Plans •
„..------ 4 5 -6 I s - 3
, . •
LUMBER SPECIFICATIONS TRUSS SPAN 23'- 6.00" ANSI /TPI 2 MEMBER FORCES 4MGD
LOAD DURATION INCREASE - 1.15 + 1 1- -10778 B 1- 7540 M 1- 80 M 5- 7224
SIZE SPECIE GRADE PANELIS) SPACED 24.0" O.C. T 2= -10552 B 2- 7540 M 2- -124 M 6= -230
TOP CHORDS: T 3- -10552 8 3- 4962 W 3- -230 M 7- -2494
• 2x 6 DF 016BTR 1- 6 LOADING T 4= -10216 8 4- 8792 M 4- 7986 M 8- 3440
BOTTOM CHORDS: LLI 25.0) +0L( 7.0) ON TOP CHORD ■ 32.0 PSF T 5- -10216 8 5- 8792
2x11.5000 OF 016BTR 1- 5 DL ON BOTTOM CHORD = 10.0 PSF T 6- -12568
WEBS: TOTAL LOAD - 42.0 PSF
2x 4 DF STAND 1- 3, 6- 8 LEFT ■ 7894 RIGHT - 11100
2x 4 DF 02 4. 5 BC UNIF LL +DL= 840.0 PLF 8' .0" TO 23' 6.0' VERT
BEARING AREA REQUIRED (SO. IN)
TC MAX PURLIN SPACING 36" OC, UON. BC CONC LL +DL■ 4000.0 LBS O 8' .0" JOINT 1 12.63 OF / 19.49 HF / 18.57 SPF
. BC MAX PURLIN SPACING 120" OC. UON. (p) complete trusses required. JOINT 7 17.76 OF / 27.41 HF / 26.12 SPF
Caution: Note bearing area requirements. Join together with !6d Box Haile staggered et
OFF PANEL SPLICE NOTE: ' 1 2" oc throughout top chords
Off panel point splices are located v ! 3° oc throughout bottom chords,
at 1/5 the panel length +/- 6' at ��W 12" oc throughout webs.
either end of the panel indicated.
except end panels. Note: Stagger splices on adjacent members.
11 -09 -00 - 11 -09 -00
•
12 12 .
•
1200 C- 7x11.9 12.00
V �l
. 7.0 e
• C -2.5x6 C -2.5x6 ���E� N •
•
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C -5.5x6 C -5.5x6 r
I� Al Wedge typ i •
e, C- 7x14.5 r�Mfl • au�. , t � - 7x14.5 c (1l O ON , `4
■ if. ..��.= -����� C O O eFF2 6. �9 �v
o -3x6 C-12x1 C -3x6 b TT R. ci- 0 . ` O
C -3x7.7 i 4000# @ 8 C-3x7.7
C- 12x14.5
C18- 10x17.9(S)
Scale: 1/8"
y 23 -06 -00 y
JOB NAME: (T11) 971527 CLOSE MOM S TUALATIN
WARNINGS: General Notes. unless otherwise noted:
1. Read an Clement Notes and Wamb.gs before construction of trusses. 1. Design to support loads as shown. AnVer' 1.01 (!L)
> ^i -2 3 -12 -4 2 before 2 Builds and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at
FILE NO . Warning. before eonstnwtlon commences. 2'40 o.c. and at 12' -0' o.c. respectively.
3. La compression web bracing must be Installed mitre Morn .. 3. 2x4 Impact bridging or lateral bracing required where shown . +
4. As lateral face redwing dement. such as temporary end permanent bracing, 4. Design of truss is the responsibility t o be of the non-corrosive contractor. o iron
DATE or S D esign assumes trusses a r e to be used in a sort - corrosive environment,
5 / 2 3 / 9 7 must be designed and provided by design of complete structure. and are for 'dry condition' of use.
Conmputnn assumes no responsibility for sudt br■dng. 6. Design assumes full bearing at all supports shown. Shim or wedge If CumpuTrus Inc.
REF ..'t DES. BY: AB 6. No b .p
ad should be ps rtt ed to any oempen until .her ail Wooing and necessary.
15 - ). fasteners we complete. and at no time .horrid any loses greater than design 7. Design assumes adequate drainage Is provided.
e. be applied to any component. B Plates shall be located on both faces of truss, and placed so their center
S. Computes hes no control over and essumes no responsibility for the lines coincide with joint Center lines. .taNlrattl.tae . ENGINEERING . COMPUTER MIENS SED .'
118323 9. Digits indicate cidet size plate inches.
• f■bdestlon, handling, shipment and installation of component.. 10. For basic design values of the Computrus Plate, indicated by the prefix
• 7. This design I. furnished subject to the sndt.dons on truss design..r lath "C', see I.C.B.O. R.R. 4211.
by the Inns Plate institute ln'Bradng Wood Tn...e., HM.91', ■ copy of 11. The Computrus Net Section Plate is Indicated by the prefix "CN", the
. tNeh will be furnished by Compuws upon request. designator (18) indicates 18 ga. material is used. All others are 20 ga.
•
I
• LUMBER SPECIFICATIONS TRUSS SPAN 7'- 10.00' ANSI /TPI SINGLE MEMBER FORCES 4WGD
•
LOAD DURATION INCREASE - 1.15 T 1- -164 8 1- 108 W 1- -166 •
•
SIZE SPECIE GRADE PANEL(S) • SPACED 24.0" O.C. T 2- 0 W 2- -121
•
TOP CHORDS:
2x 4 OF 0168TR 1. 2 LOADING LEFT - 334 RIGHT - 324
•
. BOTTOM CHORDS: LLI 25.0) +OL( 7.0) ON TOP CHORD - 32.0 PSF
2x 4 OF /1GBTR 1 DL ON BOTTOM CHORD - 10.0 PSF BEARING AREA REOUIREO (SD. IN)
WEBS: TOTAL LOAD - 42.0 PSF JOINT 1 .53 OF / .82 HF / .79 SPF
2x 4 OF STAND 1, 2 JOINT 4 .52 DF / .80 HF / .76 SPF
• TC MAX PURLIN SPACING 120" OC, UON.
BC MAX PURLIN SPACING 120' OC, UON.
•
1
12 •
12.00 Provide Support •
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° - 2.5x4.3 C- 2.5x4.3 � � Tt R CA 02-
y y y EXPIRES 12/31/97 j
y 7 -10 -00 3 -11 -00 y •
11 -09 -00
Scale: 3/16"
• • JOB NAME: (J12) 971527 CLOSE HOMES TUALATIN •
WARNINGS: General Notes, unless otherwise noted:
1. Read .11 General Notes and warnb.gm before construction of w..... 1. Design to support loads as shown. AnVer: 1.01 (IL) -M
FILE NO.: MON -7 -12 -4 2 2. Border and ...aloe contractor should be 'wished of ad General Notes and 2. Design assumes the top and bottom chords to be laterally braced at
Warning. before eonstnrallon commences. 2' -0 o.c. and at 12' -0 o.c. respectively.
• 3. 1.3 eompm. don web bradnp must M Metalled where Acton �: 3. 2x4 Impact bridging or lateral bracing required where shown + +
/ 4 . All blend force reehnn element. such as t• 4. Installation of truss is the responsibility of the respective contractor.
DA I E: 52 3/97 / temporary end r n e :n u .'t bracbq,
mu 5. Design assumes trusses are to be used in a non corrosive environment,
must be dNdpnnd and presided by designer eenpdst..wane, and are for "dry condition' of use.
Compares assumes no responribmty for rush bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge If
/N CumpuTrus Inc.
REF .: No load .hoe ap
d b. pfed to any oompon. t until otter e0 bracing and necessary.
15 -1 DES. BY: : " AB 5 . 1.51.... -s OOI pdste, end \} no llm• .hondd any dead. greet. than design 7. Design assumes adequate drainage is provided
b.ee be app0•d to any component. 8. Plates shall be located on both faces of truss, and placed so their center
lines coincide with joint center lines. M.NI.AC WWWAWO . nNO.ffxwO . COMRefC MUMS
SEp , ; Computru. he. no control ever end aumw no responsibility for the
118 3 2 0 0. .s
lebdeetlon. handling. ehrpment and but.Batlon of components. 9, pipits indicate isi give vaof lues s of inches.
1 O. For basic design values of the Computrus Plate, Indicated by the prefix
7. This design I. hoNsh•d subject to th.Imttalon. on tru.s designs we forth 'C', see I.C.B.O. R.R. 4211. '
by the Truss Plate b eth n....
os• In Wood T.. W8 - B1', • copy of 11. The Computrus Net Section Plate Is Indicated by the prefix 'CN', the
which MO be furnished by Computrus n up request. designator 1181 indicates 18 ga. material Is used. All others are 20 ga. .
•
•
LUMBER SPECIFICATIONS TRUSS SPAN 7'- 10.00' ANSI /TPI SINGLE MEMBER FORCES 4WGD
- LOAD DURATION INCREASE - 1.15 T 1- 213 B 1- -149 W 1- -416
SIZE SPECIE GRADE PANEL S► SPACED 24.0° 0.C. T 2= 0 B 2= 19 N 2= -29
•
TOP CHORDS:
N 3- -121
• 2x 4 OF 016BTR 1, 2 LOADING
BOTTOM CHORDS: LL( 25.0) +OL( 7.0) ON TOP CHORD - 32.0 PSF CANT @ 2'- 2.8"
2x 4 OF 116BTR 1, 2 DL ON BOTTOM CHORD = 10.0 PSF LEFT = 459 RIGHT = 199
WEBS: TOTAL LOAD - 42.0 PSF
2x 4 OF STAND 1- 3 BEARING AREA REQUIRED (SO. IN)
• JOINT 4 .73 OF / 1.13 HF / 1.06 SPF
TC MAX PURLIN SPACING 120" OC, UON. JOINT 5 .32 OF / .49 HF / .47 SPF
BC MAX PURLIN SPACING 120" OC, UON.
•
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1
EXPIRES 12/3 1/37
i y 2- 00 -O0 5 -10 -00 0 - q -00 -
{ 8 -00 -00
Scale: 1/4" •
• JOB NAME: (J9C) 971527 CLOSE HOMES • - TUALATIN
WARNINGS: General Notes, unless otherwise noted: •
. 1. Reed .D Omani Note. end Warnings before oonabualen of tens... 1. Design to support loads as shown. AnVer: 1 .01 (IL) - M
2. Builder and 'tend contnetor.henpd b■ ■dvhed o1 al Oena i Notes and 2. Design assumes the top and bottom chords to be laterally braced at
FILE NO.: CTM-2 / 5 -1 L - 4 2 wana. before combustion commences. 2'•O o.c. and at 12' -O o.e. respectively.
• rro
3. tai eompr«.bn web biasing linnet be Installed vise shown .. 3. 2x4 Impact bridging or lateral bracing required where shown + +
4. Al lateral tense resisting N•meet. such •■. t.mperary rind permanent bracing. 4. Installation of truss es the responsibility to be of the non-corrosive contractor.
DATE: 5/23/9 7 5. Design assumes trusses are to be used Ina ran - corrosive environment,
mint be designed end provided by designer et complete .tnmtv. and are for 'dry condition' of use.
Compwnu assumes no responsibility for such br■aas. 8. Design assumes full bearing at all supports shown. Shim or wedge If Com uTrus Inc.
No load nhouid be petted ed to any component until ■e brachia and necessary.
REF .: 1 5-1 DES. BY: A$ 6. r.eta.n m complete. and at no time should any tease greater than design 7. Design assumes adequate drainage is provided.
load. b. applied to any component. 8 Plates shell be located on both faces of truss, and placed so their center
O. Comp b h« no control ors and ae.umes no r.epenelbmty for the lines coincide with Joint center lines. MANU.Acworia . ENOSecEenO . COMPUTES SYSTEMS
SEO.:
118321 9 . Digits indicate size of plate in Inches.
fabrication, handling, .Idpment and brnasatien of component.. 10. For basic design values of the Computrus Plate, indicated by the prefix
7. Tide design I. fumt.hed subject to the Imnet et iena on Inn. design.. forth 'C', see I.C.B.O. R.R. 4211. .
by the Truss Plate institute In"Br■dng Wood Trims, HIB•01', • copy of 11. The Computrus Net Section Plate is Indicated by the prefix 'CM', the
• which win be furnished by Cemputnn upon raspiest. designator 1181 Indicates 18 ga. material is used. All others are 20 ga. •
•
LUMBER SPECIFICATIONS TRUSS SPAN 7'- 10.00' ANSI /TPI SINGLE MEMBER FORCES 4WGD
• •
- LOAD DURATION INCREASE - 1.15 T 1- -164 B 1 - 100 W 1 - - 166
SIZE SPECIE GRACE PANEL(S) SPACED 24.0" O.C. T 2= 0 W 2= -121
TOP CHORDS: •
2x 4 OF 11&BTR 1. 2 LOADING LEFT - 334 RIGHT = 324
BOTTOM CHORDS: Lt.( 25.0)40L( 7.0) ON TOP CHORD - 32.0 PSF
2x 4 DF 116BTR 1 DL ON BOTTOM CHORD = 10.0 PSF BEARING AREA REQUIRED (SQ. IN)
WEBS: TOTAL LOAD - 42.0 PSF JOINT 1 .53 DF / .82 HF / .79 SPF
2x 4 DF STAND 1. 2 JOINT 4 .52 OF / .80 HF / .76 SPF
; TC MAX PURLIN SPACING 120" DC, UON.
. BC MAX PURLIN SPACING 120' OC, UON. - -
•
12.001 / •
•
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-2.5x4.3 C- 2.5x4.3
E XPIRES 12!31/97 .
1,
y 7 -10 -00 0 -4 -00
8 -00 -00
Scale: 1/4" .
• JOB NAME: (OR) 971527 CLOSE HOMES - TUALATIN
WARNINGS: General Notes, unless otherwise noted:
1. Read .s General Notes end Warnings before oen.buotton of tomes. 1. Design to support loads as shown. AnVer: 1.01 (1 L) -
FILE NO.: MON- 7 -12 -4 L 2. Builder dM di erection contractor should be .sed of Gad Notes end 2. Design assumes the top and bottom chords to be laterally braced at •
• Warnings before constmetton commences. 2' -0 o.c. and at 12'•0' o.c. respectively .
3. 7.13 aomprnslon web bracing must be bundled where shown +. 3. 2x4 Impact bridging or lateral bracing required where shown + +
ee a
a . All teteeal forge miming elements such as temporary and permanent bracing, 4. Design of trusses us the responsibility tb
d in the n- coective environment,
DATE 5 / 2 3 / 9 7 A moat designed prodded by designee of ee S. Design es on s dry trusses are to se used in a non corrosive environment,
an n r y mplst• stmotur•. and are for 'dry condition" of use.
cemputn,s assumes no reepensmmty for such bracing. 8. Design assumes full bearing at all supports shown. Shim or wedge if REF.: 15 -1 DES. BY: ; AB s. No load ahoutd be applied to any component until after all bracing and necessary. / O mPU TI' US e Inc. 1
f a st eners we complete. and •t no time .ho,dd any beds greater than design 7. Design assumes adequate drainage Is provided.
• • loads b• applied to any oempon•M. 8 Plates shall be located on both faces of truss, and placed so their center
lines coincide with joint center lines. MANUFACTURING . roorEFRWs . COMPUTER eroIEMS
SEQ .: 118322 6. Computrus hes no control over end assumes no r•sponsmilny tor the 9. Digits indicate size of plate in inches.
fabrication. handling, ddpme t end installation of components. 10. For basic design values of the Computrus Plate, Indicated by the prefix
• T. Tws desgn is furnished eubieet to the amh.tlons on hose destgne set forth "C", see I.C.B.O. R.R. 4211. -
. by the Teen Rate bnsteut• beaming Wood Tnetev. Hal -B1 ". a copy of 11. The Computrus Net Section Plate is Indicated by the prefix "CN ", the
m
whirl, WW be fuhhed by Cempwm upon request. designator (183 indicates 18 ga. material is used. All others are 20 ga. •
•
•
LUMBER SPECIFICATIONS TRUSS SPAN 23'- 6.00' • ANSI /TPI SINGLE MEMBER FORCES 4WGD
LOAD DURATION INCREASE - 1.15 T 1- -968 B 1- 652 W 1- -249
SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= -017 B 2= 450 M 2= 414
TOP CHORDS: T 3- -616 B 3- 652- M 3- 414
2x 4 OF #ICBTR 1- 4 LOADING T 4- -968 W 4= -249
BOTTOM CHORDS: LL( 25.0)4OL( 7.0) ON TOP CHORD - 32.0 PSF
2x 4 OF 016BTR 1- 3 DL ON BOTTOM CHORD = 10.0 PSF LEFT - 987 RIGHT = 987
WEBS: TOTAL LOAD - 42.0 PSF
2x 4 OF STAND 1- 4 BEARING AREA REQUIRED (SO. IN)
JOINT 1 1.58 OF / 2.44 HF / 2.32 SPF
TC MAX PURLIN SPACING 72" OC, UON. JOINT 5 1.58 OF / 2.44 HF / 2.32 SPF
BC MAX PURLIN SPACING 120" OC, UON.
•
•
•
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11 -09-00 ' 11 -09 -00
12 12
12.00F C- 4x4.3 \ �1 J12.00
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C-5x5.1 • EXPIR 12/31/97 •
Jr •
Jr
23 -06=00
Scale: 3/16'
JOB NAME: (T12) 971527 CLOSE HOMES TUALATIN
•
WARNINGS: General Notes, unless otherwise noted:
1. Read .s General Notes and Wanting. before eendruetlon of trusser. 1. Design to support loads as shown. AnVer: 1.01 (IL)
FILE NO.: 2. Builder and emotion cont r :tor .horrid be advised of a0 Renard Not.. and 2. 2 sign ass mestt, a to and botttto c chards to be laterally braced at
T - 13 - 12 - 4 2 Waning. before eon.enrctlon commence.. s y
a. t.3 cemprn.lon web braving mud bar Unaided arhar..Mrn 4. 3. 2x4 Impact bridging or lateral bracing required where shown + +
4 . AS l.t.rd Iwo. sodding dement. suds a. temporary and permanent br.dng. 4. Design of s trusses Is the re t o U se y n the respective eon ironm
DATE 5 / Z 3 / 9 7 mud b. deal .d .ne 5. and a assumes ousin are of be se u in a non environment,
DATE: pr provided by designer of eemp.t• .lruery and are for "dry condition" of use.
Compuend a..umes no responitbsly for .00h braving. 6. Design assumes full bearing at all supports shown. Shim or wedge it CompuTrus Inc.
REF.: DES . BY: 6. N. toad .boob be applied OW to any component until .B bracing and necessary.
• 1.5 -1 ; AB }..linen am completer. and at no time shoedd any loads greats than d.dgn 7. Design assumes adequate drainage is provided.
B
load. b. applied to any component. . B. Plates shall be located on both faces of truss, and placed so their center
'
11 8 3 2 4i B. CO utNS ha. no control over and assures*. no noiblla for the Digit s Cindicaat indicate size with of joint plate center lines. =ANI.Atil. wet . ENewFERwa . COMM.. OM Fn t vetEMS
SEO.: mP �+P• r 9. Digits indictt of piste In Inches.
fabrication, handling..hipmant and Installation of oompon.M.. 10. For basic design values of the Computrus Plate, Indicated by the prefix
7. This design I. furnished .ublect to the limitations on ties. dodos .et forth "C see I.C.B.O. R.R. 4211. '
by the bun Plate b,dlhM In Wood Tressed. H ®•171', a copy of 11. The Computrus Net Section Plate Is indicated by the prefix 'CM, the
which wiz be hrd.h.d by Computrud upon mqu.rt. designator 1181 indicates 18 ga. material is used. All others are 20 ga. .
•
•
•
LUMBER SPECIFICATIONS TRUSS SPAN 9'- 10.31'
• LOAD DURATION INCREASE - 1.15
SIZE SPECIE GRADE PANEL(S) SPACED 24.0" D.C.
TOP CHORDS:
2x 4 OF t1HO LOADING * *2x4 skipping required as shown.
BOTTOM CHORDS: LLI 25.0) +OL( 7.0) ON TOP CHORD - 32.0 PSF PP g Q
2x 4 OF 016BTR DL ON BOTTOM CHORD - 10.0 PSF Join to bottom section of truss with
'WEBS: TOTAL LOAD ■ 42.0 PSF
2x 4 OF STAND (2) 16d nails and top section with (2)
16d toenailed to stripping. Stripping
TC MAX PURLIN SPACING 120" DC, UON. spaced at 24 " o.c. maximum.
BC MAX PURLIN SPACING 120" DC, UON.
• •
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4 -11 -03 4 -11-03 •
12 12
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sPBER 6'�� O"
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•
y Structural Truss Belo r EXPIRES 121
9 -10-05
•
•
Scale: 1/2" • • •
JOB NAME: (T14)CAP TRUSS 971527 CLOSE HOMES TUALATIN
WARNPros: General Notes, unless otherwise noted:
1. Bead .o Gemini Notts end W.minge before construction of tenses. 1. Design to support loads as shown. AnVer: 1.01 (IL) -M
Z Builder and erection contractor should be advised of .s General Notes and 2. Design assumes the top and bottom chords to be laterally braced at
F LIE NO. :CAP -9 -b -4 c Wmb p. before conneunlen commons.. 2' -0 o.c. and at 12' -0' o.c. respectively.
3. 1 ■� compres.len web bracing must be Imitated where shown +. 3. 2x4 Impact bridging or lateral bracing required where shown + +
4.
4. Al lateral force relining element. such as temporary ens perm.nerrt er.dng, Design Installation of truss is the responsibility to be ue of the respective contractor.
DATE: r 23/97 mud be designed and rovkled by d 5. Design assumes trusses are to se uaeri in anon- corrosive environment,
sn p r ••toner of =wine eteucture, and are for 'dry condition' of use.
Compuuus o.sumM no responsibility for such bracing. 8. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc.
REF . Na bad should be applied to my oomp.n..t ..us ever . bracing and necessary.
15 DES . BY: A B B. fasteners we compete. and .t no time should my bade greater than design 7. Design assumes adequate drainage is provided.
8 Plates shell be located on both faces of truss, and placed so their center
bads be applied to any component.
1 18 3 2 5 B . C. utee ha. no control over and •. .YrnM no .nsibmt for the lines s coincide Wite e site of joint plate center lines. M .a.ACllelMO . ENerEEara . COMPUTER atarE -6
SEO .: cop •Mp r 8. Digits Iict of plate in Inches.
fabrication, handling. ehlpm.nt end Inetag.tlon of component.. 10. For basic design values of the Computrus Plate, Indicated by the prefix
7. This design Is fuMshed .ubl..t to the limitations on true. designs set forth C. see I.C.B.O. R.R. 4211.
by the Tress plat. Institute In Wood Tnn.M, HI B.01". a espy of 11. The Computrus Net Section Plate Is indicated by the prefix 'CN', the
which will be furnished by Computes. upon square. designator 1181 Indicates 18 ga. materiel is used. All others are 20 ga.
•
•
LUMBER SPECIFICATIONS TRUSS SPAN 15' .00' ANSI /TPI SINGLE MEMBER FORCES 4WGD
•
LOAD DURATION INCREASE - 1.15 T 1- -569 B 1- 372 N 1- -128
SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2- -404 B 2- 372 N 2- 340
TOP CHORDS: . T 3- -404 • W 3- -128
•
2x 4 DF /16BTR 1- 4 LOADING T 4- -569
BOTTOM CHORDS: LL( 25.0) +OL( 7.0) ON TOP CHORD - 32.0 PSF
2x 4 DF 116BTR 1. 2 DL ON BOTTOM CHORD - 10.0 PSF LEFT - 630 RIGHT - 630
WEBS: TOTAL LOAD - 42.0 PSF
2x 4 DF STAND 1- 3 BEARING AREA REQUIRED (SO. IN)
JOINT 1 1.01 OF / 1.56 HF / 1.48 SPF
TC MAX PURLIN SPACING 100" OC. UON. JOINT 5 1.01 OF / 1.56 HF / 1.48 SPF
•
BC MAX PURLIN SPACING 120" OC. UON.
•
.
7 -06 -00 7 -06 -00 12
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i' 15 - 00 - 00 y EXPIRES 12/31197
Scale: 1/4"
JOB NAME: (T2) 971527 CLOSE HOMES TUALATIN
WARNINGS: General Notes, unless otherwise noted:
1. Read all oanmd Not.• and W■ndng■ boore construction of busses. 1. Design to support loads as shown. AnVer: 1 .01 (iL)
2. Bugdes and meatless connector should be advised ot.5 General Notes and 2. Design assumes the top and bottom chords to be laterally braced at
FILE NO. '
T -15 -12-42 Wambrg. before construed. commences. 2' -0 o.c. and at 12' -0 o.c. respectively. ,
3. 1.3 eempre.slon mob bracing must be Instal. where shown .. 3. 2x4 Impact bridging or lateral bracing required where shown + +
4. s lateral force resisting dements war a. temp and p mm.nsnt tracing. Des
5. Design
a s of truss is the responsibility tused rs the non-corrosive contractor.
DATE: 5/23/97 a A 5. and a assumes 'dry c onditi are of be used i a non corrosive environment,
must e• designed and provided by designer of oemplm struatm., and are for 'dry condition' of use.
Conmutne assumes no responsibility fro such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc.
REF .: 5 No Id shouid be applied to any oompon t unto breed's(' ■nm . breed's(' and necessary.
1 5 - 1 D ES . BY:, AB Ind t.stanm. are complete. and .t ne ttm..hould any bed. wester then dad s 7. Design assumes adequate drainage Is provided .-)
toad. e• applied to any eompanmht. 8. Plates shall be located on both faces of truss, and placed so their center
SED .: 3.18326 e. Computrus has no oenlel ore and assumes no responsibility for the lines coincide with joint center lines. MANUFACTURING . ENGINEERING . COMKr ER EMIT Ma
fabrication. handling. . 8. Digits Indicate size of plate In inches.
fabrication.
g shipment and Installation of components. 10. For basic design values of the Computrus Plate, Indicated by the prefix
7. This design Is h.N,hd eubleat to the Imh■tlons on truss designs set forth 'C ". see I.C.B.O. R.R. 4211.
by the Tn.. Nate Institute b. e,.dng Wood Tru..., HIB•91'. • copy of 11. The Computrus Net Section Plate Is Indicated by the prefix 'CN', the
width mm be nanf.hd m
by Computrus upon request. designator 1181 indicates 18 ga. material Is used. All others are 20 ga. .
•
•
•
LUMBER SPECIFICATIONS TRUSS SPAN 15'- .00 ANSI /TPI 2 MEMBER FORCES 4WGD
LOAD DURATION INCREASE - 1.15 + T 1- - 4964 8 1- 3376 W 1- 74
SIZE SPECIE GRADE PANELIST SPACED 24.0' O.C. T 2= -4742 8 2= 3376 W 2= -36
TOP CHORDS: T 3- -4740 B 3- 5020• W 3- 6488
2x 4 DF 016BTR 1- 4 LOADING T 4= -7384 B 4= 5020. W 4= -2576
BOTTOM CHORDS: LL( 25.0) +DL( 7.0) ON TOP CHORD - 32.0 PSF W 5- 3768
2x 9.5000 DF 12 1- 4 DL ON BOTTOM CHORD = 10.0 PSF
WEBS: TOTAL LOAD - 42.0 PSF LEFT - 3814 RIGHT - 7326
2x 4 OF 12 3
2x 4 OF STAND 1. 2. 4, 5 BC UNIF LL +DL= 840.0 PLF 8' .0' TO 15' .0' VERT BEARING AREA REQUIRED (SO. IN)
JOINT 1 6.10 OF / 9.42 HF / 8.97 SPF
i TC MAX PURLIN SPACING 36' OC, UON. BC CONC LL +OL- 4000.0 LBS 9 8' .0' JOINT 5 11.72 OF / 18.09 HF / 17.24 SPF
BC MAX PURLIN SPACING 120" OC, UON. n
. ( 2 ) complete trusses required.
I ' Join 16d Box nails staggered at
12" otogether c through ith top chords,
3° oc throughout bottom chords,
WW 12" oc throughout webs.
7 -06 -00 7 -06 -00
12 • 12
12.00 / C- 5.5x6
5 5' \ X 12.00
•
•
�l
C -5x6 C �� QEO PROP
r
Wed
C - 5x ge f 4 typ
C-5x14.5 \ _ 11 - , ■ N
4 1d 1 ms tA, r� ,� t,_ T Ac
i 0...'" , - -:
° C -3x7,7 C -7x9.4 C-3x7.7
y 4 "typ • I 4000 ## @ 8' -0"
..1
EXPIRES 12/31197
15 -00 -00
Scale: 1/4"
JOB NAME: (T3) ( 1 971527 CLOSE HOMES TUALATIN
WARNINGS: General Notes, unless otherwise noted:
1. Read •a General Notes and Warnings before oon.nuawn of trusses. 1. Design to support loads as shown. AnVer: 1.01 (IL)
' 2 Builder and erection contractor shodd be advised of m Gonad Notes and 2. Design assumes the top and bottom chords to be laterally braced at
FILE NO .
• (J- i S -1 L -4 L Warnings before venatr,Mion commences. 2'4O o.c. and at 12' -0' o.c. respectively.
3. 1.3 oempm.len web bndng mud be Installed .hen .hoem +. 3. 2x4 Impact bridging or lateral bracing required where shown + +
4. AB lateral force resisting elements math a. temporary and permanent bracing. 4. Design of truss is the responsibility to be used of the non-corrosive contractor.
DATE: S /23/97 must be desl ed and provided by designer of are lat. stnrmur.. 5. Design assumes trusses are to be used Ina non - corrosive environment,
o^ p y sn mp and are for 'dry condition' of use.
• Sometime ,.runes no r..penemgfty for suds bracing. 8. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc.
REF.: B No load should be applied until ra
ed to any oampon.nt til after di bomg and necessary.
i S - i DES. BY : : AB f■.tenw a . e no
• . com a t time should any l gr eater man de.bn 7. De as sumes adequate drainage Is provided.
load. b• applied to any component. 8. Pla shall be located on both faces of truss, and placed so their center
SEG.: 1183 27 ' e. Comput,us ha. no control over and emerge no responsibility for the Di git coincide with joint center lines. M NIeAC IM MO . TNawEEaMd . COMPUTER SYSTEMS
fabrication. handling, shipment and b.tae mp
ation of eo 8. Digits give inches. dei, 10. For basic de c design vallu es s o of the Computrus mp .
Utrus Plate, indicated by the prefix
TN
7. . design 1. furnished .ub1M to the gmlletlene on trove deigns ref forth 'C', see I.C.8.0. R.R. 4211. • •
by the Tnr.. N +at
Plate bhut• In Wood Tnr...., Nis - 01•, a copy of 11. The Computrus Net Section Plate Is Indicated by the prefix 'Chi', the
which am be Command by Comtm. upon request. designator 1181 indicates 18 ga. material is used. All others are 20 ga. .
•
. •
1
•
LUMBER SPECIFICATIONS 40- 0- 0 STUB HIP SETBACK B- 0- 0 FROM END WALL ANSI /TPI 2 MEMBER FORCES 4WGD
LOAD DURATION INCREASE - 1.15 + T 1- -6304 B 1- 5180 W 1- 290 W 6- 994
SIZE SPECIE GRADE PANEL(S) T 2= -5828 B 2= 5180 W 2= -326 W 7= -2920
TOP CHORDS: LOADING T 3- -4922 B 3- 5772 W 3- 1470 W 8- 304
•
•
. 2x 4 OF 1110TR 1, 2. 6 T 4= -5610 B 4= 5166 W 4= -1204 W 9= 3798
2x 6 DF /168TR 3- 5 TC UNIF LL +DL- 64.0 PLF 0' .0' TO 12' .0" VERT T 5- -3104 B 5- 0 W 5- -364 W10- -4358
BOTTOM CHORDS: TC UNIF LL +DL= 160.0 PLF 12' .0" TO 33' 10.8" VERT T 6= -3678
2x 6 OF 0168TR 1- 5 TC UNIF LL +DL- 64.0 PLF 33' 10.8' TO 40' .0" VERT
WEBS: BC UNIF LL +OL- 50.0 PLF 0' .0' TO 40' .0" VERT LEFT - 3952 RIGHT - 4502
• 2x 4 OF STAND 1 -10
i TC CONC LL +DL- 896.0 LBS @ 12' .0" BEARING AREA REQUIRED (S0. IN)
I TC LATERAL SUPPORT <- 12 "OC, UON. TC CONC LL +OL■ 896.0 LBS @ 33' 10.8" JOINT i 6.32 OF / 9.76 HF / 9.30 SPF
1 BC MAX PURLIN SPACING 120" OC. UON. JOINT 12 7.20 OF / 11.12 HF / 10.59 SPF
OFF PANEL SPLICE NOTE: ( 2 ) complete trusses required.
Off panel point splices are located Join together with 16d Box nails staggered at
at 1/5 the panel length +/- 12" at
•
either end of the panel indicated. 111 1 1 oc throughout top chords,
except end panels. 'j' oc throughout bottom chords,
• 12" oc throughout webs.
. Note: Stagger splices on adjacent members. •
11 -11 -12 21 -10 -13 6 -01 -07
12 NOTE: 1X3 BRACING AT 1' -0" O.C. • \ 12
8,001 / FOR ALL FLAT TOP CHORD AREAS. C 1 8.00
(/ C -4x7.7 C- 2.5x4.3 C- 4x6(AS) C -4x6 ,
•
• aB
•
C- 2,5x4.3 C-5.5x6
• � PR Opk. •
( ' 1 'p
• c
•
U
I
`� : EGON q,
° -5x6 C- 1.5x2.6 0.A C- 2.5x4.3 C- 5x6(AS) C- 1,5x4,3 t ;�:� "'p ) 56 v
• C- 2.5x7,7(NS) C- 3x11.9 .`•�,' ()err , 0 , _ �
• C -7x9.4 (S1 . - � r (� C f\ F"
i' 40 -00 -00 y EXPIRI_8 12/31/97
Scale: 3/16'
JOB NAME: TVBS (1 (T10) 971527 CLOSE HOMES
WARNg10a: Oenerel Notes, unless otherwise noted:
1. Read w « m.
Gene..[ Notes and wnbrg. before eon.esso. of Nunes. 1. Design to support loads as shown. AnVer: 1.01 (IL)
FILE NO.: STBH 40 - 8 - 42 2 . Budd« and erection contractor Amid be *drivel of di General Notes and 2. Design o s and at to a bottom fiord to be laterally braced at
Wemings before construction commences.
3. 1a3 compression web bradng mud be Inptee•d where .hero F. 3. 2x4 Impact bridging or lateral bracing required where shown + +
a AO Wesel force resisting elements such se temporary and permanent bracing. 4. Inetalfat of truss is the responsibility of the respective contractor.
.
DATE: 5/23/97 5. Design assumes to be trusses are to be used In a non-corrosive environment,
• must be designed and prodded by de lgne. of complete .word•• and are for "dry condition' of use.
• Compwms assumes no r•eponsromty for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if C UTi'U5 Inc.
REF .: 15 -1 DES. BY: AB S. No load .hould be applied to any component unto ener do bracing and necessary. P
lesteneco are complete, and at no time should any loads greater than design 7. Design assumes adequate drainage is provided.
i oea. be.pvped to any component. 8. Plates shell be located on both faces of truss, and placed so their center
•
SR L: 118326 6 laid. b osmium. has n o control ov and assumes no responsibility coincide for the lines coincide with joint center lines.
9. Digits indicate size of plate in inches. McNI"aC TURING . ENGNEE eNe . COMPUTER sys oic
fabrication, h.ndling, shipment and Installation of components. 10. For basic design values of the Computrus Plate, Indicated by the prefix
T. This deign Is banished subject to the !Imitation, on tent designs set forth "C', see I.C.B.O. R.R. 4211. '
by the Inns Plate tnetnut• In Wood Tm..e.. His -al", a copy of 1 1. The Computrus Net Section Plate Is indicated by the prefix 'UV, the
• rhldt will be furnished by eomputnn upon request. designator 1181 indicates 18 ga. material is used. All others are 20 ga. ,
LUMBER SPECIFICATIONS TRUSS SPAN 40'- .00' ANSI /TPI SINGLE MEMBER FORCES 4WGD
. LOAD DURATION INCREASE - 1.15 T 1- -2332 B 1- 1889 W 1- 148 W 7- 250
SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2- -1837 B 2- 1889 W 2= -424 W 8= 804
TOP CHORE'S: T 3- -1546 8 3- 1630 W 3- .503 W 9- -1171
2x 4 DF /1&BTR 4 LOADING T 4= -1151 8 4- 1630 W 4= -130 W10= 1357
2x 4 OF I1 1. 2. 5. 6 LL( 25.0) +0L( 7.0) ON TOP CHORD ■ 32.0 PSF T 5- -1368 8 5- 503 W 5- 163 W11- -1652
2x 4 OF SS 3 DL ON BOTTOM CHORD = 10.0 PSF T 6= -604 B 6- 0 W 6= -746
BOTTOM CHORDS: TOTAL LOAD ■ 42.0 PSF
2x 4 OF d16BTR 1- 6 LEFT - 1690 RIGHT - 1670
WEBS:
; 2x 4 OF STAND 1 -11 BEARING AREA REOUIREO (SO. IN)
JOINT 1 2.70 OF / 4.17 HF / 3.98 SPF
TC LATERAL SUPPORT <- 12'0C, UON. JOINT 13 2.67 DF / 4.12 HF / 3.93 SPF
BC MAX PURLIN SPACING 120' OC. UON.
OFF PANEL SPLICE NOTE:
Off panel point splices are located
at 1/5 the panel length +1- 6' at
either end of the panel indicated,
1
except end panels. •
I NOTE: 1x3 BRACING AT 2' -0' O.C. .
FOR ALL FLAT TOP CHORD AREAS. 2x4 vertical at 48 "o.c. .
with C- 1.5x2.6 typ. •
j
i 14 -11 -12 15 -10 -13 f 9 -01 -07
•
8 12 12
.00 8.00 D PROF
V C-4x6 C- 2.5x7.7 $ C -4x6 ' .E lei F 0-
• •
1 C- 2.5x4.3 C -2.5x6
•
•
C -5x5.1 ,
. -.. • - EGON 4
ZTL
,.. _ d,
i .T�
Q v R . rN
-4x6 C- 1.5x2.6 C- 2.5x6(5) C-1.5x2.6 C- 2.5x7.7 C -5x5.1 Pl -7' =S 12!31/9
•
C- 2.5x7.7 C- 2.5x6(S) C- 1.5x3.4 �' W
b •
Scale: 1/e• 40 -00 -00 y
• JOB NAME: (T5) (T09) 971527 CLOSE HOMES TUALATIN
•
WARNINGS: General Notes, unless otherwise noted:
1. Read an Ommml Not.. and Waning, betore construction of trusses. 1. Design to support loads as shown. AnVer: 1 .01 (IL)
• t Builder and erection eontrset°. should be advised of as en
General Notes and 2. Design assumes the top and bottom chords to be laterally braced at
FILE NO.: STFR- 40 -8 -42 Wamhp.b.fera00n.tmeilon oommerreea. 2'•0 o.c. and at 12' -0 o.c. respectively.
3. 1.3 eompressbn web bracing must be Whaled who Mown +. 3. 2x4 Impact bridging or lateral bracing required where shown + +
4. AB lateral force minim .ernente .Gall .s temporary ns
oA T E: 5 / 2 3 / 9 7 o roper y end permanent bracing, 4. Installation of truss is the responsibility of the respective contractor. Design assumes trusses are to be used in a non- corrosive environment,
• must be d..tgnd and melded by de.igna of complete structure. and are for 'dry condition' of use.
Coniputrn assumes no responsibility for ouch bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if / Inc.
REF .: 15 - 1 DES. . BY: A B 6. No bad Mondd be applied to any component {rota eftm as bracing end necessary,
• r fasteners are complete, and at no time Mould any loads greater than design 7. Design assumes adequate drainage Is provided.
Toad. b• pad to .ray aempenent. 8 Plates shall be located on both faces of truss, and placed so their center
lines coincide with joint center lines. yvNLAecivays . FNewFEmNt . COM.VIE, Sr61MS
sED .: 118329 a. C omp b e has t control over and ammo* no re m onsW@t y for the 9. Digits Indicate size of plate In Inches.
fabrication, handling. Moment and Installation of component.. 10. For basic design values of the Computrus Plate, Indicated by the prefix
7. This design N fundshd .ubj.et to the smllatlons on truss designs rot lath 'C', eee I.C.B.O. R.R. 4211.
by the Ten.. Rate Institute b1'Braotng Wood Trusses, I01.a1 . eepy of 11. The Computrus Net Section Plate Is indicated by the prefix 'CN', the
which wen be hanl.hd by Computrus upon request. designator 1181 indicates 18 ga. material Is used. All others are 20 ga.
l
LUMBER SPECIFICATIONS TRUSS SPAN 23'- 5.13' ANSI /TPI SINGLE MEMBER FORCES 4WGD
LOAD DURATION INCREASE - 1.15 T 1- -1173 B 1- 948 W 1- 141
SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. . T 2= -676 B 2= 948 W 2= -474
TOP CHORDS: • T 3• -676 B 3- 514 W 3- 380
2x 4 DF i168TR 1- 4 LOADING T 4= 0 W 4= 81
BOTTOM CHORDS: LL( 25.0) +DL ( 7.0) ON TOP CHORD - 32.0 PSF W 5- -901'
2x 4 DF i16BTR 1- 3 DL ON BOTTOM CHORD = 10.0 PSF W 6= -150
WEBS: TOTAL LOAD - 42.0 PSF
2x 4 DF STAND 1- 6 LEFT - 993 RIGHT ■ 975
TC MAX PURLIN SPACING 60" OC, UON. BEARING AREA REQUIRED (SG. IN)
BC MAX PURLIN SPACING 120" OC, UON. JOINT 1 1.59 OF / 2.45 HF / 2.34 SPF
OFF PANEL SPLICE NOTE: JOINT 9 1.56 OF / 2.41 HF / 2.29 SPF
Off panel point splices are located
at 1/5 the panel length +/- 6' at
•
either end of the panel indicated, '
except end panels.
- 14 -00 -14 9 -04 -04
12 12
13.00y C -4x4.3 8.00
i
4 3
• i;
• • illkINC-ix2.6
•
C - 2.5x4.3 �� PROF
. , .'. " N FF i
I
•
•
�".
v
(+) Al .
-7' / 1. h '_ . C P_
• ° -4x4.3 C -1x2.6 C-2.5x4.3(S) C- 2.5x4.3
• • C- 2.5x7.7
y 23 -05 -02 .J •
Scale: 3/160 •
JOB NAME: (T6) 971527 CLOSE HOMES - TUALATIN
•
WAR/42408: Genera/ Notes, unless otherwise noted:
1. Read ail Genes.' Notes and Warnings before construction of true•... 1. Design to support loads as shown. AnVer: 1 .01 (IL)
•
2 . Builder and erection contract..hould b. advised of ail General Notes and 2. Design assumes the top and bottom chords to be laterally braced at
FILE NO.: ST w.rtdng.b eonshumloneommmees. 2' -0 o.c. and at 12' -0' oar. respectively.
3. t :a compression sae bracing must be Installed where .ho.n.+. 3. 2x4 Impact bridging or lateral bracing required where shown + +
4. AS lateral forms r.d.ting element. ouch as temporary and permanent bracing, Design
4. Installation of is trusses is the responsibility tbe used in the non contractor.
me
DATE: 5 / 23 / 9 7 5. and r e for 'dry co assumes co nd are of be used in a nort corrosive environm e. designed end provided by eeslpnr of complete structure. end are of use.
• Conrputrw ...sum. no r..pon.bmty foe such bracing. 8. Design assumes full bearing at all supports shown. Shim or wedge If CompuTrus Inc.
REF .: DES. BV. B. No load .houtd b• applied to any component t. all bracing and necessary. 15 -1 AB until .h
fasten., .r• complete. end at no time should any foods greater than d don
7. . Piet a be located ate drain f eceI provide and placed so their center
loads be applied to any oomponenl. lines coincide with joint center lines. uo ureCIVRm ENOa
O . EEee1O . COMP\NER 6YS1EMs
SED .: 118330 ' g. Computrvs has no control over and assumes no respon.bmty for the 9. Digits Indicate size of plate in Inches.
f.bdeatbn. handling. shipment and installation of components. 10. For basic design values of the Computrus Plate, indicated by the prefix
7. TN. design Is furnished eublad to the gmh.tlons on hues designs set forth "C ", see I.C.B.O. R.R. 4211. -
. by the Truer. Plate b,.th• In Wood Trusses, H18-111 ".. copy of 11. The Computrus Net Section Plate Is Indicated by the prefix "C, the
which am be furnished by Computrus upon request. • designator 118) _ indicates 18 ga. material is used. N" . All others are 20 ga. .
•
LUMBER SPECIFICATIONS TRUSS SPAN 26'- 5.13" ANSI /TPI SINGLE MEMBER FORCES 4WGD
LOAD DURATION INCREASE - 1.15 T 1 - - 534 B 1■ 0 W 1 - - 1077 W 6• 180
i SIZE SPECIE GRADE PANEL IS) SPACED 24.0" O.C. T 2= -710 B 2= 610 W 2= 731 W 7. -520
TOP CHORDS: T 3- -589 B 3- 522 W 3- -488 W 8- -BO
2x 4 OF /'16BTR 1- 5 LOADING T 4= -326 B 4= 0 N 4= -36 W 9= 776
BOTTOM CHORDS: LL( 25.0) +0L( 7.01 ON TOP CHORD - 32.0 PSF T 5- -393 W 5- 49 W10- -1066
2x 4 OF /168TR 1- 4 DL ON BOTTOM CHORD = 10.0 PSF
WEBS: TOTAL LOAD - 42.0 PSF LEFT - 1110 RIGHT - 1110
2x 4 OF STAND 1 -10
• BEARING AREA REQUIRED (S0. IN)
TC MAX PURLIN SPACING 84' OC, UON. JOINT 7 1.78 OF / 2.74 HF / 2.61 SPF
• BC MAX PURLIN SPACING 120' OC, UON. JOINT 11 1.78 OF / 2.74 HF / 2.61 SPF
• OFF PANEL SPLICE NOTE:
,• Off panel point splices are located
at 1/5 the panel length +/- 6' at
either end of the panel indicated.
except end panels.
•
12 -01 -11 9 -10 -05 , 4 -05 -02 T ,
12 12
8.00V C -5x5.1 C- 2.5x4.3 C- 5x5.■8.00 .
`C -4x4.3 ��aEOF�Op.
C- 2.5x4.3 Sr ' C C
t� ,
` l
N ..
C -2.5x6 7:3
f-
i CD 0 REcor1 Ter
-s ' ..1 G t\I:
- 1.5x2.6 C- 2.5x7.7 C -3x7.7
• C- 2.5x4.3 C- 2.5x4.3 (S) C- 1.5x2.6 !<y,?):tE3 12/31197
y y
Scale: 1/8" 26-05 -02
JOB NAME: (T7) 971527 CLOSE HOMES - TUALATIN
WARNOGS: General Notes, unless otherwise noted:
1. Reed .e Owned Notes and Wanings below* construction of Inns**. 1. Design to support loads as shown. AnVer: 1.01 (IL)
FILE NO.: STFR- 26 -5-4 2 2. &Moo and erection contractor shetdd be added of all General Notes and 2. Design O.e and assumes 2 top and bottom ive�l chords to be laterally braced at
Warnings b eonrfruetbn comma, **.
3. 1.3 compression web bradrhp must b• Installed when . **ohm .. 3. 2x4 Impact bridging or lateral bracing required where shown a a
DATE: 5 / 2 3 / 9 7 4. AB lateral force resisting dement. such .. temporary and permanent bracing, 4. Design ass umes trusses are of truss is the responsibility to be used in a non-corrosive of the n-corr osive environment,
respective contractor.
must b• designed and Desi n ass to be n - corr
sn provided by ee.lpne of complete structure. 5. and are for "dry condition" of use.
• Computrue assumes no.espon. -betty for suds bracing. 8. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc.
REF .: 15_1 S. Na load .hould be applied to any component unto .R a er . bracing and necessary.
OES . BY:, A B fastener. ere complete, and at no time M raer
Mould any leads gt than design 7. Design assumes adequate drainage is provided.
loads be pad to any oompona.t. 8. Plater shall be e located on both faces of truss, and placed so their center
rue lines coincide with joint center lines. MatAWACne1N0 . MINIMUMO. COMPUTE A R. MIS
SEG .: 118331 B. C o dphandling. has no control eve and assumes no r..pen.lbml for 1M 9. Digits indicate size of plate in inches.
f■bdo•tlon, handling. M Imagistic*. and Imagistl of component.. 10. For basic design values of the Computrus Plate, Indicated by the prefix
7. this .0 B,d en
s design Is hanl.hb).cl to the t.ls on Ws. designs net forth "C ", see I.C.B.O. R.R. 4211. '
by the Truss Plate badxut• In Wood Trusses. N® - 91", • copy of 11. The Computrus Net Section Plate Is indicated by the prefix "CN", the
which will be 'mistral by Computrus upon request. , designator 118) indicates 18 ga. material Is used. All others are 20 gee .
um■
•
1
•
' LUMBER SPECIFICATIONS TRUSS SPAN 40'- .00' ANSI /TPI SINGLE MEMBER FORCES 4WGD
LOAD DURATION INCREASE - 1.15 T 1• -2356 B 1- 1895 W 1• -208 W 7• 421
SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2- -2135 B 2- 1650 W 2- 373 W 80 196
TOP CHORDS: T 3- -1606 8 3- 1302 W 3- -542 W 9- -882
. 2x 4 OF /16BTR 1- 7 LOADING 7 4- -1333 B 4= 1027 W 4- 549 W10. 1198
BOTTOM CHORDS: LL( 25.0) +OL( 7.0) ON TOP CHORD ■ 32.0 PSF 'T 5- -1142 B 5.. 0 W 5- 84 W11- -1636
2x 4 DF IICBTR 1- 5 DL ON BOTTOM CHORD - 10.0 PSF T 6- -1376 W 6- -424
WEBS: TOTAL LOAD - 42.0 PSF T 7- -875
•
2x 4 OF STAND i -ll
. LEFT = 1691 RIGHT = 1669
TC MAX PURLIN SPACING 44' OC, UON.
I BC MAX PURLIN SPACING 120' OC, UON. BEARING AREA REQUIRED (S0. IN)
' OFF PANEL SPLICE NOTE: JOINT 1 2.71 OF / 4.17 HF / 3.98 SPF
Off panel point splices are located JOINT 13 2.67 OF / 4.12 HF / 3.93 SPF
I at 1/5 the panel length +1- 6' at
either end of the panel indicated,
except end panels.
•
18 -00-00 9 -10 -05 12 -01 -11
12 12
• 8.00 V C -5x6 C- 2.5x4.3 C -5x6 "8.00
• .coREp PROS $.
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-4x6 C- 2.5x4.3 C- 2.5x6(S) •C- 2.5x7.7 C -4x4.3
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C- 2.5x7.7 C- 2.5x6(S) C- 1.5x3.4 IMMENEEMMIIIM
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Scale: 1/8' 40 -00 -00
JOB NAME: (TB) 971527 CLOSE HOMES TUALATIN
• WARNINGS: General Notes, unless otherwise noted:
1. Read all General Notes and Warming. before eon•uuetlon of trusses. 1. Design to support loads as shown. Any 1.01 (IL)
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FILE NO.: $T1r1C- 4U t1 -4 2 Z . Builder and erection contractor .hetdd be wished of ell General Notes and 2 . Design assumes the top and bottom chords to be laterally braced at
2' -0 o.c. and at 12' -0" o.c. respectively.
Warnings befor. construction aommenoes. 3. 2x4 Impact bridging or lateral bracing required where shown + +
3. 113 osmpres.lon web bracing must be Installed where shown • . 4. Installation of truss is the responsibility of the respective contractor.
DATE: 5/23/97 4. AO latent fore• resisting elements such se temporary end permenent 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.
Computers assumes no r..pondbsny for etrth bream,. 8. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc.
• REF .: DES . B Y: S. No load should be ripened is any component arts after an bracing and necessary.
• 15 -1 AB fasteners as. complete. and et no tie.. sheeid any loads greater than design 7. Design assumes adequate drainage is provided.
load. be appoed to any component. 8 Plates shall be located on both faces of truss, and placed so their center
responsibility lines coincide with point center lines. NAwIoACnea
eo . ENORaEERn.a tEMS
. COMVVIER Ses
SEG .: 118332 B . Computrus has no control over en assumes no reap r Ip the 9. Digits indicate size of plate In inches.
fabrication. handling. shipment end butaaatlon of component.. 10. For basic design values of the Computrus Plate, Indicated by the prefix
7. This design is furnished emI•et to the limitations on truss designs set forth 'C', see I.C.B.O. R.R. 4211.
by the Tress Rate Institute b.'aradng Wood Tense.. HIB.a1', • copy of 11. The Computrus Net Section Plate Is indicated by the prefix 'Chi', the
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. which wig be furnished by Comput ue upon request. designator (18) indicates 18 ga. material is used. All others are 20 ga.
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