Plans OFFICE COPY
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March 4, 2005
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CITY OF TIGARD
Derek L Brown & Associates, Inc. OREGON
9500 SW Barbur Boulevard, Suite 220
Portland, OR 97219
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RE: TRUSSES FOR NEW TOWNHOME DEVELOPMENT
Tenant Name: Hawks Beard Townhomes Occupancy Type: R3
Construction Type: VN Stories: 3
The attached truss details are approved for the following Lots;
Lot 50 10955 SW Huntington Avenue Permit Number MST2003 -00339
Lot 51 10945 SW Huntington Avenue Permit Number MST2003 -00340
Lot 52 10935 SW Huntington Avenue Permit Number MST2003 -00341
Lot 53 10925 SW Huntington Avenue Permit Number MST2003 -00342
Lot 54 10915 SW Huntington Avenue Permit Number MST2003 -00343
Lot 55 10895 SW Huntington Avenue Permit Number MST2003 -00344
Lot 56 10875 SW Huntington Avenue Permit Number MST2003 -00345
Lot 57 10865 SW Huntington Avenue Permit Number MST2003 -00346
Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall
be maintained on the jobsite. The plans shall be available to the Building Division inspectors
throughout all phases of co m- tion. 106.4.2 OSSC
Respec
ri .. k,
Senio ' lans Examiner
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
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LOT 54 for 55 ` Lor • 5(0
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III'IIIIIIII111 Gampullius•inc. Tpis cosign p:epaied from computer input by IIIIIIIIIIIIIIIII 1IIIIIIIII11111111IIE11 lf1l Trans ID: 65511
PACIFIC LUMBER / BC 7.1.2T(2L)-2 -- -- -----
LUiMBBR SPECIFICATIONS TRUSS SPAN 26' 0.0" ;able end truss on continuous bearing wall.
LOAD DURATION INCREASE = 1.15 : -1 2.6 or equal typical at stud verticals.
c" - - SIZE- -SPECIE -GRADE - • - SPACED 24.0' D.C. ' - - - Refer to Complffrus gable end detail for
L c.
TOP CHORDS: • l'omplete specifications.
▪ 2x 4 DF Il&BTR --GOADING- - D[YITUIT Cl1BTR - —
— — — - - - - - - - -- -- — --
2x 4 DF Al &BTR LL( 25.0) +DL( 1.0) ON TOP CHORD - 32.0 PSF
co WEBS: DL ON BOTTOM CHORD - 10.0 PSI
N 2x 4 Dr STAND TOTAL LOAD = 42.0 PSF •
0 TC LATERAL SUPPORT <= 12'0C. VON.
z BC LATERAL SUPPORT <= 12 "0C. NON.
13 -00 -00 13 -00 -00
{ 1"
• 12 C -4x4.3 12
6.004/ 4.0" v6.00
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PROF
0 06 -00 26 -00 -00 0 06 -00 - C� f �� nS0 r � 1 Nfi � ` s ` S O
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LC . Scale: L /4" S �i� �'A '
o J NAME: JOB- HANKS BEARD TUWNIIDMES - T -1
M wniumwx General Wes, unlrsaUhenritse paled n
I. Read eI Gensd Mtn end WamWigs Wore constnsSnn et Imam I. Desyn to support bads es shown. N e .'•-' -0N Q ^�
L Bandar and mason m V.e r shod;! b. sdef■ed of el GonerdNotes and 2 Design assumes the tap and botbrn chords to be laterally braced at ,` —/
�f- FILE NO. 7-1 Worr..ar b.f m. Oman room Y -�--o.c. and at 1Z-0• o.c. r�sp actively (: .7, 1 . 08 � � v
0 3. 2x4lrclp ,orlaleralbdacin uiredwhaleshaene4. La O
3. 116 ompretsimr ■� brerilg meet be klstaLed Where s e l( of
N a "14" oI b. h.esr. d. means nrehmtsmponryend a•a.ane bre.t,g. 5 Oe Design
wra esb u s u� responsibility to soda x non-reo w sr contractor rrr f > 'Z�
DATE: i0 /12i 2004 Ingot be deaig nda ad pray Wad by designer of eompe4 airman.. t
umpuirue .a.,neaa ft. na.pa aidy for nab braelna & De mon For fun besnng a t al supports sheen Shire or .eedge A R • C r '
c 5,. Ks toed stead he �
• :1J tphdta any e sea.e should any dla wad./ end necessary.
• ledaaur.anapm N.,end.tswdrta.■haold weds wad./ aswmeeadequate d2lna eis prov ��� i�1
' DSS. BY totals be applied LO 'r`y d B Pla tes 7. Ned n shall be located an loth faoesof Inns, end placed so then ceder C!♦ f' fi�`S �2;
SEQ.: 19 38015 & Co ulnrslwmeannotovarandaestsaosoeresponsbiayhath. 6nesecin l inches
lines
v .: 9. Uglt e
es size pate
es plate in Cominch
Wok hendr,y ahb,n.ht end h eef.tim of aaepemras. 1 O- For basic dmon values of thp,, Plea. Indicated by the meter 7. This daayn r■ banished subject lo the Ikniraticas on truss doaldne sal Forth • 1C • - see 1 C B O R R 4211
byT %in HB91 at TPVNICA to BC51 I -0) .apesof.I vas be banished h1. The Ccruptilnls h_t S_dlnn Plate Is indicated b• the curls Iha .
by ccaopotau■ amen napos . designator 08) ICdicates 18 pa. niatenal is used! AU others are 20 ga.
11E11111E GnmpuTeus'hi.,. This cesian prepared 1'roa, computer input by M11111311 1111UII11111111111I1IIIIIIFOII Trans ID: 6551
PACIFIC LUMBER / BC 7.1.2T13L >-:.
LUMBER SPECIFICATIONS TRUSS SPAN 26'- 0 -0" . Ill:!' 97/TP1 S1IIl:LE HEMBER FORCES 4WRGD
LOAD DURATION INCREASE = 3.15 . - f 1- 0 B 1= 3704 N 1= 176
o SIZE SPECIE GRADE - PANEL (S1 - - - - - - SPACED ' 24.0" O.C. •-- -- - - - '� 7.; = 4111...0. 2 =- .1834- .N 2= 1982 .
-
�' S 0P CHORDS: T )- -:(932 B 3= 1834 V 3= -715
2x 4 DF A1 6BTR 1- 8 T 4= - 14.66 B 4= - 3704 V 4= 1009
B137F014-ClaoROS;
- -- - -LOADING- -- -"-T-5=----1,-.4-6-6------- ---- • - -H - 5= 715 _
2x 4 DF 111&BTR 1- 4 LL( 25.01 +DL( 7.01 ON TOP CHORD = 32.0 PSF T 6= -3932 U 6= 1982
WEBS: DL 011 BOTTOM CHORD ■ 10.0 PSF T 7= -4131 H 7- 176
2x 4 OF STAND 1 - 7 TOTAL LOAD = 42.0 PSF T 8= O
TC LATERAI. SUPPORT <= 12'0C. UGH.
e 5 BC LATERAL SUPPORT <= 12 "OC. UON. LEFT - 1992 RIGHT = 3092
z
OVERHANGS: 6.0" 6.0"
Reactions: 11 1124 BEARING AREA REQUIRED (SQ. I111
BRG @ 0'- 0.0' 1.15 DF 1 2.70 NP / 2.57 SPF
ORG @ 26 0.0" 1.75 OF / 2.70 11F / 2.57 SPF
13 -00 -00 I3-00-00
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12 C -4x4.3 12
6.00V 4.0" '-16.00
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On a 1 � 3 �� °
On 0 I c I C- 5x14.5 C- 2.5x7.7 C- 5x14.5 �; o
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" -- -- - -- - - Q- Q- S-DS&- Q5_ - - - - 19 -01 -00 - - -- - - 3 -05_ 0® -06 -00 - - - 6 1 - -r - -
1 26 -00 -00 ,cow ^� .
- Scale: 1/4° O ` r3 FR 6• 0 .-4 •
LE--. .100 HARR: .108- HAWKS DEAR() TOfRfROMES - T -2A ,
or + WARialos: General Notes, unless otherwiserctect R . G� ��
Read all GGemini ebefore W
Holes d Warnings before construe of lrwees. 1. Design to suppodtloads as drown :�eaarw
I 5. 2 Build and aagren eonuacla ahredd be .d+rb.dof d Faecal Haan and 2. Design ass r e ;op FM bottom duels to be laterally braced a; EXPIRES 2J3 I
d - FILE t10.: T - woring• before caner ation nee.ne.e.a. Z-0" o.c. and at 1 - ox. respectively.
a ail cemp. Bela, eeb braying rein be I:Waned "ea. whom •. 3. 7x4 Impact bddgmg em Lateral brad r e %%bare shodm •
0 4. .ula�e"1I'''a '.'1"5"2 . rN ee
d. m.sha.t"cayway men
a,ripwrnrbraei.e. 1ee . • ns stgn tallabanassednts eus ws he are t respo o lISi b us I lhelesp non-oarro ecWe v.e w
eat
ea� na rntror m
N DATE: 10/12/ 2004 must 6. da.l gnadandpeavld.d by dodging.' of ce mpM. times.. end ere lo,•*y conditorrcluse
Crl coopeTna e.scmess no nisponallalty for arch br.ehp G Design assumes hill bearing at all supports shown. Shiro or wedge If
i Ito bed shall be tpp6.d to any conponerl im abet al tavern; and npecessary.
DES. BY: M.7 rut. nars ere oomprne, end u nedee .Iedel any b.da peetergnn deadan b. �leslgnessumes adequate dranego provided
Sands be aRledto any aompena en ,l tf FYIa!es shall be located both laces a truss. and placed no that center
t - lines coincide with /pint center lines.
✓ 6 cenpufrur Isis no control one ard.mmeo no reopo :II:Mylor Ma s. Digits indicate sire at plate in inches.
$1;Q .: 1930012 hMl.e.an t.andem difinenr and iasratt+dm of oeaaponaaa 10 Far, basi des n vales of the Compel ;us Plate, fedi. eted by the prefix
T.7rt. design lefarnt:Mdscbjedb tbatrngagansen truss designs so forth 'C', see 1C.B( RR 4211.
by TPI In WbNI or IPOWICA it SCSI s-a) copies of 'Mich nib. Wattled 11. TYc CornpuTlus Het Becton Plate a IMlpted by t s' al" the
by cern ulna .. f .... ,.guest. des (18) indicates 18 ga. mat vial is used. AO others are20ga
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11E11111111 / CompuTrus Inc. This design prepared from computer inour by III1IIIII 'llIllllllllllllll'1Il1lIIll ll1l1l
PACIFIC LUPflER / BC 7:ans ID: 65517
7.1. 2i(li;l - 1;
- -
LUMBER SPECIFICATIONS TRUSS SPAII 26' 0.0" HOC 97 /TPI SINGLE IIEHBER FORCES 4WRGU
WAD DURATION INCREASE = 1.15 T 1= 0 B 1- 3704 W 3- 176
SIZE • - SPECIE GRADE PANEL IS) - SPACED o.
24.0 C - - -- T - 2= - - 4131 B 2= 1834 - W 2= • 1982
LlTh
ToP CHORDS: T 3= -3932 R 3= 1834 II 3= - 715
2X 4 DP YIdOTR 1- 8
T 4= -1466 9 4= 3704 W 4= 1009
- - - - - -- - -- BOTTOW -- CHORDS - -- ---- -- --- --- ------ LOAUDIO - --
2x 4 DI Y16BTR 1- 4 --- - - ----- 5= -1466 - - - -- W 5 ° - -7I5
WEBS: 11 LL( 25 0) +0L( 7.0) OH TOP CHORD = 32.0 PSF T 6= - 3932 W 6- 1982
°O 2x I DF STAND 1- 7 DL Off BOTTOM CHORD = 10.0 PSF T 7= -4131 W 7= 176
N T 9= 0
..c> TOTAL LOAD - 42.0 PSF
TC LATERAL SUPPORT t= 12'0C. UON.
BC LATERAL SUPPORT t= 12"OC. 0ON.
C5 LEFT = 3092 RI GET = 1092
OVERHANGS: 6.0' 6.0"
Reactions: 1124 1124 BEARIIIG AREA REQUIRED (SQ. IN)
• ERG 9 0'- 0.0' 1.75 DE / 2.70 HF I 2.51 SPF
13 -00 -00 13 -00 -00 BRG 9 26'- 0.0' 1.75 DP / 2.10 HP / 2.57 SNP
I T
12 C -4x4.3 12
6.00 4.0' Q 6.00
i
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C -7x7.7 C -7x7.7
) W C1.5x4.3 C 5x14.5 C- 2.5x7.7 C- 5x14.5 : o
0
C:rs ° C - 3x9.4 C -3x9_4 °
cc ,
d .14.00 4.001-
12 12
J. ,�� PR C p F �
0 - 0 - 03 -
6 005 -OU 19 -01 -DO 3 -D r
5 -08 r � ,-.41,0
y 4
26 -00 -00 : nt
Scale: 1/4' C: ; �,Z
o JOB NAME: JOB- HAWKS BEARD TOW2IHOMES - T -2B 0 - - _ v
t Reed edel Genera' Hetes and W General . D Notes, p ped. to a d as s noted'
n
rrrvpsbsfoneastslmedonalWescs 1. Drsgn ...
2. dtaaend ed.mrncent ree ersewd should advisee e ras o.nvr thwe.od 2. Demon emon assumes the end bottom chords to belalerany
'� FILE N -: T -2 �p \�
2 e.
a
3. 43 e arl rye Ma w. av al u.t ea .r.rreez z 6 0.e. ary at 17-0 c. srspa�ro
. x eunwee. lenw eb Oradea must Irsstal s4wherettwa ni 3 . 2x4impact brligirgor l a teralbrad ',fret' %heresh_nne �/t; [
.. Al Wesel Woe /sa lsas./ erenew. wr.s.....horsey andp.rrnanarvbradp S Ins�Cayonolbuss istheresls rel Ne rnspediue . mninrler, r � XFIReS ?2/3� F
DATE: 30/12/2001 msst b.designed and or"r:d.e by ease or .o.,Pr.t..1..ftr.- Devon assumes tosses are to be used n a nonecrrosna er."ircnmen,
Cr; Comet true eaersaesno rerpens/14So kv suet brwlrp. 8. a D aip assumes t, W al alt uPporbs shren. aim or wedge at
5. No loed sha� u rr
JbeeppG .dto .rg
onensadr.rn blade's .nd np
DES. BY: I'I.. t taslan.sv eta oen.FAte, end no tins seated rry loads g salar 7. Desgn assumes adequate drsirage Is podded
1 bads b• .ptd.d re any mmpanerd 8. laces shall he loe2!ed on bath Iaoesr buss, and placed as P.err canter
CJ & Ctmprfrus control wd .aroraspenseDry far the I leswlncldewithfahcenter lines.
- o S EQ - 193 0 013 rabticalon, handers& n,e.r,ent and Inst■seaae at companenLe B. F o r b indicate sae plate Dr etches
7, ibis design is (trashed selba to the fier�Mns en true des ddi 0.11. l0 F baste .8. values 4 offl.e('.omptTms Pasta rnirpled by ltre prefix t lh In tssal or I WTCA acC ta Th e sae I C,B.O. R t CCt an Plate rslnilca 1.
b7 evpdrso(.Arldr.sib . rrr rdM.a ti. Th Cornprifrus Net Scel' rod0 / the �refix "l;l the
. byt:caranw upanrequ.st designator (101 indicates 18 pa. ma'.erial is used PI ethers are 20 ga.
111111111311 CompuTru itiC- This design prepared from computer input by 11011111111111111111111111111111111111 III[ .;
PACIFIC LUMBER / BC Trans ID: 65517
7.1.2T(l1.1 - Z
LUMBER SPECIFICATIONS TRUSS SPAN 26'- 0.0° UBC 97 /TPI SINGLE MEMBER FORCES 4WRGD
LOAD DURATION INCREASE = 1.15 T 1= 0 D 1= 3709 W 1= 176
c ---- - 1 . _ SIZE._ SPECIE GRADE PA1iF..1. (S) -. T 2= - 4171 ' 0 2= 1834 W rr, TOP CHORDS: 'SPACED 24. D ' O.C.
T 3= -3932 B 3= 1934 W 3- -715
2x I OF TOP 1- 8
---- BOT7OJ9 CAOfl[15� - - -- - -- - - -- -- i�ADIRG ---- -- - - -- T 5= -1466 B 4 --- - 37 04
- -- W 4- 1009 _
2x 4 DF V ) IEBTR 1- 4 1.1.( 25.011DL( 7.0 ON TOP CHORD = 32.0 PS£ T 5= -1466 H = 1
WEBS: T 6= -]99 32 W 6 6= 1962
cD 2x 4 DF STAND 1- 7 DL ON 110117011 CHORD = 10.0 PSF T 7= -4131 W 7= 116
TOTAL LOAD - 42.0 PSF T 8= 0
TC LATERAL. SUPPORT <= 12 "OC_ (ION.
BC LATERAL. SUPPORT <= 12 "0C. 110N.
z - • LEFT = 1092 RIGHT = 1092
OVERHANGS: 6.0° 6.0" •
Reactions: 1124 1124
BEARING AREA REQUIRED (SQ. 1171
C -132.6 or equal at non - structural ERG 8 0'- 0.0' 1.75 OF / 2.70 11P / 2.57 SPF
vertical aombors (uon). BRG 9 26'- 0.0" 1.75 DP / 2.70 HF / 2.57 SPF
~O1113. 2: 250.00 PLF DRAG LOAD.
13 -00 -00 13 -00 -00 sHEARwALL 0.013 to 26.00
T T i
12 C -4x4.3 12 110TEc S TRANSFER ASSUMES Ut1IFORH
6.00 V 4.0" Q 6.00
C- 0.5x4.3 TYP. AT
C -7x7.7 C -7 %7.7 DIAGONAL INLETS.
W
°O C- 2.5x4.3 I 1)C- .5x4.3 •
`I V. i C- 5 x14.5 C- 2 .5x7.7 C- 5x14_5 _ -� 4 c
CT
C=> I C -3x9.4 C -3x9.4 c
rn
a 4.00
C 12 4.00p
F- 0 -06 -00 12 •
J y 3. y .
C)
o 3 -05 -06 19 -01 -00 3-05-08
22 -06 -08 3 -05 -08 ti0 PROS.
26 -00 -00 ('� E-. o0
- Scale: 3/16" - acj
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o JOB NAME= JOB- HAWKS BEARD TOWIIHOMES - 1 -3 61
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c^ WAJWIRG9: General Notes, unless otherwise noted: c . ^ - s , r cc
W
L Re dlGenera/Netes andWm M 1. Design to support loads as shorn
Warming. q l -, Litt-VOA � �
-.or 2 ro
anader and woolen c.ed should wd be advised et as Hot tes and 2. Design assum chords es the top and bottom chords to he laterally braced al +�
O Vf.mhr b.1ar. eanewoaen commences 7-0' o.c and hd 17-0" a c. rtspecpsely
FILE NO.: T -] Ct %,_ _ a 10 conptesaton web brining mud be Installed ewe thorn •. 3. 2c4 Impact bddgtng,or lateral brawny� required where shown I t Cl � .� G v
C,1 DATE.: Alh hwm e.i
nr.ro..ealesha. tan.rn+.. eee t.mpme,y .na p.errerrn.t traehnp
4 InslaB�tion et buss us the responsibilitye rho faspeeboe conlnclar- � ""'... R.
DATE : 10/12/2004 designed 5 Design assumes trusses ere to be used m a non ocerosive eoeronmenL
n +,.. h . dasl a -0.ehe prerid.d by design.. el encased. eructate p h� f
and are for - dry condition'at use.
cY esteems 0 r7 C t - `
i eoeVurrues teems rw r.spawltry for ni obrewrg. 6. Design assumes full bearing al all supports shaver Shim ore edge If �. _ ..
DES. BY: ?1J s. f r o any load b. applied lo acenpone all ll ate, ea Name and necessor/ y 7 �
tamer... a". eetrerete. and at no tine dealt any leech unease OundWQe 7. r=eign asst -nos ade.uate drainage hs prowdod v,� S ��/ /�5
beds ba epphed to ray eempenent 8 Plates shall be logy on bolt faces sA hues. and placed so their center 11 I' ` J
F-- 6. Cerue has no central ..
eye end moumea nesprnsmlry th
far e feed colrslda rip nt center lines.
.0 SEQ. _ 1939014 rrquTds 9 D - grbIndicate, sizerApbteiniindhes.
o f.brh..fhr . lenre ~mat end 6n Wotan of vampcn.raa 10. For bashc desi44n Ya:ld9 of Iha �mpaT Pla'r. Indicated by the F:e1'e.
7. it is design is Mrfshadsubjed loth. fmh.Nne nn Inns desWar sat fort "C', seel C.B O. R.R. 4211
by Wain F 9I of TPV TCAT SCSI Ida capils eistdth as be Rant/had 11. The CornpuTrus Net Section Plate is cr.'.caled by the pref.x'171" the
. by Compulms wen request. designator (19) Indicates 18 ga. material is used All others are i0 ga
/ - . _ -..__ __.. . .._._ _. ..._ _ .- .... ••.
111111III IIIIII y
- • Campy_ _ inn. Trris design prepared frcm corrp.ter input by I 11131 11111 Rill I1II1111111111 MI Ili 1111
PACIFIC LUMBER / BC Trans ID: 6551T
7.1•2T(1L) =E - --
I LUHBBR SPECIFICATIONS TRUSS SPAt) 23'- 0.0" UDC 97/TP1 SINGLE HEMBF.R FORCES 4WRGD
LOAD DURATID11 INCREASE - 1.15 • T 1= 0 B 1= 3195 W l= 149
SIZE - SPEC.[E.G1tAD6. PANEL (S) - - • SPACED - 24 D.C. • • - - -T 2= 3569- B 2 = -- -1636- W 2= 1667 - -
TOP CHORDS: r T 3= -3366 11 3= 1636 W 3= -643
2x 4 DF 91RBTR 1.- 8
T 4= -1106 B 4= 3195 W 4= 913
- - -- BOT TOM-CHORDS c__ -- --- - - - - -- LOADING --
2x 4 DI ®]6BTR 1- 4 r l'�5- �3D6"--- •- •--- •- •- -W�64
LL( 25.011DL( 7.0) ON TOP CHORD = 32.0 PSF T 6= -3306 W 6= 1667
°° 2x 4 OF STAND 1- 1 DL 00 BOTTOM CHORD = 30.0 PSF T 7= -3569 W 7= 149
CV TOTAL LOAD = 42.0 PSF T 8= 0
.o TC LATERAL SUPPORT <- 12 "OC. BON.
Ci BC LATERAL SUPPORT <- 12 "OC. DON.
z LEFT - 966 RIGHT " . 966
OVERHANGS: 6.0" 6.0"
Reactions: 996 990 BEARING AREA REQUIRED (SQ. INJ
BRG 9 0'- 0.D" 1.55 DF / 2.39 HF 1 2.27 SPF
8RG 9 23'- 0.0" 1.55 DF / 2.39 HF / 2.27 5PE -
11 -06 -00 11 -06 -00
T d 1'
12 C -4x4.3 12
6.00 4.0 `
" i
C -5x5.1 C -5x5.1
C- 1.5x4.3 C- 1.5x4.3
n r,
r
o la C 5 x11.9 C- 2.5x7.7 C- 5x11.9 *
0
0 1 1
°T. ° C -4x6 C -4x6 •
-%_14-00 9.001...
1- 12 12
J y r J J- J-
0- 06- 003 -05 -08 16 -01 -00 3 -05 -087 -06 -00
V -•-
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c Scale: 1/4"
o JOB NAME: JOB- HAWKS BEARD TOHHHO })ES - T -4
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c'+� a ma s Genstar Pietas. unless; other ice noted. x y 1 G� r�
1. Read el General Pietas and Morino WoWon epUU al
Uctiontrusses. 1. Deslpa to support loads as sMen f` r\�J
1 L etl lder end eraeenncartrad advised 2. Desrgn assumes tra top and totter % chants tobe 0 p 6 • -- .l
FILE NO. ! T -4 Yhnrtnaab.dar•construcmncommo commoners. Yd and al17-0" etc. tespecbvely. F .. � 0
9. 2
7, fin conprasslon web bracing moat be Fooled afore 2110,411 1 ., t4 1mpact Patina n lateral braeir cued valve craven • •
o +. Aarar.rat foie. roslein 4. las!Olailon Irma Is the ronpTalbTityyo r the respedeecontra er
N RATE: 1.0/12/2004 p• r.meno nuhe.t. `randpron bsakoo 5 Deesignasst. mestrussesarerotousedInanomcarrosmservuenment_ R_ (;
rrr.w ha designed and p=eidedby sins/ono, of eeroplMa •ualloe. a and me for "dry eonditlerr• sal use
on Coopumes awn...s na r .sprsbety rot such bracing. 0. Datign assumes fun bearing at all supperts.shcen. Sham or viedne f _
S. No had stn nod Fa apses m la any campanu seat sitar d brechg e ecessary
nd - -
- loads . BY: t- 1 s,.ra ere termite, and et no Inn. shoo!! arcs ks gr.,erthan daarg. 7 ds p EXPI • ES 12/3 j 1
Plates . !iatl arom ade u al bot l a 's provided. •
1 ads be ecoladto any canp:man 8. Plates s'ted to toceted on bol faces o truss and placed no their center - - - -- - - - -
e Co"pufrushasne eartreltnu end mummy, no se ponethi tytenthe toes t yrlttt rant center lines
V SEQ.: 1938016 9 Nits ndcat
b a mdesiC,nauesof lninches.
• O This d afe hsnntig. strum +r coal Insult e on truss designs 10 or taste desrci values at the :r+.xrFUTtue plate- IMtcAa! by the prat:
I 7. This d.rlpris Aener..d sublets to the es�tlbna on was designs se[ erns 'v. 5991.C.B.O. R.R. 4211.
by TW h1IOB - pr of 7PWlICA In DCSI1 -s envies o oil ba tunmdud 11. The CernpuTrus Not Section Plate is indicated by the erect Ire
by Cta.puTrne upon request designator [18) ind:cates 18 ga. ma`elial is vsed All others ere 27 go
t
•
l ! I I
111111111111111 - - CompuTcus,inc. Tnis design prepared from compute: inpur 1:1. 1111111111111111111111 111111 1111111111111 11
PACIFIC Le4SREP. / BC e ; Tian2 6551
I LUMBER SPECIFICATIONS TRUSS SPAN 13'- 0.0" Table end truss on continuous bearing wall.
•
e LOAD DURATION INCREASE 1.15 Refer o e() uTrus typical at stud verticals.
Lc - site- -SPECIE. GRADE PANEL(S) SPACED 24:0" (IC.- -- to mP gable
TOP CHORDS: :omplete specifications. .
a 2x 4 DE 111613T11 1- 4 — - __ _ -____ — -
_fin n nrs�-
I ---- ---- B'3➢'1�Fi[ CDOR - - - - --
2s 4 DE Il&BTR 1 - 2 LLI 25.0) +DL( 7.0) 011 TOP CHORD = 32.0 PSP
CO WEBS: DL ON BOTTOM CHORD = 10.0 PSE
c - 4 2x 4 DE STAUID 1 TOTAL LOAD — 42.0 PSP
.a
.o
C5 TC LATERAL SUPPORT <= 12'0C. UDH.
z BC LATERAL SUPPORT <= 12'0C. UON. .
6 -06 -00 6 -06 -00
1' 1' 1.
12 C -4x4.3 12 -
11.85/ 4.0" N 11.85
p
Kr
.
0
00
m -
m
d
m
Cr,
O
CT, .1 r 1
F — :c ,r- � °
I
a- ° C 1.5x4.3 °
ME C -3x6 C -3x6
v
y y .) �a Prop
0 -06 -00 13 -00 -00 0 - - � v � �`c S i 0
t
scale: 1/4° ? r
,L,
o ▪ JOB NAME: JOB- HAWKS BEARD TOWHHOKES - 1 -6 -, J'
c wenlalos: General Notes, unless otherwise noted:
medal' 1medal' General wet and Mang, before eonsnucth na
n oilsos. 1. Design to support loads as shown. �" ` i� - C - ,l+ i j ^ • 11
I 1. eWderand.. eede% cwnracter sernUdb..Wb.d atalGen.rdHotesand 2. Design a be: lathetopandbannschord 'sla belaterallybracedat . , 's • - C 1
FILE tl0 _ : T - F W.nenge wtnr• canmueren semm.neas. T-(r me. and at 17 0' c. seas eetmaly. ` '-; • • - ....../ /
o s. t :l ea..� .essfon web h.se►,g must bs a an gcd scare thee,,+. 3. 2x4 Impact hdd3mg or lateral bracing 'm em! wheys shown + e . .,) R • t r!7 .7' 0
o natallabon of truss ns the resnonarbTly of the respect • -
C. 1 All bawd lac e• nadidng erements such r t.mp.:=y and permanent brace.' t beY�n iSSdTieS busses ere .O 170 USOd In a net{C.fa3 environment. s • •
DATE: 10/12/2004 musee. de signedandp .eed.dbydacignaroteeogeuwawa». end _ore for •iry cnrditionPduse ! 0)- c,'; Cerryulsos assumes no nepenablQr ea such bracing B Oes�n assumes Full bearing at all supports sbaan Stunt es wsdpe if - rE._ ? • G _
S. Ho bad should be ecgred is any eannponren teal .lust illb.ea end d necessary. _- i Op
R 6 "
DES . BY : 11J resumer. ere car.mlati and et 'mum. &load erg bads great.. d..n deo," 7. Deign assumes edea sale drainage is provided `'
8 Pl shall be loetted on both fates of buss. s �01-
la.d.b.app0eds°ar s. and psaoedsolhe'i center s l 7Zf3110
I - lees a r vr11h ja nl a t e in inches. hoes. �.
s e .nep d ir u e has a. =third aver sad saswusra ns for the �
5E 1938019 9.Dor
• 0 4 • � ratvncetren n.ndlnw eRprrh..h and brMl.11en a components. f0. F basic design slues a7 the Co•nD:7Taa Plate. Indicated by the prefix
7_ Mir &signahns.lsh•dnaiad to the 6tiprlane on buss designs set fords "C•• dee I L.E. O. R.R. 4211
by TPIIn 1118.111 ce TPIWTCAln SCSI IAl ethics of y4.1 el be lra.iahed II. TheCernpuTrus Net Secton Plate Is lndca'ed by the erefs•CIY. the
by Co.rouine upon naea. designator (18) inecees 18 ga materiel used NI 01)151: are 20 ga.
- 11111111111101 cam IJJLUS,.II1C. i: design prepared from cclrplter i1:1:ut off• 111111111111111111111111111-11111 1111111111111 Trans Its: 65511
PACIFIC LUMBER / DC 7.1,2TI1LI-2
LUMBER SPECIFICATIONS TRUSS SPAN 23'- 0.0• able end truss on continuous bearing wall.
LOAD DURATION INCREASE = 1.15 - 1x2.6 or equal typical at stud verticals.
LC -- SIZE SPECIE GRADE - -- - - SPACED - 24 - .0' 0.C. - - - -- - -- - - - - efer to CompuTrus gable end detail -for - - --
tr TOP CHORDS:
omplete specifications.
a 2x 4 DF 1/160IR _ — LOADING. - - - - -- — ___
--- ---- — BOi1014 - CHORDST - - - --
2x 4 DF 115BTR LL( 25.0)iDLI 1.0) ON TOP CHORD = 32.0 PSF
cc) WEBS: DL ON BOTTOM CHORD = 10.0 PSF
c 2e 4 DF STAND TOTAL LOAD - 42.0 PSF
It LATERAL SUPPORT <- 12 "0C. 1)011.
z BC LATERAL SUPPORT O. 12 "OC. UON.
11 -0 -00 11 -06 -00
1 T 4
12 C -4x4.3 12
6.007 4 0 1T Q6 -00
0 2.1
M
m
M
I
Cr
I o
0.
N .--1
C/) C O
�� I
0— 0 0.25 c.
o C -2 -5x6 C 5 x 5 . 1 ( 5 ) continuous bearing C -2.5x6
2.
0 -06 -00 23 -00 -00 , 0 -06 -00 c - �E . Sp
c.- Scale: 1/4' �'
0
_ JOB NAME: JOB- HANKS BEARD 70NN11DMES - T -5 GE al
m WAntteuas: Oeoetal Notes, unless oetecwise noted. .....
t Rena ail Caurd Notes and Pten nesWereeantLuWon 1. DmIpntosuppst loads asahimn �' }tiC -01! ^ l
7_ Bander end treaders eaerader Ce. b. advised at dl OonardFloie. and 2. Dear' seaumes the by end Colton' chards to be laterally biased al u ) (• A J
d- FE LE NO.: T -5 GE vvemh befeae oaovaedon e.mne...e 74Y o.e. and at 12 %1T o.a trsppsct).•ely.
0 3. 111. m ssr.n webb S- 2X4 Im ctbrtd r or lateral biaang a Iored wt F• 0 ---1 O or rp. resit° mot e. ias/ea.d wherw ehawn e. 4. lnsleSa on of truss IS the resproslbgdy of the respsetrve contractor. , c. R R .. / � 0 • 4 "6Nr.A f•ree.esratbe° N.n -aMe "vJ. m l ' C''' y mad Derma"" brae"°, 5. Deign assumes trusses ore tote used in a non - orreiv1 °twiner- -ment J''� �
c� D°TE: 10/12/2004 nuebe deerT. dandewld .atyaugneratccenolw..weuae. nd ere tor•dyocetd- tiori•oluse 1�[-
Cal Concerns sewn. no respcarataty far weh to acing. 6. n assumes 'mil bearing at all supports sMrn'n. Shire or wedge if R . C r
S. lin load should be npy!•d to "y component until shear d brath.g and lll1eerfB� ttyy
DES. BY: H- tem.... wa aonglen. a,ea no one ohoead an lo
y ads Areas rhea design 7 9ms adequate dralnaca Is provided
nob be embed le arc/ tendon/M. 6. Plates shall be located on both Twee of Wes, ani placed so ther motor �XPIRrS 2139 G J
nescdnddev4lhJointcartchnes. 17
SEQ..: 19 3 B 017 6 Convene Mc no cu4al over mdasataesa no wspe..lbary fee em 9 �igits ind`rate stile el plate In lrehes `
- CD adulce'o.a hendlbeg. shipment and ivtdabon or tonveneers 10 For lass%° dos::n values d ate CarryuT.us Plate indicated by the prefix
7. mt. design is aume7..d nubject Co eha imNnlons ere bass deletes set torte "C". see I C 9 0 RR. 4211.
br tel In WWI I or t9{WI h rC311-03 copies al 'kWh wa b. Asnb rod It The CBmptiTtus Net Secbon Plate is indrated b t e re11K - CN' the
• ry
be reauin ton rested at
. designator (16) Indicates 18 ga rnatarial is use AD others ace 70 ga
• t
M11111111111 / GompuT Inc. design prepared f_ =rn =cmpuce: irp':t t'l 1I1I11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINII 'I • a
PACIFIC LUMBER / BC • ' a Y[a�s ID: 655_7
. . ] . 2T(lt)�E
LUMBER SPECIFICATIONS TRUSS SPAN 8'- 0.0" UPC 91/TP1 SINGLE MEMBER FORCES 4WRGD
LOAD DURATION INCRPJISE - 1.15 '1' 1= 0 H L= 134 Ii 1= 85
00 _ _ SIEL -- SPECIE GRADE PANEL (S)
- - .
•• :' ' - - - - T 2= ' -292" " B" 2= - ' 134 "" - - -
'r LOP CNORDS: SPACED 21.0 o.C T 3= -290
2x I DF /1611TR 1- 3
--
- --
-- - - - - - -- - - -- -- ---
2a 4 DF iifiBTR 1- 2 LL( 25.0)+DL( 7.0) OD TOP CHORD = 32.0 PSF
wr.Bs: LEFT = 338 RIGHT = 331
°O 2x 4 DF sTA1ID 1 Ol. ON BOTTO(4 CHORD = 10.0 PSF
C.,' TOTAL LOAD = 42.0 PSF DEALING AREA REQUIRED (SQ. WI
IIC LATERAL SUPPORT <= 12 "0C. UON. BRG P 0'- 0.0" 0.54 DF / 0.83 HP / 0.80 SPF
t5 BC LATERAL SUPPORT <- 12 "0C. UOLI. BRG 8 B'- 0.0" 0.53 DF / 0.02 HE / 0.79 SPY
z
OVERHANGS: 6.0" 0.0°
Reactions: 373 331.
4 -00 -00 4 -00 -00
12 C -4x4.3 12
•
12.00/ 4.0e 12.00 • •
2e
I,t . .
Ca
d
m
L r
A e r., 4 o
C -3x6 C- 1.5x4_3 C -3x6
I- .
I-
o i
-- - y J, - - -- - - - - - -- }-- - - - - - -- -- ----- - -- - --
- --
- 0-0�0� 8-00 -00 4EUGE REQUIRED AT HfiSL (S! - - - - - - -- - - - - -- 0 QROF4
c': - ,,,:.__.
i 4 s $,
Scale: 3 /8"
o JOB NAME: JOB- HANKS BEARD TOBNH0148S - T -8 5 •1
0 ' 1 WARJOICS: General Noes, unless oth twise noted: e
1.. Read alGelera1 sdue6uiofwaws. 1. Design tosuppartloadsasshotin. r., -�'-LLl a I
•�
2. Brads or.d swdsr oso.cro. rasU be pdve.d d J OsrereJ li naa cord 2 Osman assumes the top and batten, chords to be laterally biaoed at (Iy a
FILE NO. : 7-8 Warnings berv. canatrrWbn eerrn"nees, 7 no. and at 12-Cr c tespacy�dy'. A. - - • 0 3 2rA In bfc 1 6 l•
O
S. 1[ 3oompr• aaronmbar .chgmust bekutslsd sharssbwm.. m 4 g.t ateral bracing requited 1 1, . try r m <L.- C....4 DATE: (0/]2/2004 e • ° 1 1"" ' most b.d.nlg kerq` w"` rs... w 'ass.."p`ae`errrd S I l lgi a f+
md errd provided by da .9..orev"p6t. s[...... r + ;•
camera .elaoee espondrily be such bracing. and sure condemn' �. CPS" -
c+'i 6 Orign assumes hill bearing at all supports starer Shim er wedge if ,. .
S. FM road Oa mid be eppld co nay .erpsnes stn Nero N hrdg and necessary.
DES. BY: taJ tne l.rrn wosmprAe, mad et rte II,, peat/dam leec tp.at.rTm desbrs 7 Deslgtr adoruate drainages provided Ims.'=se`�ose - ..,- •
I-; toads b. append to soy ccnperrnt 8. (' shall be totaled on bell faces of buss. and placed so their center � � ;� '� 2/31 /0
hurdling to
8 e<pulwhesno cvmbl eye, and sowm• s nores toggle 6 r r l e s eriewihjo p late inin 9. S EQ . • 1938020 m
-�.
•
C) fabrication, hung shipment and t alien of ec.np�y 10. For indicate °
design vamoos in Ca Pte• Indfcdt.d by the prefix
7. Ibis doagn Is fend dad reelect to ohs Irmo on tre assign,. me forth 'C, see I C B O R R.4211.
- - by I PI In Mal cc 1FtWIU In OCS11 -03 cope. a1 *NM sal be turrdslad 11 The CacniniTrus tdel Section Plea Is indi alnd by the prelx'C.71", the
' by Compuysrs upon reQtet designator (18) indicates 18 pa. material Is used All cities are 20 ca