Plans (30) MST2017 - 00491
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NOAH umber NOTES: JOIST LAYOUT DELI-1015TWITNOUTI•tlLGRGON5TIV7GTION
AQU$LE I-JO15T CONNECTION 5FEG,5 U, w
*ALL BEAM SIZES PER ARCHITECT/ENGINEER NTS Filler blocking is not structurally required provided both LU J
COMPANY I-Joists are continuous) lateral) supported b W
8t TRUSS 9- 1 /211
11 11 y y p. y Q �
- *SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 9� 1 /2 RFPI -20 @ 24 O . C . connection to the sheathing at the top flange. In Z W
addition,the joint ir, the sheathing shall be positioned Q
over the center,of one of the two top flanges to assure
10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING shear transfer between sheathing panels. Z U)
BEAVERTON OR REQUIREMENTS W
1 /4" = 1 '-0" Scale ON 24" X 36" SHEET � �� ,,..
(506) 858-9663 MOVE JOISTS +/- 4 " TO AVOID PLUMBING "°"' M. �° N° M° °` w ? m
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PL17-237 CUSTOMER: WESTWOOD LCD
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LEVEL: MAIN FLOOR PLAN # : 2884 A/BQ O O
PAGE # 1 OF 2 PLAN NAME: 0 0
DESIGNER ERIC D. LOT # 2 & 6 MCKINLEY PARK O
DESIGN DATE: 06/29/2017 SQ FT: 2884 START 24"O.C. FRAMING HER IlL
PAC.LBR.REV. ARCH PLAN DATE. 03/22/2018 a) C ayi v
PAC.LBR.REV. REV. -- c° 1. .2 N
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Main Floor Products BK1 w 64
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PIotID Length Product Plies Net Qty _ o _ 3 m
A 30-00-00 9 1/2" RFPI-20 - 1 6 3 0 N (D w o .
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J2 28-00-00 9 1/2" RFPI-20 1 8
J3 26-00-00 9 1/2" RFPI-20 1 1 r BKt v o E ani -3 a o
J4 24-00-00 9 1/2" RFPI-20 1 2 - a U) '� °J 45 45 � ` Y a 3
C V U .V CL Cm
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J5 20-00-00 9 1/2" RFPI-20 1 1 or-
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J6 18-00-00 9 1/2" RFPI-20 1 2 j a� n 0 rn C o
J7 14-00-00 9 1/2" RFPI-20 1 4 r 0 3= @ o
61 10-00-00 1 .5 RigidLam LVL 1-3/4 x 9-1/2 1 1 I
62 4-00-00 1 .5 RigidLam LVL 1-3/4 x 9-1/2 1 2 g BK3 _
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B3 2-00-00 1 .5 RigidLam LVL 1-3/4 x 9-1/2 1 2 - ( cn
R2 20-00-00 (1 .5) 1-3/4 x 9-1/2 LVL RIM 1 9 Z o
BK1 4-00-00 9 1/2" RFPI-20 1 20 BK3 o > aa) 0
BK3 4-00-00 1 .5 RigidLam LVL 1-3/4 x 9-1/2 1 20_ I „I HI I� Q c o > o
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Connector Summary C: CL
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PlotlD Qty Manuf Product Supported Mtl i "' _"'i BK3 II Q o cB C
H1 4 USP HHUS5.50/10 1 .5 RigidLam LVL 1-3/4 x 9-1/2 II IO ,� o
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BK1 shall be on Job site. _ C2
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REVISION
OFFICE COPy
City of Tigard
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gptL Ked Plans
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LEGEND :
LL BEAMS AND CONNECTORS PER ENGINEER
H= HANGER CALLOUT _ FLOOR
A
DESIGN CRITERIA
SUPPORTING POST FLOOR DESIGNED TO MEET OR EXCEED =— _
— �� r LIVE LOAD U480
L/480 DEFLECTION CRITERIA " "°°° "°"" _ - O _ ��e TOTAL LOAD U360
R = RIMBOARD _ °��"
_ m�-v .._..____._ FLOOR LOADING
BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR �-
BK = JOIST BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. O m� _ LIVE LOAD 40
L ADDL. MATERIAL CONSIDERED IN LIST. - _ DEAD LOAD 12
J = JOIST CALLOUT - -°
ROOF LOADING
B = BEAM CALLO UTSHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. "'"" "•°` a_e- _ �'�
LIVE LOAD 25
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- DEAD LOAD 17
Pacifl umber NOTES: I JOIST LAYOUT W �
aha I-JOISTmT►IouT rlu elc ca+sTRucnox DQUBLP.I_1015T GONNEGTION 5PEG5 W W
e `ALL BEAM SIZES PER ARCHITECT/ENGINEER H.Ts
of TRUSS COMPANY 1 Filler blocking Is not structurally required provided both LU J
11 7/8 RFPI 20 16" O . C . cJoists are continuously laterally supported by Z Q M
'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN connection to the sheathing at the top flange. In Z W IL
_- ' addition,the joint in the sheathing shall be positioned Q
over the center of one of the two top flanges to assure
10515 SW ALLEN BLVD. "REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING shear transfer between sheathing panels. Z U)
BEAVERTON, OR REQUIREMENTS " — ' 11 „ " s� lH p r Vr 1ifr W H
�.�an
(506) 858-9663 + .. 1 /4 - 1 -0 Scale ON 24 X 36 SHEET M Mu µ wu ." ? ti m
MOVE JOISTS /- 4 TO AVOID PLUMBING
wem r ia^ r it t x s N. r x W 0 � c
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PL17-237 CUSTOMER: WESTWOOD
1W.IN r a- r r r- r r x LU O N
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LEVEL: UPPER FLOOR PLAN # : 2884 A/B G.R. J O
PAGE # 2 OF 2 PLAN NAME: O
Z) O
DESIGNER ERIC D. LOT # 2 & 6 MCKINLEY PARK O
START 16'O.C.FRAMING HER
DESIGN DATE: 06129/2017 SQ FT: 2884 a
PAC.LBR.REV. 12/12/2017 ARCH PLAN DATE. 03/22/2018 — ) cc w o
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Upper Floor Products o N r o o r o
PIotID Length Product Plies Net Qty H5 I I H3 w m m CL
o @ o 0- 0 o .3
o C � 3yw rn
11 28-00-00 11 7/8" RFPI-20 1 8 j j rn = E o m 0 ° N ° " a
j J2 24-00-00 11 7/8" RFPI-20 1 11 I I �0 r E D 2 -0 �
J3 18-00-00 11 7/8" RFPI-20 1 13 i I H5 � -0 � " M
J4 12-00-00 11 7/8" RFPI-20 1 11 H51 I LL 3 ° ° w m o
J5 10-00-00 11 7/8" RFPI-20 1 30 I I a w .01 w .a ) r a 3
I I Ln '5 L) 0 0 0- a) a'
J6 6-00-00 11 7/8" RFPI-20 1 21 =
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B1 12-00-00 5 1/2" x 12" Glulam (1 .8E 24F-V4 DF/DF) 1 1H5= I I Y w -0 a a m ' 20
B2 20-00-00 5 1/2" x 13 1/2" Glulam 1 .8E 24F-V4 DF/DF 1 1 I I - c 0 3 m o
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B3 20-00-00 5 1/2" x 18" Glulam (1 .8E 24F-V4 DF/DF) 1 1 I I _I ` " o a a w o
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B4 12-00-00 1 .5 RigidLam LVL 1-3/4 x 11-7/81 1 ''� BKa I I HS —
B5 2-00-00 1 .5 RigidLam LVL 1-3/4 x 11-7/8 1 1 Hs
B6 12-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 _
J � � o !E
B7 6-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 B7 pC: Cu v C�
1 1 BKa = = o
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68 18-00-00 5-1/2 11-7/8 BEAM HS _ _ _, II H R+ Q c C: a)> o
B9 16-00-00CU 5-1/2 X 11-7/8 BIG BEAM 1 2
B10 12-00-00 5-1/2 X 11-7/8 BIG BEAM 1 2 BKa o S Q L
B11 10-00-00 BB02 1 1 II 65 Q v cu CU
B12 6-00-00 5-1/2 X 11-7/8 BIG BEAM1 1 i „, L o
R1 20-00-00 1 .5 RigidLam LVL 1-3/4 x 11-7/8 1 7 1 Yit Z 0 L E
BK2 3-00-00 11 7/8" RFPI-20 1 8 m BKae II W (n CU cc
BK4 3-00-00 1 .5 RigidLam LVL 1-3/4 x 11-7/8 1 36 --i jjm W o CZ p
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Connector Summary ii J ° °U L)
PIotID Qty Manuf Product Supported Mtl a Cn �.
H1 2 USP HD17112 1 .5 RigidLam LVL 1-3/4 x 11-7/8 Q Q 0,
H2 1 USP HD412 2.0 RigidLam LVL 3-1/2 x 11-7/8 H5` N 0 C m
H3 2 SIMP. HHUS5.50/10 5-1/2 X 11-7/8 BIG BEAM y > L v
H4 1 USP PHXU55118 offset TF R 5-1/2 X 11-7/8 BIG BEAM
10 63 I •E Q CL
H5 106 USP TH017118 11 7/8" RFPI-20 __ __ _ _ _"_ t Q
" YI " Y1 m
Hs_x x x x x x x x '� x x x x x '� '� x x �i x x x
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LEGEND
H = HANGER CALLOUT ALL BEAMS AND CONNECTORS PER ENGINEER FLOOR
DESIGN CRITERIA
� � LIVE LOAD U480
FLOOR DESIGNED TO MEET OR EXCEED Mew _m� _ o _
x, = SUPPORTING POST U480 DEFLECTION CRITERIA
R = R I M B OA R D TOTAL LOAD U360
-_ _ FLOOR LOADING
BK - LVL BLOCKING F REFER TO STRUCTURAL PLAN FOR ... --_- -_ _
BK = JOIST BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. .� O - LIVE LOAD ao
ADDL. MATERIAL CONSIDERED IN LIST. --
J = JOIST CALLOUTROOF LOADING
DEAD LOAD 12
B = BEAM CALLOUT HADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
LIVE LOAD 25
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fgl�Vlp II. 1'TYOW MOmIIV
DEAD LOAD 17