Plans (6) BUP2018 -00094
( 2/2 )
7 $ZO cSW �V H 2-1 kv- City of Tigard
Appro ed Plane
BY
� Date
OFFICE COPY
4,1 4.2 4.4 4.6 F4_._81 4.12
216-5-12
43-10-8 33-10-0 23-5-0 33-10-8 23-5-0 / 14-3-8 43-9-4
Roof Truss Submittals: 3/26/19
'* Redlines: 4-12-19
/elamrobY CB-a0.W)m 996\ 9 -
®atlhpEygKnM1lallzan%11 Wm IN by gM1 sm 12m 58]1 / 'e br gM1.a Mell)m 8191 .Ia ,Wd111af Mell zm98.31 Ra OtlwnD 1Rm%31
81WJ,g bygMre Cel&IRm9431 Bb JJp Ey 01Mn O1Wl)m9` •96r 91rdJrg iry gM1wy WIaIIRm56.31 &ecki,p M1y OtM1ma celallton 54.31 &«NIIg Oy glias DeleltRm80.31
I
EJ28 ,e Trlr msaro mplem 9931(sm Ml ulna a«Mro Caltll9m ss]l laospl EJ26
(eyy 9Ml I R T.Bio lWrgl smS 3113N p11)
41.1 WSB. lamp Tr-a 9bwro 41a110m 3991(9m p8) ( pYl
(10py)E8061«MIa1 UaWI m9 (9mp1
EJ27 _(10NY)EHC6bJl1�_ i _ = NY)F83�— _X11 NYIEBG&uYJn4 _� EJ2
J EB4 ��� EB4 `_'� SB2 EB4 —�_ SB2 EB4
EJ26 0£ o n EJ2
o ¢
EJ25 v o
S, EJ2
EJ2 _EJ2_4 g
E1 _ EJ2
o
m EJ22
o 8 EJ n E
o E
N 5 EJ21 fr g fr EJ21 _
pma "pp m
m20S d EJ20
a
EMS EJ1
FG01
EJ18 EJ1
a o a Z a
t0EJ7
(9 EJ1
0 0
p a y y y O N O O O O O O O O y y p y a y p W O O O O m O O O O M M O S S S O O O O O O O
C O O O O O O O O O � � O O O � O O O O O O O � O O O O O O O O O O O O N CI 'U O O O O O O O O O O O O O O O ' ^ O
m m m m m m m m m m m m m m m m m m m m m m � m m m m m m m m m m m m m m m m m m m O m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m 2 Q 2 m m m m m m m m m m m m m m m m m m m m m m m m m
EJ1
E11
4•B E92 WG7 WG6A WGS WG4A I I W WG1A \ EB2 / —
\ (S VYI EBR9«MnB / M6Po 1!a ® T TM _
Uw MU526(„Cpt1 'ml" Ilw ® Typ MB6 3 9B.3R M$B 'M
we rma DM.94 s9m cmisl a rs am m ran. o 1a sasl wv v. lam r kuss •ml-
p o oelalo sa31Tvp
rms owYa 9621
N 9w MaIITm 9B.321]Ip p1 O r r �' rdr. ffi 4e Dnlal)m90.3R 1]m pl)
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 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 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •
U U U U U U V U U U U U U U U U U U U U U U U V U U U U U U U U U U U U U U V U U V U V U U U U U U U U V U U U U U coJ U U U U U V U U V U U U U V V U U U U U V U V V U 1J U U V U U U U U U U U U U U U U
/(smrlt=sl sada 9l -� WG7 WGfi WGS WG4 WG3 WG2 z WG1 / BOY Eel
EE+B'oaa�n_ \
4.0 p
EJ14 3 FFCGO2
x 5 a xmmEJ13 M LLEJ1EJ1 FG03EJ12
MMS1 $ 1 EJ10
EJ1 g c g �
� EJ Y 9 -8709
o
o $ EI 2 $ 8 E108 6
o C
ii EJ0 i �+ EJO 8
a
R
EJ EJ
m N m N N O O m
EJ o m m m c� a E s s a NQ1 N<1 q c� p 'PC
oo y y p y (� EJ
N N N N N N < < p y y p d O < [") N N (� N N N •O t0 rp {p �p �J �y N t0 C] t7 a O < < < O O O O O t7 N N N N N N b O O O CS N N NO N O O O O O O O O O O O O O O O N O (y
O O O O O O O O O O O O O O O O O O O q O O O O O C O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
a ¢ a a ¢ a a a a a a a a a a
EA40o qo EJ04
EJ
�n a4a E
EB3 _ \ SBI EB3 — —�� SB1 —�— EB3 ------
EJ �—(lo mv)E93 e�mu„y� (9a1v) --(la wr')eea el«Mrg � _
ud9 ms 19mp( rMi9 sa%311 Ipr7 (ls alylem W«Mro 11a av)em a«k]ro _ E70
EJ01 T,usa 9lockltq�1allsm�.31(]m pll q Tis&«Nl,q Mall 8m 99.31(]m prI Trim alocklrg M.IIsm�.Jt(]m prI Tr Ro NWM9m5431(]mp1) R
E01
4a0
B\� �_�' -_ i Bbagrq lry 08sa Cebl9m%91 122 881
&eWrg pygMra MellRm a&]1 -Blmkl gM1as Mell)mSY.at - 91mtlM1ry glora OMeilRm�.31
®«Wrlp OygMs Me119m9991 .- Wditbrpias 1Rm9931 81mY1n8 Eydlae RYII9 m9&91 &cdWq Ly glwa Mall)m 9931 Iq 6vg W ro
.. -..91«nro WOu-s MallTm - alow�gMgnars oal..l)m99ai
Low Side(T-O"Truss Heel Height) Low Side(T-O"Truss Heel Height)
43-10-8 14-3-0 23-5-0 33-10-8 23-5-0 33-10-B 43-9-4
216-5-12
4,1 I 4.2 4.3 ' F4.5 4.7091 4.11 Pacific Lumber & Truss 4.12
Time Frame Inc. Engineered Roof Truss Loading: 25 Snow Loading Top Chord 10515 SW Allen Blvd.
11 Top Chord Dead Load
The Fields Apartments _ 0 Bottom Chord Live Load-( 10 psf Live Load Non-Concurrent) Beaverton, OR 97005
Building # 4 9 Bottom Chord Dead Load NO EXCEPTION TAKEN SEE NOTATIONS
NORTH ,� ❑ (503) 858-9663
7670 SW Hunziker Road 360/ LL&240/Total Load Deflection ❑ REJECTED RETURNED AN WITSUBMIT y�
Tigard, OR 97223 ❑ SUBMIT SPECIFIC ITEM ❑ Drawn B KT
REVIEW
Job # 2136746 THIS REVIEW WAS PERFORMED ONLY FOR GENERAL CONFORMANCE WITH
THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH
THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.MODIFICATIONS
OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THIS REVIEW DO
NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS. REVIEW OF A SPECIFIC
ITEM DOES NOT NECESSARILY INCLUDE THE REVIEW OF THE ASSEMBLY OF
WHICH THE ITEM IS A COMPONENT.THE CONTRACTOR IS RESPONSIBLE FOR
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
ALL TRADES AND FOR PERFORMING ALL WORK IN A SAFE AND
SATISFACTORY MANNER.
ENAYAT SCHNEIDER SMITH
ENGINEERING, INC.
BY: Wahid DATE: