Specifications (10) /M77.0l`l-aa396,
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Ur1O0(leu U vv(het Stl'UalaII�nQ LLC
SE 141ST AVE
Engfinl eerfU1 a Group, LLC Clackamas,OR 97015
STRUCTURAL ENGINEERING Tel. 503-7027109
Email:GlennKoester@gmail.com
LATERAL ANALYSIS OF BACK WALL ONLY
October 29, 2019 RECEIVED
OCT 302019
Kaufmann Remodel
TIGARD
14425 McFarland Blvd CITY OF
BUILDING DIVISION
Tigard, OR 97224
120 mph 3-Second Gust, Exposure B Seismic Category D
2014 IBC
ta P R�oFF OFFICE
a- F,g oy O 'Y
ORSCON
RENEWAL DATE: 6/14/I
EXCLUSION OF LIABILITIES
1.DISCLAIMER AND RELEASE
BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS,
AND LIABILITIES OF NSEG,LLC AND ALL OTHER RIGHTS,CLAIMS AND REMEDIES AGAINST NSEG,LLC
ENGINEERING(EXPRESS OR IMPLIED)WITH RESPECT TO ANY NONCOMFORMITY,IMPROPER INSTALLATION,
WORKMANSHIP OR MATERIALS.
II.EXCLUSION OF CONSEOUENTIAL AND OTHER DAMAGES
NSEG,LLC SHALL HAVE NO OBLIGATION OF LIABILITY,WHETHER ARISING IN CONTRACT
(INCLUDING WARRANTY),TORT(INCLUDING ACTIVE,PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR
LOSS OF USE,REVENUE OR PROFIT,OR FOR ANY OTHER INCEDENTAL OR CONSEQUENTIAL DAMAGES.
III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION.
MES NC RESPGNSIBIL ITY II. J
VAL IDfTY OF CONTRACTOR/OILNE
v. TWE CONTRACTOR/OILNER 18
X THE PLANS.EXISTING SITE
1,2 AND TO NOTIF"THE DESIGNER - -- - ---
SIGNS OR DISCREPANCIES PRIOR`C
KTICN. DISCREPANCIES MA. S,..
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REAR ELEVATION
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e
ALL FLUES A MN.CF?'-O" ALL GRADES 91-IOUN A .:PoROXIMATE MATCH ALL EXISTM
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LATERIAL DESIGN OF SINGLE FAMILY RESIDENCE
PER 2014 OSSC
Wind Loading
WIND SPEED 120 MPH EXPOSURE B
RISK CATEGORY II
ROOF PITCH 0 12 0.0 DEGREES
MEAN ROOF HEIGHT 16 FEET
LRFD ASD
A 22.8 13.7 ADJUSTMENT FACTOR FOR BLDG 1.00
B 8.0 4.8 HT AND EXP
C 16.0 9.6
D 8.0 4.8 TOPOGRAPHIC FACTOR Kzt 1.0
EDGE ZONE a LEAST HORIZONTAL DIM 18 FEET
10%HOR DIM 1.8 BUT NOT 4% HOR DIR 0.72
0.4 H 6.4 LESS THAN 3 FT 3
LEAST 1.8 3
a= 3 FT
2a= 6 FT
SQR FT OF LOADING
Seismic Loading
Zip Code 97224
SMS 1.016 V=F* SDS*WDL/R= 0.115 WDL
S05=2/3 SMs 0.6773333 ASD =V/1.4 0.082 WDL
F= 1.1 (1 .0 one story, 1.1 two stories, 1.2 three stories)
R= 6.5
Allowable Allowable
Shear Load (Of) Load (plf)
wall wind seis Floor to Floor Holdown Floor to Foundation Holdown
Std 260 260 Tag Load Type Tag Load Type
A 365 260 1 1540 MSTC28 7 3075 HDU2-SDS2.5
B 532 380 2 2710 MST37 8 5645 HDU5-SDS2.5
D 685 490 3 4205 MST48 9 7630 HDQ8-SDS3*
E 895 640 4 6235 MST60 10 9230 HDQ8-SDS3**
F 1217 870 5 6730 MST72 11 14445 HDU14-SDS2.5**
C 1 1 6 9215 CMST12x90 12
+
* 4X REQ AT HD LOC **6X REQ AT HD LOC
lateral non joe april 14 2019.xlsm
NW STRUCTURAL ENGINEERING GROUP, LLC Project: \<'I V FIMNJ ?FriaUrL
503.702.7109 Client: 6Y14-J'
GLENNKOESTER@GMAIL.COM Date: IuJ2ti/r 5
CONSULTING ENGINEER Name:
PORTLAND, OREGON
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'1�" 0 Aa (--./ 'h.' PLATE
Lifift_t_cl a= 33,1 (pg.' : 3C PIE ft 21/431S ryres
103(1114_ ! 4,40*
I, LC C44) toaH l
Vt Ins,O3 C I('3o8) S `Is ti rsvurL @ 6 r- r oL
1.N = I Bt=7'
w = 158o / �g= `�� �� F < O & ►-
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•
10/29/2019 ATC Hazards by Location
ATCHazards by Location
Search Information
Address: 14425 SW McFarland Blvd,Tigard,OR 97224, Vancouver
USA
-`` '
14,
I tliamook land
Hillsba•U�-� p o
Coordinates: 45.4158714,-122.7978306 ;tate ForestRei1 rtp,� Gresham
Elevation: ft Mt
Natio
Timestamp: 2019-10-30T03:18:38.742Z
Hazard Type: Seismic
Go gte Map data 02019 Google
Reference ASCE7-16
Document:
Risk Category: II
Site Class: D-default
Basic Parameters
Name Value Description
Ss 0.847 MCER ground motion(period=0.2s)
S1 0.393 MCER ground motion(period=l.0s)
SMS 1.016 Site-modified spectral acceleration value
SM1 *null Site-modified spectral acceleration value
SDS 0.678 Numeric seismic design value at 0.2s SA
SD1 *null Numeric seismic design value at 1.0s SA
* See Section 11.4.8
Additional Information
Name Value Description
SDC *null Seismic design category
Fa 1.2 Site amplification factor at 0.2s
F„ *null Site amplification factor at 1.0s
CRS 0.884 Coefficient of risk(0.2s)
CR1 0.866 Coefficient of risk(1.0s)
PGA 0.386 MCEG peak ground acceleration
FPGA 1.214 Site amplification factor at PGA
PGAM 0.469 Site modified peak ground acceleration
https://hazards.atcouncil.org/#/seismic?lat=45.4158714&Ing=-122.7978306&address=14425 SW McFarland Blvd%2C Tigard%2C OR 97224%2C USA 1/2
10/29/2019 ATC Hazards by Location
TL 16 Long-period transition period(s)
SsRT 0.847 Probabilistic risk-targeted ground motion(0.2s)
SsUH 0.958 Factored uniform-hazard spectral acceleration (2%probability of
exceedance in 50 years)
SsD 1.5 Factored deterministic acceleration value(0.2s)
S1RT 0.393 Probabilistic risk-targeted ground motion(1.0s)
Si UH 0.454 Factored uniform-hazard spectral acceleration (2%probability of
exceedance in 50 years)
SID 0.6 Factored deterministic acceleration value(1.Os)
PGAd 0.5 Factored deterministic acceleration value(PGA)
* See Section 11.4.8
The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building
code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before
proceeding with design.
Disclaimer
Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services.
While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility
or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without
competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does
not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge
in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the
report provided by this website. Users of the information from this website assume all liability arising from such use.Use of the output of
this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the
building site described by latitude/longitude location in the report.
https://hazards.atcouncil.org/#/seismic?lat=45.4158714&Ing=-122.7978306&address=14425 SW McFarland Blvd%2C Tigard%2C OR 97224%2C USA 2/2
2X6 STUDS ' 16" 0.c.SIDINC� AS NOTED !.U/ R-21 BATT INSUL.
ON ELEVATIONS.
VAPOR BARRIER y- 2 X 6 P.T. SILL W/
ON 1/2 " EXT. �Th '2 "4' X IP" A. B.
SF-lEATNINCs (----) to 6'-0" o.c.
4a.e 6"oc.. .._,..-----N, 34 " T 4 6 PL YWD (48/24)
BACKFILL. (-----) ON "TJI" FLOOR JOISTS
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7 (-----,„/ SIZE AND SPACING).
C INSULATE TO R-30 -
ALL FLOORS.
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COPOUNDATION DETAIL
SCALE: 3/4" = I'-0"
NW STRUCTURAL ENGINEERING GROUP, LLC Project: K 1\U F Mi3NrJ I\E1"aQF c..
503.702.7109 Client: i.3Y'c3t-'
GLENNKOESTER@GMAIL.COM Date: I Lf a`,/t
CONSULTING ENGINEER Name:
PORTLAND, OREGON
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