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Job Mark Quan Type Span Pl -Hl Left OH Right OH Engineering
• 4475005MLC A 13 TR 180000 8 2- 0- 0 2- 0- 0 T04050426
'i U #2090 J #405005MLC Needs Address
4x4-
HO 4-7 s
■
RECEIVE
1.5x4. I 1.5x4', Av rj 00
6-4-7 8
�A CO p F TIGARD N
Agai Iiiiiiihis\ ,t. MOM DIVISI�
I
3x4=
A 3x4 =
C
D
i 3x6= I
W:508 W:508
R: 891 R: 891
U: 155 U: 155
sLi 2 -4 -14 I 12 -4 -14
TC7 2 -0 -0 5 -0 -15 9 -0 -0 4 12 -11 -1 I 18 -0 -0 ' 2 -0 -0
SCI I 9 -0 -0' 18 -0 -0
E 18 -0 -0 [i
ALL PLATES ARE LOCK20
Scale 0.273"= 1'
Robbins Engineering, Inc. /Online Plus" APPROX. TRUSS WEIGHT: 114.2 LBS
C 892 155 5- 8 1- 4 REVIEWED BY:
� 0. ROFES' Hz = 182 Robbins Engineering, Inc.
4 ,
\ l ' i % PO Box 280055
� 2 Membr CSI P Lbs Axl- CSI -Bnd Tampa, FL 33682
4 1 22' Top Chords
A -E 0.23 937 C 0.01 0.22 REFER TO ROBBINS ENG. GENERAL
E -B 0.23 707 C 0.01 0.22 NOTES AND SYMBOLS SHEET FOR
C B -F 0.23 707 C 0.01 0.22 ADDITIONAL SPECIFICATIONS.
A04.1 9°' P':' F -C 0.23 937 C 0.01 0.22
' % w � S . P� Bottom Chords NOTES
� A -D 0.48 789 T 0.05 0.43 Trusses Manufactured by:
R' � RES 12/31/05 D -C 0.48 789 T 0.05 0.43 Oregon Truss
t Webs Analysis Conforms To:
E -D 0.13 274 C ANSI /TPI 95 b 02
Online Plus -- Version 16.0.023 D -B 0.28 547 T OH Loading
RUN DATE: 05- MAY -04 D -F 0.13 274 C Soffit psf 2.0
Wind Loads - ANSI / ASCE 7 -98
CSI -Size- - - -- Lumber - - -- TL Defl - 0.20" in A -D L/999 Truss is designed as a Main
TC 0.23 2x 4 HF - #1B LL Defl - 0.09" in A -D L/999 Wind -Force Resistance System.
BC 0.48 2x 4 HF - #1B Wind Speed: 85 mph
WB 0.28 2x 4 SSTG Plates for each ply each face. Mean Roof Height: 15 -0
Brace truss as follows: PLATING CONFORMS TO UBC. Exposure Category: C
O.C. From To PLATE VALUES BASED ON ICBO Occupancy Factor : 1.00
TC Cont. 0- 0- 0 18- 0- 0 APPROVAL #4994, FOR ROBBINS Building Type: Enclosed
BC Cont. 0- 0- 0 18- 0- 0 ENGINEERING, INC. GRIP Zone location: Exterior
VALUES BASED ON DOUG -FIR AND TC Dead Load : 4.0 psf
Loading Live Dead (psf) HEM -FIR LMBR (GROSS AREA TEST) BC Dead Load : 6.0 psf
TC 25.0 7.0 Plate - LOCK 20 Ga, Gross Area Max comp. force 937 Lbs
BC 0.0 10.0 Plate - RBS 20 Ga, Gross Area Quality Control Factor 1.25
Total 25.0 17.0 42.0 Jt Type Plt Size X Y JSI
Spacing 24.0" A LOCK 3.Ox 4.0 Ctr Ctr 0.74 FABRICATOR NOTES:
Lumber Duration Factor 1.15 E LOCK 1.5x 4.0 Ctr Ctr 0.50 1. If overhangs are specified,
Plate Duration Factor 1.15 B LOCK 4.Ox 4.0 Ctr Ctr 0.63 this design may be built
TC Fb =1.15 Fcx1.10 Ft =1.10 F LOCK 1.5x 4.0 Ctr Ctr 0.50 with or without overhangs.
BC Fb =1.10 Fc =1.10 Ft =1.10 C LOCK 3.Ox 4.0 Ctr Ctr 0.74
D LOCK 3.Ox 6.0 Ctr Ctr 0.50
Plus 4 Wind loadcase(s)
Plus 1 UBC LL loadcase(s)
Jt React Uplft Size Req'd
Lbs Lbs In -Sx In -Sx
A 892 155 5- 8 1- 4
Hz = -181
Robbins Engineenng Inc./Or, ine Plus'. O 1996 -2004 Version 16.0.023 Engineering - Ponrart 05/0504 3.52'01 PM Page 1
MAY - 6 2004
- RC)BBINS ENG. GENERAL NOTES & SYMBOLS
PLATE LOCATION PLATE SIZE LATERAL BRACING
--� H — 108 Center plates on joints 6.3 x 8.8 The first dimension is the 1x4 continuous lateral bracing
unless otherwise noted in width measured perpen- attached with (2) 8d nails each
plate list or on drawing. dicular to slots. The second member where indicated or 2x4
Dimensions are given in dimension is the length "T" or "L" brace stiffener if
inches (i.e. 1 1/2" or 1.5 ") or measured parallel to slots. applicable nailed flat to edge of
IN -16ths (i.e. 108). web with 12d nails spaced 8" o.c.
"T" or "1.7 brace must be extended
at least 90% of web length.
PLATE ORIENTATION DIMENSIONS BEARING
When shown, indicates 6 - - All dimensions are shown in II When truss is designed to
direction of slots in FT -IN -SX (i.e. 6' 8 1/2" or bear on multiple supports,
connector plate. 6- 08 -08). Dimensions less MEN interior bearing locations
708 than one foot are shown in �� should be marked on the
IN -SX only (i.e. 708). truss. Interior support or
temporary shoring must be
in place before erecting this
truss. If necessary, shim
bearings to assure solid
contact with truss.
ROBBINS LOCK connector plates (20 ga. galv. steel Trussed Rafters. Robbins Eng. Co. bears no
ASTM A653 SS Grade 40) shall be applied on both responsibility for the erection of trusses, field bracing
faces of truss at each joint. Center the plates, unless or permanent truss bracing. Refer to HIB -91 or BCSI
shown otherwise by circles (o) or dimensions. No 1 -03 as published by the Truss Plate Institute, 583
loose knots or wanes in plate contact area. Splice D'Onofrio Drive, Suite 200, Madison, Wisconsin
only where shown. Overall spans assume 4" bearings 53719. Persons erecting trusses are cautioned to seek
at each end, unless indicated otherwise. Cutting and professional advice concerning proper erection bracing
fabrication shall be performed on equipment which to prevent toppling and "dominoing ". Care should be
produces snug - fitting joints and plates. Unless taken to prevent damage during fabrication, storage,
otherwise noted, moisture content of lumber shall shipping and erection. Top and bottom chords shall be
not exceed 19% at time of fabrication and these adequately braced in the absence of sheathing or rigid
designs are not applicable for use with fire retardant ceiling, respectively. It is the responsibility of others
lumber. This design was prepared in accordance with to ascertain that the design loads utilized on this
"National Design Specifications for Stress - Grade drawing meet or exceed the actual dead loads
Lumber and Its Fastenings" (AFPA), "Design imposed by the structure and the live loads imposed
Specifications for Light Metal Plate Connected Wood by the local building code or historical climatic records.
Trusses" (TPI), and HUD Design Criteria for
FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY
OF BUILDING DESIGNER TO REVIEW THIS DRWG. & VERIFY THAT DATA
INCLUDING DIM. & LOADS CONFORM TO ARCH. PLAN /SPECS & FAB. TRUSS LAYOUTS.
CORPORATE HEADQUARTERS
5 5
1I itI 1
: L_ � . 1 P.O. Box 280055
s 3, e , t .,4 Tampa, FL 33682 -0055
800 - 282 -1299 • Fax: 813 - 971 -6117
27 -0 -0
• O
O
' - — MILWAUKIE LUMBER
00 �-
18 X 27 GARAGE
8/12 PITCH
24" TAILS
2X6 WALLS & TOP PLATES
Q �
) �
Oregon Truss Roof Loading Account: Milwaukie Lumber
P.O. Box 5787 TC Live: 25.00 psf �'
OREGON TC Dead: 7.00 psf Designer:
RUSS 110 Wallace Rd. NW BC Live: 0.00 psf Checker:
Salem OR 97304 -5787 BC Dead: 10.00 psf Date: 05-06-04
We'r Just Better TC Stress Inc: 15.00
Phone: 503 581 8787 FAX: 503 399 8787 BC Stress Inc: 15.00
Soacina: 2- 0- 0 o r. .