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STRUCTURAL CALCULATIONS JAN 3 x z(!
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FOR LD fi T) 1 s o i ,
Fire Damaged
Fireplace Box-Out Joist-Beam Replacement
13145 SW Bull Mountain Road
Tigard, Oregon 97224
/41/49 PROF0
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RENEWAL DATE:12/3112017
SANE EMPEY STRUCTURAL ENGINEERING (SESE) was retained in a
limited capacity for this project. Design is based upon information
provided by the client who is solely responsible for accuracy of it.
SESE has prepared these calculations solely for the items listed above.
The owner, architect, and/or contractor shall hold SESE harmless for any
member or system not part of this analysis.
No litigation may take place against SESE prior to documentation by
multiple neutral parties registered as Professional Engineers as to errors
found in these documents. The use of these documents represents
acceptance of these terms.
Contents
Summary/Design Criteria SUM/DC
Key Plan RKl
Calculations
Contact Person: SHANE A.EMPEY
■ I ID ■ • Shane Fire Damaged:
Project: Fireplace Box-Out Joist-Beam Replacement
vim whin Empey, P.E.
Structural Client: FLOW design Studios,LLC Proj.No.: 17-102
• 1/ U ,11 I N D Engineering, Inc Date: January 2017 By: SAE Sheet No.: COVER
PO Box 1804,Happy Valley,Oregon, 97015,503-998-7704. SHANE.EMPEY.PE@GMAIL.COM
SUMMARY OF PROJECT
THE EX1ST INCA MULTI -STORY STRUCTURE IS A SINGLE-STORY
SINGLE -FAMILY RESIDENCE WIT-1 D,4YLIG1T 34SEMENT OF
CONVENTIONAL WOOD FRAM INCA ON CONCRETE STEM/FOOT INCA
FOUNDATION. A FIRE DAMAGED TI-4E BOX-OUT JOIST-SEAM
AT THE EDGE OF T1-IE FIREPLACE.
TI-I15 CALCULATION PACKET HAS SEEN PREPARED TO
ADDRESS ONLY THE GRAVITY LOA INCA OF THIS ELEMENT.
ALL D(MENS IONS AND USE HAVE SEEN PRESENTED 5Y THE
CL LENT.
DESIGN CRITERIA
DL = 12 PSF (FLOOR)
LL = 'O PSF (FLOOR)
, . . ., . . . Shane Fire Damaged:
P.E.glilliII 111 4111 11 II 111Project: Fireplace Box-Out Joist-Beam Replacement
Epey, .
Structurmal Client: FLOW design Studios,LLC Proj.No.: 17-102
g . imp ii pr g . Engineering, Inc Date: January 2017 By: SAE Sheet No.: SUM
PO Box 1804,Happy Valley,Oregon, 97015,503-998-7704. SHANE.EMPEY.PE@GMAIL.COM
•
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•
Printed:26 JAN 2017,8:03AM
File=cf\Users\Shane\DOCUME-1\ENERCA-1\MANIBU-1.EC6
Multiple Simple Beam ENERCALC,INC.1983-2015,Build:6.15.12.9,Ver:6.14.12.31
Lic.#:KW-06010258 Licensee:Shane Empey Structural Engineering
Description : FirePlace Box-Out Joist-Beam
Wood Beam Design : B1 Replacement Joist at fireplace (Box-Out Joist-Beam)
Calculations per 2012 NDS,IBC 2012,CBC 2013,ASCE 7-10
BEAM Size : 1.75x14, Parallam PSL, Fully Braced
Using Allowable Stress Design with IBC 2012 Load Combinations, Major Axis Bending
Wood Species: iLevel Truss Joist Wood Grade : Parallam PSL 2.0E
Fb-Tension 2,900.0 psi Fc-Prll 2,900.0 psi Fv 290.0 psi Ebend-xx 2,000.0 ksi Density 45.050 pcf
Fb-Compr 2,900.0 psi Fc-Perp 750.0 psi Ft 2,025.0 psi Eminbend-xx 1,016.54 ksi
Applied Loads
Unif Load: D=0.0120, L=0.050 k/ft,Trib=2.50 ft
Design Summary
Max fb/Fb Ratio = 0.571 • 1 D 0 030 L 0 1250
fb :Actual: 1,626.82 psi at 10.000 ft in Span#1flk � � , P ,w
Fb:Allowable: 2,850.80 psi t �� et44
Load Comb: +D+L+H `` ""
Max fv/FvRatio= 0.290: 1 20.081 1.75x14
fv :Actual: 84.14 psi at 18.867 ft in Span#1
Fv:Allowable : 290.00 psi
Load Comb: +D+L+H Max Deflections
Max Reactions (k) 12 L LL a 18L E 13 Downward L+Lr+S 0.565 in Downward Total 0.701 in
Left Support 0.30 1.25 Upward L+Lr+S 0.000 in Upward Total 0.000 in
Right Support 0.30 1.25 Live Load Defl Ratio 424 >360 Total Defl Ratio 342 >180
Sheet No.: 1