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1-23-15
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CS Beam 4.11.26.1
]anBeamEngine 4.11.26.1 CITY OF TIGARD
Materials Database 1516 BUILDING DIVISION
Member Data
Description: Member Type: Joist Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PSF Deflection Criteria: U480 live, L/240 total
Dead Load: 12 PSF Deck Connection: Glued& Nailed
Filename: Beam1
�Ih
11 0 0 11 0 0
9 °
22 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.750" 380# —
2 11' 0.000" Wall DFL Plate(625psi) 3.500" 3.500" 1121# —
3 22' 0.000" Wall DFL Plate(625psi) 3.500" 1.750" 380# —
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 302#(189p1f) 78#(49p1f)
2 863#(539p1f) 259#(162p1f)
3 302#(189p1f) 78#(49plf)
Design spans
10' 9.375" 10' 9.375"
Product: 9 1/2" RFPI-20 19.2" O.C. PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 863.# 2820.# 30% 4.53' Odd Spans D+L
Negative Moment 1209.# 2820.# 42% 11' Total Load D+L
Shear 561.# 1220.# 45% 11' Total Load D+L
End Reaction 380.# 1151.# 32% 0' Odd Spans D+L
Int.Reaction 1121.# 1775.# 63% 11' Total Load D+L
TL Deflection 0.0899" 0.5391" L/999+ 16.93' Even Spans D+L
LL Deflection 0.0764" 0.2695" L/999+ 5.07' Odd Spans L
Control: Max Int.React.
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
�MPSON All product names are trademarks of their respec ive owne s KAMI L HENDERSON
EWP MANAGER
„„. Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. PACIFIC LUMBER&TRUSS
"Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design BEAVERTON,OREGON
must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's spedfcahons.
503-858-9663
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• °' PACIFIC WMBERCOPYRIGHT 2!)14 OSEBURG FRAMING SYSTEM°-
�u" �,a. ""• /1I ' quality Evlginesaedwood P: aci for today's Guilde
Nc ,I/ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.
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The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _� '� �
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Company.which retains copyrights to anA ownershipof theplans.Use of these tans byanyother
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,I) roduct su lier other than Pacific Lumber Gom an i5 strict) rohibited.Unauthorized use or a•••�•• I� s�o..ro.osr Aeove p tP P py yP aas&avam t'aaFsr PsnerucFsRxzs�'surra;roafsTvxroarcrs
copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that incluAe,.....„....,...,
`� I penalties of up to 420,000 per work infringed,and$100,000 per work infringed willfully.
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CONTRACTOR NOTES: DES/GN NOTES:
°°"'"`°-- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
"`°°"=:`-'4;n,.Aw,.., ., 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR
°"`"""` (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RFP(BLOCKING PANELS HON BEARING HALL ABOVE POST LOAD TRANSFER DETAIL
� (UNLESS NOTED OTHERWISE) OF L/460
N.T.S. N.T.S.
4)USE CAUTION WHEN CUTTING
FOR PLUMBING FLOOR LOADING:
5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD
SHEARWALLS 1 2psf DEAD LOAD
SLEEPING AREAS:
TH/5/5 A PLACEMENT PLAN ONL Y. 30psf LIVE LOAD
This layout is to be used in con junction with 1 2psf DEAD LOAD
I I L Architectural/Structural plans.Verify all
Shear wall blocking placement and connectors. ROOF LOADING)
Purchaser responsible for approving this 25psf LIVE LOAD
layout prior to any construction. 1 1psf DEAD LOAD
FL 1 4-430(MAIN)
POLYGON 406
Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth
J81 BLKG RFPI-20 1 3/4 F 1/2 20 3 60
B1 RigidLam LVL 1 3/4 F 1/2 1.5E 2 4 8
132 RigidLam LVL 1 3/4 F 1/2 1.5E 1 1 8 15
63 RigidLam LVL 1 3/4 F 1/2 1.5E 2 1 2 24
START START
154 RigidLam LVL 1 3/4 F 1/2 1.5E 1 24 24
in FRAMING FRAMING B5 RigidLam LVL 1 3/4 F 1/2 1.5E 1 22 22
R1 058 Rim 1 F 1/2 3 1 6 48
' HERE HERE J .55 J1 RFPI-20 1 3/4 5 1/2 10 22 220
....._...`............................_......_...___....______......:._._......-. _..._.._......._....................................._...... \yam
___...._____...................................._.........._........_.`;.._...._ .._.......__.........................................._..._...� � 1 ............__......__.......__._...._..................._...._... J2 RFPI-20 1 3/4 9 1/2 2 24 48
J3 RFPI-20 1 3/4 F 1/2 1 1 2 1 2
.._ ....... J.t. ..._.-a ........ .............
.11*- ... J4 RFPI-20 1 3/4 9 1/2 1 20 20
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$� B2 �- I REFERENCE INSTALLATION
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....-... .....�§ ....... J6 t GUIDE FOR ALL FRAMING
1 R 1�, ,45S DETAILS AND I-JOIST INFORMATION
55 .
�L-EGEND: I I
EJ Pacifiatumber( H ?—-HANGER GALLOUT PORCH 1 1 PORCH f
-SUPPORTING POST
® -POST LOAD ABOVE L I 1 J & T R U S S COMPANY
R -RIMBOARD 10515 SW ALLEN BLVD BEAYERTON.OREGON 51005 (503)658-5663
1-5 -LVL BLOCKING
PLAN DESCRIPTION/NUMBER: 40 B
J5 -JOIST BLOCKING
CUSTOMER: POLYGON
J -JOIST CALLOUT
PLAN DATED: 12/1 5/1 4
5 -BEAM(FLUSH w/JOIST)
NOR -HEADER(BEAM BELOW JOIST)
MAIN FLOOR JOIST LAYOUT DESIGNER: KAMIL NENDERSON DATE: 1/1 9/7 5
550-BEAM BY OTHERS
SCALE: "4"-''-°' PL 1 4-430 (MAIN) SHEET: 1 of 3
1