Report (39) WaOfc ?
t 1 f5' Ssw 74i7
Product
BUILT
Engineered Wood Products actill,(1 , .. : e
Duncan-Dowdle Building SSP' 3 2014
Tigard OR
RedBuiltTM Project Number: 088050 ITY
r;. OFTiGARD
UN Divi$1014
Reference Documents: 9/2/2014
Drawing Section By _ Date Revision Type Sheets
Architectural None Provided
Structural Turrentine Engineering,LLC 7/31/2014 Permit Full set
Mechanical None Provided
If you have questions, I
please contact: - -�V PRCrz �I v
‘, 011\k"--, /CA✓
Technical Representative: cc, 3'
Craig McManus �- 60II01 P 1
. (503) 939-0928
V
OREGON co
c1SLY 11'2°° ->
Design Center Contact: 'S `qj G�-
Christine Richey STlNE 0
(503) 640-7151 EXPIRES:t'1/(31 'l+
Material List&Calculations pp. 1-5, Drawings pp. 1-3
Our responsibility is limited to the design of RedBuilt products in accordance with the above
referenced documents based on design loads specified by the engineer of record.
Iri
illii 1 4 ,
IMPORTANT(Please Read)
• Installation of the materials is the sole responsibility of the installer. 0 T
• Refer to Installation Information sheets for more detailed instruction. J S vi
W i
• All materials shall be furnished by others unless specifically noted "by,t her n o u. 6 a
`"
•Truss bearings,bracing,bridging,pre-notched plates,etc.,must be properly inst d 'n ll ti)
• USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARIN 3 IP IEat tve F"'..ti
' •i
BRACING,ETC. ` ❑ ❑ g z W 5 i-
APPROVED FOR PRODUCTN I u)U x
(Based on the previously submitted Approval Package a5. s ed by e]:Wipe
el ?ii § wit 1
0 P
V`
RedBuilt LLC
550 SW Bailey Ave•Hillsboro OR 97123•Mail:550 SW Bailey nv ills ro R i
Ph:(503)648-6641 •Fx:(503)640-2322 U) ❑ au. g
r
I 1
- 1KeXiBUILT Material List
Engineered Wood Products
RB Number 088050 Operator(Christine Richey
Project Name Duncan-Dowdle Building Office Hillsboro
Location Tigard,OR
Delivery D1:Roof Comment
Plant Hillsboro Status Back Approved
Latest Revision : Report Type Check
Open-Web Products Trusses
Quantity Type Series Depth(s) Appl. Profile Clear Span Pr.Length Pr.Load Fa.tn raRsiyM' Footage Notes Notes
1 3717.0
1 T 0 59 I. I Red-S 48 - {- 115% Parallel 62'-0.50" 63.0 ! 1132 j tatod to-iod ` Total 3717.01
• 1
Open-Web Products Blocking
Quantity Type Size Length Net Custom Width Series&Clip Spacing Tight To Notes Notes
1 C 0 - 92 2x4 28.375(in) Nom 1RED-S-All Clips____ _ 32 Chord
1 C 0 8 2x4 1 20.375(in) i Worn , 1 RED-S-All Clips 24 1 Chord 1 1 i
Open-Web Products Bottom Chord Nailer
Lineal Ft Type Size Grade Notes Notes
1 C 0 515 , i 2x4 1 I
Open-Web Products Strut Bracing
Quantity Type Style Spacing Series Notes Notes
1 C 012 W5 24 ; Red-S
1 C 0 276 , W5 32 Red-S
Open-Web Products Cross Bracing
Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes Notes
1 C 0 64 1 B2 64.500 Both Wind Uplift 30"+ 1
48 1 32 1 '
Hardware
Quantity Type Description Notes Notes
1.0 Ib 1 ,N8(8dx1.5)Nails j
17.5 lb 1 IN10(10dx15)Nails
-
17.0 lb (10d 10dx3 Nails 1
1 C 0 24 ( A35 Framing Anchor
TeamBuilder 2.25 Dl:088050 Duncan-Dowdle Building 1 of 1
088050 Mat List.xlsx Back Approved 9/2/2014,2:51 PM
i
414reKaCIBUILT Project:Duncan-Dowdle Building Type:A
Location:Tigard, OR Qty: 59
RedopenWebTM v5.0.21 Delivery: R1 Project Number: 088050
8/19/2014 1:45:47 PM PAGE 1 Del. Desc.: Roof
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
O Reference Span=63'4.000" O
48.000" Red-STM OPEN WEB TRUSS
Parallel Profile
7.75"
775"
Clear Span=62'0.500"
N Top Chord Slope=-.375/12
0.75" 0.75"
All dimensions are horizontal. Product diagram is conceptual.
LOADS:
Analysis for Open-web Member Supporting SNOW Structural Classification.
Loads(psf): 25 Snow at 115%duration, 15 Dead(top chord), 0 Dead(bottom chord),@ 32.000"O.C. and:
LOAD GROUP#1 @ 32.000"O.C.-Uplift
TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT
Uniform(psf) W(1.60) -17.6 15 0 to 63'4.000" Replaces TC Uplift
LOAD GROUP#2 @ 32.000"0.C.-3rd truss from grid 1 or 4
TYPE CLASS LIVE(2) DEAD LOCATION(1) APPL APPLIED TO COMMENT
Uniform(psf) S(1.15) 1.5 0 0 to 63'4.000" Adds to TC Side drift
Tapered(psf) S(1.15) 0 to 17 0 to 0 56'4.000"to 63'4.000" Adds to TC End drift
Strap(lbs) E(1.60) -8927 0 Left End Adds to TC Axial load
Strap(lbs) E(1.60) -8927 0 Right End Adds to TC Axial load
LOAD GROUP#3 @ 24.000"O.C.-Truss at 2 units
TYPE CLASS LIVE(2) DEAD LOCATION(1) APPL APPLIED TO COMMENT
Tapered(psf) S(1.15) 0 to 17 0 to 0 56'4.000"to 63'4.000" Adds to TC End drift
Strap(Ibs) E(1.60) -8927 0 Left End Adds to TC Axial load
Strap(lbs) E(1.60) -8927 0 Right End Adds to TC Axial load
Point(Ibs) S(1.15) 0 100 19'0.000" Adds to TC,on chord(s) Mech
Point(lbs) S(1.15) 0 100 26'0.000" Adds to TC,on chord(s) Mech
Point(lbs) S(1.15) 0 100 34'0.000" Adds to TC,on chord(s) Mech
Point(lbs) S(1.15) 0 100 41'0.000" Adds to TC,on chord(s) Mech
LOAD GROUP#4 @ 24.000"O.C.-One Mech
TYPE CLASS LIVE(2) DEAD LOCATION(1) APPL APPLIED TO COMMENT
Tapered(psf) S(1.15) 0 to 17 0 to 0 56'4.000"to 63'4.000" Adds to TC End drift
Strap(Ibs) E(1.60) -8927 0 Left End Adds to TC Axial load
Strap(lbs) E(1.60) -8927 0 Right End Adds to TC Axial load
Point(lbs) S(1.15) 0 100 40'0.000" Adds to TC,on chord(s) Mech
Point(Ibs) S(1.15) 0 100 47'0.000" Adds to TC,on chord(s) Mech
LOAD GROUP#5 @ 32.000"O.C.-Tension strap
TYPE CLASS LIVE(2) DEAD LOCATION(1) APPL APPLIED TO COMMENT
Strap(lbs) E(1.60) 8927 0 Left End Adds to TC Axial load
Strap(lbs) E(1.60) 8927 0 Right End Adds to TC Axial load
(1)Location is specified from left reference point unless noted otherwise.
(2)All Earthquake loads are Strength Based.
SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle: 0°)
Material: Plate(s) Material: Plate(s)
Bearing Clip: S-Clip Bearing Clip: S-Clip
Reinforcement: Chord(s)only Reinforcement: Chord(s)only
Copyright®2014 by RedBuilt LLC Red-ST"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA.
RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA.
RedLamT.is a trademark of RedBuilt LLC,Boise,Idaho,USA.
L
� Y
41"KaBV,L l. Project:Duncan-Dowdle Building Type:A
RedOpenWebT"v5.0.21
8/19/2014 1:45:47 PM PAGE 2
DESIGN CONTROLS:
Truss Member's Critical Design Component Value:99.4% (Design/Allowable)
A repetitive member increase was applied @ load group(s):3,4.
Truss design includes consideration for partial span application live load.
REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM
Total Load(lbs) 3510 S(1.15) -726 W(1.60) 3658 S(1.15) -726 W(1.60)
Live Load(lbs) 2243 -1487 2392 -1486
DEFLECTIONS&CAMBER:
Deflection(Total Load) Span:2.853"(L/261)
Deflection(Live Load) Span: 1.849"(L/403)
Center Span Camber: 1.841", Recommended
ADDITIONAL NOTES:
-IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product
values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified
the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific
application by the design professional for the project. Truss design values have been accepted by the following agencies:
ICC ES Report No. ESR-1774,LAC RR 22614,and DSA.
-Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with
chords analyzed using RedBuiltTM analysis.
-Pricing Load=113.2 plf
OPERATOR INFORMATION
Christine Richey
503-640-7151
Copyright®2014 by RedBuilt LLC Red-STM'and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA.
RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA.
RedLamT"is a trademark of RedBuilt LLC,Boise,Idaho,USA.
47-K
edBUI LT DO NOT SCALE THIS TRUSS PROFILE
RedOpenWeb"A v5.0.21
8/19/2014 1:45:47 PM
7.83" 2 @ 60.000"
10 @ 50.486"
2 @ 60.000"
48.0 0" -�\�•\�. 7.68"
A RA RARR' : , . .
R: R. R: R: R. R R: R R A Cr. (
42.56" 13 @ 50.425" ",
45.27"
•
62'0.500"
Left First Web Distance: 44.271"
Top Chord Material: 2-1.50X 2.3"RedLamTM LVL
Bottom Chord Material: 2-1.50X 2.3"RedLamTM' LVL
Camber: 1.841"
Bottom Chord Slope: -0.375/12
Red-Srm SERIES LEGEND
Q S-Clip @ LEFT TOP PIN# 1. Project: Duncan-Dowdle Building Truss ID:A
S-Clip c@ RIGHT TOP PIN#15. Location:Tigard,OR Quantity: 59
• 3/4"DIA.PIN ° 1/2"DIA.PIN Delivery: RI Project Number:088050
0 WEB,1"DIA.&WEB GAUGE I i 1 1/4"DIA.
Copyright®2014 by RedBuilt LLC
n 1 1/2"DIA. Red-STM,and RedOpenWeb'"are trademarks of RedBuiltLLC,Boise,Idaho.
RedLamTM,RedBulkTM is a trademark of RedBuilt LLC,Boise,Idaho,USA.