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Project:22210A SOLSTICE CUSTOM HOMES I age
Location:M2-GREAT RM.PATIO DR.HDR. Wojciech Dwornik f-
Multi-Loaded Multi-Span Beam
Alan Mascord Design
2187 NW Reed St,Ste 100 a/
[2015 International Building Code(2015 NDS)]
5.5 IN x 12.0 IN x 12.0 FT �...Portland,OR 97210
24F-V4-Visually Graded Western Species-Dry Use
Section Adequate By:3.0°!o StruCalc Version 10.0.1.4 10!29/2019 2:52:25 PM
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.33 IN L1441
Dead Load 0.21 in
Total Load 0.54 IN 0269
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L1240
REACTIONS A B
Live Load 6029 lb 4500 lb ; 1
Dead Load 3857 lb 2832 lb
Total Load 9886 lb 7332 lb
I Bearing Length 2.77 in 2.05 in _ -
BEAM DATA Center �d
Span Length 12 ft
Unbraced Length-Top 0 ft 12ft
Unbraced Length-Bottom 12 ft
Live Load Duration Factor 1.15
Camber Adj.Factor 1
Camber Required 0.21 UNIFORM LOADS Center
Notch Depth 0.00 Uniform Live Load 300 plf
Uniform Dead Load 75 plf
MATERIAL PROPERTIES Beam Self Weight 14 plf
24F-V4-Visually Graded Western Species Total Uniform Load 389 plf
Base Values Adjusted
Bending Stress: Fb= 2400 psi Controlled by: POINT LOADS-CENTER SPAN
Fb_cmpr= 1850 psi Fb'= 2760 psi Load Number One " Two*
Cd=1.95 Live Load 2284 lb 1358 lb
Shear Stress: Fv= 265 psi Fv'= 305 psi Dead Load 1540 lb 923 lb
Cd=1.15 Location 2.25 ft 7.75 ft
Modulus of Elasticity: E= 1800 ksi E= 1800 ksi *Load obtained from Load Tracker.See Summary Report for details.
Comp.-L to Grain: Fc--I-= 650 psi Fc--L'= 650 psi TRAPEZOIDAL LOADS-CENTER SPAN
Load Number One Two Three
Controlling Moment: 29466 ft-lb Left Live Load 0 plf 25 plf 543 plf
5.76 Ft from left support of span 2(Center Span) Left Dead Load 80 plf 17 plf 362 plf
Created by combining all dead loads and live loads on span(s)2 Right Live Load 0 plf 25 plf 543 pif
Controlling Shear: 9395 lb Right Dead Load 80 plf 17 plf 362 plf
At a distance d from left support of span 2(Center Span) Load Start 0 ft 0 ft 2.25 ft
Created by combining all dead loads and live loads on span(s)2 Load End 12 ft 12 ft 7.75 ft
Load Length 12 ft 12 ft 5.5 ft
Comparisons with required sections: Req'd Provided
Section Modulus: 128.11 in3 132 in3
Area(Shear). 46.24 in2 66 in2
Moment of Inertia(deflection): 706,28 in4 792 in4
Moment: 29466 ft-lb 30360 ft-lb
Shear: 9395 lb 13409 lb
NOTES
FOR OFFICE USE ONLY—SITE ADDRESS:
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
= Transmittal Letter
T G AR D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www tiiardorov_
TO: DATE RECEIVED:
DEPT: BUILDING DIVISION 1Jt , I'
ii OCT 31 2019
FROM: AU I �D t i y .R.Pie?-0 (ATI' LA- WARD
3LIILDING DIVISION
COMPANY: <SDL 57"/C C_ (../..5/7),A/7 ,,
PHONE: v —72,0 --7 (71By:V i
RE: g 0 9/ Si- C,) ,4esr O/ -00 OCj 3
(Site Address) (Permit Number)
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
Additional set(s) of plans. Revisions:
Cross section(s) and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. Engineer's calculations.
Other(explain):
REMARKS: P h.) /14.6 cia 776AZ TCS 6:_x_Ntie12r C teo6 ��
P--6e)l 1 ./W-)0
FO OFFICE USE ONLY
Routed to Pe , t Technician: Date: Li OT
1'al Initials: --
Fees Due: A Yes ❑ No Fee Desc ption: Amount Due:
t $ —t
I $
Special
Instructions:
Reprint Permit (per PE): Yes ❑No ❑ Done
Applicant Notified: 7<a-7 /Date: //7 7/�/ Initials
I:\Building\Forms\TransmittalLetter-Revisions_061316.doc