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LUMBER SPECIFICATIONS 30- 0- 0 MONO HIP SETBACK 6- 0- 0 FROM END WALL ANSI/TPI 2 MEMBER FORCES 4WRG0
LOAD DURATION INCREASE = 1,15 + 1 1- -3160 B 1- 2566 W 1- -40 W 6= -1158
SIZE SPECIE GRADE PANEL(S) 1 2= -2986 B 2= 2936 W 2= 672 W 7= 1342
TOP CHORDS: LOADING T 3- -2534 8 3- 2698 W 3- -630 W 8= -2464
2x 4 OF #r2 1- 6 T 4= -2850 6 4= 1582 W 4= -192 W 9= -324
BOTTOM CHORDS: TC UNIF LL( 50.01+OL( 14.0)- 64.0 PLF 0' ,0" TO 9' .0" VERT T 5= -2182 W 5- 342
2x 4 OF 02 1- 4 TC UNIF LL( 100.0)+DL( 28.0)= 128.0 PLF 9' .0" TO 30' .0" VERT T 6= 0
WEBS: BC UNIF LL( .0)+UL( 20.0)- 20.0 PLF 0' .0" TO 30' .0" VERT
2x 4 OF STAND i- 9 LEFT = 2082 RIGHT = 2262
• TC CONC LL( 375.0)+DL( 105.0)= 480.0 LBS @ 9' .0"
TC LATERAL SUPPORT <= 12"13C, UON. I!! BEARING AREA REOUIPEO (SO. IN)
BC LATERAL SUPPORT <= 12"OC, UON. ( 2 ) cOmplete trusses required. JOINT 1 3.33 OF / 5.14 HF / 4.90 SPF
1. Join octhtogetherroughout With tlSd chComordsmon nails staggered at JOINT 11 3.62 OF / 5.59 HF / 5.32 SPF
NOTE: 1X3 BRACING AT 24" D.C. FOR % op ,
ALL FLAT TOP CHORD AREAS NOT SHEATHED. tit
12" oc throughout bottom chords,
1..1 12' oc throughout webs.
Note: Stagger splices on adjacent members, /�
9-00-00 21-00-00
9-00-00 13-08-06 7-03-10
8.00 f2 C-4x6 C=2.5x6
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C-2.5x6 C-2.5x7,7 C-2,5x4,3 C-2,5x4.3(5) C-3x4.31
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Scale: 1/4" �xF[fZ .1._ ,G
/31/C13
D NAM WEST HILLS# #PH22 044 T,jtis design prepared from computer input bi ARIEL ,
WARNINGgr General Notes,unless otherwise noted:
s
1. Road• General Notes end Warnings before construction of vusses• 1. Design to support loads as shown.
2. 'hider and erection contractor should be advised of all Goner.'Note.and 2. Design assumes the top and bottom chords to be laterally braced atDE S]gas conforms t b UBC-97 An Ver; 1.08(1L1
Warnings before construction commences. 2'•0 o,c.and at 12'-0"o.c.respectively.
3. 1x3 compression web br■dng must be Installed when shown 4. 3. 2x4 Impact bridging or lateral bracing required where shown + +
DA-1E: 7/26/2002 4. All Wend force resitting dements awfi.rl•m Graf and erm.nenl Meshy. 4. Installation of truss is the responsibility o the respective contractor,
must be designed and provided b designer temporary
t g' 5. Design assumes trusses are to se used in a non-corrosive environment,
y goer el complete atructma, and are ler"dry condition'of use
computrus assumes no responsiblilty for such bracing. 6. Design assumes full bearing at all supports shown.Shim or wedge if Inc.5. BY: w` 5. Na bad should be applied to any component unfit after all brsdng and necessary, CornpUTrUs I I
fasteners era complete,and at no time should any loads greeter than design 7. Design assumes adequate drainage is provided.
bads be eppged to any component.
e. Plates shall Melt
on bath lacca of truss,and placed so their center
SEQ.: 852026 0. cemputfua has no control over end assumes no responsibility for the Imes coincide With 101nt center lines. Nt•A WI tut r'ws:opn n.'orAM.nm SYS rE to
tebdwtten,handling,shipment9. Digits indicate size of plate in inches. m"
g and Instelegen of eompanents. 10.For basic design values of the Conlon-us Plate,indicated by the prefix
7. This design Is furnished subleel to the imitations on truss designs sal faith "C",see I.C.B•O.R.R.421 1,
by 1a.Tru..Mete Institute In'esaebm Wood Trusses.tins-st-.a over el 11.The Con-m11ms Nn ht.lertu, Pian.I.in,48,-ni.,-I by rho rn.fl•.'rrl-.th. - -"
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LUMBER SPECIFICATIONS TRUSS SPAN 30'- .00" ANSI/TPI SINGLE MEMBER FORCES 4WRGO
LOAD DURATION INCREASE - 1.15 T 1- -717 B 1= 0 W 1= -1087 W 6= -153
SIZE SPECIE GRADE PANELS) SPACED 24.0" D.C. T 2= -610 8 2= 1212 W 2= 843 W 7= -324
TOP CHORDS: T 3- -1325 B 3- 1394 W 3= 69 W 8= 407
2x 4 OF #2 1- 6 LOADING T 4= -1151 B 4= 1280 W 4= -842 W 9= -151
BOTTOM CHORDS: LL( 25.0)4DL( 7.0) ON TOP CHORD - 32.0 PSF T 5- -1359 W 5= 251
2x 4 OF R2 1- 4 OL ON BOTTOM CHORD = 10.0 PSF* T 6= -1576
WEBS: TOTAL LOAD = 42.0 PSFX
2x 4 OF STAND 1- 9 e5 PSF REDUCTIONTAKEN ON LEFT - 1106 RIGH- = 1114
BOTTOM CHORD, AXIAL STRESS ONLY.
TC LATERAL SUPPORT <- 12"OC, UON. 11! BEARING AREA FlEOUIRED (S0. IN)
BC LATERAL SUPPORT <= 12"0C, UON. JOINT 8 1.77 DF / 2.73 HF / 2.60 SPF
NOTE: 1X3 BRACING AT 24" O.C. FDR+) JOINT 7 1.78 OF / 2.75 HF / 2.62 SPF
ALL FLAT TOP CHORD AREAS NOT SHEATHED. 3-00-.00 Ty,P, HI
7-00-00 T 11-00-00 T 12-00-00
8.00 12 12 .
N,8.00
C-4x6 C-4x6 \
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y 10-00-00 20-00-00 y 4127,1T ,..w.r.
30-00-00 --y -- --..�,. %03
Scale: 1/4"
JOB NAME: WEST HILL5IP IPH -044 desi•a r e. ed fro com.uter inrut b ARIEL
WARNINas: Oenetbl Notes,unless otherwise noted:
1. Read oil General Notes and Warnings balm construction of musses. 1. Design to support loads as shown.
2. Cued.r sod erection contractor should be advised of ell GenraPNetes and 2. Design assumes the top and bottom chords to be laterally braced'at esign conforms to UBC-97 An Ver: 1.O8(1 L)-M
Warnings before eenetruetlon commences. 2'-0 o.c,and at 12'-0"o.a.respectively.
3. 1x3 compression web braving must be Installed where shown+. 3. 2x4.Impact bridging or lateral bracing required where shown+ +
DATE: 7/26/2002 4. AN lateral lunoe resisting alamanta sed,a bmperary and prmanenl bndng, 4. Installation of truss is the responsibility of the respective contractor.
C must be deigned and provided by designer et complete structure.
6. Design assumes trusses aro to be used In anon-corrosive environment,
Cumputrus assumes no responsibility for such btadn 9 and are for"dry condition"of use.
o Y g Design assumes full bearing at all supports shown.Shim or wedge if �'+
DES. BY: S. No lead Should be complete,
a to any component until loads
at brining and necessary, - CnmpuTr 11S Inc.
fasteners ma complete,and at no time should any loads greater than design 7. Design assumes adequate drainage is provided.
leads be applied to any component. 8. Plates shall be located mi both f aces of toss,and placed so their center
SEG.: 8 S Z 2 7 e. computnu has no control over and assumes no responsibilityfor the linea coincide With)Dint center lines. nrau,r
9. Digits indicate size of plate in inches. Aci,.'naiG.EflINEEMn1.coNre.rre sysrtars
fahrk.tlen.h.ndling,shipment and Installation of components. 10.For basic design values of:the Computrus Plate,indicated by the prefix
T. Thb design Is furnished subject to the lImeatlons on lrus■design.rat torn, "C",see I.C.B.O.R:R.4211.-
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LUMBER SPECIFICATIONS TRUSS SPAN 30'- .00" ANSI/TPI SINGLE MEMBER FORCES 4WRGO
LOAD DURATION INCREASE= 1.15 T 1. -600 B 1- 0 W 1= -1093 W 6= -208
SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= -867 B 2= 499 W 2= 838 W 7= 323
TOP CHORDS: T 3= -730 8 3- 832 W 3= -625 W B= -440
2x 4 OF #2 1- 5 LOADING T 4= -98B B 4= 1187 W 4= 286 W 9= 74
BOTTOM CHORDS: LL( 25.0)40L( 7.0) ON TOP CHORD 32.0 PSF 1 5- -1447 8 5- 1187 W 5= 75
2x 4 OF #2 1- 5 DL ON BOTTOM CHORD = 10.0 PSFx
WEBS: TOTAL LOAD - 42.0 PSF LEFT = 1107 RIGHT - 1113
2x 4 DF STAND 1- 9 115 P56 REDUCTION TAKEN ON
BOTTOM CHORD, AXIAL STRESS ONLY. BEARING AREA REQUIRED (SO. PA
TC LATERAL SUPPORT <= 12"0C, UON. !!! JOINT 7 1.77 OF / 2.73 HF / 2.60 SPF
BC LATERAL SUPPORT <= 12"DC, UON. JOINT 6 1.78 OF / 2.75 HF / 2.62 SPF
NOTE: 1X3 BRACING AT 24" O.C. FOR 'Si` !!!
ALL FLAT TOP CHORD AREAS NOT SHEATHED.
•
10-00-00 "( 5-00-00 15-00-00
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30-00-00
Scale: 3/16'
=NI JUU NAME: WEST HILLS# #PH -044 Tris d-si. .re.ered from com.uter in.ut b AR1EL
WARNINGS: General Notes,unless otherwise noted:
1. flood.5 General Stats,and Wamlnga bets,:sons-010stlofl of tsu,oeo. 1. Design to support loads as shown. Design conforms to UBC-97 AriVer: 1.OB(1L)
2. Builder end rection contractor should be advised of as Gonad Notes and 2. Design assumes the top and bottom chords to be laterally braced at
Warnings before construction commences. 2'-0 o.c.and at 12'-0"o.c.respectively.
3. 1s3 compression web bracing must ba Installed where shown+. 3. 2x4 Impact bridging or lateral bracing required where shown + +
!. Afl I trai Ira resl,tMg damanls such a,tempenry and permanent bracing, 4. Installation of truss-is the responsibility of the respective contractor.
DATE: 7/26/2002 S. Design assumes trusses are to be used in a non-corrosive environment,
". must be designed and provided by designer or complete structure and are for"dry condition"of use.
Dementia.assumes ne responsibility for such bradns• 8. Design assumes full bearing at all supports shown.Shim or wedge If
DES, BY: f/\, 5. No load should be applied to any component until after all bracing and necessary. CtimpuT�us Inc.
r fastener.re complete,and at no tlma should any bade greater than design 7. Design assumes adequate drainage Is provided. Y
lends be applied to any component. 8. plates shall be located on both laces of truss,and placed so their center
SED.: >,5 2029 0. Cemputtus has no control over and assumes no rerporolblRly for the Lines coincide with Joint center lines. mw,cc r,nHtift.tn,aftint P.corar:'rrn sysrrms
9. Digits indicate size of plate in inches.
fabrication,handling,shipment and mstaaation of components. 10.For basic design values of the Computrus Plate,Indicated by the.prefix
7, This design Is furnished sub(eet to the!Wagons on truss designs set forth 'C",see I.C.B-O.FM.4211.
by the True.Mete In,Gtute rn'Bradng wand trusses.1.118.51-.•cone of 11.The Cnmounuo Da ser nm,Nero I"in.lienle./hr rh.nr.rir"rrr^ N.. - _ �' •s
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LUMBER SPECIFICATIONS TRUSS SPAN 30'- .00" ANSI/TPI SINGLE MEMBER FORCES 4WRGD
LOAD DURATION INCREASE - 1.15 T 1= -600 8 1- 0 W 1- -1093 W 6= -205
SIZE SPECIE GRADE PANEL(S) SPACED 24.0" D.C. T 2= -867 B 2= 499 W 2= 839 W 7= 323
TDP CHORDS: 7 3= -730 6 3= 632 W 3= -625 W 8= -440
2x 4 OF 12 1- 5 LOADING T 4= -988 B 4= 1187 W 4= 266 W 9= 74
BOTTOM CHORDS: LL( 25.01+DL( 7.01 ON TOP CHORD - 32.0 PSF 7 5- -1447 B 5- 1187 W 5= 75
2x 4 DF #2 1- 5 DL ON BOTTOM CHORD = 10.0 PSF11
WEBS: TOTAL LOAD = 42.0 PSFlf LEFT = 1107 RIGHT - 1113
2x 4 OF STAND 1- 9 115 PSF REDUCTION TAKEN ON
BOTTOM CHORD, AXIAL STRESS ONLY. BEARING AREA REOUIREO (SO. IN)
TC LATERAL SUPPORT <- 12"OC, UON. 11! JOINT 7 1.77 OF / 2.73 HF / 2.60 5PF
BC LATERAL SUPPORT <= 12"OC, UON. JOINT 8 1.78 OF / 2.75 HF / 2.62 SPF
!ll
2'-di OCA
10-00-00 17-06-00 •
12 C-1.5x12.6',' d`X�+'x4e3
12
8.00V C-4x6 ``®p�6. C-5x6 8.00 **2x4 stripping, required as shown.
C-2.5x4.'3'6 ' r= -JP- C-,2:5x4.3 Join to bottom section of truss with
,
.o
7 1100o, (2) 16d nails and top section with (2)
16d toenailed to stripping. Stripping
spaced at 24" o.c. maximum.
C-2.5x4.3 C-2.5x4.3
C 4x4.3 I
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I 10-02-04 4-07-08 15-02-04 y - Y �, .- 1� ( { ,1f : y%30-00-00
Scale: 3/16"
smINII
JJOOUJt AL1�E: WEST HILLS NPH22-044 Th' desi.n cared from c.m.uter i •ut b ARI
WARNINGS! • General Notes,unless otherwise noted:
1. Read as General Holes and Warnings before construction of tosses. 1. Design to support loads as shown. Oesign con farms to UBC-97 An Ver: 1.011(1L)-61
2. Builder and erection contractor should be advised of at General Rotes and 2. Design assumes the top and bottom chords to be laterally braced at
Warnings before eenstruetlen commences. 2'-0 c.c,and at 12'-0'o.c.respectively.
3. 2x4 Impact bridging or lateral bracing uired where shown + +
.1,3. 1,3 compression web bracing must be Installed where shown , g gg ra G
4. AN lateral teres reslain elements cud,o tem 4. Installation of truss rs the re bility of the respective contractor.
DA 1 E: 7/26/2002 g porary snd permanent bracing, to be 5. Design assumes trusses are to be used In a non-corrosive environment,
must be designed and provided by designer of complete structure. and are for"dry condition"of use.
Cnmpulms assumes no responsibility for such bracing. 8. Design assumes fullbearing at all supports shown.Shim or wedge if
DES. BY: 1., G. No lead should be applied to any component until alter all bracing and necessary. /\CurnpuTrus (1 ey 11.
listeners aro complete.and at no tlm.should.ny bads greater than design 7. Design assumes adequate drainage Is provided.
loads he eyelet!to any component. 8. Plates shall be located on both faces of truss,and placed so their center
SEG.: 852 0 3 0 8. ComptAnrs her no control ever and assumes ere responsibility for the lines coincide with joint center lines. m.ncu..-nous.Err,oier err,,.rntaPUr En<rcrEa,S
fabdeallon,handling,shipment and Inst■lfedon of components. 10.Digits basiccidesi size values plate h inches.
n 'Cr design of the Computrus Plate,indicatel by the prefix
7. Thl,design Is furnished subteen to 1M amnasbns en tots carton,set forth "C",see LC.8.0.n.f1.4211.
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LUMBER SPECIFICATIONS TRUSS SPAN 35'- .00" ANSI/TPI SINGLE MEMBER FORCES 4WRGD
LOAD DURATION INCREASE = 1.15 T 1- -1765 8 1- 1447 W 1- 74
SIZE SPECIE GRADE PANEL(S) SPACED 24.0" D.C. T 2= -1311 8 2= 1447 W 2= -427
TOP CHORDS:
2x 4 OF *2 1- 5 T 3= -1103 8 3= 1103 W 3= 315
LOADING T 4= -1311 B 4= 1447 W 4= 0
•
BOTTOM CHORDS: LL( 25.0)+0L( 7.0) ON TOP CHORD - 32.0 PSF T 5- -1765 B 5- 1447 W 5= 315
2x 4 OF *2 1- 5 DL ON BOTTOM CHORD = 10.0 PSF* W 6= -427
WEBS: TOTAL LOAD - 42.0 PSFN W 7- 74
2x 4 OF STAND 1- 7 lt5 PSF REDUCTION TAKEN ON
BOTTOM CHORD. AXIAL STRESS ONLY. LEFT = 1295 RIGHT = 1235
TC LATERAL SUPPORT <- 12"OC, UON. Itj
BC LATERAL SUPPORT <= 12"OC, UON. BEARING AREA REDUIREO (S0. IN)
•
JOINT 1 2.07 OF / 3.20 HF / 3.05 SPF
JOINT 5 2.07 OF / 3.20 HF / 3.05 SPF
15-00-00 2-06-00 i 1 I
17-06-00
12 C-1.5x2 ,16 /, 1 'G�j4x4.3 T :�
8.00/ 12
C-4x6 4*,C 5.5x6 Q8.0o **2x4 stripping required as shown.
C-2.5x4.ail -^, -L2':,5k4.3 Join to bottom section of truss with
** y** **' (2) 16d nails and top section with (2)
16d toenailed to stripping. Stripping
spaced at 24" o.c. maximum.
C-2.5x4.3 C-2.5x4.3
c----.,
+ + '
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Scale: 3/16° 35-00-00 y �"ti=.`Ef,>�� 'e";tu
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museJ01E: WEST HILLS* MPH2_-044
This desi.n • e•ared from com.uter ii.ut b ARIEL
lMMISMIIII
WARNINGS: General Notes,unless otherwise noted:
1. Read as General Notes and Warnings before construction of Immo. 1. Design to support loads as sho Wn.
2.Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at
Wamingsbalers construction commences. 2'-0 o.c,and at12'-0^c.c.respectively. Design conforms to UBC-97 AnVer: 1.08(1Ll-M
3. 1,13 compression web bracing must he Installed where shown t. 3. 2x4 Impact bridging or lateral bracing required where shown . -r-
DATE: ���
7 6/2002 4. All latent force resisting elements such es temporary and permanent bracing, 4. Instaliation of truss b the responsibilny o the tespeotive wntraclor.
must be designed and provided by designer of complete structure. 5• Dealgn assumes trU35ea are to be Uaed in asoh-corrosive envirarnnent,
computrus assumes no responsibility for such bradsand are for"dry condition"of use.
o• 0. Design assumes full bearing at all supports shown.Shim or wedge if r•e
DES. BY; S. Na lead should be applied to any component until.Nes all bredng and necessary. CLJRI uTrus Inc.
fasteners Ba complete,and at no time should any loads greater than design 7. Design assumes.adequate drainage Is provided. P
loads be applied to any component, 8. Plates shall be localedon both laces el Iruas,and placed no their renter
.3E0.: 852031 e. Cemputtas ha.no control over and assumes no respensbMty for the lines coincide with joint center lines. m.0 a�c,i a,„M.rn,earmng core,an s srsrt rns
labdatlon,handling,shipment and Installation of components 9. Digits indicadesign
ign values plate in incus.
7. Thi.design Is furnished subject to the limitations on buss design.set forth 10.For basic lie .0 11 0 of the Computrus Plate,indicated by the prefix
by the Truss Plate loarnur.L.-a...a...w__..-..--. ,.....,-g ,, .C",see LC.B-O.R,n.421 I.
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LUMBER SPECIFICATIONS TRUSS SPAN 35'- .00 ANSI/TPI SINGLE MEMBER FORCES 4WRG0
LOAD DURATION INCREASE = 1.15 T 1- -1728 8 1- 1404 W 1= 74 W 7= -426
SIZE SPECIE GRADE PANELS) SPACED 24.0" O.C. T 2= -1281 8 2= 1404 W 2= -404 W 8= 408
TOP CHORDS: T 3= -1081 B 3= 1078 W 3= 292 W 9= -361
2x 4 OF 02 1- 7 LOADING T 4= -1374 B 4= 1208 W 4= 7 1110= 893
BOTTOM CHORDS: LL( 25.0)+0L( 7.0) ON TOP CHORD = 32.0 PSF T 5- -1816 8 5= 1376 W 5= -366 W11= 207
2x 4 OF 02 1- 7 DL ON BOTTOM CHORD = 10.0 PSFI( 1 6= -2798 B 6= 1669 W 6= 793
WEBS: TOTAL LOAD = 42.0 PSFII T 7= 3051 B 7= 2451
2x 4 OF STAND 1-11 I(5 PSF REDUCTION TAKEN ON
BOTTOM CHORD, AXIAL STRESS ONLY. LEFT = 1293 RIGHT = 1297
TC LATERAL SUPPORT <= 12"OC. UON. !f!
BC LATERAL SUPPORT <= 12"0C, UON. BEARING AREA REWIRED (SD. IPJ)
JOINT 1 2.07 OF / 3.19 HF / 3.04 SPF
JOINT 8 2.08 OF / 3.20 HF / 3.05 SPF
!II
**2x4 stripping required as shown.
Z,t,r,.,. Join to bottom section of truss with
15-00-00
2-06-00 (2) 16d nails and top section with (2)
11-06-00 16d toenailed to stripping. Stripping
� C-1.5xti;f 6 � G�:4X4.3 '( � PP� g• PP� g
8.00 12 C-5.5x6 ,/ C-5x6 12 spaced at 24" o.c. maximum.
2 e 5x4 e.3 i:_ te r.,.; G-24544`3 8.00
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y 15-02-04 4-07-08 15-02-04 y
S sass i„41/031
Scale: 1/8" 35-00-00
sngiJOB (AME: WEST HILLS# #P 2-044
hi se '•n •re•ared f om com.oter bout b ARIEL
WARNINGS, General Notes,unless otherwise noted:
1. Read all General Notes and Warnings before construction or trusses. 1. Design to support loads as shown.
z. Builder end erection connector should be advised of ail General Notes and 2. Design assumes the top and bottom chords to be laterally braced at0es i lin conforms to UBC 97 AnVer: 1 08(ILI M
Warnings before construction commences. 2'-0 o.c.and at 12'-0"o.c.respectively.
3. 1.3 compression web bracing must ba installed where shown t. 3. 2x4 Impact bridging or lateral bracing required where shown 4 I-
DATE 7/26/2002 4. All Wend farce resisting elements Each as temporary and permanent bneing, 4. Installation of Truss is the responsibility of the respective contractor.
must be designed and provided bydesigner 5, andDesare assumes condititrusseon"
are of Use used in a noncorrosive environment,
goer of complete structure. and are for'dry.condition" use.
computrus assumes no responsibility for such bracing. B. Design assumes full bearing at all.supports shown.Shim or wedge if
DES. BY:t YVL 5. No load should be applied to any component until after oil bracing and necessary. CumpuTrus Inc.
fasteners we complete,and at no time should any loads greeter the.design 7. Design assumes adequate drainage Is provided.
loads be applied to any component. 8. Plates shall be located on both(aces of fru-s,and placed so their center
sEO.: 8 52032 6. computing,has no control ever and assumes no respomlblety for the lines coincide with joint center lines. n run;.wr^srEfnvm cnmpen en sr^.IF.tc
fabrication.handling,shipment and Installation of components. g. Digits indicate size of plate in inches.
10.Fot basic design values of the Computrus f late,indicated by the prefix
7. Tlds design Is furnished subject to the limitations on tnnf designs fel to .. .B.OK 4
,see I.C ,. 21 1..
t
I 111)1111;iiii 11111111111111111 11111 11111 11111 liii lilt ,
m LUMBER SPECIFICAIION5 TRUSS SPAN 35'- .00' ANSI/TPI 2 1EM6f0 FORCES 48160
LOAD DURATION INCREASE 1.15 + 1 1- -1720 0 1- 1404 If 1= 74 W 7- -426
r . SIZE SPECIE GRADE PANEL IS) SPACED 24.0'..0.C. 7 2= -1282 8 2= 1404 W 2s -404 N O. 408
l0P CHORDS: 1 3• -1080 8 3= 1078 N 3e 292 M 9• -362
2x 4 OF S2 1- 7 LOADING T 4= -1374 B 4= 1208 K 4= B MIO. 894
c'1 BOTTOM CHORDS: LL( 26.01+C/1-I 7.0) ON TOP CH0I1D 32.0 PSF T 5= -1816 8 5- 1376 M 5- -366 1111. 206
2x 4 OF' P2 1- 7 OL ON BOTTOM CHORD 10.0 PSF■ T 6= -2790 B 6= 1560 II 6= 794
Lr-.. WEBS: TOTAL LOAD - 42.0 PSFI - T 7= -3050 B 7= 2452
c-3 2x 4 DF STAND 1-11 115 PSF REDUCTION TAKEN ON
ROT TDB CHORD, AXIAL STRESS ONLY. LEFT = 1292 RIGHT = 1298
1C LATERAL SUPPORT 4- 12'00. VON. III ,
BC LATERAL SUPPORT c. 12'0C, UDM. GEARING AREA REOUTRE❑ ISO. IN)
1 2 ) complete trusses required. JOINT 1 2.07 OF / 3.19 HF / 3.04 SPF
Join together with 160 Coronion nails staggered et
• 12' oc throughout top chords, Juni 8 2.08 DF / 3.20 of / 3.05 SPF
12' oc throughout bottom chords, 111
12' oc throughout webs.
COND, 2: 6500.00 IBS DRAG LOAD.
at-15-00-00,-s:e,tb a,c k,o my
15-00-002x064-00' 17-06-00 •
T T t=4x4:.:3 1' **2x4 stripping required as shown.
12 . C-7x7,1 12N. 8,00 Join to bottom section of truss with
8.00 C-I.5n2.6 C-7x7.7
,�i�, {2) 16a nails and top section with (2)
C-2 a 5x4.r3'= - - C 2..5x4.3
16d toenails to stripping. Stripping
C-2.5x4,3 spaced at 24" o.c. maximum.
"' C-2.5x4.3 •
�•, C-2,5x7.7 ;_r
�t-
C-2.5x4.3 �ti��o PaoFF�ci. � (f w�'S414 0
o Q /441k\\,.
F o f�� pt `SrO .�' sj,
r
ce 1 ".
C/3 ,...1„..1 II&.....1., c4t9 • 'P. T- , C/D . ri.- % 'r4 ,
C-2.5x4.3 I ,'
1_ o -4x6 C-1.5X4.3 C-2.5x4.3 C-5x6 C-5x9.4 /61
C-5x6 C-5x9.4
2)C-1.5x:2.6 (11 • ;. ON ,a� „-7
78 A-
2.)C-1.5x2.6 * 2x wedge C) BER d`��(�" ' � `7STf� 9
.. ::74,00 4.00 0- bi`�. Q- Akr
112 12 �, CNC'' orw �'�'
i00-05-08 - =0=00 -- --)2--mo=os-----------406-40-
- EXPIR S 12/3.1/03 •--- -ExPmES 6110103 - ----- ----_-
d y 15-02-04 4-07-00 15-02-04 y
Scale: 1/e' 35-00-00 •
JOB NAME: S ILLS, /• _2-04• Ibis des', eared from co .uter ihwt b ARIEL
c1 WATIMIGS: Genital Holed,Mess otherwise noted:
Ca 1, Road sa emend Notes and Wasbtp behderaat...eera el Imam. 1. Dnlgn to supped loads as slpvm.
Cs 1./Maw.seroBaan..n«.R..d,.wa»ed.eeaerac.uealt4 es and 2. Designassulsesthet�edbottomdardstobelaterallytoceda�esign eontorns Lo t1AC-97 ArVer: I OR(IL)-!4
Ws.e&p t»M1n.eeebwLe mmme,m. Y•Q o..•.and al 12' o.e;1eepecllvely.
3. to moped...=Many sort be Int=end rtw..harm r-
3. 2114 Impart bidginq of Tilers!bracing required vrhere=hewn
06 4. 1..414912n a Ince u the responsibility of the res cline oanheeter.
DATE: 8/ 7/2002 4. N Wend fon*whams ala`unto ma'ay tanymaay iiid prnnanani*deg' S.Oeyiign aesthetes Woes are to be used i1 a nomcwtoslye meriomlent,
mum be dafloat end provided by dodoes of wept de*voters and ate for'dry mtlditia n'al use.
•
eompn6t..horns he..ypsislWy b anal brining. B. Design assumes hill bearing at all supports ahovm.Shin,of wedge If
s. n.I..d.b.w e.apt.e.d to MI cen�,.na t=na►n.r bn.s,e.nd rroccoa �,arripuirus inc.
DES. BY; dT•
Q !Monona,.s..plde,end V no IIroI dn,dd awry leach tato Mon dulpt 7. Dealgn assr,rnss adegoala dr alnsgK 6 provbt.d.
loads lie'Wed to any component. II. Plate aha be located on bothlam of Was,and placed so theft tartlet
say: e.n..p rn.I..nn nre1.1...and e.etrtnna a...p.n,tdely N.41.. liner coincide NOe int anter lines. IMMOCnewa.FROM DWG.mm�nnrn sr.:flan
$65445 9. r.,i,..t,,ttesaeofplateinMc11es.
\M.3.11.t.hmal.9,eHpp.d end leefiea.n el eseparrb. I U.For basic design val;res or Ma cornainnus Wats,indicated by the'worn(
7. 0,6 deet n le woad.'.laeci.e aloe anesll.n on nu.s die set forth 'C'•ars I.C.e.O.R.R..4211.
by me True net.b.tllutolete.dna.Weed tore..,lin-s1`.a mpy.1 I I.The Campsme Ikt Section Piste is Indy ated by the press'CN',lie
rMdt.11 b.Mtdl.d by Cet poem upon request. _ designator 1119 indicates 18 ere.malate/is used.All Whets are 20 ere.
, ,IllIllIllil II rr • .
_..pa_.._. Illlll111111111111111111lllllllllllilii!
LUMBER SPECIFICATIONS
•
TRUSS SPAN 35'- /MUD ANSI/TPI SINGLE MEMBER FORCES 4GD
SIZE SPECIE GRADE PANEL(S} LOAD DURATION INCREASE - 1.15 T 1= -3066 8 1= 2464 W 1= 209 W 7= -336
TOP CHORDS: SPACED 24.0" O.C. 1 2= -2812 8 2= 1681 W 2= 892 N 8=
2x 4 OF i- 7 -5
T 3= -1870 B 3= 1386 W 3- -369 hi 9= 311
BOTTOM CHORDS: LOADING • 1 4= -1440 B 4= 1177 W 4= 437 W10. -428
2x 4 OF #2 LL( 25.0)40L( 7.01 ON TOP CHORD - 32.0 PSF T 5= -1089 8 5= 1091 W 5- -425 W11= 74
i- 7 DL ON BOTTOM CHARD 10.0 PSFlt
WEBS:
T 6= -1296 8 6= 1436 W 6= 809
2x 4 OF STAND 1-11 TOTAL LOAD = 42.0 PSFIf 7 7= -1750 B 7=
Its FSF REDUCTION TAKEN ON 1436
TC LATERAL SUPPORT <. 12"OC, UDN. BOTTOM CHORD, AXIAL STRESS ONLY. LEFT =
Irl 1303 RIGHT = 1287
BC LATERAL SUPPORT <= 12"0C, UDN.
BEARING AREA REDUIRED (SD. IN)
JOINT 1 2.09 OF / 3.22 HF / 3.07 SPF
•
JOINT 8 2.06 OF / 3.18 HF / 3.03 SPF
CD__
ll)
-t-c y.;
15-00-00 . 2-06-00 17-06-00 **2x4 stripping required as shown.
C-lie 5x2 1./6 T C-r4'4'e3 Join to bottom section of truss with
8.00 12 C-4x9.4 . ` C 5x6 12
�-2.5x4=i.3`"' ."" B.OD (2) 16d.nails and top section with (2)
. C 2.5x4.3 N 16d toenailed to stripping. Stripping
C-2,524.3 PP � g• pping
10
spaced at 24" o.c. maximum..
C-3x6+ C 2.5x4.3 ,1
t E0 PROF-.
C-1.5x4.3 o
o gi,C-4x6Akiiii, t7
k,C'� c I d
119, `��
r
C 5x6 C-2.5x4.3 C-5x6 f
C 5x6 C-2.5x4.3 C-1.5x4,3 C 424.3 cs �0-%'"" . a .
2)C-1.5x2.. 6,. ,. :•1.."....-4., 2)C 1. 5x. 2.6 %� ', ;�.-
1�4.00 *`2x wedge 4.001 .` ���`, � �,r,,r��,.
12 �'N; !, r1R'
:-06- 0 11-01-00 2-OOy00 19-05-00 y 1-%;f'lr,r. '=
1, 15-02-04 4-07-08 15-02-04 )'
Scale: 1/e" 35-00-00
J00 NAME: WEST HILLSA
e��
WARNINGS:
dPH22-0q4
This design prepared from computer input by ARIEL
1. Read all Gemmel Notes and Warnings before construction of trusser. General Notes,unless otherwise noted:
1. t loads as shown.
2. Builder and"onion contractor should be advised of all Oeneral Notes and 2. Design assun to mesrthe top and bottom chords to be laterally braced at
Warnings before construction commences. Design COflfOrmS tp (IBC-97 AnVer: f.08(fU-M
2'•0 o.c;and at t2'-0 oer respectively.
3. 1o3 compression web bracing must he Installed where shown•. 3. 2x4 Impact bridging or lateral bracing required where shown+ t
DA 1 E: 7/26/2002 4. All lateral force resisting elements such so temperoy and permanent bndng, 4• Inatallatlon of truss is the resporuibihty of the respectiya Contractor. 111111111/
'm.d be designed and provided by designer of complete structure. 5• and ar assumes conies are fo use.Used In anon-corrosive environrnent,
computes,assumes no responsibility for such bradny. and are for`dry condition"of
DES. BY: Y�� C. No load should be epplIedto an ce B. Design assumes full bearing at all supports shown.Shim or wedge if
Comp«s■r.cern y for such
until after ep bndng and necessary..
Wet.•end.r ire sena ahead any loos.mot.,m■d a..lgn 7. Design assumes adequate drainage is provided. ComPUT1'�s Inc.
SED•: 8 5 2 0 3 G teeds be applied to'my component. 8. Plates shall be located on both Iaces of truss,and placed no their center
B. compwnes ha.no control oust and assumes no responsibility for the lines coincide with joint center lines,
g• Digits Indicate.size of plate In inches. - M"IIIIfAC flle■IG ENG,IEEnarG.COMM.IVI CYStEMS
fabrication,handling,shipment and Installation of components.
7. This design Is furnished•ublect to lb.16.1.#6......e....-a-.r-_-__••-.. 10.for.basic design values of the COInWhns Plate IndiratrA by rFl"nur;v
(liii liii 1111111hIll 1111111111111111111111111ILII
LUMBER SPECIFICATIONS TRUSS SPAN 35'- ,00" ANSI/TPI SINGLE MEMBER FORCES 4WRG0
LOAD DURATION INCREASE - 1:15 T 1- -3066 8 1- 2464 W 1- 209 W 7= -336
SIZE SPECIE GRADE PANELS) SPACED 24.0" O.C. 1 2= -2812 B 2= 1681 W 2= 892 W 8= -5
TOP CHORDS: T 3- -1870 B 3- 1386 W 3- -369 w 9- 311
2x 4 OF #2 i- 7 LOADING T 4= -1440 8 4- 1177 W 4= 437 W10= -428
BOTTOM CHORDS: LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF T 5- -1089 8 5- 1091 W 5- -425 W11- 74
2x 4 OF #2 1- 7 DL ON BOTTOM CHORD = 10.0 PSFx T 6= -1296 8 6= 1436 W 6= 809
WEBS: TOTAL LOAD 42.0 PSFx T 7- -1750 8 7- 1436
2x 4 OF STAND 1-11 x5 PSF REDUCTION TAKEN ON
BOTTOM mono, AXIAL STRESS ONLY. LEFT = 1303 RIGHT = 1207
TC LATERAL SUPPORT <= 12"0C, UON. j(I
•
BC LATERAL SUPPORT <= 12"OC, UON. BEARING AREA REQUIRED (SG. IN)
( JOINT ,1 2.09 OF / 3.22 HF / 3.07 SPF
NOTE: 1X3 BRACING AT 24" O.C. FOR JOINT B 2.06 OF / 3.18 HF / 3.03 SPF
ALL FLAT TOP CHORD AREAS NOT SHEATHED.
111•
T 15-00-00 5-00-00 15-00-00
•
8.00 !2 C-4x9.
'" D 4 C-5x6 l It' 12
V 8.00
As
C-2,5x4.3 (1J----(;)
C-2.5x4,3
C-3x6+
.
.N
C-1,5x4,3 �, E4 PRO,c�tcs/
o G-4x6 ,,,vA
ii:\ilk\ ./ (t� . oy
C-2.5x4,3 C-5x61 ►_a: -- `! 47'r �.. a
C-5x6C-5x6 C-2.5x4.3 C-1.5x4.3 C-4x4.3 0 Ur' -ON , ••
2)-c-1:5x2.6 2)CI-1 5 2 6 ID ON
\TV
r `'
*-2x .:wedge t`" ���*�cR cC�
--14.00 412 .00 i2 Q.:?-
--N.4.4,, R, Cf
),2-06-0Q 11-01-00 y2-00-00 <= `M' ti=° �� it i;J3
19 05 00 ----
Scale: 3/15" 35-00-00
111111111JUDNAME: WEST HILLS# 1PH22 044 his des'rn r eared f am comruter 'Reab 44 E.
WARNINGS: General Notes,unless otherwise noted:
1. Read as Gannet Notes and Wanting:beton construction of asses, 1. Design to support loads as shown.
2. Bolide+and mention contractor should be advised otanGeneral Notes and 2. Design assume,'the top and bottom chords to be laterally braced 05 gn conforms to 1100-97 AnVer: 1.OBIIL) M
Warnings before construction commences. 2'-0 o.c.and at 12%0"o.c.respectively.
3. 1x3 cempresslon web hr■dnq must be Installed where:hewn+.
3. 2x4 Impact bridging or lateral bracing required where shown + + samormasosmemeasissiarr
DATE: 6/2002 4. All Iet5i force resisting elements such■s temporary and permanent braying, 4. Installation of truss la the responsibility GI the respective contractor,
must be designed end provided b dn1 5. Design assumes trusses are to be used in anon-corrosive environment,
y qnw of complete siructura. and are for"dry condition"of use.
DES.
�`A^ Computrm as.umr:no responsibility for sudt bracing. 6. Design assumes full bearing at all.supports shown.Shim or wedge If
OE i. BY: Y S. Na load should be applied to any component unto lost all bracing and necessary. COi11p11�I'U5 Inc.
fasteners are complete,and et ere time should any leads greater then design 7. Design assumes adequate drainage is provided.
loads be applied to any component.
B. Plates shall be located on both laces of thine,and placed so their center
SEO.: 8 5 2 0 3 5 6. Cnmputrus has no control over and assumes so reeponslbinty for the lines coincide with joint center lines, wau•x�ct!mvl, nianrenaro,comr!ntn SYS ltms
1■bdatfen,handling,shipment and Instepagen of components. g• Digits sic design values of plate in inches.
7. Tide design Is furnished subject to the ImItations on buss dol s set forth 10.For basic designB.R. of theComputtU9 Plate,indicated by the prefix
by the We.plate Institute In'an.1n Weed Trusses.roe. "C",see LC.8.0i B.R.47.11, -
at-,a rne.err
111111111111111 I 111111 lIlt 11111 11111 11111 11111 11111111 1
,
NINIIIIMIIIIIIIMIIMIIIIIIIONIM at
LUMBER SPECIFICATIONS TRUSS SPAN 35'- ,00' ANSI/TPI SINGLE MEMBER FORCES 4WRGO
LOAD DURATION INCREASE - 1.15 T 1- -3066 8 1= 2463 W 1= 238 W 7- -631
SIZE SPECIE GRADE PANELIS) SPACED 24.0" O.C. 1 2= -2812 8 2= 1754 W 2= 622 H B= 100
TOP CHORDS: T 3= -1846 8 3- 1578 W 3- -256 W 9- -555
2x 4 or #2 1- 8 LOADING T 4= -1963 8 4= 1965 W 4= 241 1,410= 584
BOTTOM CHORDS: LL( 25.0)4DL( 7.0) ON TOP CHORD = 32.0 PSF T 5= -1864 B 5= 1796 W 5= 559 W11- -130
2x 4 DF #2 .1- 6 DL ON BOTTOM CHORD = 10.0 PSFII T 6= -1418 8 6= 1520 W 6= 270
WEBS: TOTAL LOAD = 42.0 PSF* T 7= -1671
2x 4 OF STAND 1-11 x5 PSF REDUCTION TAKEN ON T 8= -1872
BOTTOM CHORD, AXIAL STRESS ONLY.
TO LATERAL SUPPORT <- 12"DC, UON. !I! LEFT - 1303 RIGHT = 1287
BC LATERAL SUPPORT <= 12"OC, UON.
BEARING AREA REQUIRED (SD. IN)
NOTE: 1X3 BRACING AT 24" D.C. FOR r�r JOINT 1 2.09 OF / 3.22 HF / 3.07 SPF
ALL FLAT TOP CHORD AREAS NOT SHEATHED. JOINT 9 2.06 OF / 3.18 HF / 3.03 SPF
!Il
3,90_O :ITp
f.
12-00-00 11-00-00 12-00-00
1212
8.00 V C-7x7,7 C-4x6 Q8.00
C-2.5x4.3 $r C-2,5x4.3
C-3X6+
C 1.5x 4.3 � �cD PRo,c��c
,5 s,
C-1,5x4,3 ��� ��N IN, p�
Q C-4x61 \ / 41!
t
. `cm C 5. x6 C-2.5x4.3 C-5X6 ;�. .. a °*• :�NE�Ac, J._
C-5x6 C-2.5x7.7 C-3x6 CD 0) 8 G'. .
2)'(„1..5x2.6 2) -1...5x2•6 r c-
...•r t is ,
lf
it,
= 3.14,00 *-2x wedge 4.00 1 �. li?1311]i2 2 ,..,..T
•
k-06-0 11-01-00 2-00-00 19-05-00
35-00-00 y
Scale: 3/16" •
JJOBB�NAME: WEST H LLS# #PH2 -044 Thi. .es •n •re.ared f o com.uter i rut b AR L
WANNINCS: General Notes,Unless otherwise noted:
1. Read all Gen.rel Not.,and Wmmings before construction of trusses. 1. Design to support loads as shown. Design conforms to UBC-97 AnVer: 1,06(1L)-M
2. Builder end vection contractor should be added.t as oenw Note and 2. Design assumes the top and bottom chords to be laterally braced at
Warnings before construction committees. 2'-0 o.c.and at 12'•0'o.c.respectively.
3. 1e3 ecmpr.,cion web Dosing must be Installed where shown+. 3. 2x4 Impact bridging or lateral bracing required Where shown 4 4
4. All latent terse nate elementssveh■r tem n and mte.00nt br■dn 4. Installation of truss is the responsibility of the respective contractor.
DATE: 7/26/2002 stemporary v s. S. Design assumes trusses are to be used in a noncorrosive environment,
nmst be designed end prodded by designer el complete structure. and are for"dry condition"of use.
Computnie■osumes no responsibility for such bradng. B. Design assumes lull bearing at all supports shown.Shim or wedge if
DES, BY: e\„ S. No toad should be applied to any component until after all bradng and necessary. - E urnpL.irr J rJ Inc.
batarc complete,and at no time should any loads greater than design 7. Design assumes:adequate drainage Is provided.
men
bads be applied to any component. 8. Plates shall be located on both faces of truss,and placed so their center
sED.: 852034 8. Computrus has no central over and assume,no responsibility for lbs Imes Coincide with joint Center lilies. MAnvrn[:I,.nOe Err.e,EFRIMI COMPllrtn ev miss
fabrication,handling,shipment and Installation of components. 9. Digits basic
size of s of h inches,
mP 10.For basic design values of the Compuhus Plate,indicalyd by the prefiv
7, byThist design W lots insdtitute
subject to the gmhatlens on fru+s designs set forth "C",see 1.... ..nR.4?.I 1, ----
by the mass Rale institute In"Bradna Weed Inners rower^ ..• r_.......... ,. _. -
t , s1
111111111111111I
"
IIIIII 11111111111111111111IIII I
LUMBER SPECIFICATIONS 35- 0- 0 HIP SETBACK 6- 0- 0 FROM END WALL ANSI/TPI 2 MEMBER FORCES 4wnG0
LOAD DURATION INCREASE - .1.15 + T 1- -6170 8 1= 4958 W 1= 666 W 7= -1306
SIZE SPECIE GRADE PANEL(5) T 2= -5660 8 2= 3720 W 2= 1300 W 8= 202
TOP CHORDS: LOADING T 3- -3868 8 3- 3304 W 3- -604 W 9= -1112
2x 4 DF #2 1- 8
T 4= -4074 8 4= 4066 W 4= 550 W10= 1164
BOTTOM CHORDS: TC UNIF LL( 50.0)+OL( 14.0)- 64.o PLF 0' .0" TO 6' .0" VEnT T 5- -3858 B 5- 3720 W 5- 1116 pill- -252
2x 4 OF #2 1- 6 IC UNIF LL( 100.0)+OL( 28.01= 128.0 PLF 6' .0" TO 29' .0" VERT T 6= -2964 8 6= 3162 W 6= 586
WEBS: TC UNIF LL( 50.0)+OL( 14.0)= 64.0 PLF 29' .0" TO 35' .0' VERT 1 7= -3492
2x 4 OF STAND 1-11 BC UNIF LL( .0)+DL( 20.0)- 20.0 PLF 0' .0" TO 35' .0' VERT T 8= -3894
TC LATERAL SUPPORT <- 12"OC, UON. TC CONC LL( 250.0)+DL( 70.0) 320.0 LBS @ 6' .0" LEFT = 2542 RIGHT = 2510
BC LATERAL SUPPORT <= 12"0C, UON. TC CONC LL( 250.0)+DL( 70.0)= 320.0 LBS @ 29' .0'
=' ' !I! BEARING AREA REQUIRED (SO. IN)
NOTE: 1X3 BRACING AT 24" O.C. FOR JOINT 1 4.07 OF / 6.28 HF / 5.98 SPF
ALL FLAT TOP CHORD AREAS NOT SHEATHED. ( 2 ) complete trusses required.
f-Join together with 16d Common nails staggered at JOINT 9 4.02 OF / 6.20 HF / 5.91 SPF
`-'
12' ac throughout top chords,
12" oc throughout bottom chords. !!!
M 12' oc throughout webs.
9-00-00 17-00-00
r 9-00-00
6.007 -1x7.1 C-2.5x4.3 C-2.5x4.3 C 4x6 12
40st Q8.00
C-3x64
C 1.5x4.3 `.
C-1.5x4.3
\��,�Ed Pap��ss'
a C-4x6 ' �� IN ov
0"
w 15
fir, o i
C'
1 ' C-5x6 C-2.5x4,3 d;•lt., Q
C-5x6 C-5x6 C-2.5x7.7 C-2.5x7.7 o N ' 0 +id ,�ro
2)C-I.5x216 .6 S J
* 2x wedge' �r O.
12 4.00 4.00!� '�► • F`�
12 ,, t�;�a�.�t- r,�
E.t, irE :.• 12I31�C)3
006-d' 11-01-00 y2-Oo-o - -
19-05-00
35-00-00 •
y
Scale: 3/16"
w JOB NAME: WEST HILLS! #PH22-044
1111111• Its This design prepared from computer input bV ARIEL
WARNINGS: General Notes,uniese otherwise noted:
1. Bead all General Notes and Warnings before construction of trusses. 1. Design to support
Z. Builder and erection contractor should be advised of u General Notes and -2. Design assuhe top ands as d bottom chords to be laterally braced at
Warnings bete,.construction commences, 2'-0 0.c.and at12'-0"o.c.respectively. Design conforms to UBC-97 An Ver: 1.08(1L)-8
3. 1s3 compression web bracing must be Installed where shown+. 3. 2x4 Impact bridging or lateral bracing required where shown + +
DATE: 7/26/2002 4. All lateral loree resisting elements such as temporary and permanent bneing, 4• Installation of truss is the responsibility of the respective contractor.
kr) must be designed and provided by designer of complete structure. S. andDesat for"drassumes trusses.are to use.used In anon-carroaive environment,
Cemputms assumes no responsibility for mud,brides and ate for"dry Cotidltlon".of V8e
y 9• 9. Design assumes full bearing at all supports shown.Shim or wedge!r
DES. BY: /` S. No load should be applied to any component until after all bredng and neceaeary. CampuTrus Inc.
eeeee nem ere complete,and et ne time should any bads greeter than design 7. Design assumes adequate drainage is provided.
loads be applied is any component e. Platesshall be located on both fates of truss,and placed sn their center
SEG.: 8 5 2 03 3 8. Computrus hs no control over and assumes no responsibility for the lines coincide with joint center lines.
9. Digits indicate size of plate{eines. an"nta.r.r.v+nm.rnoerecnen.rararvrrn arsrrrns
fabdcatlon,handing,shipment and Installation of components. 9
7. nda design le h enished sable„re in.a_»_.,_-.--._._. .. • ICI.For basic design values of the enrmm0nre pl,mr.-.4;......1 I.,.in.- ._.:..
eallIMIMMIMIMIIIIMI
1 I
((liii II I II IIII 11111111111111111 hill 1111111111 Jill lIll e
LUMBER SPECIFICATIONS TRUSS SPAN 11'- .00" ANSI/IPI SINGLE MEMBER FORCES 4WfiGD
LOAD DURATION INCREASE = 1.15 T 1- -279 B 1= 190 W 1= 55
SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. I 2= -279 B 2= IRO
TOP CHORDS:
2x 4 DF t2 1, 2 ILOADING LEFT = 407 RIGHT = 407
BOTTOM CHORDS: LL( 25.0)+0L( 7.0) ON TOP CHORD, 32.0 PSF
2x 4 OF l2 1, 2 DL ON BOTTOM CHORD = 10.0 PSFit BEARING AREA REOUIREO (SO. IN)
WEBS: TOTAL LOAD = 42.0 PSFR JOINT 1 .65 OF / 1.00 fir / .96 SPF
2x 4 OF STAND 1 115 PSF REDUCTION TAKEN UN JOINT 3 .65 OF / 1.00 I-IF / .96 SPF
BOTTOM CHORD, AXIAL STRESS ONLY.
TC LATERAL SUPPORT <- 12"OC, UON. (I! I!!
BC LATERAL SUPPORT <= 12"0C, UON.
(2)C-1.5x2.6 or equal at uprights
)
5-06-00 5-06-00
C ��43 12.00V N 12,000 1
11 �r
t - 1M
l tccz=DI:I
i11l'-IOfp4p1000.
0Jr 411111i111111k -
-2
.5x4.3 O. C-2.5x4.3 0
C-5x6(5) to �,�CIRCGOPJ o^�
il
11-00-00 y ".!., . rr �Y ,,,
E. PI;-cE S 12/31/03 n
Scale: 1/4" •
JUq��ME: WEST IIILLSN 11PH -04, This •e i•n .reared fr•m comeuter in.ut b ARIEL
WARNINGS: General Notes,unless otherwise noted:
I. Road aGeneral Notes and Warning,before construction of trusses. 1. Design to support loads as shown. Design conforms to UBC-97 An Ver: 1.OB(IL)-M
2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at
Warnings before eenstmotlon eemmenoes. 2'-0 c.c.and.at 12'-0"o.c.respectively.•
ememimesmememener
3. 1 s3 compression web br■dng must be installed where shown t. 3. 2x4 Impact bridging or lateral bracing required where shown + +
4. AN Islaral fseso easlsting elements mal,as temporary and permanent bnaMg, 4. Installation of ruse trusses
the responsibilitytobeor the respective contractor.
DATE: 7/26/2002 5, Design assumes a condition"
are to be used in a non-corrosive environment,
must be designed end provided by designer el complete structure.. and are for"dry condition"of use.
Gemputms assumes no re panslbmty for suds bradng. 6. Design assumes full bearing at all supports shown.Shim or wedge if
DES. By:T4,.._ C. Ne toad dusted be applied to any component until atter all bradng and necessary. Ci0111pIi 1 U5 Inc.
beeline"
ore complete,end Idare Ilma should city leach greeter than design 7. Design assumesadequate drainage Is provided.
loads be applied to any component. B. Plates shed be located on both faces of truss,and planed so their center
KO.: 852038 e. Compulrue has no control ever and assumes no respensibmty for thetins coincide with joint center lines.
Marl'y C IlM elU.FrrnsJr.Egy14 GOMPI.1TEn 5'r5 rFtA5
fabrication.handling,s 9. Digits indicate size of plate in inccheskes.
g shipment and Installation of components. 10.For basic design values of the t:mnputrus Plate•indicated by the nrefiv
T. Tin.design is fun shed subject to the Ilmrtatlons err truss designs set ren', 'C',see.Lr- KO,n.n.421 I.
I Hiiiiiii t
11,
I IllIlflIll IIJI 11111111 I 1111 .,
. ,
"Zt LUMBER SPECIFICATIONS
TRUSS SPAN 23'- pp• ANSI/TPI SINGLE MEMBER FORCES 4WAGD
SIZE SPECIE GRADE PANEL IS) LOAD DURATION INCREASE - 1.15
T 1- -896 8 1- 608 W 1- -151
TOP CHORDS: -508 8 3- 608 W 3-SPACED 24.0" O.C.
2x 4 DF HO T 2= -700 B 2- 508 W 2= 183
1- 5 T 3-
BOTTOM CHORDS:412
LOADING 0
c." 2x 4 OF �2 Ll( 25.01+DI.( 7.01 ON TOP CHORD - 32.0 PSF T 4- -700 W 4= 183
1- 3 DL ON BOTTOM CHORD 10.0 Psre T 5= -896 W 5- -151
N WEBS:
2x 4 OF STAND 1- 5 TOTAL LOAD - 42,0 PSFa LEFT -
z
x5 PSF REDUCTION TAKEN ON 851 RI6H7 851
TC LATERAL SUPPORT <- 12"OC, UON. BOTTOM CHORD, AXIAL STRESS ONLY,
BC LATERAL SUPPORT <_ 2"OC, UON. 111 BEARING AREA REQUIRED ISO. IN)
JOINT 1 1.36 OF / 2.10 HF / 2.00 SPF
JOINT 6 1.36 DF / 2.10 HF / 2.00 SPF
2x4 stripping required as shown.
r 9-00-00 C 4x4.3 Join to bottom section of truss with
w ¢ 1•
11-06-00 (2) 16d nails and top section with
I 12.00 C-1.5x2.6 12 (2) 16d toenailed to stripping.
C-4x6/��` -2.5x6 \12.00 Stripping spaced 24-o.c. maximum.
C-2.5x6 �� C-5x6
0/ earmotwomwWwWwwaraolb
0
to —
)5x431I43
• m
H --d-
_, 0-,
CD r
Ftia pROFF '
I
4 -2.5x4.3 C-2.5x7.7 C-2.5x4.3 C-2.5x4.3 CT
sp
t�
CD
C 2.5x4.3(SJ o ,,),`� N �0 ;'
N y n 0ai:>z zt�
N y y ° f 1
11-06-00 y R. CA. '
y 11 06-00 R
J. 9-01 08 y y 13 10-08 y
V
y 9-01-08 4-09-00 9-01-08 y EXPIRES 12131!03
23-00-00 y
Scale: 3/15'
D CV JOB NAME: WEST HILLS I #2721-E
- i
CV
WARNINGS: ThjS desian Oreoaretl from computer input by ARIEL
• 1.Road as General iota end w General Notes,unless otherwise rented:
o arrdnps bdan misbueti•a of trusses, 1. Design.to support loads as shown.
N Z Waldo.and amnion O01Ma"r�"�bi idiN•d•t+�'�Mety and 2. Design asaimta the top and bottom chorda to be laterally
braced acDe9 conforms to UBC-97 Anter: 1.OB(1Ll-M
11 _. Warily fide.eensuu[tren nereeeneee. 2'-0 o.c.and at 12'-0'o.c,respectively.
N ••14.ess.+--ra. ..rr a.lydtseaf Meee.6: e,� 3. 2x4 ign
ns
i DATE: 10/17/2002 s:xate."..N..rt trltpact6ndgingorlateral-brwmgteemedesperevecor+
h'a es.l•..n ssafi o"."2".2."2.""^•^'br•d• 4.'Installation of truss is the oo the respective contractor. ... ...
responsibility
D 1 blot be tl.demi NW Wadded by mor et conchae stluawe. 9• 5. andDesign rassumesr" ry trusses condition'
are to be used in a non-corrosive ettvitonmertt,
u 1— DES. BY; `Q,� Computes inowees no r'spe"abxy for such bnrnq• and are for"dry lull b a in of use,
poled to soy mermen.*end a�as 6. Design assumes full bead at all supports
c c) - S.plead., ~se should bracing end necessary. Pprovided.
shown.Shlmorwedge1► CompuTrus Inc.
Nay M -bless and•t n.thee y presto eean desyn 7. Design assumes adequate drainage is
applied to any eeaipgs.it. 8. Plates shall be located on both tars of viuss,and placed so their cent.,
SEQ.: 956423 e. Catnpubus ha.ru cora.!e.w.td assume'M,.rp.,,r y for die fines coincide with joint center lines, r
fabit�•ben end a etebol[sn.t se pe eats. 0 9. FurDigb sicidesi n valuesof plate h Comp N.ttaACTMNa.11.011401546,tnMrVeM arR[..
T.Tab a.dAi b hwi[bad MOO is este aesk.eena en�s designs set forth 10,•For basic design of the Compuuus Plau,indicated by the prefix
ar is.h..Mste wwwe ei•b.•is wood rests,Hse1•.a �- see he putn.i O.R.R.421 1.
-mss ell be%Welted by Gnyubus wan request. copy 11.designator 11 E)is ndt icates catesct 18 Platemis aterial ro indicated by the prefix•CM%the
9 used,All others are 20 ga.
1 - ' I
1111111111111 I III liii OIl llilil111111llliill y
. ,
LC-1
LLM
LUMBER SPECIFICATIONS 23- 0- 0 GIRDER TRUSS SUPPORTING35- 0- 0 ANSI/TPI 2 MEMBER FORCES 4WRGO
LOAD DURATION INCREASE - 1.15 + 11- -8476 8 1- 5752 H 1= 2722
. SIZE SPECIE GRADE PANELS) T 2= -6484 8 2- 5752 W 2- -1626
' TOP CHORDS: LOADING T 3= -4706 8 3= 4706 W 3- 4166
2x 4 OF #168TR 1. 2, 4, 5 T 4= -6484 8 4= 5752 W 4= 0
tri 2x 6 OF SS 3 TC UNIF LII 50.0)+DL( 14.01= 64.0 PLF 0' .0' TO 23' .D' VERT T 5- -8476 8 5- 5752 W 5= 4166
m BOTTOM CHORDS:
v BC UNIF LL( 412.5)+DL( 208.01= 620.5 PLF 0' .0' TO 23' .0' VERT W 6= -1626
cv 2% 7.5000 DF SS 1- 5 !!!
WEBS:•
W 7= 2722
Ci 2x 4 OF STAND 1- 7 ( 2 ) 80001ete trusses required.
Join together with 16d Common'nails staggered at LEFT 7672 RIGHT 7872
TC LATERAL SUPPORT <= 12'OC. UON. '
12' oc throughout top chords.
4- or throughout bottom chords, REARING AREA REQUIRED (SQ. IN)
BC LATERAL SUPPORT <- 12e0C, UON. VII JOINT 1 12.59 OF / 19.44 HF / 18.52 SPF
VII 1.2' oc throughout webs.
JOINT 6 12.59 OF / 19.44 HF / 18.52 SPF
Note: Stagger splices on adjacent members.
o .-. -.._.- . C-4x4.3 !!I
9-00-00
11-06-00
CONO. 2: 1650.00 LBS DRAG LOAD.
12 • C-1.5x2.6 , 1 12 2x4 stripping required as shown. + Laterally brace to roof diephram.
L 12 00 / C-4x9.4 ! C 2,5x6 12.00 Join to bottom section of truss with + 2x4 web brace required,
v / C-2.5x6
C-7x9.4 (2) 16d nails and top section with
A B.C.lumber must.be 7.5" /, "�' � (2) 16d toenailed to stnpping.
minimum depth. J b Stripping spaced 24"o c. maximum.
I
c..:
'
n C-5x6 !;
C 5z6
D
`r' Zr + .� �gc'J PrtOper,
L I /V� �p P •
li,
ri .
61 •
C 5x14.�AL.. .. ��5x]4.5 c rr tr GOf>f '�
I� - • exp -f,� d ,,� �r
> C-3x7,7 C-7x9.4 CN-7x11.9lS) C-3x7.7 T 1.4
n o C-7x7.7 4",NP. R..GA
n k EXPIRES`-12/31/03
N y 12-os-00 y y y
10-06-00 y
y 9-01-08 y y 13-10-08
. 9-01-08 4-09-00 9-01-08 y
D _ 23-00-00
� Scale: 3/16'
_D - JOB NAME: WEST HILLS # #2721.-E
This dmsigp Oreo_ered from computer snout by ARIEL
N
WARN/NOS:
c=,
General Notes,unless otherwise noted:
•• O 1.Rad a e.....1 Neier and waeNng.baton tare
ettaof bn tns..S 1. Design to support toads as shown. 1�
0 c---i2. arrerend.ndlan catetrader.hotdd be pampa of al gent rims and 2. Design assumes the top and bottom chords to be laterally braced at
Design conforms to UBC-97 AnVer; 1.OB{SL)-M
d! . • ,Wemags before en..neptecU.n eepiwenos. 2'-0 o.c.and at 12'-o'pmt_respectively.
> oo 3. .tib !evsi h bundled where sheen+. 3: 2x4 brh dint/or brachtg required where shown..+ a.. .... .._ .. _ ... _.
`i DATE: 10/17/2002 'C ��M dem=n.avdt ar tupar.ry me prmanad o.aaheg, 4. Installation of truss is the resparwbihty of the respective vecontractor. -
a Part be darlgned and pnrtdad by designer at cempkte structure. 5. Design assumes'dry condition'
are of use.be Used in a most corrosive environment,
0 and are Corm earin
a! i- Ga,peWs assume n.r..p«uawey for wd�brining. 6. Design assumes full bearing at all supports shown.Shim or wedge it
= r DES, BY; ( J4167 5.Ne bad should be applied I.any aerapeMrd ants attar el braving and necessary, g CI]mpu nus Inc.
CD Uatrrre an complete,and an no time shout any beds ports than designs 7. Design assumes adequate drainage is provided.
bads be appal to soy esoy.nerrt. 8. Plates shall be located on both faces of truss,and placed so their center
SEG.: 9
56424
S. Compimue harm salmi ever and uruarae in.tespeeuIalty for thelines coincide with center Tines, m,drurAt,UhHe.Nawaww.COMPUTER smtuos
tabdoetrrt Array shipment andrrtdadlen of a wraterds
9. Digits indicate site of plate in inches.1.w soya b Leradnri madame to thear•.bderu m tram 1 O.For basic design values of the Computnu Plate,indicated by the prefix
daatpu set Ur" C',see 1.C.6.0.e.N.4211.
by the Tramrate Institut.b'd.ay Ned
Tarrson,14111-01",•ropy or 11.The Computna Net section Plate is indicated by the prefix'CM',the
sled d be n.r�hed bp Cenpums.,...gust. designator 1181 indicates 18 ga.material is used.All others are 20 ga.
I
1111111 I11111
' `/ • i
111111111th hill IIIII 111/1111 Jill
LUMBER SPECIFICATIONS 13- 0- 0 HIP SETBACK 6- 0- 0 FROM END WALL ANSI/TPI SINGLE MEMBER FORCES 4WRGO
SITE SPECIE GRADE PANEL(S) LOAD DURATION INCREASE - 1.15 4- T 1= -695 B 1= 624 W 1= 65
TOP CHORDS: T 2= -631 B 2= 624 W 2= 65
LOADING T 3= -B95
2x 4 OF #2 1- 3
BOTTOM CHORDS: IC UNIF LL( 50.0)+0L( 14.0)= 64.0 PLF 0' .0" TO 6' .0" VERT LEFT - BOB RIGHT = BOB
2x 4 DF #2 1. 2 TC UNIF LL( 100.0)+DL( 20.0)= 128.0 PLF 6' .0" TO 7' .0" VERT
WEBS: TC UNIF LL( 50.0)+DL( 14.0)"' 64.0 PLF 7' .0" TO 13' .0" VERT BEARING AREA REWIRED (SO. IN)
2x 4 DF STAND 1, 2 BC UNIF LL( .0)+OL( 20.0)"' 20.0 PLF 0' .0" TO 13' .0" VERT JOINT 1 1.44 OF / 2.22 HF / 2.11 SPF
TC LATERAL SUPPORT <- 12"OC, UON. TC CONC LL( 250.0)+DL( 70.0)- 320.0 LDS 0 5' .0" JOINT 4 1.44 OF / 2.22 HF / 2.11 SPF
BC LATERAL. SUPPORT <= 12"OC, UON. TC CONC LL( 250.0)+DL( 70.0)= 320.0 LBS P 7' .0" Ili
Ill
•
6-00-00 1200 10 6-00-00
T
12 12.00 C-4x6 C-4X6 !2
12.00
\IIIiiiihikt‘ N0
t
�r." PRO�c ss,
�^ ,��cl)r o2
41
-37
2.524.3
O. 5s"
C-2.5x4,3 �1 ' ii?r. Cy
C-5x6(S) O: srtaia
ar,..,.:c irtys2131/03
y y
13-00-00
Scale: 1/4"
JOB memmiummAeME: _WES�T iILLSM #PH22-044
Thj_s desigp prepared from computer input by ARIEL
w am
WARNINGS:
General Notes,unless otherwise rioted: '
1. Read as General Notes end Warnings before construction of tram.. 1. Deal n to support
2. Builder end emotion connector should be advbed of as General Notes and 2. Design assumes loads as
bottom chords to be laterally braced al 9
Warnings belore eenftrueflon commencer. 2'-0 o.c.and at12'•0"o.c. espectively. Design conforms to UBC-97 AnVer: 1.08 OU
3. L3 compression fab bracing must be Installed where shown+. 3. 2x4 Impact bridging or lateralbracing required where shown + +
DATE: 7/26/2002 4. All lateral totes resisting elements se temporary sad permanent bracing. 4. Installation of truss Is the responsibility of the respective contractor.
mutt be designed and provided by designer of complete structure. 5. Design assumes trusses are to be used In a non-corrosive environment,
Computers'assumes no responsibility for such bracing, Design are for'dry condition'of use.
y s� 6. rcesassumes full bearing at all supports shown.Shim or wedge if
DES. BY: l.,/"�. 5. Na load should be applied is any component enter after all bracing and necessary. LJ
ra❑mp��rUS Inc.
fasteners are complete•and at no time should any leads Insets"then
deign fasteners Design assumes adequate drainage Is provided.
loads be applied to any aempenent. a Platen shall be located on both laces of truss,and placed so their center
SEG•: 8 52 03 9 e. Computrus has no control over and assumes no responsibility tar the lines coincide with joint center lines.
fabrication,handling,shipment and bntalhuoh of components. 9• Digits indicate size of plate in inches. Wilt...c n.laen,.FtAINEEmIKt,�CilnifEn TISrf",S
7. This design Is furnished strident to theandtallen.on Ince designs 10.for basic design values of the Computrus Plate,indical•d by Ih.prem
�...�...__... .. Ins ser forth 'C" ..•I r 11 n no...-11,
1 11111 11 1 11 1111 1111111 III 11111 11111 11111 11111 liii1111
t e
'‘11,111111.111111111.1111811MNIIIIIIMIll
LUMBER SPECIFICATIONS 13- 0- 0 GIRDER TRUSS SUPPORTING 30- 0- 0 ANSI/TPI 2 MEMBER FORCES 41/17G0
FROM 0- 0- 0 TO 6-10- 4 T 1= -3072 B 1- 2102 W 1= 4066
SIZE SPECIE GRADE PANEL(S) LOAD DURATION INCREASE = 1.15 T T 2= -3072 B 2= 2102
TOP CHORDS:
2x 4 OF #2 1. 2 LOADING LEFT = 4164 ITIGFIT = 2610
BOTTOM CHORDS:
2x 7.5000 OF SS 1, 2 IC UNIF LL( 50.0)+DL( 14.0)= 64.0 PLF 0' .0' TO 13' .0' VERT BEARING AREA REQUIRED NO. IN)
WEBS: BC UNIF LL( .0)+DL( 10.0)-, 10.0 PLF Cr .0" TO 13' .0' VERT JOINT 1 6.66 DF / 10.20 HF / 9.80 SPF
2x 6 OF #2 1 BC UNIF LL( 350.0)+OL( 168.0)- 516.0 PLF 0' .0" TO 6' 10.3" VERT JOINT 3 4.18 DF / 6.44 I-IF / 6.14 SPF
TC LATERAL SUPPORT <-- 12"OC, UON. "`'-' % BC CONC LL4DL= 2262.0 LBS @ 6' 10.3" II!
BC LATERAL SUPPORT <Y 12"OC, UON. .'_.. III
( 2 1 complete trusses required.
Loads as given -'r-Join together with 16d Common nails staggered at
12' oc throughout top chords,
11 "I'.;/...,,,,r.
i � ft 5° oc throughout bottom chords,
B.C. lumber mut e 7.5 12' or throughout webs.
minimum depth.
6-06-00 , 6-06-00
12.00 12 C-555x7.7 12 1 .000
•\ 1
5�r��p PR 0A-4,0
J �,
C-5x14.5 1.14.11 C-5x14.5 sea ,
CD
C-5x7,7 �,oOf La47 �t II
�. .. Ccs o6r '°'�,�'
Richt sT�2ttSS N Nt+S Zx /` t
2262i'� Wedge req(Ii'I?"' a heel (s) .EXF�lR S"b"�'ep" -
13-00-00
Scale: 1/4"
•
JOmeB_NAME: WEST HILLS# #PH22-044 This design prepared from computer input by AHIEL
A
WARNINGS: Genet's'Notes,unless otherwise noted:
1. need as General Notes and Warning.before construction of Russet. 1. Design to support loads as shown.
2. Builder end erection oentreotor should be edrrel.ed el all General Notes and 2. Design assumes the top and bottom chords to be laterally braced atDesign conforms to 118C-97 An Ver: 1.08(1L1
Warnings before netrCOMMUNALoCOMMUNAL2'-0 o.c.and at 12'-0"o.c.respectively.
dzillinmenummisw
3. 1.3 corn Ion web bracing must be Installed where shown+. 3. 2x4 Impact bridging or lateral bracing required where shown+ +
t. All lateral force resisting dements such a.tem 4. Installation of truss is the responsibilityof the respective contractor.
DATE: 7/26/2002 s temporary and permanent bracing, 5. Design assumes trusses are to be used in a non-corrosive environment,
must be designed and provided by designer of complete structure. and are for'dry condition'of use.
Computr us assumes no responsibility for such bracing. 8, Design assumes full bearing at all supports shown.Shim or wedge if
DES. BY: • lA/t 5. No bad should beapplied to any component until akarsgbndngend necessary. COCTIpUJTI"(.�S Inc.
V_ 'asterism are complete.and et no time should any loads gr than deign 7. Design assumes adequate drainage is provided.
loads be applied to any component. 8. Plates shall be located on both laces of truss,and placed so their center
SEEL: 8 rj-2 04 1 8. Compulms has no control over and assumes no responsibMty for thelines coincide with joint center lines, many.'nUnal7.Enru2r,mue.Cnaltuire s,e,rms
febdullonr handling,shipment and bretdatlon of components. 9. Digits indicate size of plate in inches.
P 10.For basic design values of the Computrus Plate,Indicated by the prefix
7. This design Is furnished subject to the gmttailons on truss designs set forth 'C',.see I.C.B.O.R.R.4711.
by the nos.plate Insnnn.In'nr.dng Weed nus,.,,lam-et`.a COW/of 11.The Cmnr"rtrilt rlr,C,..:l,.,,.”9.,.is Indir.r.d hu,h.�..n..-r ti- ,L. .- .. . . .
I IIIA II 1111111 I TIMI Nati iiia iun trio ilii air •
•C"..4 LUMBER SPECIFICATIONS
19- 0- 0 GIRDER TRUSS SUPPORTING 30- 0- 0 ANSI/TPI 2 HERBER FORCES 4W0G0 ^ , '
LOAD DURATION INCREASE - 1.15 t i 1- -8759 8 1- 5798 N 1- 6264 N 6- 2450
- SIZE SPECIE GRADE PANELS) . 1 2= -5798 B 2= 16172 N 2= -11152 N 7= 3296
I
TOP CHORDS: LOADING 1 3- -18750 B 3- 16172 N 3- . 2500 a 8- -12804
2x 4 OF 1168TR 1. 61 4= -18758 B 4= 16560 W 4= 2882 N 9= 4964
m 2x 6 OF 54 2- 5 TO UNIF LL+OL- 64.0 PLF 0' .0' 70 2' 2.3" VERT I 5- -4648 8 5- 16560 N 5- -292
notion CHORDS: IC UNIF LL+OL= 07.0 PLF 2' 2,3' 10 16' 9.8" VERT I 6= -7022 B 6= 4848
LL-12x 7.5000 OF SS 1- 6 1C UNIF LLIDI- 64.0 PLF 16' 9,0' TO 15' .o" VERY
cp.• WEBS: 8C UNIF LLUDL- 87.0 PLF 0' .0' TO 19' .0" VERT LEFT - 7326 RIGHT - 5418
• 2x 4 OF 12 3, 9 8C UNIF LL+OL= 620.5 PLF 0' .0' TO 6' .0" VERT
2y, 4 OF STAND 3- 7 BC UNIF LLNJL= 528.0 PLF 6' .0' 10 12' 10,3' VERT BEARING AREA REQUIRED ISO. iN)
JOINT 1 11.72 OF / 18.09 HF / 17.24 SPF
2% S OF #2 2. B
IC CONC LI-+pL- 56.9 LBS 8 2' 2.3' JOINT 7 8.67 OF / 13.38 HF / 12.75 SPF
IC LATERAL SUPPORT <= 12'0C, DON. TC CONC LL+DL= 56.9 LOS 8 18' 9.6'
06 CONC LL+DL- 2062.0 LBS 8 I2' 10.3" !!1
BC LATERAL SUPPORT <- f2'OC, 0014, Loads as given {!I
conn. 2: 1650.00 185 DRAG LOAD.
NOTE: 1X3 BRACING AT 24' 0.0. F0R' 12 ) complete trusses required.
ALL FLAT TOP CHORD AREAS ROI SHEATHED. Join together with 16d Common nails staggered at it 2._0 04' setback'only,
I' 12" oc throughout top chords,
B.C. lumb•er•piust,be 7.511 re 4' oc throughout bottom chords. 4-Laterallybrace to roof Iiia hra
minimum depth. 1.111 12' oc throughout webs. P g1"
. +-2x4 web brace required.
e00 PROFE6, v.
CO 2-02-04 14-07-08 2-02-04 `�As,� �` � !0 'C •
fi �� �.
{ ( �`� ens '
12 T 56.'91 • 156:91:7 /61 oY y�
cc, 12.0005x4.4 C-7x14.5 1$ C-2.5x6 C-7x14.5 C-5x9.,4 ON CO v �t Ts Z�C'`
V� , r,
•C-5x14.5 I f /� C 5x14.5 Clo -9 Elk
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o
1 Si ) �TT R. Gp,/� '
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c, i 311(13 '
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1 C-1x11.9 C-3x1,1 C-1x9.4 C-3x7,7 C-7x11.9 Ep1R SIpNAI
CD Dt
12082g' ' lets Y'6• ..,.
'wedge required at nee l Is)-I EXPIRES 611U103 ---
19-00-00
•• scale: 1/4"
Ul NAM ' NES L_ 1 /'s -0•, hi desk, •re•ared fr. c.m.ut r n.uL b AR
N • WAP2114051 Urhetal Nntea,Inness otherwise noted:
0
1. 1. Design to support toads sahown• Design conforms to WC-97 AnVer: 1.081IL1
2.guider and s.trin towboat.,ahead be addrd al Cent lMelu and 7. Design assures the top and boflem dwlds to be Wetelay brewed a
W %Men=.,,.m.aea,eanaa..s. 2'-0 c.c.and.N 12' n.e.rea�yeeli.•dy. ��►
e-,e re. 3. 2x4 Ir>mr_t b,idy:.y-,INns1 bracing r iced where shown l +
�,7aq/�apa.bn..b na.cbp cava b.Indeed Inure,b..a.. q, ullation of Inas n the aesponoiberty el the raepecthos=masa me.
C7D NATE. Of 7/2002 6 doll tam teWbll dHeMleaud%es t.eprey sod Pssmsosot beefing. 5, Design assunos trusses ale to be used In a tarrmlroeive environment,
dad be deslwed and paerldad by deeper of snow aaucbns and 411 for'dry torrlltion'of use,
c..yuatu u..mes n•re pars mry foe non bring. s. Design women full bearing at on auppotis shown.Slam or wedge If /Cum uTr us (n e.
C.6 5.Na hod hail be*Wed ea ono ee openml until the d btodne and p.Ma+sl y,
UES. BY: t.rtener are oe ate.wed et no elm mead any Wady grange than dales 7 Dasign moorhen edequale drainage is provided.
zp "� e, Plata shall be located en both Tarin o1 frau,veld plaid ss theft center
q Mala b.atrial to any competent lines co!noda with lulnt r eht l fines, wws/nuns.conal boar.e,w.=rn mow
sEO.: .8 6 5 4 9 8 Caswbur lir r.a.o ant.•re and ana.es n.reaertarBNly raw the 9. 011Th sic exign v u plate n In=nw
r.ede<tlar.n•r•df•e.Wpnua et bvrabs.n.t remr.nsew 10.For basic de-atgn vdUn of t�Cernpvlrua Plate,iidtcats!by the pr rOx
m.mar d.ab,a I.tweasee-,df..e tx rho e„ated.v.e u.a=deep..r r.en C",sen l,C.a.0-R.R.4 211.
by ..a,.Teoran.imam.l,'MJy w..d res..
. ,Hoar..••py 0 11.ler.Cornpuous pet Section Note it Indicated by the veto'CN' the
elklr al I.furnhi m d by Comp/true u nn repn.t_ desigm►lor(1011rdrales I e 94.rnatrrial b r.ed.All ethers die 20 ga.
lIII III It 1111
1 111111a 11111 IilI.I Ill IllI lilt liii _ . . ,. 1
LCl
er
LUM9ER SPECIFICATIONS 181155 SPAN .fi' 4.00' Atm t/IPI SINGLE NEMBEtt FDRCES 441asU
LOAD DURATION INix&EASE • 1.15 if- 06 I. O
SIZE SPECIE GRADE PANELS) SPACED 24.0" r).C, icon .
o . . 1
I lOP C/2(1D5; LOADING LEFT a 234 nIG1iT = 234
26 4 OF �2 I -
o� FI11TON MEMOS; LL( 25.OI4DL1 7.0) ON TOP CHORD 30.0 PSF BEARING. AREA nEOUInEU 150. IN)
c^ 2e 4 OF /2 i OL ON BOTTOM CLOD a 142.0 YSF>t
TOTAL LOAD - 42.0 PSFx JDINt i 37 OF / .50 NF / .55 SPF
m r 65 PSF REDUCTION TANEN ON JOINT 2 .37 DF / .50 HF / .55 SPF
Cj N OOTTUN CHORD, AXIAL SIRESS ONL'i.
111
TC LATERAL SUPPORT <- 12'0C, UON. Irl •
DC LATERAL SUPPORT <= 12"0C, U014.
•
i
12 , •
12,00 / Support top-chord -
0 a
a •
m r
I a" 4..-1 g-Positive connection ` • t
m �� I t iF� ti'
I
w/wedge. @^ �� 'p 7
99G1
• , malemiliji
o C-2,5x4.3
o Ir�� to OREGON m
cbo
N O
I, 't_wedge w/2)C-1.5x2.6 '�`. C ¢4
14.DD Po
EXFL•rS 12l31/c13.
0 12 i
01 ME y 6-04-00
y
•o
t,� Scalp' 1/4" this destnn propene, Iron computer in ut by APIELt
r ylrl N 'I r 1 11 S t - f! 09- _a>��
Cir - WARMSCs1 Qeneref notes.unless otharwaerated:
C:":„, 1.Prod all servant Hotta and WenbpWane mnrauedonalbe14J I Desttrtosupport IOadla!horn .pesi9nCnniorns to USC-97 AnVer•' 1.013(1(.1 -11
2. D n assumes Irma top and bottom elotds to be leleaelly brand
2.Sultan and...also owr4.e., ,heard ba aOr4ed e1 V aamwd Roes Gra p
D N WurLraebda,e.e,etruaeen ma marar. 2'•0 o.e,and at ngot•ossad Imagi g seq
7. 2x4 Impact brldylry nr Toyed Imaging t1ulrcd where shown t. +
7, to mnansian wa bntlrq mut b.eutJd where drossy.a. 4. Iranallatinn al Woo et ea tesporaibAity of the teapoctne contractor,
C J 4.Al Ward!Ma natal,we^tenle such u Urrtpaay and petunsrd brad. S.fhsign assumes Ombra are to be rand II a ftorr0otrofive envitotrrnmt,
ty rti DAME: 7/23/2002 anal be,,Gyne,and pre,Id d by detRwe et onrgaeta absohaa. and stn lar'dry conation'of use.
CenTadnM envmee neeapas:My ray Wahl•..d•a. 6.Oesigr'assumesW116oating N all supports shown.Slim or wedge ii / TruIri ,
N 5.N•bad otauld be Imola,le en,component oat alto V yeadry nal reoessar y.
11 OE�i. O '^ hpmm.as mmt.,N,andat m llme char/,myimm Wane llen,slat 77. Design s.11rne(cored enl drainage is provided.
Cr I e. Newts l'babmcated en both lam el tam,and placed so thelt center
lady 11.9104 to may mtn♦eocu. tort coincide with joint dealer linea. NOWACtu.tra.etarntn.,11.exenurcn smuts
sell.: 8 4 5 6.3 0 O. Ot.ptn.ua he.me°mbar caw M wum.o na napendblth far th. A. Digits indicate cite of plate i-Incite*.
hbdod.n,turrmlae,rHpts etl end Mabrtlen.1 mspardw10.Fot heroic design values of the Conundrum Plate,Irellcsted by the Ptefx
Asomplimummummilemegolumnnii
7. ha.,.tip.a.thnnbdrd ambled to Or Itetatlrm en bus designs tat forth - 'C',tee i•C.6.0.RR.4711.
by Cee gra.PWa Institute ailtraehay woad inn+ea,HS 11%a ropy at 11 lhn Conoarlrus Net Serhen hint?is IrdleaTed by the pi'let•C N',Ira ..
wfidt.*M hmished b t, dxegn-etnt(111)•a( a1c =1B ria.nmatai:I el wised NI r,!tnis.s....0 ga. _ .
rW woe