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BUILDER: 1T SMITH DATE: 9-16-19
ABOVPLANPRYFOR TRUSS Pa tuber zR
PLACEMENT ONLY.REFER TO TRUSS
LOT: 7 SUBDIV: RED CEDAR ESTATES LOAD: 30-7-10 (COMP)
CALCULATIONS AND ENGINEERED & TRUSS COMPANY
STRUCTURAL DRAWINGS FOR ALL
FURTHER INFORMATION.BUILDING
DESIGNER/ENGINEER OF RECORD
RESPONSIBLE FOR ALL NON-TRUSS
PLAN: 2596-C SALES: JT
TO TRUSS CONNECTION.BUILDING
DESIGNER/ENGINEER OF RECORD TO 10515 SW ALLEN BLVD.
REVIEW AND APPROVE OF ALL BEAVERTON,OR 97005
DESIGNS PRIOR TO CONSTRUCTION. PHONE:(503)858-9663
DEL LOC: PORTLAND, OREGON DES: ECR
All designs are property of Pacific Lumber & Truss Co. All designs are null & void if not fabricated by Pacific Lumber & Truss Co.
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PaciIi umber I-JOIST LAYOUT NOTES: 111 CLI J a
& TR U S S COMPANY *ALL BEAM SIZES PER ARCHITECT/ENGINEER W
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11-7/8 RFPI-400 @ 16" O.C. Z
`SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Q
10515 SW ALLEN BLVD. w co N IL'D
BEAVERTON, OR & `REFER TO STRUCTURAL PLAN FORREQADDITIONAL
L POST TRANSFER BLOCKING
(506) 858-9663 MOVE JOISTS +1- 4" TO AVOID PLUMBING vii o w
PL19-331 CUSTOMER: J.T. SMITH 11-7/8 RFPI-70 @ 12" O.C. Ua N
LEVEL: UPPER PLAN# 2596C J a O
PAGE# 1 OF 1 PLAN NAME: RED CEDAR ESTATES 1/411 = 11-0° Scale ON 2411 X 3611 SHEET ?o
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DESIGNER:KB/KLH LOT# 7 - n a ,a
DESIGN DATE:10/6/10 SQ FT: Q.
PAC.LBR.REV.10/11/19 KLH ARCH PLAN DATE: 10/1/19 _ T
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PIotID Length Product Plies Net Qry w y o g `o a„ oil v
J1 28-00-00 11 7/8"RFPI-400 1 7 4 f@ o c$a= O rn
J2 24-00-00 11 7/8"RFPI-400 1 6 ,-,,,a,02.-N"-
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J3 18-00-00 11 7/8"RFPI-400 1 19 o d'`t`t0 io.`"d
J4 8-00-00 11 7/8"RFPI-400 1 7 t ' 1' ' 4' f IL=E a e.t c=-
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J5 4-00-00 11 7/8"RFPI-400 1 1 a„ g o 1 c
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J6 22-00-00 11 7/8"RFPI-70 1 17 ,i5,_.0_3-3 d N 8 0
B1 8-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 2 V m.,a d;a a E c
B2 4-00-00 5 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 y 589 r 2 2 t o
B3 26-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 1 iEJ¢ e a o..
B4 22-00-00 5 1/2"x 13 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
B5 16-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 � `� ,9 u `4 T `-D ; 3 }s n N
B6 24-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 p J•-w o
B7 8-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 5 V ZO vai rn
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B8 6-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 K1 o c c
B9 4-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 II ,1.-----.-------i—
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B10_ 18-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 - / j I Q U
B11 12-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 B9 I 0.0- C .`
B12 8-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 2 I' r1 I i Q 8 3�a 2
B13 12-00-00 5-1/2 X 11-7/8 BIG BEAM 1 1 II''
r r rr r�r; r 1 13• 0 a 8
R1 20-00-00 1 1/4"x 11 7/8"1.3E TimberStrand®LSL 1 7 � - - 1 BK I�_ i_ E' c
BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 20 = TT a , IN W v)CO m m
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Connector Summary 1--_ _ _ -y II R a S' o w
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PIotID Qty Manuf Product Skew Supported Mtl \m -glT p I
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H1 3 LISP HD17112 - 1.5 RigidLam LVL 1-3/4 x 11-7/8 N m ami 3 Co-
H2 1 USP HDQ412IF - 2.0 RigidLam LVL 3-1/2 x 11-7/810 fn >
H3 1 LISP HDQ610IF - 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) I-.c p c d
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H4 30 USP TFL20118 - 11 7/8"RFPI-400 ' '
H5 25 USP TFL23118 - 11 7/8"RFPI-70
H6 1 SIMPSON HHUS610 - 5-1/2 X 11-7/8 BIG BEAM
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H= HANGER CALLOUT FLOOR
DESIGN CRITERIA
R = RIMBOARD "_�""�"'"` r — LIVE LOAD U480
Oat F.1OMT WRNOUT FlwLRedl6TRaeTtlN DOUBLE 1 JOIST CANNEGTION SPECS "'--,.....m<,.s.® s['
BK = LVL/JOIST BLOCKING _ F71 blocking tstryt structural supported
providedboth ,�� :". \I/ ___-_ TOTAL LOAD U360
I J [ a tYxle I laterally erred b .�
connection to the Sheathing at the top flange in GIS ____ FLOOR LOADING
J = JOIST CALLOUT / addition,tee Joint In the sheathing shell be positioned \� ��` /
eve,the center of one of the two t flanges to assure
—<_ shear t^arwRr between sheathing anels. II ��, LIVE LOAD 40
B = BEAM CALLOUT p� , ,%1III' - �r _ _ -.
� - i\�� -__... _.�.�. DEAD LOAD 12
BBO = BEAM BY OTHER = " - " " "G ROOF LOADING
" ,. . .. j r z ....,, "'°'" m .H. = LIVE LOAD 25
,.,.......�_,,,.,.,. ,. . .,o, .....,".,.,,.-. ,. O w�,. �",", DEAD LOAD 17
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