Plans (10) BUP2018 -00092
( 1/2 )
e
2,1 2.2 2.3 2.4 2.6 2.8 2.9 2.10
174-8-0
33-4-4 23-5-4 14.3-8 23-5-0 23-5-0 23-5-0 33-4-0
Roof Truss Submittals: 3/25/19
** Redlines: -4-12-19
Blandest by OB-s Detail 7 on 8991 Blocking Blocking by Others Detail 7 on 88.31 Blocking by Oth na Danal2 on 58.31 Blocking by Olhens Detail 7 on 88.31 Blocking by Others Detail 7 on 38.31
Blocking by Olhxs Mnal 2 on 38.31 ` rig by Others Ostial 2 an 58.31 / Blocking by Olhen De9el 2 an 58.31 Blocldn
� Blocking 9 by IXtrra Dial 2 on 58.31
2"A ng by OHiers Oetlel 2 on 58.3, � v
EJ28 / ` 8PH\ rr-a Bromdrg Bean a on sa31(3g0 an) -
Tntss Blocking Deall 9 on 58.31(3m pit) °i Truss Blocking Mall 9 on 58.35(3m ) Truss Blocking Detail 9 on 58.31(300 Pill) EJ28
(5 qty)EB4 Blocking Shear hocking atal
(6gry)EBI Blooking W Mal D on8& (300 p1 )
EJ27
----EB-4 -
1a qty)EBI Bloeklrp � .(s qty)BBa Blocking EJ27 ,
EB4 X EB4 SB2 % EB4
EJ26 c a ot EJ26
90 0 0
EJ25 h EJ25
I M
EJ-24 EJ24 in
N+ o
`o EJ23 Q EJ23 6
a N N N N H
C Qt
e ® e EJ22 :: $ $ $ $ m m c EJ22 S
o e n = n a
EJ21 03 M A EJ21 0
m EJ20 a n! m 16 m° EJ20
MS6 sae l3 s 9.32 11
MS6 S
all
EJ79 �, �, g FG02the eadcal nee,
EJ79
'g 51
S5
EJ18 $ 1 5.. ` EJ18
O
EJ17 r7 p a ;p U' -: o >M DO in
N O 0 FGO1 p m C7
N N M M M N N a < < a a a a M M N N M M (7 M M (� (� Vr ? < V d' Q N v < v v M N N N M M t7 N r[I N M M N N M M M a5 a a a a N N M M N N EJ77
s o 0 0 0 $ $ $ $ o o o o $ $ $ $ $ $ $ $ $ m $ $ M $ m to to to 10 $ $ $ $ $ $ $ $ $ $ $ $ $ $ to $ $ $ $ $ m $ $ $ $ $ $ $ $ $ $
0 $ m m m m m m m m m m m m m LL $ $ m $ c o
EJ16 3 Iii ' S3 EJ76
$ RR g pp
EJ15 ;? FG02A 2 F FG01A S2
2.B
EB2 WG6A G2A G3A - WG4�1 WG G5A GIA
\ / U MU Han @ rrido C1 Tr sses u U U H ® rridor 1 Use Han rridor 1 T T . . - i� MU H ers Corri r C1 uses �� j
(5 qty)Bill Blacking WG Ner per Begin .31 Use $26 ingots CO y(. TN Typ. \(5 qry)EB2 Blocking
O O WG Per 4M WO Par Ilan 1 p WD per 4an 1 MS1 pMS1 WO Gird Par 4an s& Conned OI T Datail 1=1111A
1p Bee Mallon 58.32(3m PX) see Detail]an 58.32(3m p1)
\ r r
N o O o 0 0 0 O o O O o p O O O O O o O O O O 0 0 0 0 o O o O o p O O O O O O O O 0 0 o O O O o O O O o O O O O o o O O o 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c� c� 0 0 0 0 0 0 c� 0 0 0 0 0 0 0 0 c� 0 0 0 0 0 0 0 0 0 i3 0 0 0 i3 0 0 0 0 0 o (� 0 0 0 0 0 0 0 0 0 \ EB,Blocking
is qty)EB1 Blocking
F2-.C-I- EB1 \ WG6 WG5 WG5 WG4 WG3 g $ WG2 WG7 i EB1
(j EJ74 A 9 9 U EJ14
EJ13 V EJ73
EJ12 = EJ12
EJ11 EJ11
HG01
'EJ10 S EJ10
EJ09 = r a e EJ09
r�i n n
" EJOB �, ad EJ08
=y
m
G a I
x
98
b m m
® c e
a'ry 6a EJ07 �+ no e¢¢°, w EJ07. S
€' EJ06 EJ06
m EJ05 - EJ05 F
m
p (7 f7
EJ 44 L?Oa O O O O NG NO MO MO MO O
NCa
Ca Ca Ca Cs
0Q
EJ04
NO
aa a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a
a
EJ 0-3 E03
19"a
t<18_8<1
_ p
EB3 / SBI EB3 / EB3 _ E83 _
EJ02
Shaer B Ing n (6 city)EB3 Blocking / - EJ02
(5 qty)EB3 BIOrJ�q Mail 5831 3m plf (6 qty)E83 Blocking (10 qry)EB3 Blocking
Truss Blocking Detail9 on 98.31
x Truss Blocking Mtai19 on 58.31 Tn11e Blocking Mall B on 38.31 L
EJ01 a TNaa Blari0rq Mnll9 an SB.st
EJO
Blocking by others Dedal 2 on 5891 ! Blocking by Others Meal 2 on 88.31 &ociang by Ogars DeBal 2 on 8&31 � Bla°klrp by Others Meal 2 on 58.31 \ � Blocking by Others Detail 7 on 58.31 Blocking'by Oth n;Detial 2 on S&31
/ Blocking by Others Mtail]on 58.35 Bbcldng by Others Oeall]on 58.31 Blocking by OB1en Mnal 2 on 58.31
Low Side ( 2'-0" Truss Heel Height ) Blocking byDtharsDetail 7onSO.31 Low Side ( 2'-0" Truss Heel Height )
33-4-4 233-4 23-5-0 _ . 23.5-0 - 14-3-8 23-5-0 33.4-4 -
174-8-0
2.1 Time Frame Inc. Fl.-21 194125 27IV8 2.9 2.10
Pacific Lumber & Truss
OFFICE COPY The Fields Apartments Engineered Roof Truss Loading: 25 Snow Loading Top Chord
11 Top Chord Dead Load 011NO EXCEPTION TAKEN ❑ SEE NOTATIONS 10515 SW Allen Blvd. f
Building # 2 0 Bottom Chord Live Load - ( 10 psf Live Load Non-Concurrent ) ❑ REJECTED ❑ REVISE AND RESUBMIT
SUBMIT SPECIFIC ITEM
9 Bottom Chord Dead Load ❑ Beaverton, OR 97005
� 7670 SW Hunziker Road NORTH ❑ RETURNED WITHOUT
360/ LL & 240/ Total Load Deflection REVIEW (503) 858-9663
VALIDITY OF PERMIT Tigard, OR 97223 Drawn B KT
OF A PERMIT
THE ISSUANCE
THIS REVIEW WAS PERFORMED ONLY FOR GENERAL CONFORMANCE WITH y.
BASED ON CONSTRUCTION Job # 21367-2S THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH
ER THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.MODIFICATIONS
DOCUMENTS AND OT HER
DATA SHALL NOT PREVENT OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THIS REVIEW DO
NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE
THEOFFI
CODE CIAL FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS-REVIEW OF A SPECIFIC
CORRECTION ITEM DOES NOT NECESSARILY INCLUDE THE REVIEW OF THE ASSEMBLY OF
REQUIRING THE
WHICH THE ITEM IS A COMPONENT.THE CONTRACTOR IS RESPONSIBLE FOR
OF ERRORS. OSSC 105.4 CONFIRMING AND CORRELATING ALL DIMENSIONS AND QUANTITIES,
INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS,AND
CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND
PROCEDURES.THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE WORK OF
City Of -r' l.!1 Igar,\q ALL TRADES AND FOR PERFORMING ALL WORK IN A SAFE AND
SATISFACTORY MANNER.
Approved Plans ENAYAT SCHNEIDER SMITH
By _ Date I- 9- 1 � ENGINEERING, INC.
g - o00 � Z
� �ioBY: Wa�11C1 DATE: 8-13-2019
a� �
7
? ;?o Ste/