Plans (622) •
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LUMBER SPEC]FICA1fON5 18- 0- 0 GIRDEl1 TRUSS SUPPORTING 44- 0- 0 ANSI /lPI 2 MEMBER FORCES 4HRGD °,
LOAD DURATION INCREASE - 1.15 t T 1- -6062 B 1- 0 N 1 - - 6090 H 6 - 2992
SIZE SPECIE 0840E PANEL IS) --,
T 2• 0062 B 2- 6062 W 2= 9064 W 7= „'
TOP CHORDS: LOADING 1 3- 8062 13 3- 6062 W 3- -2520 14 B• 9064 `‘
2x 4 DF • 11168TH 1- 4 '' '7 4- - 6062 13 4= 0 I4 4= 2992 1. 9.1 -6890
BUTTON CHORDS: TC UNIF IL] 50.01 IDL ( 16.01- 66.0 Ply 0' .0" TO 113' .0' VERT _
2x 9 DF SS 1- 4 BC UNIF LL( 525.0)41L( 329.0)- 654.0 PLF 0' .0' TO 19' .0' VERT W 5 292 .
WEBS:
LEFT - 0842 RIGHT - v-1
2x 4 OF e2 2. 8 BC CONC LLIDL- 375.0 LAS @ 4 5.0' BB42 v,
2x 4 OF STAND 1, 3- 7, 9 LOADS AS GIVEN 9C CONC LL4DL= 375.0 LEIS Q 9' 0" Z
DEAR4 AREA HE2 150. I0
BC CONC LL4DL- 375.0 L65 9 13' 6.0'
.TO I N 1 6 14. 15 DF / 21 .83 14F / 20.81 SPF
* TC LATERAL SUPPORT <= 12 "OC. U011. 1 2 1 complete trusses required. JOINT 10 14.15 OF / 21,83 HF / 20.81 SPF
DC LATERAL SUPPORT •c- 12 "0C. UON. ' Jo ' oc th together roughout th top wi I6d ch Bax ords halls staggered at •
, c
• ♦ i 3" oc throughout bottom Chords, t�
�
• d 12" oc throughout webs. o
c
•
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'Laterally brace to roof diaphragm
c
12x4 web brace required. b
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V". • �o
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C -7x9.4 e- x6 C- 2.5x4.3 C -5x6 C -7x9.4 C5 o
co
r �I o /p S,
.7, �' I t A . H N II • EXPIRES 6/30/01 C
-3x1,7 C- 12x14.5 C -7x9.4 C- 12x14.5 C -3x7.7 � �
NVAG 511Z WALL- �,� •
b 18 -00 -0o y F Mb 4/ 2x ID a XI' 0,c,
6
5 A DD P -00(11 ti c• 2•
lir 3790 @ 4' -6' 3751 •
@ 9' -0' 3750 @ 13' -6 ' O
.
Scale: 1/4" W
J08 NA1E: 111 OUNGATI 81130, TUALATIN `
C:7
•
WATMNaat .. Omani Naar. urden other wipe noted:
1 . Nod .a d"' .J Note. sod Womb*, b`fi^ mu
Mae. e ell.• •l Wens. 1. Dertgn to support loads ex .town. Design conforms to UBC -97 AnVe r: 1.07 1111 -X 1611
2. ad=,M weed .r
ers use.... alma/ 0. •1eel a•rond Nano rod 2. Deng..ssranej11re 1oV 'M bottom dordr to be laterally braced 11
wento.. bd.. norte.•edi.w e•oronew. 2'•0 e and el I Z• a' o, e. respeclirely. - -
DATE: 8/ 5/ 1999 '• it .eePe..•Ln roe a..drw meet b. bvha4d .he• tre=at . ,
3 . 2o4 impart bidgmq or lateral broahig reoorrrnended where .l»wn r • l',..." 4. AI l i nt Noe r.•Mlne ...moth oo rode so te..po<re mod pr rw.vd a 4. Inat a9atl.a al true. to the rerporm6ltrly of the re.pective contractor,
mu.1 bra d..I t.4 rod pr.sed.d h �' 5. Det.gn assumes Purees a•o to beamed in 0 romeerro•rre er•YUOnmevot. ---.1 a . by el m and lie for 'dry condition' or use.
DES. BY: AM mperow •awns. o• r. .p.nrbslty M Nee tr.drq. 6. Design assumes feull bearing a1 all supports .ho wn Sldrn or wedge if
5.w. Bead.Male o.oeppi,li. mer.pon.rl well shv .a[suds.. .red necessary. d9 CompuTrus Inc.
hobs.. m. ...yob.. 'mew n. doe rhwld any 1•adr elwtw than dolly, 7. Design assumes rdequal* drainage i. prevrded,
5E0.: 730591 b•d• b• •oieud t• soy .+.pores+- B. Plates .hell be booted on bath face. of truss, and Placed so then center •
•th 0. Comp e,o. No no e.• trd •••• and .••..v y
no r.or..a.p B
r a.r th. Israel c indIc at t we s wive jjoint l oe en inch fines.
Tler=t4 o, hr,dthe. rlJpm.n4 .rid innduWn.f eorrywnont.. • Diglls ndicoe a f plate he Cmp
10, ' heale design v.Ares at the Comlxrlrrn plate, Irditated by the prefix
1. Mb awry, b Moldered e•+ t. ■ arr
o• eb.dena on w o
.. dpe. en hs.h CC', sea I,C.B, 8.8.4211.
by tb. Tate• R.10 bn.hN. b• o.
W.,4 lo..., we -alt', • er•oy of 11. Ths Coenputruo Nei Section Plate i. sdlcated by the prefix •CN - , the
.Nee ..AM MJrhed by Ce►pvwr .M ^r.rwel. de.Isnotor 1101 lodicate. 113 go. en•i•riea i• used. nil albs;• err 20 go.
cee) 9.--c-e-
T 20 GA. WALL FLASHING
1/2" PLYWOOD OVER TRUSS
CANT STRIP SET IN MASTIC
EPDM ROOFING. EXTEND
3' MIN. UP WALL
0
- 3/4" PLYWOOD
2x6 RIPPED FOR ROOF
7 _
SLOPE.
2
6
2
2
4
0 2x10 AT 24" O.G.
, (NO. 2 OR BTR)
0
0
0 0
0 10
SIM SON H1 TI A
P E T El. JO IS
SIMPSON LUS28 HANGER
TRUSS "I ", SEE TRUSS DUJG•xS.
GLU -LAM BEAM
( ( A\ ADDENDUM NO. 2 � i � ,,C.k; - ` -
DID. 1 1/2" = 1' -0" ` e ,* T AI
CONNECTION DETAIL AT ROOF DEPRESSION . # s 9 ,�j j
'FOR HVAC SYSTEM AT OFFICE ROOF. I • / ,
CfTY OF TIGARD B.U.P. NO : 99 -0048 , R= —
® i i 1 ii1 iiii PROJECT: DUNCAN BUILDINCA 44't R '� \'' %
"MOM.=NMI_ DATE:8/20 /99 JOB NO.900214 PREPARED BY: JDA t EXPIRES: 12- 3I -2Oo3]
Maill iiiiirii■
Construction Services Inc.
' } e: (503) 620 -2086 CLIENT: JOHN DUNCAN PAGE NO. 1 OF 1