ �`
3 At ut..al lace resmu. ek•MmtS surm a xn,pMery ere pemw.a t 2.Osapn assumes a.e top and bottom Combs be texrafq brand at G
"� 7 o.G and at h0'e.4 retpecevey uraess Wand 1MOrrgteul roe+yerrgqmri by
DES. BY: LA %noun bracing must b edesgredbr designer cif eenpbYSbuAVe. continuous Visaing such es plywood shoadr:p(TC)arewdrr+ary9CT 1 • OREGON
DATE: 6/5/2012 Cousin asaunes o resoonxataiy for soot baCma. 3 h MOO Oetlglfp et Wane trecep required nixie shown•• i 0, ot
4 No load shale be.co-ed k any arroorxnt rrsa idler as bracing and I Insteestion of Inns a Me aspenaAT4y of the reweave conbackw. 1
SEQ. : 5202856 'astaxrs m complete and at no rims shsotid any bads Wwter Man 5 lh condition'are ee.vied in a noncorrosive environment Uri`c,n C3• ri-
design bads be*oohed to any component 6 Damien assumes hw Ikr M as teapots slewsr Snkn a waege e )'� A�`
TRANS I D: 340764 5 Comperes has no MAIM Over a n d re resoonosfy tor the T`
fabricallon,hand) shipment end Installation of oompOnelb. f°0es”" C
handling. T Sums assumes mat duate do face e
`I I III 6 i1JS meagre b fvrmha0 sublecl to one limitations set ken by a wars row be kut.d on boor ale»oP'au s.'d.•a waeod no Wee oxar 1�l/1`' -
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WI/VO CA In SCSI,copies of iinicn my be furnished upon USA.Inc/CoTpuTruss Software 7:3-SP6(1L)-E inquest.
10 basic carvecbs plate dear vanes see ESR.131s,esnAsea Mask)
I R "� e'a'�a"�In�e L. EXPIRES 12/31/131
. •
•
•
•
deSign prepared from cOmputer input by(u1ygy U • ARIEL TRUSS VANCOUVERWASH360-574.7333 •
• LUDBER SPECIFICATIONS TRUSS SPAN 35'- 9.0' IBC 2006 MAX MEMBER FORCES 4RRlGDF/Cis-1.25 ICU
TC: 2x4 OF al6OTR LOAD DURATION INCREASE - 1.15 I- 21 -36) 28 2- 9=(•9471 2528 3- 9=1.292) 162
BC: 2x4 OF e188TR SPACED 24.0' O.C. 2- 3-(-2951) 1150 9-10-1-8111 2126 9. 4=1 -61) 512
WEBS: 244 OF STAND 3. 4-(-2701) 974 10.11=(•815) 2126 4.10=(.722) 276
LOADING 4. 51-1916) 759 11. 8=(-977) 2531 t0. 5-(-3571 1320
TC LATERAL SUPPORT <e 12'OC. UON. LL( 25.0)nOL( 7.0) ON TOP CHORD a 32.0 PSF 5. 61-1916) 759 10. 6=(-722) 283
8C LATERAL SUPPORT <e 12'OC. UON. DL ON 801108 CHORD r 5.0 PSF 6- 7')-2703) 991 5-11=( -81) 515
TOTAL LOAD - 37.0 PSF 7. 8=1-2954) 1176 11- 7=(-295) 186
OVERHANGS: 12.0' 0.0'
Li = 25 PSF Ground Snoir (Pg)
Connector plate prettx designators: BEARING VAX VERT VAX N0R2 BAG REOTJIREO 8RO AREA
C,CH,C18,CNT8 (or no prefix) = CoapuTru6, Inc 00TTOU CHORD CHECKED FOR A 20 PSI LIMITED STORAGE LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
M,M20HS,1,118HS,M16 = ViTek YT series LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2006. 0'- 0.0' -3411 1700V -2001 185H 5.50' 2.72 OF 1 625)
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF IO PSF. 35•. 9.0' •312/ 1612V -2001 1854 2.50' 2.58 OF ( 6251
Design conforms to Main aIndforce-resisting
system and components and cladding criteria.
Wind: 110 Mph, 11-25ft, TCOL=4.2,BCDL-3.O, ASCE 7.05,
Enclosed, Cat.2 E/p.8, 1n1FR5,
interior zone, load duration factor=1.6
18-00 17-09
f T '1'
9-00-11 { 8-11-05 1_7.09
6-04-09 f 549-11 5-09-11 ' 5-09-11 5-09-11 6-01-09
12 14-4x6 '"-:,6.o0
6.00. 6.00
4.0'
)t4404
11-2.5x4 N•2.5x4
M-3x8(5)
*
M-1.5x4 -1.5x4
.,100\...
,t / ao
0
KW o 9 'C .s 11 8 co
M-3x8 M-2.5x4 0.25' M-2.5x4 11-4x6 °
M-5x8(S)
t 1 1 1 1
9-03-07 8-08-09 8-08-09 9-00-07
1 1 1
1-00 35-09
��PE.O PROFS
. JOB NAVE: PARAMJPE 4 PLEX • 47 Scale: 0.2182 ��'� �OINFF ���
n
WARNINGS: GENERAL HOT E3,wiess o0grnw noted? X44/ GI,
I Builder and erection contacbr should be Willed of a1 General Notes 4.This tuts desire 4 adequate to no Oeshn pnemete•s shnasn Re,e*
and Warnings More constructinn cam ne,00* and approval IS the responsibility of the baidn5 400lgl r.not the Truss: A7 2 2x7 canwetabn nib bracing runt be,used*here shown•
Puss designer p buU engineer. '-�'Gr''�
3 Al taterM loge resisting elements such as bnpaaY and permanent 2.Design assures me by and beam Thorns to be 4tnely braced at
DES. BY: LA stability bracing must be continuous o a attooc rseth as eypensrarxd(TC)anclotdar mtry •
DATE: 6/5/2012 Cornouinn assumes nu h whoa abutMe 2S bp ' 'M"g We as synod reedited fheelm•dmTnn�t c I Q OREGON +`°
responsibility braving 3 ZR arpael bridging a Went bracing rerliri'W,N1sro shun•• r \A J
4 Not IoW should be/spied b any component Tarr arta,all peens and 4 InuaNhon of this is tiv responsibility of the respect,*contactor
�' t
SEQ. : 5202857 154!01,5 are canplela and al no trnr should any bads pirate man 5 Design asrcne'trusses we b be used n•non-Wnosire owronment O/�F V• O lir
Pasco beds be applied to Try component
and re for*dry conreuon-of use
TRANS ID: 340 764 s CompuThn Ms.s.:,,,,,,,,an r.s narmres pro responab st,to ma 6 O�ergn 5aaumm M beams al at supports ahoy'^Shim a*edge if OTT r n�.�
fariCa bon.handling.shpment and 1ns10ambbn of conparencs 7 Dingo asHanes adequate dq^ape is provided / ( v IN
'q'
this dngr M furnished swpct b the imitations set 1,M Sy 6.Moles shalt be Wales Oh born Noes of Pins,One placed so med tenter l (//EXPIRES p•1111,Ill�III(I(�II(�1111�1(I1IIIII! II�IIIII 6fTe USAnInc�CompuTlui$QtIW Q7 3(1L upon Erequest 70 Fabae ld0atnetorpleNndesgnvalues see E SR,13n.ESR-19661Woo 1 EXPIRES 12/31/13 j
{ 9 Oiprq indicate sae of date n inches
t •
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•
• This design prepared from computer input by
�IIII f I II th e a AR I EL TRUSS VANCOUVER WASH 360-574-7333
LUMBER SPECIFICATIONS TRUSS SPAN 35'• 6.0' IBC 2006 MAX MEMBER FORCES 4V11IGDF/CQ=1.25 TCY
TO: 224 OF e16B1R LOAD DURATION INCREASE - 1.15 1- 2.1.2955) 1180 1- 8-1.981) 2532 2- 8-(-285) 186
BC: 224 Of 2161178 SPACED 24.0' O.C. 2. 3=1.2704) 996 8- 9=1.820) 2127 8- 3-( -81) 515
8E85: 224 OF STAND 3. 4=(.1917) 764 9.10=1.820) 2127 3. 9-1.722) 282
LOADING 4- 5-(-1917) 764 10. 7=(-981) 2532 9- 4=1.361) 1321
TC LATERAL SUPPORT <= 12'0C. UON. ILI 25,0).DL( 7.0) ON TOP CHORD . 32.0 PSF 5- 6=(-2704) 996 9- 5=(-722) 282
BC LATERAL SUPPORT on 12'0C. UON. Dl ON 8077041 LOAD . 6° -
CHORD D = 37.0 PSF 6- 7-(-2955) 1180 -61) 585
connector plate prefix designators:
C,CN,C18,C818 for no prefix) - COOpuirus, Inc LL - 25 PSF Ground Snow (P9) BEARING MAX VERT MAX HORZ 8RG RECUIRED 8RG AREA
Y,Y2OHS,YIBNS,Mt6 =kick YT series 801708 CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LOCATIONS 3121AC1613v -1851 1ACi1858 2.50' 2.58 (SPECIES)
LIVE LOAD AT LOCATION(S) SPECIFIED BY 181 2006. 35'• 6.0' -3121 1613V -185) 1858 2.50' 2.58 OF ( 625)
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF.
Design conforms to main ■indforce-resisting
system and components and cladding criteria.
wind: 1t0 mph, 11=25ft, TCDLe4.2,809103.0, ASCE 7-05,
Enclosed, Cat.2 Exp 8, 1R1FPS,
17-09
17-09 interior zone, load duration factorel.6
1 ' 1'
6-01-09 5-09-11 5-09-11 5-09-11 5-09-11 6-01-09
12 12
6.00. - M-4x6 6.00
4.0'
Nil
3.1'
M-2.5x4 M-2.5x4
M-1.5x4 yM15x4
or co
° o
v 1 8 9 t0 'T '°.
° M-4x6 M-2.5x4 0.25' M.2.5x4 11-4x6, °
M-Sx8(S)
J, y l -
9-00-07 8-08-09 8-08-09 9-00-07
) 1
35-06
.c,�V��9 PR OA" ,-,
JOB NAVE: PARANJPE pL"eC - %.8 Scale: 0.2392 a(;1NF� 0
WARNINGS: GENERAL NOTES.urlest ad,e-wsss rested 4! 4% r- "4'
1 81,1der and rrecbon rntraa'Y strove Dr ad.rscd or.]I Grra•a Notes t I.hn Iva,Cesgn C ado aate fa the de,gn pararn•las s0O-n Rn.ree r
Truss: A8 and Wa-r+ngs tatan con,L ocban Eon/in/wets and aopraIai es the teeponsbadr of the b aldep desgne'.net the 1`.
2 I.4 commessron web c+ac�9 m-...st be in sta'n!ere,sho-nn• suss designer a truss eMneer. eJ / 1
3 NI utecat'cce resn errs such as temorrary and n..nnorens
2 Oevgn.aflun ,rte top end Doman U+ads to be Ia'esaay trraced at G G�'�
Bert" :o C and et TO'O C.'etpec0,eN uNesS deaned Ihrpugha,t One,,er,Ih Or
DES. BY: LA uaonry e•acKg not! o desgned E desgr-t o!Complete stu CVe conyrs ous Sheath.p such as
DATE: 6/5/2012 COmp„Tn..ass..men no'topers-M:4y'of our,mace.; 3 -,ITpaa. �r e.)a 0 ot,.,,OAT. •dm.a•incl OREGON
•+r,oq.nq a ute.a,erarrq dy of the eM2 stsov.n•• O,� �', J
4 Nes load moue to app"ed to ay caroa+n.t urN arer a.!c,do•,.I and a Instaaalon of truss n C+e rendOeub i y of the■especttos cortbarc, N Cn c
'
SEQ. . 5202858 'asiene,aeQYh pleteareat„ot,no,t�,.da--,o.vsmeaxrmar Desynafkrnentrussesareto etriednan dnearosneernrcomenc ,-2, p ,• O
csgn loans M apo;ed to any mmodrert and are so,-dry commas-of use.
TRANS ID: 340764 CanptrT °has nO[Owed O.0 dnd a55U mes rd ter.pW no ndp fnm e 6 oevgn aftu'nee N Wbee,ag at a°So0001nsh°~n St,,m awed,ra
laOrKalon.hand ar si prhenl and MU'anon Of co'"monerif Ge.vgna7 /
q.. 7 asyn assumes adaguate a•a'•aga n.rovOCd. / ! rT'j. C r'`
C INS Cesgn n'urnnned suttee'to mot'en motes set'o.m rte 6 Plates via'Oa Iocatec no toth rases 09 cuss.and paced so Nee cent« G 16' /-
�u�I�IY�IIuI I,t(,II(�`I��II LE HI!II I iPI Y�I to o SCSI,cepK•s of rh.rn a.I re h,o ot-vd Ipan radar 3l toes co.Knn ec'f}nt node net
�',(If +II('g(+ +',(fl'1�,, I I IIf11f 9 Dgea odoele we to Wale n notes EXPIRES 12/31/13 j
1.1iTek LISA.Inc/COTOUTNS SofMatCiF3!I t.(-E IC Fr peso u+r nec'ap'a'nCe3nn vaiJCS see FSft 1311 ESR 19gSf65,i r+t \
r e
4 e -
.
• a This design prepared from computer input by
lIIHIHNNIi • ARIEL TRUSS VANCOUVER WASH 360-574-7333 •
LUMBER SPECIFICATIONS TRUSS SPAN 39'- 9.0' Design conforms to main eindforce-resisting
TC: 2x4 DF e1S8TR LOAD DURATION INCREASE • 1.15 system and components and cladding criteria.
BC: 204 OF STANTA SPACED 24.0 O.C. p
WEBS: 2x4 OF STAND; Wind: 110 mph, h=25ft, TCDL=4.2,11COL=3.0, ASCE 7-05,
2x4 OF 'TARN A 10A0iNG Enclosed, Cat.2, Exp.B, MaFRS,
LL( 25.01+OL1 7.0) ON TOP CHORD s 32.0 PSF interior zone, load duration factor=1.6
TC LATERAL SUPPORT (= 12'0C. UON. Ol ON 807TOM CHORD = 5.0 PSF
8C LATERAL SUPPORT x. 12'OC. UON. TOTAL LOAD = 37.0 PSF Note:Truss design requires continuous
bearing wall for entire span DON.
V-1.5x4 or equal at non-structural 11 = 25 PSF Ground Snow 14) REFER TO COMPUTRUS STANDARD
vertical members (Von). GABLE END DETAIL FOR COMPLETE
BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP SPECIFICATIO)IS.
4-2.50'mere shown; Jts:2-5,9-12,16,18.22,24 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. DESIGN ASSUMES SHEATHING
Unbalanced live loads have been TO ONE FACE ONLY
considered for this design.
Connector plate prefix designators:
C,CN,CI8,CN18 (or no prefix) = Coepuirus, Inc
M,I2OMS,MI816,U16 =MiTek MT series 0-08-03
19-02-05 0-O8.1:09-07--- 18.01.01
3-10-08 4.00 4-00 4-00 3-03-13 1-09-072-02-09 4-00 4-00 4-00 3-10-08 r
i 1 'f 1` - I T f 4 T 1` T '(
12 12
6.00'. -,6.00
I I U-4x4
1.1-2.5x4 14 5x6 4
1- *��loommo ��a�w�rnmenrmrrr,•4! -5x6 M-2.5x4
—It 1 - I `�,
A 1+ + +1 + 1+ 1+ E 1+ ca
1+ 0+
+ 0+ -+- + / +1 A c
m to
'- 14 1 18 l 1.25' 1e 19 1 22 0.2523 24 4 4x6 26
M•4x6 M-5x6(S) M-1.5x4
l k k k k k ) ). k k k k y
3-08-12 4-01-12 4-00 4-00 3-02-010-09-1511-032-00-13 4-00 4-00 4-01-12 3-08-12
} y
39.09
��9V PROFFSs
JOB NAME: PARANJPE 4 PLEA • A9 _- - - _ ___ - -_ ,_ _ __ _ ___ Scale: 0.2173 \� �G1N�� 7
^WARNN6$: - - v GENERAL NOTES,unless oewwlsenoted: 4., Ali N .
1 Bolder and eretbon verbs int at be ad•lesti cl as Gann,Notes I This buss design a adequate for Si desgn parameters skein.Renew Ct
Truss: A9 and warn.•,before construction caramences. and approval a the responsibility of ale bs4dyp designer.not eft 'e
2 214 oer„pressEc web bracing mot ba a,raaad Mere Moan• tons d••b^er et truss engineer. ! ,/r. r/ sr.
3 Ad law,taw Mribng e4sn,0rw such K temporary and pemwnsnf 2 70 o an�at assumes o ex�respect/ely unless braced u earbbo t b.h bnpM by f.
DES. BY: LA M.erdrbracin gmus tbedesOnedbydegneroe•rrie*ewekn tru,p„e,healingew,aspfywood.heath rc)anaaan.•alheCI • OREGON 4`b
DATE: 6/5/2012 c.poI,as assumes no re+pon+marty toe tach among. 3 2.enwa Nd9.q«war bracing required"Mere Oxon,•• raj, ,��
4 No loaf shook!De applied b aq cMgonaN until after M«wing ad 4.InfUlaeplr of pass a the R!0«MO,SRY of due respeCwb C«WacwY- 1/
SEQ. : 5202859 =a slaneraaeorweN and atno bow sbeUdafwudc eaawn s•D a°wbe.used in anon-poneeneem.onment r� •�4�ER6. ....Cr
aesign toads be applied to any and pone 4 4.Merger nos bsa bq rap sweats shown Slam or s O . r
TRANS ID: 340764 5 C«rouMRhasnoe«adfOWas/rxnesn,ro+paus•pat«die T R CPS.
tab,cabbn.1Nndig,shipment and aNNaason of cpnper14nts T Design assumes adequate dr.depe apo/pee J /
6 This dsstgn a hymned subject to me arnaeacns set form by B.Proms shat ho routed an note Nees of truss.and paced so they tenet G 11
11111111'1111111111111111111111111111111111 A1rTe USANSnc iCompuTrus Software SP (16 LiE S 10 kr be cavNcb dingo vakres see ESR-1311.ESR•1966 GAO ex)mos corcide with joint center Imes
9 Dr snocsNwterpaten4mMe EXPIRES 12/31/13
• •
• •
•
• e This design prepared from computer input by
110111111 ARIEL TRUSS VANCOUVER WASH 360.574-7333 .
LUMBER SPECIFICATIONS TRUSS SPAN 14'- 0.0' Design conforws to Rain elndforce-resisting
TO: 2x4 OF 011BBTR LOAD DURATION INCREASE a 1.15 system and components and cladding criteria.
BC: 2x4 OF e16BTR SPACED 24.0' D.C.
Mind: 110 mph, hn20ft, TCDL-4.2,BCDL=3.0, ASCE 7.05,
TC LATERAL SUPPORT is 12'0C. tJON, LOADING Enclosed, Cat.2 Exp.B, MRS,BC LATERAL SUPPORT c- 12'0C. UON. LL) 25.0) DL( 7.0) ON TOP CHORD . 32.0 PSF interior zone, load duration factorrt.6
DL ON BOTTOM CHORD r 5.0 PSF
Connector plate prefix designators: TOTAL LOAD . 37.0 PSF Gable end truss on continuous bearing wall UON.
C,CN,CI8,CN1B )or no prefix) : CoaouTrus, Inc V•1u2 or equal typical at stud verticals.
M,M20NS,NIBHS,M16 s MiTek MT series LL . 25 PSF Ground Snow )Pg) Refer to CoapuTrus gable end detail for
coaplete specifications.
BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TO?
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY,
f 7-00 7-00
12 IIN-4x4 rz
8.00 N,8.00
iii
c tf 1r I:1
0 0
') 2.5x4 0-2.5x4
Jr Jr Jr
1-00 14.00 1-00
45OD PROFFss
J08 NaMEE�PARAi1JPE 4►hEK _81 Scale 0.4810 ���' ‘GINEF i,
WARNINGS: GENERAL NOTES,Lanes%dnerwrsendad. 4./ 1
I &rifler and emcoon contractor ahovd to ad,isad Of at Generat Notes 1 I Ns truss()eon n adequate tot use desp prarnctets shown.Rener. It
Truss: 81 and W arnags before construct.,rormences and approval n IM responsibnty of ore hoadrrg designer,not the
2.2sa mmpreasen wet bracag mull be mated wnere snown• toss desgner Or ergmeer, %I'',./fJ��}^
7.Aa lateral force rtsotnq etertlent3 such as ten,00rary and permanent 2 Deago assures one top and bottom dwrds to be tateraay braced at G v�
DES. BY: LA srwwy brxag muse be designed by engncr o4 complete senrCe,re 2•o d and r Iw'o C resps'S pd does bracer nrd,grput the•1erqd,by
Canprtrus asa,must rig desppnseb to,such«e contruous sneatnrg soon as Arwood sheatwg(TC)and/«dry eat C) OREGON ��
DATE: 6/5/2012 a ug a z•GO•s bodging«wnrbaono'Soured where shown••
4.No was should be appsed w any component urea after a1 bract.,and 4 Instanaton o truss is the rescMsCety d me respect,,raraact:a. �' N J
SEQ. : 520286 0 bstmer%re complete and at no tree shot Ad Wry wads greater than 5 Design assumes Brasses are lo be used n a non-corrosne environment ` �R E R e' O"
des
gn wads be spoeed to a and re f«'dry condense,-at use Q
TRANS ID: 3 40764 5 Comput rc has no toned r and, s rig rospotsibotr f«ev 6 Onsgn assumes tun bearnp at ell supports sown Sawn e.-.tog.d T Q'
tabncaeon,Mntag,Women{and rrstanaton d components
necessary.
1 n Demon ess assumes sdsquate drainage y orded / ' ,i R. C P�
6 Ins Casgn n forfeited rroptr to tM emedeo s sat tore,try a Pastes s i be wraxee on Pa h tacos of truss.and paced to tier center e I`I a
I III I(III IIII!VIII VIII it►I��IIII IIII /P1141 CA.,CSI.copes«w+scn sum be n:mnrRd upon request hoes oodci06 wsn pine amts Wes.
If II{ II{ III'fl I 9 ho, Crstes¢eofWWanncnas EXPIRES 12/31113 '
1.1■Tek USA.Inc iCompuTtus Software 7G.3•SPfi(tll-E to to talc cornecra rasa cleave valves see ESR-131 I.ESR-1989tMa'es)
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•
111011111 / This design prepared from computer input by
ARIEL TRUSS VANCOUVER WASH 360-574.7333
LUMBER SPECIFICATIONS '440-00 GIRDER SUPPORTING 35-06-00 FROM 6.01-08 10 14.00.00 IBC 2006 VAT MEMBER FORCES 48RIGOFICq=1.25 TCN
IC: 2x4 OF 0188TR LOADS AS GIVEN LOAD DURATION INCREASE = 1.15 (Non-Rep) '-2=1.5338) t274 1.4=(-1012) 4290 4-2=(-1252) 5528
BC: 248 DF SS 2.3.(.5338) t274 4-3=(-1012) 4290
WEBS: 2x4 DF 11188TR LOADING
ll = 25 PSF Ground Snow (Pg)
TC LATERAL SUPPORT <- 12'OC. U04. TC UN1F L11 50.0►+Dl( 14.0)= 64.0 PLF 0'- 0.0' TO 14'- 0.0' V BEARING MAX VERT MAX 6082 BAG REWIRED BRD AREA
BC LATERAL SUPPORT <' 12'0C. U04. BC UNIF LLI 0.0)+DL( 10.0)= 10.0 PLF 0'- 0.0' TO 6'- 1.5' V LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
BC UNIF LL( 418.8)•DL( 211.01= 629.8 PLF 6'- 1.5' TO I4'. 0.0' v 0'. 0.0' -7871 33104 -1181 1186 5.50' 5.30 OF ( 625)
Connector plate prefix designators: 14'• 0.0' •1245! 5234V -1181 1180 5.50' 8.37 DF 1 625)
C,CN,CI8,CN18 (or no prefix) = CoCpuIrus, Inc ADDL: BC CONC LL•OL= 2627.0 IBS 6 6'- 1.5'
M,M200S,M1(0S,1116 = WOO MT series Design conforms to Wain xindforce-resistin
B07TOU CHORD CHECKED FOR IOPSF LIVE LOAD. TOP g
ii
( 2 ) Complete trusses required.
Join together 2 ply with 3'(.131 DIA GU AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURREII*L y. System and coeponents and cladding criteria.
t+ Wind: 110 Mph, h-20ft, TCOL=4.2,8COL=3.0, ASCE 7.05,
nails staggered at:
t2' Sc throughout 2x4 top chords, Enclosed, Cat.2, Exp.B, !MFRS,
3' oc throughout 208 Dotton chords, interior zone, load duration factor=1.6
12' oc throughout webs. 7-00 7-00
(--_ -.- - ---��-__-� r -- -f
8.00.12 M-4x6 J 8.00
2 4.0'
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���,_D PROFFs
408 NAVE: PARANJPE 4 PLEX 82 _.. _ ___-_ ,__.,._� __ _ __ _...__Scale: 0.1106 \y �GINfi S"O
----- -. _. WARNINGS: - -- _.__ 68d1ERAI.t10T6a,wins bean dsaeded: -. - IG �i 'P
t.H+ads ant etecdod Contractot should be ad.4/e0 of all t1.ne.*Noon/ 1.This trust design a misguide kr Pe design parameters shawl.RaNew
4t-
Truss: B2 a d wandngr oeraro rnaen cewn eon.nences sod.pprovet is w a,pa/rlaay ore*wank g aaiq m.AO(We
2.2s4 comps/('web bracing mite be installed wnem shown•. muss designer a bed/engineer. j' ��. ��„
3.As unmet date restuno.dements wan as temporary eno in mnm,et* 2 2Resign DO. nd at 55'w bpm�e mu w shads*be emccSd OVoug a melt Of
bet
DES. BY: LA .aewy among suet be designed by desire,Ti camper emecare. oo„u,m,.,,/sasses%soca as*woad eeaateao(rc)anbm myw.a(ec1 • OREGON s
DATE: 6/5/2012 Canwn,ua assumes no remanmk+ny for stAn bracing s 2s impact WON)a*RN broom raw:ad*ewe shown•• Gt A -.,7
4 No load should be appded lei see component bag aem as areas and 4 hnrauaua,awed r w,eseeeseagr d ass respeoara cay.ca,r. 7
SEO. : 5202861 herd.(ire Canpra*endadnoraatrait any lads omelet Pun s Desigtnassumes busies melobeusedManon<mrw+ofoirdr.nma d OgEit6• �)
design leads be appeal bs any mnporrn•
mho an for'dry d ma.
TRANS ID: 340764 s Comwln,s snocava met amswoon notenpcnuay$ame a Design se"n«Ti d toeing r.em'po°'s semen Shim*reeve 0 T Q`-
6 This demon handles isshed .bkc1 a w 004110003 or casements a P aw a en bob$cesbd bust and pieced no Me*ands R G P�
Ilill1111111111111IIINllilllllll{Illllllll tPlx�tG"d1051 copies d»aa»r be furnished upon moms/ Dodsin0ceteel pet,n in wee ������tees coincide
651.5(iSA,tnc!COr.npuirus Software 7.8.3-SPe(1LpE o rot pawconnects.piste d`syvtaossee ESR-10f1.510.1963LtAtesl I EXPIRES 12/31/131
• t •
•
{ • This design prepared from computer input by
I'II�IIIII'I"I • ARIEL TRUSS VANCOUVER WASH 360-574-7333
LUVBER SPECIFICATIONS TRUSS SPAN 14'- 0.0' Design conforms to main sindforce•resisting
TC: 2,14 OF a18BTR LOAD DURATION INCREASE = 1.15 system and components and cladding criteria.
BC: 2.4 OF AIWA SPACED 21.0' O.C. Wind: 110 mph, h-25ft, TCDL-4.2,BCDL=3.0, ASCE 7-05,
IC LATERAL SUPPORT <- 12'0C. 6)076. LOADING Enclosed, Cat.2 Exp.B, MRS,
BC LATERAL SUPPORT <e 12'0C. 6)0N. LL( 25.0)=01.1 7.0) BOTTOM CHORD . 32.0 PSF interior zone, load duration factor=1.6
Connector plate prefix designators: TOTAL LOAD 37.0 PSF Gable end truss on continuous bearing mall U04.
C,CN,C18,CN18 for no prefix) - Compuirus, Inc V.1s2 or equal typical at stud verticals.
u,N20H5,u18H$,u16 - NlTek MT series LL = 25 PSF Ground Snoa (Pg) ', Refer to Computrua gable end detail for
tomplete specifications.
BOTTOU CHORD CHECKED FOR 10P5F LIVE LOAD. TOP 1 -
AND BOTTOM CNDRD LIVE LOADS ACT NON-CONCURRENTLY.
12
7.00 7. '.
CO
O
a
OD
N
a —e
0
11-2.5x4
y y ,1
1-00 14-00
4,?‘EO PROA-F
JOB NAVE: PARANJPE 4 PLEZ • C1 Scale: 0.4291 GAS"\+ aVINE 0.00
WARNINGS: GENERAL NOTES.amts:aseresse mated Qom' <G 'P rig
I. Salter and e•ecnor mnlracto,sMUtd De ad.ssed of as General Notes t TN,t•^.ns deign n a4equare to•the design pa,an ott-s stair.Rt.ei.
Truss: C 1 and LVarnngs De'ae corstrucoon commences and a p war n tne'esporsr+.re or a nu dmg desgmer.na re s'
2.20 combressm wen bracing must Dd'nataled wtere mown• Des-(*Style/auna buss ergrerr eV11-- s
�.NI wean face rnntag rarm+erm s.,<n as tempasry emd wmna"ent 2 Design 54 at I s the lop end bosom°seeds to w tatefry aaced at L
DES. BY: LA • Nab+ty tr.ac must De deigned des me,.d comneta sxucbne 7oc and at aoc rcspeII 9y o04 Caxedf1C)and/o mew.3,1E by q'
.s ms. Iup y 9 continuous sneam�nq such t br09 9 55 '6)4,.ot.y.h and/or drywarfBC1 CP -,.,..OREGON 01 J
DATE: 6/5/2012 metomihusumest.rrowycwfor i,tsracag 4 2n1mwMSM*t oiathe,alo'sorg,rotheIsera:fawn..
I NO bad atW W De appMCd to arty ComgdnMt VnN after all praprg and f Inmauarm d tons IS the responatD,rry of the tespecDsa contrachx �/�1_ 1 �
•SEC. : 5 2 0 2 862 fasteners are coshpete and a1 no Non shoed lasted"greater Pon 5 Design assumes quotes to De utte m a non-mrroswe emeon•oent e rJ r F_.6
dawn wads be towhee to any component.
aid ate'et-dry cptda:pn'of we
0 -
TRANS ID: 340764 5 Compel'nyhasroconeao„e'andI5 ,esrorosponsb+ryfame 6 assumes NIOmeyatatswoonsth w,Stilsawedge• Tj p t��Q
faaCatort hanong,:foment and installation of rxrtponents 7 Design assumes adequate d■anage,s two.ded /1 R. C P
I 6 This deign n Nmnned wb•ta to the Gnnanons Sal asrm os a to stag be located on both'aces ee Mss.and placed so tree[Wee l•f 1''it
I lIII 1 11111 III 11111 flII VIII VIII IIII i111 7diTe V A.Inc ICompuTNS Software 7 6 3 5P6(1 L)e t t7 a,bask comecott pate deign..Vet see ESR•Intl.05R-1948 Maeol
9 0911 moat. AAgolfatennr.es LEX?'1RES 12131/13
• m e
1411 II I I�IIII • e • e • •
This design prepared from computer input by
ARIEL TRUSS VANCOUVER WASH 360.574.7333
LUMBER SPECIFICATIONS
13-10-08 GIRDER SUPPORTING 35.06.00
IBC IC: 2x4 OF FIiBTR
BC: 2x0 OF SS LOAD DURATION INCREASE = 1.15 (Non-Rep) (.5 2006 $ MEMBER FORCES 42.5'; -lee; 25 TCM
WEBS: 2x4 OF STAND; 1.2=(•5076) 1220 1.5e; .61 0) 4272 2.5=( -feel 190
224 OF li88TR A LL = 25 PS,LOADING Snow (•Ql 3-4n( 4980) 1156 5 6-( -610) 2380 5.3'(•1244) 5412
'IC LATERAL SUPPORT �= TC UMIF It; 50.0)aDL( 14.0)- 64.0 PLF 0'• 0.0' TO 13'. 10.5' V
3.6=(•3910) 912
BC LATERAL SUPPORT c= 12'0C. VON, BC tRUE LL( 418.8)+DL( 211.0)= 629.8 PLF 0'• 8.4=I -126) 102
12'00. VON.
0.0' 70 13'- 10.5' V BEARING VAX VERT BOTTOM CHORD CHECKED FOR 10P$F LIVE LOAD. TOP LOCATIONS REACTIONS HEACMIOOH SIZE 7.7 REQUIRED 25)
Connector plate prefix`fix) ators: AND BOTTOM CHORD LIME LOADS ACT NON•CONCURRENTIY,
C,CN C18,CNla (or no prefix) = ors: rus, Inc 0' 0.$ 1150/ 4755v 2011 OH 4.00' 7.79 OF { 625)
M,M2blf$,M1.NS,M16 ' MiTek MT series 13'• 10.5' -1131/ d755V -2011 ON 4.00' 7.61 OF
�' ( 2 ) complete trusses required. ( 625)
Join together 2 ply with 3'x.131 DIA GUN
42z4 web brace required. Laterally brace to roof diaphragm.
nails staggered at:
AA13' on throughout 2x4 bop chords, Design conforms to aaln windforce•resisting
3' oc throughout 2x8 ottoa chords, system and components and cladding criteria.
12' oC throughout webs.
Wind: 110 eph, h=25ft, TCOL=4.2,BCDL=3.0, ASCE 7.05,
T f Enclosed, Cat.2 Exp-0, MRS,
5-02-13 4.02-01 4-05.09
12 ( interior lone, toad duration factor=1.6
End vertical(.; not exposed to wind.
7.00 1.1.5x4
-e
M-5x10
on
M-1.5x4 0
cm
•
M•5x16
cm it
CD or,a
.00.0t.
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7-05-10 y 6-04-14 j
)
13-10.08 y
J�NAME: PARANJPE 4 MAX • C2 ��ZFO PRQF C
T• - Scale: 0.3204 �
`I Wyman: GENERAL NOTES,w�ysf olMmye rgtcd. ..
Truss: C 2 I f Builder and erect on oonPs to shoed be advised of a+General Motes t /Ns tuns design b ���� �aG I t4 LC'6 �p
and Waring,before coeseucbn commences =N reSpon to for the he bud ding design 1 own.Revk a Q'
2 2s4 and approval y the responsrWrty of the budding designer.rot Inn r
compression web bracrg must be entailed where shown•
Inns designer or truss ergneer.
DES. BY: LA 1 t,,force rn.eung etlments wcn a s tenlpoary and permanent 2 2 0 C assumes Te ECG and bottom dhords to ba Ioterasy bated at
stobarty csso must be designed by designer of(`Asset`sire e. Continuous agte ai c respeas D1 uNey braced ttvdugnpi,t Ides argtn Dy `Gv/ (�.
DATE: 6/5/2012 camput ua assumes are:pons drty fa such raring s r e such as Wywopd eneaew q(TC)and •d 9
4 No toad sham be a mad b 2�t srroa]txrfgirs a taterr pram 7'east CI OREGON
SEQ. : 5 2 028 6 3 pp' any grant until after as&song a.•%1 4 Instasaton of Puss is Ow respbna�required where shown•.
fasteners are Compete and at no tine stwd arty bads greater than 5 Des 'bi1e e a resoectiro centracta to �h � J TRANS ID: 340764 CO Sg.∎pads be app'ed t)an t� gn ass✓nes Wsaesosbbe wed nanon�oros ecmron anC r ponen[. and ate for'dry cpyebn'of we 5 ComOUT,.has no coned o.e•and assumes no respmspi,ry for me 6 Dee1g assumes tux bea'rm9 at a.•i subPal3 N,own Srm a w ff 0 ��f- OV
fob-cation.hand rig.sngnent an5 rnlbsatgn of tOnponenl3 necessary. C7ge ..?...y...7 Devon III�II II I(IIII(IIII(IIII(IIII I II IIII IIII I Pt',',ICA n nC511 copes d th.0 sal be ttwnsned won 8 Pia sna',e bdlN nn Wet'aces Of buss.aN P'XEd.o MSS center R. V r`N
`West hoes rorxae war jot p center rhea 4. G.ll f
T.6 Tek USA.Inc iCornptr Trus Sofnward 7.6.3-SP6(1 LYE 1p Mass corenncn,p in gnu`s I EXPIRES rote deign wrens see ESN 1311.ESN 19de1(Nhin EXPIRES 12/31/13
.t •
q�'Ir`p n( a
•
• This design prepared from computer input by
�NIAl1lUlil� • ARIEL TRUSS VANCOUVER WASH 360-574-7333
UMBER SPECIFICATIONS TRUSS SPAN 13.- 0.0' Design conforos to main aindforce-resisting
1C: 2x4 OF eIBBTR LOAD DURATION INCREASE = 1.15 s1'sten and components and cladding criteria.
BC: 2x4 OF 1186TR SPACED 24.0' O.C.
WOO: 110 nph, h=20ft. TCOLn4.2,BCDL=3.0, ASCE 7-05,
TC LATERAL SUPPORT <n 12'OC. VON. LOADING Enclosed, Cat.2 Exp.B, MRFRS,
BC LATERAL SUPPORT <= 12'0C. UON. U.) 25.0)001( 7.0) ON TOP CHORD= 32.0 PSF interior zone, load duration factor=1.8
DL OH BDT1011 CHORD = 5.0 PSF
Connector plate prefix designators: TOTAL LOAD = 37.0 PSF Gable end truss on continuous bearing wall UGH.
C,CN,CIB,CN1B for no prefix) = CompuTrus, Inc M-1x2 or equal typical at stud verticals.
M,M2OHS,M18H5,016 =ellek VT series LL = 25 PSF Ground Snow (Pg) Refer to CoepuTrus gable end detail for
complete specifications.
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
6-06 6-06
d
12 12
E.00!? IIM-4x4 .. 8.00
v
it
)1-2.5x4 M•2.5x4
1, k __ ; ;
1-00 13-00 1-00
��aEO PRop .
JDB NAPE: PARANJPE 4 FLEX - D1 _ _ Beall: O.SIT1 \� GIN�6.ta �0
.._- WARNINGS: GENERAL NOTES,orders other-arse notes _ .. �4V tN
I Builder and dectlon cordate),should Der ad.ued of as Genera Notes I. This buss Oesgn s adequate for ea detgn paraenesn%torn.Roomy f
Truss: D1 and W mn:^gs Pepe tmsbucDOn commences and approrau is me responstity of ero btedeed designer,not the ''.•
2 2.4 compreaon web*Wang most ee nstahed*twee sheen• boas desire a Duo sng'r¢e-. / /�s�v+
3 Al lateral Iwo.moving e,emenrs loch as temporary and pe.menen 2 gip^and at I assumes the respen twmnrn 5,aas to De uu+aW dated at G
Yoe and at to 0 c respecarery unless braced throughout erorte,�gth by
DES. BY: LA sisterly Dewing must be designed Dr desq er of compete a upwe co-T+oc,n shearing such as plywood ohsaOdro(TC)and/or aysaltec I OREGON 1�^� J
DATE: 6/5/2012 fomparn a assvnea no respan Wry to such pacing 9 il 2d/woad wooing a ors at yeti g neq nri sews a stwsn•• nT
a No bad snood be upped to any component ono)aver d/0 eraong and 4 tns:arabon of buss n the eepons�baty of the reapecent contractor. �/
SEQ. : 5202864 lament's are compete and at no lone s>to Od any loads greater mar 5 pesgn assumes busses are to De used n a ton Corrosive eno`onmeni r OQ F �l` Q
desgn'oaas De 019,.d to any component and ors'city bandaron'of use.
TRANS ID: 340764 5 Lo mC„Inn eras coned ore and assumes nD'eapon,onry to the 6 Design ess assumes as tearing at all suppp s snorer.Ste n a*edge
fob cater.nand..,g.,MC+nere and nat.x.5dn of components 1 oesIgn ssumes adequate aaem. re provided / TT R. G P*.
6 1 se Cosign a Ivn est>ed subject Io the tsmtatons set'drew h 8 Plates spas be Iacocca on One races d was.and paced so Ter Center G I lI' ��
111111111111111111111111111111111111111 Inn 1vtCAnnc; orepudwtucnwfs Da hummed PD(Irepast 9 Ogts adcate so.d t center tin recess,COChtta
f.i ulck USA.the;CompuTrus Software 76.3•SPG11L)-E IDkrbas::con neato pa:edas wn•a,JesseeFSaut+.ESRIMOituT06f I EXPIRES 12/31/131
n e e
S IIl�lll�lflll'I • • • design prepared
from by -
LUMBER SPECIFICATIONS 13.00-00 GIRDER SUPPORTING 35.06.00 FROM 6.01.08 TO 13.00-00 ZBC 2006 MAK MOUSER FORCES 419/GOF/Co.1.25 TCM
IC: 244 OF 915819 LOADS AS GIVEN LOAD DURATION INCREASE a 1.15 (Non-Rep) 1-2'(-4806) 1166 1.4-1-924) 3920 4.2=7-11481 5066
BC: 2x8 DF SS 2-31-48861 1166 4-3-1-924) 3920
WEBS: 264 OF 1168TR LOADING
LL . 25 PSF Ground Soo. (Pg)
TC LATERAL SUPPORT a' 12'0C. UON. IC UNIF LLI 50.01+DL( 14.0). 84.0 PLF 0'' 0.0' 10 13'. 0.0' V BEARING MAX VERT MAX HORZ BRG REQUIRED BOO AREA
BC LATERAL SUPPORT c' 12'0C. U011. BC UNIF LL1 0.0)+D1( 10.D)4 10.0 PLF 0'- 0.0' TO 6'- 1.5' V LOCATIONS REACTIONS REACTIONS SIZE SO.1N. (SPECIES)
BC UNIF LL( 418.8)+01( 211.0). 629.8 PLO 6'- 1.5' TO 13'- 0.0' V 0'- 0.0' •697; 29320 -110/ 1108 5.50' 4.69 DF 1 625)
Connector plate prefix designators: 13'. 0.0' -1170/ 4918'V -1101 110H 5.50' 7.87 OF 1 6251
C,CN,C18,CN18 4or no prefix) • CospuTrus, Ono AOOL: BC 60NC LL•OL' 2627.0 IBS 5 6'- 1.5'
M,M2OHS,1118HS,M16 s MiTek 111 series
BOTTOM CHORD CHECKED FOR 10P5F LIVE LOAD. TOP Design conforms to pain aindforce-resisting
1;]
( 2 1 complete trusses required. system and components and cladding criteria.
AND 80TTDM CHORD LIVE LOA05 AC7 NON-CONCURRENTLY.
Join together 2 ply■ith 3'x.131 DIA GUN wind: 110 mph, h=20ft, TCD1,4,2,8COL=3.0, ASCE 7.05•
nails staggered at; Enclosed, Cat.2, Exp.8, URFRS,
12' oc throughout 2x4 top chords,
3' oc throughout 20B bottom chords, interior zone, load duration factor=1,6
i2' oc throughout{*ebs- 6-06 6.06
12 11-426 t2
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*los
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JOB NAME: PARANJPE 4 PLE0 • 02 __ _ Scale: 0.4880 \� GINS w./
WARNINGS: GENERAL NOTES,we3.ahenersenotee. . .- w t� F,Q 2
I %skier and wewor,contractor shaod be advised of as General Notes 1 this tryst design K adequate to 1he design parameter,y,pwn.Review rt. t-
T r u s s: D2 and Warnings before construction opnvnences. and approve!es the responsory of the twidmq designer,not the ,
2.2,4 compression web bracing roust Co mabNad whoa shown• W5s aesgrw p truss anpe,err. •• w,1,.. ,
I.At lateral force resistkq a amerts sums••te,npprany and pem,anent 2.tpnsfg sssw,ws a,a top and bottom e y to mods to be laterally booed at G
DES. BY: LA stabs bac+>q mot be designed el designer et cornpl.%s31.as" roc.and at iv o c...peavey unless bated trwugha,t thee tenth by
ay COnOnUtu3 sroadwq such as plywood sheathing/1C)ot.n drlwatq C) OREGON ',
Computrus assumes no roe any 000*mr such!Hang 3 is Impect ondg,rg or later*baonp nqured where Brown•.
DATE: 6/5/2012 i!1
a eb wad aroma be apptiM m any cvroorsarn unpl a!1er an ww.g end a natsaaron d Ws,a the nsoonza=ay a tsb resoace a mrmaaw � v
S E 0. : 52 0 2 86 5 fasteners a,.complete and at no one StoraO any toads greater man 5 Design assumes busses ve to be used n e non-carosrre enveonment �4/r R u
desgn bads t o a p,edso any mrnpaent era are tp+'my rondabn-Oi use n
TRANS ID: 340764 S CMautnSNISnoC g,C0b+anandaSYAM,npteepPMti,t,fp u, 6 Design assumesArrgearingatrts ppMSsho n Seem orwedgee TT[� t���'
fatrraton.handy stbmert nod n,tasabon of convonent, •T. C rl
"9• 7 Dasgn asbeescaedon do cn isp sea / /j
e LNS aesgn n f nssned S of o tO tM 10.t tn3 set fpm M 8 gab i y'c be wd ed on btet tKe3 p this.ant aat.0 Sp b ee dente G t J 1
i 11111111{11 IIII IIIII IIIII,I{Il 1111111111111 tp"V" eC9,ivpwS pr wh f wa vie u m fired upon rewe,t Mies concate sa of pal pat ein.ses
q Foras,lcootHieofats nnMo' ` EXPIRES 12131113'
MrTek USA.Inc/C:ompu irus Sgltware 7.6.3-SP6(1L)-E tg Fa gas,conrecton pacedesq•..a'ues snr ESR13it.ESR-teDe llJiTes1•
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• This design prepared from computer input by
41111111111 ARIEL TRUSS VANCOUVER WASH 360-574-T333 .
LUMBER SPECIFICATIONS TRUSS SPAN 13'• 0.0' Design conforms to main windforce-resisting
TC: 244 DF MITI LOAD DURATION INCREASE = 1.15 system and components and cladding criteria.
BC: 2x4 OF 0118TR SPACED 24.0' O.C.
Wind: 110 mph, h=25Tt, TCOL.4.2,BC0L=3.0, ASCE 7.05,
IC LATERAL SUPPORT a 12'0C. UDR. LOADING Enclosed, Cat.2 Exp.B, MFRS,
BC LATERAL SUPPORT .. 12'0C, UON. LLI 25.0)00L( 7.0) ON TOP CHORD = 32.0 PSF interior zone, load duration factor=1.5
Dl ON BOTTOM CHORD = 5.0 PSF
Connector plate prefix designators; TOTAL LOAD : 37.0 PSF Gable end truss on continuous hearing .alt U0d1.
C,CN,C16,CNIB (Or no prefix) = Computrus, Inc 11-1x2 or equal typical at stud verticals.
M,M20HS,M18NS,4116 = WITCH MT series LL = 2S PSF Ground Snow (Pg) Refer to CompuTrus gable end detail for
complete specifications.
50TT011 CHORD CHECKED FOR 10PSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
12
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JOB NAME: PARANJPE 4 PLEX - E1 Scale: 0.4468 ra\•�. aV1N� mac,
__—V.,-___ ___ WARNINGS: GENERAL NOTES,unless oeerww0e holed —�--- �Q/ �i F,-P `7-
I.euaee-and erector contractor should be ad sled of at Genera NoteS I Ted truss desgn is adequate'or the dnnpn parameters shown.Roo em
Truss: E 1 and w'''9s before construcoo'commences and approval a tee respenstbsty of ne wilding designer.rot the ,
2 2,14 compression web tramp must De in staled where*noon• Was designs a 5011 engineer. �e Li�,
3 Al taterat face resistsg Venoms suet es temooray are pee-none,x
7 w,.en a=*«reel ma en and bottom rnonds to no u+raxy enaced at
V
DES. BY: L A st00riy bracnq must De desrsred d compete structure roc.and at 10'o e 5016 p y unless braced throughout then by
by eesgner contxwo.sheatMd such as p'ywood sheaOtin e,C)ard/nr drys d OREGON ry
DATE: 6;5;201 2 i Ho assumes no respon*nor to suds beavrq 1 2=tarot tr,dgusg a alma 0aarp,eWmed where,down•• Cl,
4-No bad sexed be applied to any caroonent unbt aver Al Owing aro 1 tnstalatm of Ives e,the napensoraty of me respects+.txntractoe. 1 v
S E 0. : 5202866 , mwann.re complete and at time second any bads greater than 5 Design assumes trusses are to be used n•nonoorrovve enveonment �� •_ V O
,badsoe.pcaeda,any�=ten! aroa=efaao
TRANS I D: 340764 4 s eompurnn has no coned over and assumes no tesdxnsohty ter the 6 0osgn assumes we beating at at suppor4100 n.Sum a*W9e a j Q
necessary. /
310._ C
hbricalon,Mndla+p,shipment and nstaaabxn d components T [MSp aasu+nea.deq a!e dean t•)e is provided l
tlll�I`I I 11111111111111111111111111111111 I This design is furnished sub)ect to tee Imetatons net forth py 8 pates Nuts too located on 00th races of toss.and placed so thee tante, e'. L' %I
l flll� lAiTex USA.Inc lCampuTrus Sofnv a 7.6.3 SPO(f L Est o tonnes bas.ccnnect. at drep v s see p5R-1731.ESR-1955(1.17.k) E X In I R E J i 2131;13
•4 •
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•
•
• d from C input by' ARIEL VANCOUVERWASH 360-574-7333 This
.
LUMBER SPECIFICATIONS 12.10.08 GIROER SUPPORTING 36-06-00 IBC 2006 MAx MEMBER FORCES 4100/GOF(Cq=1.25 TCM
IC: 2x4 OF 111810 LOAD DURATION INCREASE r 1.15 (Non-Rep) 1.2=(4250) 1022 1.4e(412) 3414 4.2=(•1034) 4580
BC: 248 DF SS 2.3- -124) 100 4.5=).796) 3348 2.5'(-4296) 1022
WEBS: 2x4 OF STAND; LOADING 54.( -148) 122
2x4 OF *11810 A LL , 25 PSF Ground Snow (Pg)
TC UNIF Ll) 50.01+DL1 14.0). 84.0 PLF D'- D.0' TO 12'- 10.5' V BEARING MAX VERT MAX BOAZ 8110 REQUIRED BOG AREA
TC LATERAL SUPPORT <a 12'0C. UGN. BC UNIF LL) 418.8)+0t( 211.0). 829.8 PLF 0'- 0.0' TO 12'- 10.5' V LOCATIONS ONS' .1076/ACTIONS 2tREACTIOOS SIZ0' $0.10 ISPECIES)
BC LATERAL SUPPORT <e 12'OC. UON.
BoTTDM CH0R0 CHECKED FOR IOPSF LIVE LOAD. TOP 12'• 10.5' -1048/ 4408V -212/ OH 4.00' 7.05 OF 4 825)
Connector plate prefix designators: AND BOTTOM CHORD LIVE LOADS ACT NOM-CONCURRENTLY.
C,CN,C18,CNI8 (or no prefix) a Compuirus, Inc 42x4 web braes required. Laterally brace to root diaphragm.
1111 M,M20RS,M18HS,M16 s Milek MT series ( 2 ) conplste trusses required.
Join together 2 ply with 3'4.131 DIA GUN Design conforos to oain windforce•re$isting
nails staggered at: systeo and components and cladding criteria.
12' oc throughout 2x4 top chords,
111l 3' oc throughout 2x8 bottom chards, Bind: 110 mph, h.25ft, TCOL•4.2,8CD1a3.0, ASCE 7-05,
�i 12' oc throughout webs. Enclosed, Cat.2, Exp.B, yarRS,
interior zone, load duration factor'l.8
7.00 09 5-09-15 End nertical(s) not exposed to wind.
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JOB NAVE: PARANJPE 4 PLEB - E2 Scale: 0.3088 ` )N n �C`r/p
WARNINGS: GENERAL NOTES,antes,oe.ewde noted' -..-___ _.___, .�,/ V �`
I 13,04er and creche.contractor 1mars De advised of a`General Not I 1 tut Ives desgn is adequee for the desgn Car neters shown Renee l r.
Truss: E 2 and Wemcys Wont construction corn once, and app'o.al is the responsto&ty of the bol0ng designer.not the ..•
2 2.4 con•trnsion wed bemery meet to rn Staled*hoe shoe.• inns designer or inns*0900'. !!r�`.
3 As nteret bees ressstrg elements such as tempavy are permanent
00.101...'•"t•Ps top and 0000m[coos to Os uterssy traced at G 4
2'o c and at ICY o c.respech,nty unrss traced trrouro,'then length by
DES. BY: LA stabiity decry met De de=pend by designer of compote structure contoouous sheatnng such as plywood sheathing(iC)ended dry..ae(RC) OREGON
DATE: 6/5/2012 ; Compurrus assarnee no.e,pons el ty for 14041 bracing 3 7x tmpad oedgtog or'goat Posing,ngslaed whets shown•• (n (1T 01 ---y
li 4 No toad sfo,dd be applied to any component unai aner e.txeang and 4 Insta�talon of truss is the responsie ty of oho reweave contreaa. - y 1 y
8E0. : 5 2 0 2 8 6 7 fasteners an complete and it no lane shook"any treads greater than 4 Desgn tsstmltf trusses are be used in a non-corrosive enrv0Rmenl, h't E R l\
design bats De•beind to any component and ale sor'city cad4bn'04 use V
TRANS ID: 340764 5 Cutqutry,has no comet and assumes no nespon body ID,Tt 6 Dee�ynSee,s�mts lad bearay at an suppatS St.pan SMmd wsdgee T/ {7\'
fabei[stbn,haM shipment and lnsudatan of cdnponentt y '{. C F` _
•y 7 Design assures adequate drainage truss.end I�
6.This easyn a fumshad wbpa to the Nn<etons set forts 049' 8 plates,ties he totayd on trot.!alas of Wes.end dazed s0 R+ar cantor j!wolf,Olt center fres.
111'11 lt1 11 X1111 1 1 111111 1 1I ! AliTek USAnInCICOptrTfus Software 7 B$' 1(L 10.Fa anrs Caw cwe�c'K oa a desgn vNUes set ESR-1312.ESR 196.311•srTak) I EXPIRES 12/31/13 1
9 DVSS.:cote sue o!plate in niches.
4 . a •
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e
M Ir •a • This design prepared from computer input by
I aI1 ' ARIEL TRUSS VANCOUVER WASH 360-5T4-7333 -
LUMBER SPECIFICATIONS TRUSS SPAN 16'- 0.0' Design conforms to wain windforce-resisting
IC: 2•4 OF aliBTR LOAD DURATION INCREASE = 1,15 system and components and cladding criteria.
BC: 2n4 DF 418BTR SPACED 24.0' O.C.
wind: 110 mph, h'20ft, TCDL=4,2,BCD1=3.0, ASCE 7-05,
TC LATERAL SUPPORT <= 12'OC. UON. LOADING Enclosed, Cat.2 Exp.B, VIERS,
BC LATERAL SUPPORT <e 12'0C. VON. LLI 25.0)+014 7.0) ON TOP CHORD = 32.0 PSF interior zone, load duration factor'1.6
DL ON BOTTOM CHORD t 5.0 PSI
Connector plate prefix designators: TOTAL LOAD = 37.0 PS7 Gable end truss on continuous bearing mall UON.
C,CN,Cta,CNta )or no prefix) = Coapuirus, Inc M-1x2 or equal typioal at stud verticals.
M,112GHS,V1sHS,M16 =ViTek MT series LL . 25 PSF Ground Snow (PG) Refer to Comouirus gable end detail for
complete specifications.
BOTTOV CHORD CHECKED FOR IOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
8.00 8-00
12
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JOB fNALIE: PARANJPE I PLET - rI Scale: O.48B1 �N5 aGINE- �I?
WARNINGS: GENERAL NOTES,unless Ogteraesannted k 1)
t Rudder and erector Contractor shwb be advised of as Genera Notes 1.This truss design is adequate fat the design parnmetez Shown.Reviev. r-
Truss: F1 and Wa'nngs before construction enavnencea dad approval a the asponNA*ty of the budding designer.nor the
2 2.1 compression web treeing must be meteaed where shown• mss designer m truss engineer. / �.
3 At lateral have reant.9 element,Weil es temporary end permanent 7 Design nd at 10-tiro•alp and bottom cf•ada to De wtere9y mated at 4_
DES. BY: LA Napier b most be de *Winer of comdete seuatee Tn C.end at 10 o c.such PfI unless mated throughout than length by
ty ex+t!g desired tprv,r„,dr,alnorm*ngad,tn.app.,.pedanp,wngfrcl.taroraryd.acl • OREGON �
DATE: 6/5/2012 Compr:Trtn assumes no respan0Mxy fa*urn m«mg 3 z.Impact t>odgug a later*meong required ehere shown•• CI ,CI ---!
I 110 load mould Der paced to any COm at.nt until after a'DraGrg and 4 Instawror of truss n the respond Eo ty of the reaperno.contractor V
SEQ. : 5202868 fasteners are complete and at no rata sMuld any bads greater than 5 Design aasuaes Wessel are be used a mm�SOrroxoe environment l °QE R b- O
design loads be applied to any component. an,are for.�condemn' I use
TRANS ID: 3 40764 s CarouuTn,a has no cone&ode,ono e3Nlnea he nriponsMry fd the e.reomn assumes"beaong et W.,poorn crown stow a erode.0 TT :Q'
necasaary. R. CP
fatrcalwn.Minden,shipment natacabon of tpmddrerxa. R 7 Design assumes a*,oaa drainage is&ch,ded /1.1#
� e this&gn•furnished subfect to the vn W torn set ban DY s Plates sra.be boxed on odes faces of tons.sod paced so the.cents..
Ili/{II II>II 11111 MI l{Ill iIII ll Ell' L1 Tek� �I : m�lTti�m� P6 E"` Imes at 0°.lets 9� auea ace ESR-13 E5R-19130 Mid eh/9 Dgnomcidesu gent centet
ntncres EXPIRES 12/31/13 i
•
This design prepared from computer input by
• ARIEL TRUSS VANCOUVER WASH 360-574-7333
LUMBER SPECIFICATIONS
TC: 244 OF 41118TR TRUSS SPAN 6'- 3.0'
BC: 2x4 OF 116810 LOAD DURATION INCREASE = 1.15 IBC 2006 MAx MEMBER FORCES 4161/GDf/Cq-1.25 tCY
SPACED 24.0' O.C.
1•2=( •44! 35 2-4=(0) 0
TC LATERAL SUPPORT <: tt'OC. UON. 2.3=(-123) 105
LOADING
BC LATERAL SUPPORT ee 12'OC. UON.
LL( 25.0).01.1 7.0) ON TOP CHORD = 32.0 PSF
OVERHANGS: 12.0' 0.0'
EL ON BOTTOM CHORD = 5.0 PSF
BEARING MAX VERT MAX NORZ 8RG REQUIRED BRG AREA
TOTAL LOAD 37.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
Connector plate pretax desigpnators: 0'• 0.0' BR IONS 1111 OH 5.50' 0.51 ( 625)
C
Connector (or of prefix) . CoepuTrua, Inc LL = 25 PSF Ground Snow (PQ) 5'• 11.0' D/ OH 2.00' 0.13 OF
Y,Y20NS,Yt8N5,Y18 = YLTek YT series 5'- 3.0' -57/ rely -111/ OH 2.00' 0.27 OF 1 6251
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ( 625)
REQUIREMENTS OF IBC 2006 AND IRC 2006 NOT BEING SE1.
X
BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP 510" conforms to Bain•indforce-resisting
system and coeponents and cladding criteria.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCUARENiIr,
Kind: 110 mph, 11=20ti, iCD1.-4.2,8COL=3.0, ASCE 7.05
6-03
Enclosed, Cat.2 Exp.B, MI1FpS,
'I' interior zone, load load faetor=1.6
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JOB NAME: PAMIUPE 4 PLEX • Gt
��ED FROG
WARNwvs: __—. ___.. __...�, Scale: 0.5158 FSS
/+
I NU O one ereaon contractor anoutd 6EMERAL NOTES,unless O emise ndetk \� a�j 1 T'� CC ��
Truss: Ci 1 one Wanner cton cant or sh be adnfed of as Genera,Nptes I Ttd DVSs des on re adequate fee re detapn pararneten shown.Review
w apgreyat rs the responses -
2 2.4 corwession web beery mast be instased otee shown•
tnnf designer a truss amine., "q d "a ° �� '''.4.' �1
DES. BY: L A 3 Ai tate.:kvoe resting elements such as temporary onto permanent 2 n ara{nrer the top sod bsean chords to be,ateray braced of
DATE: 615/2012 «ndy brad.;assumes no nns ones by Designer d compete leave 2°79, s•rhea o c moeca ey crones braced trvoryrout then length by , /Cj-1��
a Co bad poesewy for rush arax) Impact b nng or■ues as dying re ff,ea]Mr ere Wiesen•dryar✓ C)
S E 0. : 5202869 demo be appsed M any component unto after se°sang and 3 mstaoatbn of trun n the re ponnwdy 01 the where o,,rn s•
to �,�OREGQN ,�
listeners are complete and at no tone should any bads greaten than 5 Owen assumes trusses are to be used�n a non-carrosrree environment.
TRANS ID: 340764 des9n leads be awned M any COmponenl and onto' n 1� �J
5 CornpuTtus be no coot.,.sans one assumes no nos 'dry condition'o d use f. b• UV
d Design n urumef full a•
fabrsrallipn,nem,do g.shipment and hsurnaon of caix+cnrr.tN fa d e neei ry. bearing at an supports shown Slim or wedge
11111 VIII VIII VIII(IIII VIII VIII IIII III INS design h hateshed suteeot to the nmeatcns net tae s a �assumes adequate rd on ern faces e K frost.e
i PIl.+ISG w SCSI.copies d which 00 be fcir odGd yppn rO en! �tM a be 1te on Batt faces Of hut.end G`n
kef corscide wan Ica p at,,o Leer placed so Weir center �./C./
MI Rik USA,PncJContptainhs Software 7 6 3-SP6 t L-E 9 �'ry nd.cste stn of plate es notes / !l�
t 1 ID For bass,conneda pate design vatrea see E3R-1311,ESA•to98(tATet j) 1 I
EXPIRES 12131/13
e
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BEAM SPAN = 7 . 5 FT. MAIN (e) A N
BEAM CARRIES ROOF/SNOW LOAD
LOAD CASE 1 UNIFORM LOAD ON FULL SPAN
LOAD = 490 PLF .
LOAD CASE : 1
SAWN BEAM USED:
FB= 1350 PSI .
FV= 85 PSI .
FC PERP = 625 PSI .
E= 1600000 PSI .
MAXIMUM SHEARS , MOMENTS, AND DEFLECTIONS :
V = 1531 M . 3445 D = 21 . 8 /Ix
REACTION (LEFT) _ 1837 . 5 LES . BEARING AREA REQ 'D = : . 94 IN2 .
REACTION (RIGHT) = 1837 . 5 LES . BEARING AREA REQ'D = : . 94 IN2 .
`7/G r-.27 LM
SX = 26 . 62802 IN3 .
AV (MIN) = 23 . 49361 IN2 . / 11'
MINIMUM BEAM SIZE = 5 . 5 X 7 . 5 ?- t , Gx 8 C:-
MAX. DEFLECTION = . 1127434 INCHES = L/ 798 . 272'
A(PROVIDED) = 41 . 25 IN2 .
SX (PROVIDED) = 51 . 5625 IN3 . D.F. = 1 . 05: 1
IX(PROVIDED) = 193 . 3594 IN4 .
fb = 801 . 7455 psi .v/-
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MPc( 1.1 -
BEAM SPAN - 16 . 5 . )?2 MAIN (f)
BEAM CARRIES ROOF/SNOW LOAD
LOAD CASE 1 UNIFORM LOAD ON FULL SPAN
LOAD = 440 PLF .
LOAD CASE 2 UNIFORM LOAD ON PARTIAL SPAN, LEFT
LOAD = 888 PLF.
A= 6 . 5 FT. FROM LEFT SUPPORT.
LOAD CASE 3 POINT LOAD AT ANY POINT
LOAD = 5718 LBS .
A = 6 . 5 FT. FROM LEFT SUPPORT.
LOAD CASE 4 POINT LOAD AT ANY POINT
LOAD = 6093 LBS .
A = 16 . 5 FT. FROM LEFT SUPPORT.
LOAD CASE: 1
LOAD CASE: 2
LOAD CASE: 3 8A`fARO A MENTRUM
LOAD CASE: 4 /
9 ,*e ,r !
GLULAM BEAM USED: Cp •r• �'L CON
FB= 2400 PSI . e."")� vO
FV= 165 PSI. 4" OF OQ�j
FC PERP = 625 PSI . l`
E= 1800000 PSI .
MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS :
V = 9905 M = 47181 D = 1164 /Ix
REACTION (LEFT) = 11730 . 55 LBS . BEARING AREA REQ 'D = 18 . 76887 IN2 .
REACTION (RIGHT) = 13112 . 46 LBS . BEARING AREA REQ 'D = 20 . 97993 IN2 .
SX = 205 . 1348 IN3 . )C I"Z7
AV (MIN) = 78 . 3004 .
MINIMUM BEAM S I Z = 5 . 125 X 16__5__ � (_ j
MAX. DEFLECTION = . 606720I--TI1TCHES/ = L/ 326 . 3448
A(PROVIDED) = 84 . 5625 IN2 .
SX (PROVIDED) = 232 . 5469 IN3 . D. F . = . 9652349
IX (PROVIDED) = 1918 . 512 IN4 .
fb = 2434 . 658 psi .
BEAM SPAN = 15 . 5 FT. SEC (1) ALT
BEAM CARRIES ROOF/SNOW LOAD
LOAD CASE 1 UNIFORM LOAD ON FULL SPAN
LOAD = 650 PLF.
LOAD CASE 2 POINT LOAD AT ANY POINT
LOAD = 4675 LBS .
A = 4 . 5 FT. FROM LEFT SUPPORT.
LOAD CASE: 1
LOAD CASE: 2
GLULAM BEAM USED:
FB= 2900 PSI .
FV= 290 PSI .
FC PERP = 650 PSI .
E= 2000000 PSI .
MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS :
V = 7516 M = 31376 D = 664 /Ix
REACTION (LEFT) = 8355 .243 LBS . BEARING AREA REQ'D = 12 . 85422 IN2 .
REACTION (RIGHT) = 6394 . 758 LBS . BEARING AREA REQ 'D = 9 . 838089 IN2 .
SX = 112 . 8972 IN3 .
AV (MIN) = 33 . 8051 IN2 . ((rr
MINIMUM BEAM SIZE = 5 . 25 X 14 ?Qv'A11 Cl V\ 1r)/� -4
MAX. DEFLECTION = . 5531029 INCHES = L/ 336 . 2846
A(PROVIDED) = 73 . 5 IN2 .
SX (PROVIDED) = 171 . 5 IN3 . D. F. = . 983018
IX(PROVIDED) = 1200 . 5 IN4 .
BRG LENGTH REQD (LEFT) = 2 .448423 IN.
BRG LENGTH REQD (RIGHT) = 1 . 873922 IN.
fb = 2195 .405 psi .
$V41)ARC,
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BAYARD A MENTRUM n
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BEAM SPAN = 14"5 FT. SEC (1) 1-41/14 / yl/t
• BEAM CARRIES ROOF/SNOW LOAD
LOAD CASE 1 UNIFORM LOAD ON FULL SPAN
LOAD = 650 PLF.
LOAD CASE 2 POINT LOAD AT ANY POINT
LOAD = 4675 LBS .
A = 4 . 5 FT. FROM LEFT SUPPORT.
LOAD CASE : 1
LOAD CASE : 2
GLULAM BEAM USED:
FB= 2400 PSI .
FV= 240 PSI .
FC PERP = 625 PSI .
E= 1800000 PSI .
MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS :
V = 7516 M = 31376 D = 738 /Ix
REACTION (LEFT) = 8355 .243 LBS . BEARING AREA REQ'D = 13 . 36839 IN2 .
REACTION (RIGHT) = 6394 . 758 LBS . BEARING AREA REQ'D = 10 . 23161 IN2 .
SX = 136 . 4174 IN3 .
AV (MIN) = 40 . 84783 IN2 .
MINIMUM BEAM SIZE = 5 . 125 X 13 . 5 6L10
MAX. DEFLECTION = . 702332 INCHES = L/ 264 . 832 ( urr
A(PROVIDED) = 69 . 1875 IN2 .
SX (PROVIDED) = 155 . 6719 IN3 . D.F. = . 9869982 Pre.faraz"
IX (PROVIDED) = 1050 . 785 IN4 .
BRG LENGTH REQD (LEFT) = 2 . 608466 IN.
BRG LENGTH REQD (RIGHT) = 1 . 996412 IN.
fb = 2418 . 626 psi .
01911t4P:04
BAAMENTRUMa
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