Plans (45) MST2017 - 00491
( 2/2 )
• - - - - - - - -
Pacifi umber NOTES: I JOIST LAYOUT w
VOL)-.)o Mn%=T rY.LGRGONSTRUGTION pOill 1-J015TCONNECTION S TJ:25
COMPANY 'ALL BEAM SIZES PER ARCHITECT/ENGINEER "T' Filler blocking is not structurally required r vi both W Of J
& TRUSS 9- 1 /2"
�� �� I-.foists are continuously laterally supported by LU
- 'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN V- 1 /2 RFPI -20 @ 24 O . C . connection to the sheathing at the top flange.in Z_ W
addition,the joint in the sheathing shall be positioned Q
over the center of one of the two top flanges to assure .0
10515 SW ALLEN BLVD. 'REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING shear transfer between sheathing panels. Z (n
BEAVERTOK OR REQUIREMENTS WD U m
h� wen m
MOVE JOISTS +/- 4�� TO AVOID PLUMBING 1 /4" = 1 '-0" Scale ON 24" X 36" SHEET s . � hVr y W ti
506 858-9663 NOS,.,
Wwnn°nh Lfn Mu 46n MN Mln Aon M1Sn N°x Mn Mn
NOv S ld" Y tB" S M Y 3Y 3' N' U) W
N mnnm. V
101s x2i T 18• Y 9" Y K' Y W T X Z O
PL17.237 CUSTOMER: WESTWOOD °�
wa N 4
_U
LEVEL: MAIN FLOOR PLAN # : 2884 All G.R. O O
PAGE # 1 OF 2 PLAN NAME: TIE g,
DESIGNER ERIC D. LOT # 3 & 5 MANGOLD PJ VEPO
DESIGN DATE: 08/28/2017 SQ FT: 2884 START 24" O.C. FRAMING HERE D')
PAC.LBR.REV. ARCH PLAN DATE. 08/27/2017 CITY (3F PIGARD aD a >1
PAC.LBR.REV. REV. w
BUILDING UIVISIO� ca -0 .2 - CU
I PAC.LBR.REV. REV. R2 � w N �, �'
�r+ �! `' a� > � w m m
N OFP�!'�j' ICO 1 � � E O-.Lm—6 L)L)
i o o c Y a cm:
BK1 R2 N > f6 ,... O E y a) Y
N — =-- c 3 N _0>'Uw .
c m c a`) o 3
R2 _ d city of edPl aao3 3 >.Qo >,
Aper ved Plans �2`h ,� o O w 0, o=
UN � L a) U OL 7
Main Floor Products BKt By - n, . - w N o. o C>:�o a o w
PlotlD Length Product Plies Net Qty o o ) � a �,
J1 30-00-00 9 1/2" RFPI-20 1 6 a 3 (OUCO
o
J2 28-00-00 9 1/2" RFPI-20 1 8 LLE a
U Na c
J3 26-00-00 9 1/2" RFPI-20 1 1 BK, ISION a � o ; � .Q m a� 3
J4 24-00-00 9 1/2 RFPI-20 1 2 - J _ � '� a `
cU U U O ED o) a) O.
J5 20-00-00 9 1/2" RFPI-20 o L n o
J6 18-00-00 9 1/2" RFPI-20 1 2 Ua (D =E -0
J7 14-00-00 9 1/2" RFPI-20 1 4 `3° 3 ° `
I- _ 4 o nn._ :S
i B1 10-00-00 1 .5 RigidLam LVL 1-3/4 x 9-1/2 1 1
B2 4-00-00 1 .5 RigidLam LVL 1-3/4 x 9-1/2 1 2 BK3
N >+ i U)
B3 2-00-00 1 .5 RigidLam LVL 1-3/4 x 9-1/2 1 2 _
R2 20-00-00 (1 .5) 1-3/4 x 9-1/2 LVL RIM 1 9 Z
BK1 4-00-00 91/2 RFPI-20 1 20 _
J > a) 0)L O �-
O g
BK3 4-00-00 1 .5 RigidLam LVL 1-3/4 x 9-1/2 1 20 II "'-", I BK3 I Q c o > o
- - -
Connector Summary i� LI'H
'c a c Q �
PIotlD Qty Manuf Product Supported Mtl - II BK3 I Qo M
H1 4 USP HHUS5.50/10 1 .5 RigidLam LVL 1-3/4 x 9-1/2 L
II c O
O U
II Z (D U (Dc
mil W ch (A Qa O
CU
IIR2 W 0 to =
II U c Qo
II BK1 J O `O 'Q
a �, L)
.� L- — L O
Q O U) fB
N > s_
U
L
BK1
F- � QNB
i
R2
(D
LEGEND : --
H = HANGER CALLOUT ALL BEAMS AND CONNECTORS PER ENGINEER _ F�ooR
DESIGN CRITERIA
FLOOR DESIGNED TO MEET OR EXCEED _
= SUPPORTING POST :" � """
LIVE LOAD uaso
L/480 DEFLECTION CRITERIA o
" " " "" ` TOTAL LOAD L/360
R = R I M B O A p D FLOOR LOADING
BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR
BK = JOIST BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. � '� _� v - _ LIVE LOAD ao
ADDL. MATERIAL CONSIDERED IN LIST. p
J = JOIST CALLOUT DEAD LOAD 12
N'° w°°' ROOF LOADING
......
B BEAM CALLOUT HADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. �`OC
� —__s--
LIVE LOAD 25
°ueeurew°noe nn..Aam r° ® xv—e.•mm�rrvvu � am noon cor�cmxoerias
v—mwm —
.nr—m rim nn.•nnvemwomw m°wwo
"' DEAD LOAD 17
Pa umber I JOIST LAYOUT
NOTES: 175L 1-.1015T WITHOUT P¢.LER GONSTRUGTION DOUBLt I-.101ST CONMOTION SPECS [f w
COMPANY 'ALL BEAM SIZES PER ARCHITECT/ENGINEER "" Filler blocking is not structurally requiredpro_videdboth LU J
Bt TRUSS 11 7/8 RFPI 20 16" O . C . c foists are continuously laterally supported by W Q MM
connection to the sheathing at the top flange.In z LL'
— - — — - -- 'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN addition,the joint in the sheathing shall be positioned r
over the center of one of the two top flanges to assure (J •°• •••
10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING shear transfer between sheathing panels. Z
BEAVERTON OR REQUIREMENTS W I-
1 /4" = 1 '-0" Scale ON 24" X 36" SHEET � 0 CHI
MOVE JOISTS +/- 4 TO AVOID PLUMBING Hr���
(506) 858-9663 �� My W �. "h �. .� W
�eex r ,r r ,r : x z s+• r x O 1 1 1 00
PL,1 7-237 CUSTOMER: WESTWOOD LU U) o
,m•ai z v T ,r z x : x r a•
U D-
LEVEL: UPPER FLOOR PLAN # : 2884 AIB G.R. J C) O
PAGE # 2 OF 2 PLAN NAME: 0
� 0 Ir
DESIGNER ERIC D. LOT # 3 8, 5 MANGOLD O
DESIGN DATE: 06/2812017 SQ FT: 2884 START 1B"O.C.FRAMING HERE
PAC.LBR.REV. ARCH PLAN DATE. 06/2712017 o > m
PAC.LBR.REV. REV. o y o a m
_ U = C
vc — `a f0aV
PAC.LBR.REV. REV. -----_---
----------------138 Ri LL is d L ,Lal y c 8 c
II
R1 N j A O as E y a] .JC
= avi
. aai 3 y >' 0 L c o
ml l I I L 3 c NU0 .9
w 3
_ R BK4 '� "�,O �i x x x x I I TP •'L—' a E C U p
Upper Floor Products 0 8 N r r � o t C
I v, n.. o =
PlotlD Length Product Plies Net Qty H3 I I H5 C ° 31 o
I V o > as 3Lw v rn w
LU
J1 28-00-00 11 7/8i; RFPI-20 1 8 i i ? m� 4) W- E t d C
J2 24-00-00 11 7/8 RFPI-20 1 11 HS I I _ 3 0 �; � d w o
q J3 18-00-00 11 7/8" RFPI-20 1 13 I I v a] _QE L) a5 y .__
J4 12-00-00 11 7/8" RFPI-20 1 11 I a o w = m 0
H5 ' Y. .L„ 6 c.w ov = Y
I Vv � mEal � > >
J5 10-00-00 11 7/8" RFPI-20 1 30 a N w O� n�r a `m
J6 6-00-00 11 7/8" RFPI-20 1 21 H5 na O t N o
B1 20-00-00 5 1/2" x 13 1/2" Glulam (1 .8E 24F-V4 DF/DF) 1 1 I I H5 N a a 0- � a r C:,
m I ( 0 3 ? E o ow mcD
B2 20-00-00 5 1/2" x 18" Glulam (1 .8E 24F-V4 DF/DF) 1 1 I Las 7 0 3 2 L o
H � ego aa._ z.
B3 12-00-00 5 1/2" x 18" Glulam (1 .8E 24F-V8 DF/DF) 1 1 8 L_
134 12-00-00 1 .5 RigidLam LVL 1-3/4 x 11-7/8 1 1 H5 • I I 131(4
B5 2-00-00 1 .5 RigidLam LVL 1-3/4 x 11-7/8 1 1 H5 _ (0
B6 12-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 J � `0 c
B7 6-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 B7 p 0 > (D C)
1 BK4 O N
BK4
B8 18-00-00 5-1/2 X 11-7/8 BIG BEAM 1 1 - R1 H H5 C E .0
B9 16-00-00 5-1/2 X 11-7/8 BIG BEAM 1 2 Q o 0 0
O Co CL
1
B10 12-00-00 5-1/2 X 11-7/8 BIG BEAM 1 2 II '� sz Q L)
B11 10-00-00 BB02 1 Bsl Q v }
B12 6-00-00 5-1/2 X 11-7/8 BIG BEAM 1 1 H, II HS .� 0 0
R1 16-00-00 1 .5 RigidLam LVL 1-3/4 x 11-7/8 1 8 I F_ E `~
BK2 3-00-00 11 7/8" RFPI-20 1 8 1 I ' E31<4W (n
BK4 3-00-00 1 .5 RigidLam LVL 1-3/4 x 11-7/8 1 36 �jj --- - o 0
W cm
rH5
QO
Connector Summary i '� J o � QPlotID QtyManuf Product Supported Mtl lac a (n �H1 2 USP HD17112 1 .5 Ri idLam LVL 1-3/4 x 11-7/8 9H2 1 USP HD412 2.0 RigidLam LVL 3-1/2 x 11-7/8Q 0 Q (n M,
>' -0 MM
N
H3 2 SIMP. HHUS5.50/10 5-1/2 X 11-7/8 BIG BEAM M > L v
H4 1 USP PHXU55118 offset TF R 5-1/2 X 11-7/8 BIG BEAM Bz BI cn o
H5 106 USP TH017118 11 7/8" RFPI-20 _ N_ _ N N N -_ H 0- Cn
I I 'H' -
I I II
I I H5
I I II
-- - --- -I-I oil
NtI 0°I I
I I '
t139
H3
I I ---
I - BK4 B� - - - - II---- ---Btt------ -�
R, — — — — -
---
LEGEND
H = HANGER CALLOUT ALL BEAMS AND CONNECTORS PER ENGINEER _ FLOOR
DESIGN CRITERIA
FLOOR DESIGNED TO MEET OR EXCD ��� ---
= LIVE LOAD U480
= SUPPORTING POST o � 0
L/480 DEFLECTION CRITERIA - 071 �"",. �_ TOTAL LOAD LINO
R = R I M B OA R D a -._�-W._.__- - FLOOR LOADING
BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR
BK - JOIST BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. � O �v--_-.—_� LIVE LOAD ao
ADDL. MATERIAL CONSIDERED IN LIST. --
J = JOIST CALLOUT DEAD LOAD 12
a--..m .s.rvr�w
14
ROOF LOADING
B = BEAM CALLOUT HADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
l� � LIVE LOAD 25
wwVvrM•ml M
NMEuiOVlR,vc.ANiNO11e b i0 m2MI WIIIL4VO ]O RSIptt01KL1kL 0Ef/YB
41f101.1VO i0 •WN
DEAD LOAD 17