Correspondence March 13, 2008
Roundstone Construction
Steve Gibson
9550 SW Beaverton - Hillsdale Hwy
Beaverton, OR 97005
RE: Lot 2
Project Information
Building Permit: MST2008 -00012 Construction Type: \TB
Address: 14730 SW 103r Occupancy Type: R -3
Area: 2362 Sq.Ft. Stories: 1
The plan review was performed under the 2005 Oregon Residential Specialty Code. The review
of the submitted plans will be completed when the following information is provided.
1. Please provide calculations for door header at laundry room, as an approximate
10kip load (K girder truss) bears down.
2. Please provide calculations for footing, under above said header.
3. Provide a list of all girder truss hangers.
4. A 6 "x12 "x15' header @ Cased Opening is calculated in the engineering packet but
not shown on the plans, has this been removed all together?
5. Please revise the truss diagram to match the new house plan.
6. When responding, provide an itemized letter stating in what way each issue has been
addressed in the revision.
When submitting revised drawings or additional information, please attach a copy of the
enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of
Tigard in tracking and processing the documents.
Respectfully,
Brandon Shaw
Plans Examiner
BrandonS @tigard - or.gov
Phone: 503.718.2425
Fax: 503.624.3681
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.
BUILDING DIVISION
TIGARD TRANSMITTAL LETTER
TO: L,171 Se /kv' DATE RECEIVED:
DEPT: BUILDING DIVISION
RECEIVED
FROM: @son MAR 1 7 tuud
COMPANY: K:_)010,516-{ -c � CITY OFTIOARD
� � /' BUILDING DIVIS ON
PHONE: rlJ `� �q- Ua c By77
RE: I 1 - 1 7 3 $ () ( o 3 ' 2-d 1 5 ZOOS- GYSZ01
(Site Address) (Yermit/Case Number)
/ ct name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: ..Description:' -, • = ' :Copies: ._ Deseription
Additional set(s) of plans. Revisions:
Cross section(s) and details. Wall bracing and /or lateral analysis.
Floor /roof framing. Basement and retaining walls.
x' Beam calculations. Engineer's calculations.
Other (explain):
MARKS .(" ` WC-5 cSW Ar(aZ '- r () cc
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. • . FOR OFFICE US E ONLY •
Routed to Permit Technician: Date: Initials:
Fees Due: F I Yes I I No Fee Description: Amount Due:
$
Special
Instructions:
Reprint Permit (per PE): I I Yes J I No I Done
Applicant Notified: Date: Initials:
I: \Building \Forms \Transmittal Letter- Revisions.doc 4/4/07
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Multi- Loaded Beam[ 2006 International Building Code (05 NDS) 1 Ver: 7.01.14
By: Jaime Urn , First United Engineering on: 03 -14 -2008: 11:22:03 AM
Project: mitchell partition 2 - Location: header beam
Summary:
5.5 IN x 11.5 IN x 3.0 FT / #2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 12.6% Controlling Factor: Section Modulus / Depth Required 10.84 In
Center Span Deflections:
Dead Load: DLD- Center= 0.00 IN
Live Load: LLD - Center= 0.01 IN = L/3235
Total Load: TLD- Center= 0.01 IN = L/3170
Center Span Left End Reactions (Support A):
Live Load: LL- Rxn -A= 5300 LB
Dead Load: DL- Rxn -A= 171 LB
Total Load: TL- Rxn -A= 5471 LB
Bearing Length Required (Beam only, support capacity not checked): BL -A= 1.59 IN
Center Span Right End Reactions (Support B):
Live Load: LL- Rxn -B= 5300 LB
Dead Load: DL- Rxn -B= 171 LB
Total Load: TL- Rxn -B= 5471 LB
Bearing Length Required (Beam only, support capacity not checked): BL -B= 1.59 IN
Beam Data:
Center Span Length: L2= 3.0 FT
Center Span Unbraced Length -Top of Beam: Lu2 -Top= 0.0 FT
Center Span Unbraced Length - Bottom.of Beam: Lu2- Bottom= 3.0 FT
Live Load Duration Factor: Cd= 1.00
Live Load Deflect. Criteria: L/ 360
Total Load Deflect. Criteria: L/ 240
Center Span Loading:
Uniform Load:
Live Load: wL -2= 200 PLF
Dead Load: wD -2= 100 PLF
. Beam Self Weight: BSW= 14 PLF
Total Load: wT -2= 314 PLF
Point Load 1
Live Load: PL1 -2= 10000 LB
Dead Load: PD1 -2= 0 LB
Location (From left end of span): X1 -2= 1.5 FT
Properties For: #2- Douglas- Fir -Larch
Bending Stress: Fb= 875 PS
Shear Stress: Fv= 170 PS
Modulus of Elasticity: E= 1300000 PS
Adjusted Modulus of Elasticity: E -Min= 470000 PS
Stress Perpendicular to Grain: Fc_perp= 625 PS
Adjusted Properties
Fb' (Tension): Fb'= 875 PS
Adjustment Factors: Cd =1.00 CF =1.00
Fv': Fv'= 170 PS
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment: M= 7853 FT -LB
1.5 Ft from left support of span 2 (Center Span) •
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear: V= 5179 LB
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment): Sreq= 107.70 N3
S= 121.23 N3
Area (Shear): Areq= 45.70 N2
e A= 63.25 N2
Moment of Inertia (Deflection): (0 f Ireq= 77.57 N4
1= 697.07 N4
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Multi- Loaded Beam[ 2006 International Building Code (05 NDS) ] Ver: 7.01.14
By: Jaime Lim , First United Engineering on: 03 -14 -2008
Project: mitchell partition 2 - Location: header beam
Summary:
5.5 IN x 11.5 IN x 3.0 FT / #2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 12.6% Controlling Factor: Section Modulus / Depth Required 10.84 In
LOADING DIAGRAM
P1
1 1
� W I
— — -- -- _ - -- —_ —
A B
Center Span = 3 ft
Reactions
Live Load Dead Load Total Load Uplift Load
A 5300 Lb 171 Lb 5471 Lb 0 Lb
B 5300 Lb 171 Lb 5471 Lb 0 Lb
Center Span
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 200 Plf 100 Plf 14 Plf 314 Plf
Point Loading
Live Load Dead Load Location
P1 10000 Lb 0 Lb 1.5 Ft
•
Multi- Loaded Beam[ 2006 International Building Code (05 NDS) J Ver: 7.01.14
By: Jaime Lim , First United Engineering on: 03 -14 -2008
Project: mitchell partition 2 - Location: header beam
Summary:
5.5 IN x 11.5 IN x 3.0 FT /#2 - Douglas- Fir -Larch - Dry Use
Section Ade•uate B : 12.6% Controllin. Factor: Section Modulus / De.th Re•uired 10.84 In
LOADING DIAGRAM
P1
J
Vr
A B
Center Span = 3 ft
Reactions
Live Load Dead Load Total Load Uplift Load
A 5300 Lb 171 Lb 5471 Lb 0 Lb
B 5300 Lb 171 Lb 5471 Lb 0 Lb
Center Span
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 200 Plf 100 Plf 14 Plf 314 Plf
Point Loading
Live Load Dead Load Location
P1 10000 Lb 0 Lb 1.5 Ft
•
ColumnE 2006 International Building Code (05 NDS)1 Ver: 7.01.14
By: Jaime Lim , First United Engineering on: 03 -14 -2008: 11:24:50 AM
Project: mitchell - Location: post
Summary:
3.5 IN x 3.5 IN x 8 FT / #2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 13.5%
Vertical Reactions:
Live: Vert-LL -Rxn= 6000 LB
Dead: Vert-DL -Rxn= 21 LB
Total: Vert -TL -Rxn= 6021 LB
Axial Loads:
Live Loads: PL= 6000 LB
Dead Loads: PD= 0 LB
Column Self Weight: CSW= 21 LB
Total Loads: PT= 6021 LB
Eccentricity (X -X Axis): ex= 0.00 IN
Eccentricity (Y -Y Axis): ey= 0.00 IN
Axial Duration Factor: Cd- Axial= 1.00
Column Data:
Length: L= 8.0 FT
Maximum Unbraced Length (X -X Axis): Lx= 8.0 FT
Maximum Unbraced Length (Y -Y Axis): Ly= 8.0 FT
Column End Condition: Ke= 1.0
Calculated Properties:
Column Section (X -X Axis): dx= 3.50 IN
Column Section (Y -Y Axis): dy= 3.50 IN
Area: A= 12.25 IN2
Section Modulus (X -X Axis): Sx= 7.15 IN3
Section Modulus (Y -Y Axis): Sy= 7.15 IN3
Slenderness Ratio: Lex/dx= 27.43
Ley /dy= 27.4
Properties For: #2- Douglas- Fir -Larch
Compressive Stress: Fc= 1350 PS
Bending Stress (X -X Axis): Fbx= 900 PS
Bending Stress (Y -Y Axis): Fby= 900 PS
Modulus of Elasticity: E= 1600000 PS
Adjusted Modulus of Elasticity: E -Min= 580000 PS
Adjusted Properties:
Fc': Fc'= 568 PS
Adjustment Factors: Cd =1.00 Cf =1.15 Cp =0.37
Column Calculations (Controlling Case Only):
Controlling Load Case: Axial Total Load Only (L + D)
Compressive Stress: fc= 492 PSI
Allowable Compressive Stress: Fc'= 568 PSI
Footing Design 1 2006 International Building Code (05 NDS) 1 Ver: 7.01.14
By: Jaime Lim , First United Engineering on: 03 -14 -2008 : 11:26:11 AM
Project: mitchell - Location: footing
Summary:
Footing Size: 2.5 FT x 2.5 FT x 10.00 IN
Reinforcement: #4 Bars @ 7.00 IN. O.C. E/W / (4) min.
Footing Loads:
Live Load: PL= 5500 LB
Dead Load: PD= 1000 LB
Total Load: PT= 6500 LB
Ultimate Factored Load: Pu= 10000 LB
Footing Properties:
Allowable Soil Bearing Pressure: Qs= 1500 PSF
Concrete Compressive Strength: F'c= 2500 PSI
Reinforcing Steel Yield Strength: Fy= 40000 PSI
Concrete Reinforcement Cover: c= 3.00 IN
Footing Size:
Width: W= 2.5 FT
Length: L= 2.5 FT
Depth: Depth= 10.00 IN
Effective Depth to Top Layer of Steel: d= 6.25 IN
Column and Baseplate Size:
Column Type: (Steel)
Column Width: m= 4.00 IN
Column Depth: n= 4.00 IN
•
Baseplate Width: bsw= 4.00 IN
Baseplate Length: bsl= 4.00 IN
Bearing Calculations:
Ultimate Bearing Pressure: Qu= 1040 PSF
Effective Allowable Soil Bearing Pressure: Qe= 1375 PSF
Required Footing Area: Areq= 4.73 SF
Area Provided: A= 6.25 SF
Baseplate Bearing:
Bearing Required: Bearing= 10000 LB
Allowable Bearing: Bearing - Allow= 47600 LB
Beam Shear Calculations (One Way Shear):
Beam Shear: Vu1= 2250 LB
Allowable Beam Shear: vc1= 15938 LB
Punching Shear Calculations (Two way shear):
Critical Perimeter: Bo= 41.00 IN
Punching Shear: Vu2= 8833 LB
Allowable Punching Shear (ACI 11 -35): vc2 -a= 65344 LB
Allowable Punching Shear (ACI 11 -36): vc2 -b= 88188 LB
Allowable Punching Shear (ACI 11 -37): vc2 -c= 43563 LB
Controlling Allowable Punching Shear: vc2= 43563 LB
Bending Calculations:
Factored Moment: Mu= 28167 IN -LB
Nominal Moment Strength: Mn= 169665 IN -LB
Reinforcement Calculations:
Concrete Compressive Block Depth: a= 0.49 IN
Steel Required Based on Moment: As(1)= 0.13 IN2
Minimum Code Required Reinforcement (Shrinkage/Temperature ACI- 10.5.4): As(2)= 0.60 IN2
Controlling Reinforcing Steel: As -regd= 0.60 IN2
• Selected Reinforcement: #4 Bars @ 7.00 IN. O.C. E/W / (4) Min.
Reinforcement Area Provided: As= 0.79 IN2
Development Length Calculations:
Development Length Required: Ld= 15.00 IN
Development Length Supplied: Ld -sup= 10.00 IN
Note: Plain concrete adequate for bending, therefore adequate development length not required.
City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223
RI
•
T I GARD
June 16, 2008
Roundstone Construction Co.
9550 SW Beaverton - Hillsdale Hwy
Beaverton, OR 97005
Attn: John M. Gerritz
Re: Permit No. MST2008 -00012
Dear Mr. Gerritz:
The City of Tigard has processed a refund for overpayment of permit fees on the above
referenced permit for the following:
Site Address: 14730 SW 103` Ave.
Project Name: Mitchell -Galich Partition, Lot 2
Job No.: N/A
Refund: ❑ Check # in the amount of $
® Credit card "return" receipt in the amount of $167.00.
❑ Trust account "deposit" receipt in the amount of $
Notes: Refund overpayment of plan review fees $750.00, less additional SDC fees due for
Parks $403.00, TIF- Resident $160.00 and TIF -Mass Transit $20.00 = total refund $167.00.
If you have any questions please contact me at 503.718.2430.
Sincerely,
1 s try
Dianna Howse
Building Division Services Coordinator
Enc.
I: \Building\ Refunds\ Administration \LtrRefund- Overpay.doc 01/16/07
Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772
City of Tigard
TIGARD Tidemark Refund Request
This form is used for refund requests of land use, engineering and building application fees.
Receipts, documentation and the Request for Permit Action orRefund form (if applicable) must be
attached to this form. Refund requests are due to Tidemark System Administrator by Friday
at 5:00 PM for processing each Monday. Accounts Payable will route refund checks to Tidemark
System Administrator for distribution. Please allow 1 -2 weeks for processing.
PAYABLE TO: Roundstone Construction Co. DATE: 6/13/08
9550 SW Beaverton - Hillsdale Hwy
Beaverton, OR 97005 REQUESTED BY: Dianna Howse
Attn: John M. Gerritz
TRANSACTION INFORMATION:
Receipt #: 2008 -642 Case #: MST2008 -00012
Date: 2/27/08 Address /Parcel: 14730 SW 103rd Ave.
Pay Method: CreditCard Project Name: Mitchell -Galich Partition, Lot 2
EXPLANATION: Refund overpayment of plan review deposit, less additional SDC fees due.
::�REFiJND�IIVFOtVIATIOIV: _ �� : r � °,., x.,�,w,,. :��� �_�, ::�:,. s,��`;;w!�z.: , „�:,, :�.:.�•.��� '�`�,.,.„
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Fee; Desert tion`�Eroiri Recei� " "t` �� ':a� �> r : Revenue Account . 'k'`- _; = ��Re`'fund ; .
,,.;.>�� _n ' = - .J* r ' aS � A,p` - ';r�' <m�� r -� - ` c: • ` s. •a..�'n� =k - .., ., @ 4.6 th �=, "'� ,._ ' " C- ,. ra
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e �` 45.000.0 432000. -x . "°
3 ,�Ex le LJ'IID `�Am ount`�
[BUPPLN] Pln Rv Deposit 245 -0000- 433000 $167.00
TOTAL REFUND: $167.00
APPROVALS:
If under $500 Professional Staff u ,!
If under $7,500 Division Manager I . p;, f` rte._ :•�� ;;
If under $22,500 Department Manager
If under $50,000 City Manager
If over $50,000 Local Contract Review Board
%8�=`' -:. '.:$�.,:..: :+ y ;�:r'. • _.��. Y ;'��" ��:'� t'�' �: s�= e�i��'y"}},',acwi�;i7k
}�-�::"; <�•' ..� ... N,ISTRATION�USE�'ONLY..': „hM, _ � �xn`
Case Refund Processed: Date: 61/".:3 ,6 a,_, By: C -
l:A Building \ Refunds \RcfundRequest.doc 05/23/07
� o. ' CITY OF TIGARD 6/13/200
i _ .17 13125 SW Hall Blvd. 4:39:26PNi1
y' 't Tioard, OR 97223 503.639.4171
MGARD
iltAIMILV
Refund Receipt #: 27200800000000002062 ' (%' %r= -`;. •7 ._.
Date: 06/13/2008
Line Items:
Case No Tran Code Description Revenue Account No Amount Paid
MST2008 -00012 Reversal - [BUPPLN] Pln Rv Dep 245-0000-433000 (167.00)
Line Item Total: ($167.00)
Refund:
Method Payer User ID Acct. /Check No. Approval No. Flow Received Amount Paid
Credit Reversal JOHN M GERRITZ 05507D In Person • (167 00)
Refund Total: ($167.00)
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F P. CITY OF TIGARD
6/5/2008
13125 SW Hall HMI. 8:05:09AM
7," •
Tigard. OR 97223 503.639.4171
..40.51Upt— ,
Receipt #: 27200800000000000642
Date: 02/27/2008
Line Items:
Case No Tran Code Description Revenue Account No Amount Paid
MST2008-000 12 [BUPPLNIPIn Rv Deposit 245-0000-433000 750.00
Line Item Total: S750.00
Payments:
Method Payer User ID Acct./Check No. Approval No. How Received Amount Paid
CreditCard JOHN M. GERRITZ BTT 05507D in Person 750.00
Payment Total: S750.00
ekc,:cipuvi l'aLle I or I
M ill CITY OF TIGARD 6/5/2008 t.
13125 SW Hall Blvd. 8:05:26AM ,
Tigard. OR 97223 5113.639.4171
TIGARD
Receipt #: 27200800000000000938
Date: 03/21/2008
Line Items:
Case No "Iran Code Description Revenue Account No Amount Paid
MST2008 -00012 [CDCPLN] CDC Pln Rev 100- 0000 - 433060 46.00
MST2008 -00012 [LRPF] LR Planning Surcharge 100- 0000 - 438050 6.00
MST2008 -00012 [BUPPLN] Pln Rv Balance 245- 0000 - 433000 957.79
MST2008 -00012 [BUILD] Bldg Permit 245- 0000 - 432000 1,473.53
MST2008 -00012 [TAX] Build 12% State Surchrge 100- 0000 - 207020 176.82
MST2008 -00012 [METCET] Metro Const Excise Tx 245- 0000 - 229202 307.78
MST2008 -00012 [MECI -I] MEC Permit 245- 0000 - 431010 114.40
MST2008 -00012 [TAX] MEC 12% State Surcharge 100- 0000 - 207020 1 3.72
MST2008 -00012 [PLUMB] PLM Prmt 3 B 245- 0000 - 431000 399.00
MST2008 -00012 [TAX] PLIvl 12% State Surcharge 100- 0000 - 207020 47.88
MST2008 -00012 [ELPRMT] ELC Permit 220- 0000 - 431510 245.35
MST2008 -00012 [TAX] ELC 12% State Surcharge 100- 0000 - 207020 29.44
MST2008 -00012 [ELPRMT] ELR Permit 220- 0000 - 431510 75.00
MST2008 -00012 [TAX] ELR 12% State Surchrge 100- 0000 - 207020 9.00
MST2008 -00012 [PKSDC] SF Park SDC 270- 0000 - 450000 4,812.00
MST2008 -00012 [TIF -R] TI F Resident 210- 0000 - 448001 2,800.00
MST2008 -00012 [TIF -MT] TIE Mass Tr 210- 0000 - 448005 220.00
MST2008 -00012 [ERPRMT] Erosion Control 100 - 0000 - 207307 88.00
MST2008 -00012 [ERPLN] Erosn Pln Rv CWS 100- 0000 - 207308 28.60
MST2008 -00012 [EROSN] Erosn Pln Rv COT 245- 0000 - 433010 28.60
Line Item Total: SI 1,878.9I
Payments:
Method Payer User ID Acct. /Check No. Approval No. How Received Amount Paid
CreditCard .101 -IN M GERRITZ DEB 01593D hi Person 11,878.91
Payment "Total: $11,878.91
cRecci u.rp t I'age I of I
::.. CITY OF T'IGARD 6/13/2008 -
13125 SW Hall Blvd. 4.40:20PM
.. Tigard. OR 97223 X03.639.4 71
�T ���G�A�R +D
;? tom`.
. _
Receipt #: 27200800000000002064 4/4 " - "7:1.,
Date: 06/13/2008
Line Items:
Case No Trau Code Description Revenue Account No Amount Paid
MST2008 -00012 [PKSDC] SF Park SDC 270- 0000 - 450000 403.00
MST2008 -00012 [TIF -R] TIF Resident 210- 0000 - 448001 160.00
MST2008 -00012 [TIF -MT] TIF Mass Tr 210- 0000 - 448005 20.00
Line Item Total: $583.00
Payments:
Method Payer User ID Acct. /Check No. Approval No. How Received Amount Paid
CreditCard JOHN M GERRITZ DLH 05507D In Person 583.00
Payment Total: 5583.00
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1 CIT OF TIGARD 6/i3/2008
i -" q 1312 S hail Blvd. 4.39:59PM E o 4 Tigard, OR 97223 303.639.4171
T titi
iarlan
Refund Receipt #: 27200800000000002063 t= e v L. i "- 5,1e:--
Date: 06/13/2008
Line Items:
Case No Tran Code Description Revenue Account No Amount Paid
MST2008 -00012 Reversal - [13UPPLN] Pln Rv Dep 245- 0000 - 433000 (583.00)
Line Item Total: ($583.00)
Refund:
Method Payer User ID Acct./Check No. Approval No. I -low Received Amount Paid
Credit Reversal JOHN M GERRITZ 05507D In Person (583.00)
Refund Total: ($583.00)
•
ckrrri�ii.r I'il (1I I
CITY OF T1GARD '
��i 5/_Ons
13125 SW Hall Blvd :(b:09AIM
Tigard. OR 97223 5113.639. -1171
Receipt #: 27200800000000000642 ✓ " V 4 "
Date: 02/27/2008
Line Items:
Case No Tran Code Description Revenue Account No Amount Paid
MST2008 -0001 [BUPPLN] Pln Rv Deposit 245 -0000- 433000 750.00
Line Item Total: $750.00
Payments:
iNlethod Paler User II) .Acct. /Check No. Approval No. 1 -low Received Amount Paid
CreditCard JOHN M. GERRITZ BTT 05507D In Person 750.00
Payment Total: $750.00
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