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Footing - 2 Place
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REVISION
idat 7 a-/eft
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City of Tigard
#
Approved Plans
By. "._ Date i'el- ma9 e 4..,,..,.,t,.w. „w
P, HOA PHAM
i DA.Ii
Aug. 06, 2009
SPci =i '17 LE
F IRST FLOOR
®PP • CE COPY R PROPOSED
11 " X17"
N scF F
1/8” = 1' -0"
A04 v01
Proposed hanger:
• Simpson - 11US41 2 with
10- 16d fasteners for
header and joist ...:.
X X
N.• . . .. . . . • . III
..__, • • • ., ,
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Proposed
3-1/8" x 15" Glue Lam
Header
Existing 4x1 2 Joist @ Existing double top
E 16" O.C. plate
Proposed End Post Cap @ each
7
- end of the Glue Lam:
EPC46 with 4- 16d Fasteners Existing 2x4 wooden
Q studs @ ! 6 O.C.
1 E0
Proposed Holdowns @Each Post:
Simpson HDSA with 3/4" x 3" Lag Dolt to
1 Stud and 5/8 "x 5" Redhead Anchor Bolt
Proposed 4x6
Pressure Treated
i / Existing Concrete Post @ each end
1 ^/r Floor of Glue Lam
— I
\ I
I 2' -O" I f
24" x 24" x 12"
Footing - 2 Places
PRO.' i,T
Existing Pressure SPEC OFFICE SPACE
i Treated 2x4 13-2AWN PY o, i
Base Plate HOA PRAM Aug. 6, 2009
Bearing Wall Details — _ ;, _:.S ;r�
,.... :, - $j' X 11" 1i2" - 1' t)"
A7aP
Scale: 1/2" = 1' -0" ,o—.- s -€Et_r - r E vi-rr
"°' •117.041123 "'m Bearing Wall Details A07 v00
...wpm.
.
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eue�
Floor Beam
> Y <, h». , ,,•, 3 1/8" x 15" Glulam (24F - V4 DF)
7.1- Beam 6 35 Serial Number. 7005102587
• User:2 8/7/2009 10 05.36 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Pagel EngmeVersion 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED
DIM 13
14' 7"
Product Diagram is Conceptual.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width: 1'
Primary Load Group - Residential - Living Areas (psf): 80.0 Live at 100 % duration, 15.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Uniform(plf) Floor(1.00) 720.0 135.0 0 To 14' 7" Replaces
SUPPORTS:
Input Bearing Vertical Reactions (lbs) Detail Other
Width Length Live /Dead /Uplift/Total
1 Stud wall 3.50" 4.76" 5250 / 1067 / 0 / 6317 By Others None
•
2 Stud wall 3.50" 4.76" 5250 / 1067 /0 /6317 By Others None
-See iLevel® Specifier's /Builder's Guide for detail(s): By Others
- Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements.
DESIGN CONTROLS:
Maximum Design Control Result Location
Shear (Ibs) 6173 -4982 7500 Passed (66 %) Rt. end Span 1 under Floor loading
Moment (Ft -Lbs) 21991 21991 23437 Passed (94 %) MID Span 1 under Floor loading
Live Load Defi (in) 0.422 0.475 Passed (L/405) MID Span 1 under Floor loading
Total Load Defi (in) 0.508 0.712 Passed (U337) MID Span 1 under Floor loading
- Deflection Criteria: STANDARD(LL:U360,TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by iLevel ®. iLevel® warrants the sizing of its products by this software will be
accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been
provided by the software user. This output has not been reviewed by an iLevel® Associate.
-Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability.
- PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above.
-The analysis presented is appropriate for Glulam beams.
Operator Notes:
This structural member has been sized for the loads described herein. These loads may or may not be adequate for the particular project. An Architect or
Engineer must verify all loads.
PROJECT INFORMATION: OPERATOR INFORMATION:
Vial Pham LLC Michael Peck
Plaf #2 Parr Lumber Co.
1111 S. Timm Rd
Contact: Mike Peck
Ridgefield, WA 98642
Phone : 360 - 887 -7277
Fax : 360-887-4839
mikepec @parr.com
Copyright C 2009 by iLevel', Federal Way, WA.
TJ -Beams is a registered trademark of iLevel®.
•
Ave Floor Beam
by WEl'ErhdlU1", 3 1/8" x 15" Glulam (24F - V4 DF)
TJ -Beam® 6 35 Serial Number. 7005102587
• User 2 8/7/2009 10.05.36 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Paget EngineVerson.635.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
" 14' 3.00" "
Max. Vertical Reaction Total (lbs) 6317 6317
Max. Vertical Reaction Live (lbs) 5250 5250
Required Bearing Length in 4.76(W) 4.76(W)
Max. Unbraced Length (in) 70
Loading on all spans, LDF = 0.90 , 1.0 Dead
Shear at Support (lbs) 842 -842
Max Shear at Support (lbs) 1043 -1043
Member Reaction (lbs) 1043 1043
Support Reaction (lbs) 1067 1067
Moment (Ft -Lbs) 3716
Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor
Shear at Support (lbs) 4982 -4982
Max Shear at Support (lbs) 6173 -6173
Member Reaction (lbs) 6173 6173
Support Reaction (lbs) 6317 6317
Moment (Ft -Lbs) 21991
Live Deflection (in) 0.422
Total Deflection (in) 0.508
PROJECT INFORMATION: OPERATOR INFORMATION:
Vial Pham LLC Michael Peck
Plaf #2 Parr Lumber Co.
1111 S. Timm Rd.
Contact: Mike Peck
Ridgefield, WA 98642
Phone : 360-887-7277
Fax : 360-887-4839
mikepec @parr.com
Copyright ° 2009 by iLevel °, Federal Way, WA
TJ -Beam° is a registered trademark of iLevel °.
Notes: . .
. I - Any modificaiton to bearing/ structural
DEFERRED walls will have separate submittal for _1 e
_ ss Ai approval prior to framing inspection. a o
o. M�hffiti� 2 - Exterior metal stairs case for fi exit a c4
Plumbing „� remain unchange per Mark on 7 -3 I -2009 �a = >
TruGreen
TruGreen � ' ` i cal -? visit. (� a �o LL
Truss Enginexrirts RECEIVED >
Exclusive Shop Drawings
Prem1ses
/ Other
—
—
JUL 31 2009
Defer Submittal /Permit: CITl'OFTIGARD
'� I - Electrical
BUILDING DIVISION
v v 2 - Mechanical
CITY OF TIGARD
/ , / I \ \ ���. —. 3 - Plumbin Approved 5:4 �Nr W'v1S[ c]
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PLAS2FUEL OFFICE SPACE VIAL & PHAM, LLC
; > Construction and Development
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7900 SW Hunziker St.
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SW VARNS STREET
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Phone. 503-740-012.5
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: (0 ! Fax: 503-597-2428
C ;
1 1 1 vedow.vIalphom corn
Ceiling Joist
}
Single Top Plate
2x4 Wooden Studs
2x6 wooden stud filler
as needed if the
Base Plate (base plate Is out of P.T.
ceiling joist is made
out of TJI type material if it is sitting on oncrete
surface)
Floor
Typical Full Wall (floor
to ceiling) Details
= Ceiling Joist
Earthgake Bracing:
( — 2x4 wooden studs
{ alternating @ 8' max
O.C.
Double Top Plate
2x4
Wooden '
Studs
Base Plate (base plate is out of P.T.
material if it is sitting on oncrete
surface)
Ri:JFGT
PLAS2FUEL OFFICE SPACE
�— Floor_,......._.,_....___._,.. _., _...__•__ I
'`JrA.'t °t�nY ::AIL
IIIf ��� HOA PHAM May 8, 2008
Typical Non -Full Wall Details : rW SIZE_. SCA1 r
w wL&wants.,,•• 8i' X 11" 1i5" = 1' -0"
Mae �=�° Wall Details A06_v00 f