HomeMy WebLinkAboutPermit D15-0117 - AMICARELLA RESIDENCE - PATIO COVERAMICARF.I jl A RESIDENCE
5617 S 147 ST
D15-0117
City of Tukwila
Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.eov
DEVELOPMENT PERMIT
Parcel No: 1157200176
Address: 5617 S 147TH ST
Project Name: AMICARELLA RESIDENCE
Owner:
Name: AMICARELLA JOHN A
Address: 5617 SO 147TH ST , TUKWILA, WA,
98168
Contact Person:
Name:
JULIE BERGMAN
Address:
PO BOX 732091, PUYALLUP, WA,
98373
Contractor:
Name:
J&C BERGMAN CONTRACTING LLC
Address:
10309 22ND AVE E , TACOMA, WA,
98445-5444
License No:
JCBERBC91267
Lender:
Name:
Address:
,
DESCRIPTION OF WORK:
Permit Number: D15-0117
Issue Date: 7/16/2015
Permit Expires On: 1/12/2016
Phone: (253) 961-0602
Phone: (253) 961-0602
Expiration Date:
BUILD 12 X 17 COVER OVER CONCRETE PATIO
Project Valuation: $2,943.38 Fees Collected: $257.98
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: Occupancy per IBC:
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
2012
National Electrical Code:
2014
International Residential Code Edition:
2012
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2012
WAC 296-46B:
2014
Uniform Plumbing Code Edition:
2012
WA State Energy Code:
2012
International Fuel Gas Code:
2012
Public Works Activities:
Chan nelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Volumes: Cut: 0 Fill: 0
Number: 0
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
Permit Center Authorized Signature: C�/���.tl \ Date: (`
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the co ',ions attached to this permit.
Signature: Date: --)Jf6 —6
Print Name: V C4
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: 'BUILDING PERMIT CONDITIONS'
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop
drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings
shall be maintained on the site and available to the building inspector for inspection purposes.
5: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
7: All wood to remain in placed concrete shall be treated wood.
8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
9: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy
can be obtained at City Hall in the office of the City Clerk.
10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
12: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
PERMIT INSPECTIONS REQUIRED <.
Permit Inspection Line: (206) 438-9350
1700
BUILDING FINAL"
0201
FOOTING
0409
FRAMING
0401
ROOF SHEATHING
1
-.a
CITY OF TUK41LA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
bft://www.TukwilaWA.gov
SITE LOCATION
Building Permit No.
Project No.
Date Application Accepted:
Date Application Expires: S1 Is
(For office u e only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
"Please Print*
King Co Assessor's Tax No.:
Site Address: ;-61
% Lf
Tenant Name:
PROPERTY OWNER
Name: U�
Cor.ei(
Address: j57-(.1 —7 l i L_{ 1 fyt�
City:Tvl t t/-( State: ' � Zip: 00 �$
CONTACT PERSON — person receiving all project
communication
Name:
Address: (��
r5ux `73�;0
City: V q �[V
State: Zip%r
Phone: a53
/L ff; ax: gb7a-7
Email:
GENERAL CONTRACTOR INFORMATION
Company Name: P
"VI �►� 11
�1
Address: P %3
0`u
City: n . lv
State: kV Zip:69P
UU��
Phone: ` � p
Fax: a ? l _II
/
Contr Reg No. ,7 G�f� D'aatteV
i
Tukwila Business License No.:
( c— o 3 ?
53001 `7
Suite Number: Floor:
New Tenant: ❑ ..... Yes ❑ .. No
ARCHITECT OF RECORD
Company Name:
Architect Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address -
City: State: Zip:
Phone: Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
H:Wpplications\Forms-Applications On Line12012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: February 2012 Page 1 of 4
BUILDING PERMIT INFORMATIC . 206-431-3670-,
Valuation of Project (contractor's bid price): $ _I 100 D Existing Building Valuation:
Describe the scope of work (please provide detailed information):
3vod t2A1 y w-tr o vG- c un c ,ifi o
Will there be new rack storage? ❑ .... Yes Y-No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
V Floor
,
2"d Floor
P Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered
COV'4' Deck
OJIW'o► of
V-A
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ ....... Yes ❑ .......No If "yes", explain:
FIRE PROTECTIONIHAZARDOUS MATERIALS:
❑ ....... Sprinklers ❑ .......Automatic Fire Alarm El ....... None El ....... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes ❑ ...... No
If "yes, attach list of materials and storage locations on a separate 8-112" x II " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: February 2012 Page 2 of 4
PUBLIC WORKS PERMIT INF(.__✓IATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ .. Tukwila ❑ ... Water District # 125 El ... Highline ❑. Renton
❑ .. Water Availability Provided
Sewer District
El.. Tukwila ❑ ...Valley View ❑... Renton ❑... Seattle
❑ .. Sewer Use Certificate ❑ ...Sewer Availability Provided
Septic System:
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which ap
❑ .. Civil Plans (Maximum Paper Size — 22" x 34"
❑ .. Technical Information Report (Storm Drainage) El ... Geotechnical Report El.. Traffic Impact Analysis
❑ .. Bond El ... Insurance ❑... Easement(s) El ... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO)
❑ .. Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑... Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use - No Disturbance El ... Right-of-way Use — Potential Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ .. Total Cut cubic yards
❑ .. Total Fill cubic yards
❑ .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
❑ .. Frontage Improvements
❑ .. Traffic Control
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑... Work in Flood Zone
❑ ... Storm Drainage
El ... Abandon Septic Tank
❑... Curb Cut
El ... Pavement Cut
❑... Looped Fire Line
❑ .. Permanent Water Meter Size (1) "
❑ .. Temporary Water Meter Size (1) "
❑ .. Water Only Meter Size........... "
❑ .. Sewer Main Extension............ Public ❑
❑ .. Water Main Extension............ Public ❑
FINANCE INFORMATION
Fire Line Size at Property Line
❑ .. Water ❑ .. Sewer
Monthly Service Billing to:
Mailing
Water Meter Refund/Billine:
Name:
Mailing
❑... Grease Interceptor
El ... Channelization
❑... Trench Excavation
El ... Utility Undergrounding
WO # (2) " WO # (3) WO #
WO # (2) " WO # (3) WO #
WO # ❑ .. Deduct Water Meter Size "
Private ❑
Private ❑
Number of Public Fire Hydrant(s)
❑ .. Sewage Treatment
Day Telephone:
City
Day Telephone:
State Zip
City
State Zip
H:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: February 2012 Page 3 of 4
APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING
Signature: —
Print Name
Mailing Ad
ao
Date:��,�
Day Telephone: 3` 70 06rlR
ei11 W L-/+ �8
City I State
H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: February 2012 Page 4 Of 4
Date Paid: Tuesday, October 27, 2015
Paid By: BERGMAN CONTRACTING
Pay Method: CREDIT CARD 00946G
Printed: Tuesday, October 27, 2015 2:22 PM 1 of 1 .j!'
�J' ISYS7EM5
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITYPAID
$257.98
D15-0117 Address: 5617 S 147TH ST
Apn: 1157200176
$257.98
DEVELOPMENT
$250.52
PERMIT FEE
R000.322.100.00.00
0.00
$149.10
PLAN CHECK FEE
R000.345.830.00.00
0.00
$96.92
WASHINGTON STATE SURCHARGE
13640.237.114
0.00
$4.50
TECHNOLOGY FEE
$7.46
TECHNOLOGY FEE
TOTAL PAIDBY RECEIPT: R5385
R000.322.900.04.00
0.00
$7.46
$257.98
Date Paid: Friday, May 29, 2015
Paid By: JACOB BERGMAN
Pay Method: CREDIT CARD 05664G
Printed: Friday, May 29, 2015 10:39 AM 1 of 1
SYSTEMS
�C
INSPECTION RECORD
Retain a copy with permit P[S" t) f (
IN E ON No. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
tt
-
Type of I specti nj
A��ss:�
l "-
5
Date Call
1j-
C
Special Instructions:
D f e0 - `—(J— 14 dQ a.m.
Re ue ter:
Phone No:
"' Q'
Iinspector: II/ /- Iuat��
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORDjI>(.5-' C) f�
Retain a copy with permi11
INW,t5,TION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Projectss '(C(
Type of Iis(ect' t�
�� J
Address:
7 Sa . 6
Date Called:
Special Instructions:
Date Wanted:
itf—1 Q f
a.m.
�J p.m.
Requester:
Phone No:
Approved per applicable codes. LJ Corrections required prior to approval.
❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
ra
INSPECTION RECORD
Retain a copy with permit D�s-6 f i 7
IMMECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
LJC.J
Type of Inspection:,
Z C v
Address:
Sb, q Z fV-5-
Date Called:
Special Instructions:
Date Waantedi a.m.
II p.m.
Requester:
Phone No:
Approved per applicable codes. LJ Corrections required prior to approval.
COMMENTS:
No AV�
6
(Inspector: Date: to
_ r
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit IP[5-0/(7
IN CTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Pr 'ect:
�6cc
4ate
ype f In pecti : e
Add � •
7,� P 5� ,
j�
Call'
Special Instructions:
Date anted: Y. a.m.
_� _ 6 p.m.
Requester:
Phone No:
11 Approved per applicable codes. pCorrections required prior to approval.
Inspector: ,r/c Dater , �"3 —
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
/�
INSPECTION RECORD
�t Retain a copy with permit
IN TION N0, PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
,4W 04&e-1la �� W01 �
Typ of Inspection: -
(ZW1:: S
Address: _
Date Called:
Special Instructions: N
1-I,1
Date Wanted: a.m.
—7-)15 p.m.
Requester:
Phone No: /
Inspector: �j IuatW- 77 — j5 I
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection.
Rb
INSPECTION RECORD
C 0 Retain a copy with permit JZ),,__
0 �77
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
IV
Type of Inspection -
✓ two
Address:
-6-617 S JV A sr
Date Called:
Special Instructions: n ,,
/
Date Wanted: a.m.
- CO p.m.
Requester:
Phone No:
livi
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector: Date,
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit (1 i 7
.IN CTION N0, PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Pr ect. _
,91111eA(e/l Je5o"e-C
Type Sf Inspection:
1-60rj ti✓
Address: `` e'
017 K Zt14
Date Called:
Special Instructions:
i
Date Wanted: / a.m.
7 p.m.
Requester:
Phone No:
Approved per applicable codes. LJ Corrections required prior to approval.
'Inspector: c Date:
VA
EJ
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
JiK
Rai . - .. _ _•
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I I CONC. PIER
V iONWR PLAN
No changes a to the scope
of work prior ^r provaj of
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Plan review amoval is subject to errors and a fissions.
MATCH It R ING
�pprovaF, %onstruction documents does not a iihorize
CONT. W%096W any adopted coda or ordinance. Receipt
TYTY P. o of 8 aPPro �As Ye j'�wId andcondWons i5 acknoi viedgad:
By:-.
Date: 5
Cibi of Tukwila
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Page 3 of 4
WWI
R[VISION ��e!
CITY OF TU WILA
OCT 0 6 2015
PERMIT CENTER
10/6/2015
Page 1 of 4
JAKE BERGMAN
From: "Jake Bergman" <Jake@bergmancontracting.com>
Date: Tuesday, October 6, 2015 6:29 AM
To: "Jake Bergman" <jake(abergmancontracting.com>
Subject: John site photos
10/6/2015
Page 2 of 4
i
A�
1
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•
4
1
4
10/6/2015
Page 4 of 4
BEST REGARDS,
JAKE BERGMAN
BERGMAN CONTRACTING
PO BOX 732091
Puyallup, WA 98373
PH:253-961-0602
FAX:253-267-5453
E: JakeaaberamancontractinQxom
www.berp,mancontractinp-.com
10/6/2015
Page 2 of 2
BEST REGARDS,
JAKE BERGMAN
BERGMAN CONTRACTING
PO BOX 732091
Puyallup, WA 98373
PH:253-961-0602
FAX:253-267-5453
E: Jakegbergmancontracting com
www.bergmancontracting_com
10/6/2015
Page 1 of 2
JAKE BERGMAN
From: "Jake Bergman" <Jake@bergmancontracting.com>
Date: Tuesday, October 6, 2015 6:28 AM
To: "Jake Bergman" <jakepbergmancontracting.com>
Subject: John site photos
10/6/2015
Page 1 of 2
0
JAKE BERGMAN
From: "Jake Bergman" <Jake@bergmancontracting.com>
Date: Tuesday, October 6, 2015 6:26 AM
To: "Jake Bergman" <jakenabergmancontracting.com>
Subject: John site photos
Q Tukwila Edit
u
rv�
v
10/6/2015
Page 1 of 1
JAKE BERGMAN
From: "Jake Bergman" <JakenaberQmancontractine.com>
Date: Tuesday, October 6, 2015 6:27 AM r
To: "Jake Bergman" <jake(abergmancontracting.com>
Subject: John site photo
BEST REGARDS,
JAKE BERGMAN
BERGMAN CONTRACTING
PO BOX 732091
Puyallup, WA 98373
PH:253-961-0602
FAX:253-267-5453
E: JakeAbergmancontracting com
www.berp-mancontractiniz.com
10/6/2015
r-�-e Pico
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REVISIONS
Igo changes shall be made to the scope j
of X"ork tvithout prior approvai'of
ul0prila Building Division.
NOTE: i'Misions will require a new plan submittal
and may include additional plan review fees. I
�k ��-10 FOR:
Q�iF`e�.
lliPi'vzeehanical
(� t_ ectrical
LPOF'lumbing
/Gas Piping
Ci>y of Tukwila
�..1_..1_oRO DIVISIO
Y-700017b
aPvv(ice PWa twey—< 1�97 57,-N,
7�
FXLE COPY
t 7f �I $ o. - D l7
Plaig review approval is subject to errors and omissions.
�i�ovai of construction documents does not authorize
D ► i` violation of any adopted code or ordinance. Receipt
of cpprovod Field Copy and condition
�6 � ac�snowledged:
By:
Date: --16 J S
of City Of Tukmla
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
fi
MAY 292015
REViEWED FOR
CODECOMPUANCE
APPROVED
JUN 2 4 2015
City of Tukwila
BUILDING DIVISION
'ERMIT CENTER
D19 10111'
FILE
PROJECT NAME: AMICARELLA DECK COVER
PROJECT No.: 15035
ENGINEER:
STRUCTURAL CALCULATIONS
KVAMME CONSULTING, INO
4625 72ND AVENUE W.
UNIVERSITY PLACE, WA 96
DESIGNER: DECKMAN & ASSOCIATES
207-4TH AVE. SE
PUYALLUP, WA 98372
JURISDICTION: CITY OF TUKWILA
SITE ADDRESS: 5617 S. 147TH ST., TUKWILA, WA 98168
CODE: 2012 I.B.0
LOADS:
LATERAL
REV+EWED FOIE
)DE COMPLIANCE WIND:
APPROVED
PAGE 1
DATE: 06/11 /15
EXPIRES: 10/23/16
85 MPH WIND SPEED (3 Second Gust)
EXPOSURE C
JUN 2 4 2015 SEISMIC: SITE CLASS D
USE GROUP I
Of TUkW4-RTIjAL
VG DIVISION ROOF
FLOOR
EXITS
DECKS
SOILS
25
PSF (SNOW)
40
PSF
100
PSF
60
PSF
CORRECTION
LTR#I_
These calculations are stamped with an original
wet stamp and are signed in blue ink. Any
alteration to this page or attempt to reproduce
these calculations is unauthorized and voids the
validity and usefulness of the attached
calculations in their entirety as well as
engineering references in any attached plans.
This office accepts no liability for any
unauthorized use of these calculations.
ASSUME 1500 PSF ALLOWABLE SOIL BEARING PRESSURE
VERIFY WITH ON SITE SOILS CONDITIONS
Foundations to meet minimum perscriptive requirements
Des-vt17
RECEIVED
CITY OF TUKWILA
JUN 212015
PERMIT CENTER
4/1&M15
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OSED ROOF FRAMING PLAN
.HADED AREWD .INDICATE OVERFRAMING, 2X6 @ 24" O.C., U.N.O.
ROVIDE VEKOD BLOCKING AT REQUIRED TRUSS/RAFTER BAYS
SCALE: 1 /4"= V4
MATCH EXIST. ROOFING
12 13
PLA
CONT. METAL GUTTER
ON 5/4 X 8 FASCIA BD.
TYP.
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_ PLAN PORCH CEILING
PER SPEC.
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P.T. POST EXISTING
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00
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PROPOSED REAR ELEVATION.
- FASTENERS TO BE HOT -DIPPED GALV. STEEL, STAINLESS OR ALUM. (CORROSION RESISTANT) SCALE: 1 /4"= V-0"
- NET OPENING AREA MINIMUM 11150 OF VENTED AREA
OR 1/300 IF 40%-50% OF VENTING IS WITHIN 3' OF RIDGE
OR HIGHEST POINT OF SPACE WHERE ALLOWED
PER IRC SECTION R806.2
EXIST. ROOFING
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'ROPOSED ROOF FRAMING PLAN
,HADED AREAS INDICATE OVERFRAMING, 2X6 @ 24" O.C., U.N.O.
ROVIDE VENTED BLOCKING AT REQUIRED TRUSS/RAFTER BAYS
SCALE: 1 /4"= 1'
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LL FOOTINGS TO REST ON UNDISTURBED SOIL
PAGE 7
PAGE 8
1. 8d NAILING @ 6" O.C.
2. 2x BLOCKING
3. 6x6 POST AT EA. END
4. RIM JOIST PER PLAN
5. SIMPSON A35 PER
SHEARWALL TABLE
6. SIMPSON H2.5 (4
CONNECTORS AT EA.
RAFTER TO BEAM
7. BEAM PER PLAN
8. POST CAP PER PLAN
9. RAFTER PER PLAN
DECK AT BEAM
SCALE: j "=1'
Kvamme Consulting, Inc. Project Title: Amicarella Deck Cover
4625 72nd Ave. W. Engineer. Dale Kvamme Project ID: 15035
University Place, WA 98466 Project Descr: Residential Design
(253) 566-4936
dkvamme@kvammeconsulting.00m PAGE 9
Printed: II JUN 2015. 6A2AM
Wood Beam FlIe=C:lUserslDalelOneDriveICURREN-1115035A-11CALCUL-1115035A-1.EC6
ENERCALC, INC.1983-2015, Budd:6.15.1.19, Ver.6.15.1.19
KW-06003171 Licensee: KVAMME CONSULTANTS
Description: Roof Joists
CODE REFERENCES
Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10
Load Combination Set: IBC 2012
Material Properties
Analysis Method: Allowable Stress Design
Fb - Tension
875 psi
E: Modulus of Elasticity
Load Combination IBC 2012
Fb - Compr
875 psi
Ebend- xx 1400 ksi
Fc - Prll
1050 psi
Eminbend - xx 510 ksi
Wood Species : Alaska Spruce
Fc - Perp
330 psi
Wood Grade : No.2
Fv
160 psi
Ft
Beam Bracing : Beam is Fully Braced against lateral -torsion buckling
500 psi
Density 26.42pcf
Repetitive Member Stress Increase
D 0.03 S 0.05
2x12
Span =16.0 ft
Applied Loads
Uniform Load : D = 0.0150, S = 0.0250 ksf, Tributary Width = 2.0 ft, (Roof)
DESIGN SUMMARY
Service loads entered. Load Factors will be applied for calculations.
Maximum Bending Stress Ratio =
0.8391 1 Maximum Shear Stress Ratio
Section used for this span
2x12'
Section used for this span
fb : Actual =
970.90psi
fv : Actual
FB : Allowable =
1,157.19psi
Fv : Allowable
Load Combination
+D+S+H
Load Combination
Location of maximum on span =
8.000ft
Location of maximum on span
Span # where maximum occurs =
Span # 1
Span # where maximum occurs
Maximum Deflection
Max Downward Transient Deflection
0.298 in Ratio =
645
Max Upward Transient Deflection
0.000 in Ratio =
0 <360
Max Downward Total Deflection
0.476 in Ratio =
403
Max Upward Total Deflection
0.000 in Ratio =
0 <180
0.273 : 1
2x12
50.24 psi
= 184.00 psi
+D+S+H
15.066 ft
Span # 1
Kvamme Consulting, Inc. Project Title: Amicarella Deck Cover
4625 72nd Ave. W. Engineer. Dale Kvamme Project ID: 15035
University Place, WA 98466 Project Descr. Residential Design
(253) 5664936
dkvamme@kvammeconsulting.com PAGE 10
Printed: I I JUN 2015, 6:42AM
Wood Beam File=C:\Users\Dale\oneDrive\CURREN-1115035A-11CALCUL-1115035A-1.EC6
ENERCALC, INC.1983-2015, Build:6.15.1.19, Ver.6.15.1.19
i.0i
Description: Roof Beam
CODE REFERENCES
Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10
Load Combination Set: IBC 2012
Material Properties
Analysis Method: Allowable Stress Design
Fb - Tension
875.0 psi
E: Modulus of Elasticity
Load Combination IBC 2012
Fb - Compr
875.0 psi
Ebend- xx 1,300.0 ksi
Fc - PHI
600.0 psi
Eminbend - xx 470.0 ksi
Wood Species : Douglas Fir - Larch
Fc - Perp
625.0 psi
Wood Grade : No.2
Fv
170.0 psi
Ft
425.0 psi
Density 32.210 pcf
Beam Bracing : Beam is Fully Braced against lateral -torsion buckling
D 0.135 S 0.225
Applied Loads
Uniform Load : D = 0.0150, S = 0.0250 ksf, Tributary Width = 9.0 ft
DESIGN SUMMARY
Maximum Bending Stress Ratio =
0.7851 1
Section used for this span
6x10
fb : Actual =
789.81 psi
FB : Allowable =
1,006.25psi
Load Combination
+D+S+H
Location of maximum on span =
5.500ft
Span # where maximum occurs =
Span # 1
Maximum Deflection
6x10
Span = 11.0 It
Service loads entered. Load Factors will be applied for calculations.
Maximum Shear Stress Ratio =
0.250 : 1
Section used for this span
6x10
fv : Actual =
48.96 psi
Fv : Allowable =
195.50 psi
Load Combination
+D+S+H
Location of maximum on span =
10.237 ft
Span # where maximum occurs =
Span # 1
Max Downward Transient Deflection 0.146 in Ratio = 904
Max Upward Transient Deflection 0.000 in Ratio = 0 <240
Max Downward Total Deflection 0.234 in Ratio = 565
Max Upward Total Deflection 0.000 in Ratio = 0 <180
Kvamme Consulting, Inc. Project Title: Amicarella Deck Cover
4625 72nd Ave. W. Engineer. Dale Kvamme Project ID: 15035
University Place, WA 98466 Project Desa: Residential Design
(253) %& 4936
dkvamme@kvammeconsulting.com PAGE 11
Pdnted: 11 JUN 2015, 6:42AM
Wood Column File =C:WsersOalelooeDrivelCURREN-1115035A-11CALCUL-1115035A-1.EC6
ENERCALC, INC.1983-2015. Buld:6.15.1.19. Ver.6.15.1.19
Description : 6x6 Pole
Code References
Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10
Load Combinations Used: 2006 IBC & ASCE 7-05
General Information
Analysis Method: Allowable Stress Design
Wood Section Name
6x6
End Fixities Top & Bottom Pinned
Wood Grading/Manuf.
Graded Lumber
Overall'Column Height
8.0 ft
Wood Member Type
Sawn
( Used for non -slender calculations )
Wood Species Douglas Fir - Larch
Exact Width
5.50 in Allow Stress Modification Factors
Wood Grade No.2
Exact Depth
5.50 in Cf or Cv for Bending
•0.0
Fb -Tension 750.0 psi Fv
170.0 psi
Area
30.250 in^2 Cf or Cv for Compression
0.0
Flo - Compr 750.0 psi Ft
475.0 psi
Ix
76.255 in^4 Cf or Cv for Tension
0.0
Fc - PHI 700.0 psi Density
32.210 pcf
ly
76.255 1n14 Cm :Wet Use Factor
1.0
Fc - Perp 625.0 psi
Ct : Temperature Factor
1.0
E : Modulus of Elasticity ... x-x Bending
y-y Bending
Axial
Ctu : Flat Use Factor
1.0Kf
Basic 1,300.0
1,300.0
1, 300.0 ksi
: Built-up columns
Use Cr: Repetitive ?
1.0 NOS 15.3.2
No (non -gib only)
Minimum 470.0
470.0
Brace condition for deflection (budding) along columns:
X-X (width) axis:
Unbraced Length for X-X Axis budding = 8 It, K =
2.1
Y-Y (depth) axis:
Unbraced Length for X-X Axis budding = 8 ft, K =
2.1
Applied Loads
Service loads entered. Load Factors will be applied for calculations.
Column self weiqht included: 54.131 Ibs " Dead Load Factor
AXIAL LOADS.*.
Axial Load at 8.0 ft, D =1.0, S =1.50 k
DESIGN SUMMARY
Bending & Shear Check Results
PS
A S Max. Axial+Bending Stress Ratio =
0.0 :1
Maximum SERVICE Lateral Load Reactions
Load Combination
0.0
. .
Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k
Governing NDS Forumla
0.0
Top along X-X 0.0 k Bottom along X-X 0.0 k
Location of max.above base
0.0 ft
Maximum SERVICE Load Lateral Deflections
At maximum location values are..
...
.
Applied Axial
0.0 k
Along Y-Y 0.0 in at It above base
Applied Mx
0.0 k-ft
for load combination :
Applied My
0.0 k-ft
Along X-X in at ft above base
Fc: Allowable
0.0 psi
for load combination :
Other Factors used to calculate allowable stresses
PASS Maximum Shear Stress Ratio =
0.0 : 1
...
Bendin-q Compression Tension
Load Combination
0.0
Cf or Cv : Size based factors 0.000 0.000
Location of max.above base
0.0 it
Applied Design Shear
0.0 psi
Allowable Shear
0.0 psi
Load Combination Results
Load Combination C D C P•
Maximum Axial + Bending Stress Ratios Maximum Shear Ratios
Stress Ratio Status Location Stress Ratio Status Location
Maximum Reactions
Note: Only non -zero reactions are listed.
X-X Axis Reaction
Y-Y Axis Reaction Axial Reaction
Load Combination @ Base
@ Top
@ Base @ Top @ Base
Maximum Deflections for Load Combinations
Load Combination Max. X-X Deflection
Distance
Max. Y-Y Deflection Distance
Kvamme Consulting, Inc. Project Title: Amicarella Deck Cover
4625 72nd Ave. W. Engineer: Dale Kvamme Project ID: 15035
University Place, WA 96466 Project Descr: Residential Design
(253) 5664936 dkvamme@Wammeconsulting.com PAGE 12
ftted:11 JUN 2015, 6A2AM
Wood Column He=C:lUserslDalelOneDriveICURREN-1115035A-11CALCUL-1115035A-1.EC6
ENERCALC, INC.1983.2015, Build 6.15.1.19, Ver.6.15.1.19
KW-06063171 Licensee: KVAMME CONSULTANTS
Description: 6x6 Pole
Sketches
6x6
L
5.50 in
z.6ft
Loads are total entered value. Arrows do not reflect absolute direction.
Kvamme Consulting, Inc. Project Title: Amicarella Deck Cover
4625 72nd Ave. W. Engineer. Dale Kvamme Project ID: 15035
University Place, WA 98466 Project Descr. Residential Design
(253) 5664936
dkvamme@kvammeconsulting.com PAGE 13
POnted:11 JUN 2015, 6:42AM
Wood Beam FIe=C:lUserslDalelOneDrive\CURREN-1115035A-11CALCUL-1115035A-1.EC6
ENERCALC, INC.1983.2015, Bu0d:6.15.1.19. Ver.6.15.1.19
Description : Wind @ Top of 6x6 Pole
CODE REFERENCES
Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10
Load Combination Set: IBC 2012
Material Properties
Analysis Method: Allowable Stress Design
Fb - Tension
750 psi
E: Modulus of Elasticity
Load Combination f BC 2012
Fb - Compr
750 psi
Ebend- xx 1300 ksi
Fc - Prll
700 psi
Eminbend - xx 470 ksi
Wood Species : Douglas Fir - Larch
Fc - Perp
625 psi
Wood Grade : No.2
Fv
170 psi
Ft
475 psi
Density 32.21 pcf
Beam Bracing : Beam is Fully Braced against lateral -torsion buckling
Applied Loads
Point Load: W = 0.50 k @ 8.0 ft
DESIGN SUMMARY
Maximum Bending Stress Ratio =
Section used for this span
fb : Actual
FB : Allowable =
Load Combination
Location of maximum on span =
Span # where maximum occurs =
Maximum Deflection
Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
6x6
Span =8.0ft
Service loads entered. Load Factors will be applied for calculations.
0.86@ 1 Maximum Shear Stress Ratio
6x6
Section used for this span
1,038.62psi
fv : Actual
1,200.00psi
Fv : Allowable
+D+0.60W+H
Load Combination
0.000ft
Location of maximum on span
Span # 1
Span # where maximum occurs
1.483 in Ratio =
128
0.000 in Ratio =
0 <120
0.890 in Ratio =
214
0.000 in Ratio =
0 <120
- •- •
0.055 : 1
6x6
14.88 psi
272.00 psi
+D+0.60W+H
0.000 ft
Span # 1
Kvamme Consulting, Inc. Project Title: Amicarella Deck Cover
4625 72nd Ave. W. Engineer. Dale Kvamme Project ID: 15035
University Place, WA 98466 Project Descr: Residential Design
(253) %& 4936
dkvamme@kvammeconsulting.00m PAGE 14
PAW: I I JUN 2015, 6:42AM
Pole Footin Embedded in Soil FIIe=C:wsers\Dale\oneDme\cuRREN-1u5035A-1ICALcuL-1\15oa5A-1.EC6
g ENERCALC, INC.1983.2015. Build:6.15.1.19, Ver:6.15.1.19
0.0000NSULTANTS
Description : Embedded Pole
Code References
Calculations per IBC 2012 1807.3, CBC 2013, ASCE 7-10
Load Combinations Used: IBC 2012
General Information
Pole Footing Shape
Circular
24.0 in
Calculate Min. Depth for Allowable Pressures
No Lateral Restraint at Ground Surface
Allow Passive ..................
250.0 pcf
Max Passive ...................
1,500.0 psf
Controlling Values
Governing Load Combination : 0.0
Lateral Load 0.0 k
Moment 0.0 k-ft
NO Ground Surface Restraint
Pressures at 1/3 Depth
Actual 0.0 psf
Allowable 0.0 psf
Minimum Required Depth 0.0 ft
Footing Base Area 3.142 ft"2
Maximum Soil Pressure 0.0 ksf
Applied Loads
Lateral Concentrated Load
Lateral Distributed Load
Vertical Load
D : Dead Load
k
loft
1.0 k
Lr : Roof Live
k
k/ft
k
L : Live
k
kift
k
S : Snow
k
k/ft
2.0 k
W : Wind
0.50 k
k/ft
k
E : Earthquake
k
k/ft
k
H : Lateral Earth
k
Will
k
Load distance above
TOP of Load above ground surface
ground surface
9.0 ft
ft
BOTTOM of Load above ground surface
ft
Load Combination Results
Forces @ Ground Surface Required Pressure at 1/3 Depth Soil Increase
Load Combination Loads - (k) Moments - (ft-k) Depth - (it) Actual - (psf) Allow - (psf) Factor
PROJECT NAME: AMICARELLA DECK COVER
PROJECT No.: 15035
Wind Design Data
Basic Wind Speed (3 sec)
Building Category
Wind Importance Factor Iw
Wind Exposure
Roof Type (Gable or Hip)
Mean Roof Height
Roof Pitch
Overall Longitudinal length of structure
Overall Transverse Length of Structure
Design
Simplified Wind Load Method
Horizontal Wind Pressures
Simplified Design Wind Pressure
Adjustment Factor for Building Height (A)
Corner Distance (2a) where a=min 0.1*width or 0.4*heigh
Transverse (Against Roof Slope)
-5.8 PSF to 6.0' from corner (End Zone B)
-3.3 PSF (Interior Zone D)
17.4 PSF to 6.0' from corner (End Zone A)
11.6 PSF (Interior Zone C)
Longitudinal (Against Gable End)
17.4 PSF to 6.0' from corner (End Zone A)
11.6 PSF (Interior Zone C)
Roof -3.3
PSF (End Zone Windward E)
-17
PSF (End Zone Leeward F)
-11
PSF (Interior Zone Windward G)
-12
PSF (Interior Zone Leeward H)
-23.4
PSF (Overhang Eoh)
-18.3
PSF (Overhang Goh)
DATE:
85 MPH
I I
1
C
Gable
15 Feet (to nearest 5')
3 :12
20 Feet
16 Feet
OK to use Simplified
ps=/\*Iw*ps30
ps30 PSF
1.21
6 Feet
PAGE 15
PAGE 16
PROJECT NAME: AMICARELLA DECK COVER
PROJECT No.: 15035 DATE: 05/27/15
Wind Loads to Structure
Longitudinal (Left - Right)
For Roof Diaphragm
Zone A Zone B Zone C Zone D
Area (S.F.) 0 40 0 0
Load (lb.) 0 -232 0 0
Total Load: 400 lb.
Transverse (Front - Rear)
For Roof Diaphragm
Zone A Zone B Zone C Zone D
Area (S.F.) 0 40 0 50
Load (lb.) 0 -232 0 -163
Total Load: 900 lb.
Kvamme Consulting, Inc.
4625 72nd Ave. W.
University Place, WA 98466
(253) 566-4936
dkvamme@kvammeconsulting.com
Project Title: Amicarella Deck Cover
Engineer. Dale Kvamme
Project Desc r Residential Design
Project ID: 15035
PAGE 17
Printed: 27 MAY 2015,11:29AM
ASCE 7-05 Sim p lifted Procedure Wind Loads He=C:XUsersIDalelOrteDriveICURREN-1115035A-11CALCUL-1115035A-1.EC6 k
ENERCALC, INC. 1983-2015,Buid:6.15.1.19, Ver.6.15.1.19
r.0t
CONSULTANTS
Description: Typical
Analytical Values Calculations per ASCE 7-05
V : Basic Wind Speed per Sect 6.5A & Figure 1 85.0 mph
Roof Rise:Run Ratio 4:12
Occupancy per Table 1-1 II All Buildings and other structures except
those listed as Category I, III, and IV
Importance Factor per Sect 6.5.5, & Table 6-1
1.00
Exposure Category per 6.5.6.3, .4 & .5
Exposure B
MRH : Mean Roof Height
20.0 ft
Lambda: per Figure 6.2, Pg 40
1.00
Effective Wind Area of Component & Cladding
10.0 ft"2
Net design pressure from table 1609.9.2.1(2)&(3) interpolated by area
Roof pitch for cladding pressure 0 to 7 degrees
User specified minimum design pressure
10.0 psf
Topographic Factor Kzt per 6.5.7.2
1.00
LHD: Least Horizontal Dimension
ft
a- max (0.04 • LHD, 3, min(0.10' LHD, 0.4'MRH))
0.00 ft
max (0.04 `LHD, 3, min(0.10' LHD, 0.4'MRH))
Design Wind Pressures
Minimum Additional Load Case per 6.4.2.1.1 =10 PSF on entire vertical plane
Horizontal Pressures ...
Zone: A = 15.90 psf
Zone: C
= 10.60 psf
Zone: B = -10.00 psf
Zone: D
= -10.00 psf
Vertical Pressures ...
Zone: E _ -13.80 psf Zone: G = -10.00 psf
Zone: F = -10.00 psf Zone: H = -10.00 psf
Overhangs ...
Zone. Eon = -19.30 psf Zone: Goh = -15.10 psf
Component & Cladding Design Wind Pressures Minimum Additional Load Case per 6.4.2.1.1=10 PSF on entire vertical plane
Design Wind Pressure = Lambda* Kzf *Importance
`Ps30 perASCE 7-05 6.4.2.1 Eq 6-1
Roof Zone 1 :
Positive :
. 10.000 psf
Negative :
-13.000 psf
Roof Zone 2 :
Positive :
10.000 psf
Negative :
-21.800 psf
Roof Zone 3:
Positive:
10.000 psf
Negative:
-32.800 psf
Wall Zone 4 :
Positive:
13.000 psf
Negative:
-14.100 psf
Wall Zone 5 :
Positive :
13.000 psf
Negative:
-17.400 psf
Roof Overhang Zone 2:
-21.000 psf
Roof Overhang Zone 3:
-34.600 psf
PROJECT NAME: AMICARELLA DECK COVER
PROJECT No.: 15035
Seismic Load Calculations
Building Dead Weights
Roof Area
Average Dead Weight
PAGE 18
DATE: ##
200 S.F. Trib. Wall Length
15 PSF Wall Weight
Trib. Wall Height
Total Weight 3000 lb.
0 Ft.
8 PSF
13 Ft.
Kvamme Consulting, Inc. Project Title: Amicarella Deck Cover
4625 72nd Ave. W. Engineer. Dale Kvamme Project ID: 15035
University Place, WA 98466 Project Descr. Residential Design
(253) 5664936
dkvamme@kvammeconsufting.com PAGE 19
Printed: 27 MAY 2015,11:29AM
ASCE Seismic Base Shear FIe=C:lUserslDalelOneDriveICURREN-1115035A-11CALCUL-1115035A-1.EC6
ENERCALC, INC.1983-2015, Bu0d:6.15.1.19. Ver.6.15.1.19
Risk Category Calculations per ASCE 7-10
Risk Category of Building or Other Structure : "II" : All Buildings and other structures except those listed as Category I, III, and IV ASCE 7-10, Page 2, Table 1.5-1
Seismic Importance Factor = 1 ASCE 7-10, Page 5, Table 1.5-2
Gridded Ss & Slvalues ASCE-7-10 Standard ASCE 7-10 11.4.1
Max. Ground Motions, 5°% Damping: Latitude = 47.491 deg North
SS = 1.525 g, 0.2 sec response Longitude = 122.303 deg West
Si = 0.5728 9,1.0 sec response Location: Seattle, WA 98168
Site Class, Site Coeff. and Design Category
Site Classification "D": Shear Wave Velocity 600 to 1,200 It/sec = D ASCE 7-10 Table 20.3.1
Site Coefficients Fa & Fv
(using straight-line interpolation from table values)
Maximum Considered Earthquake Acceleration
Design Spectral Acceleration
Fa =
'1.00
Fv =
1.50
S Ms = Fa " Ss =
1.525
S M1= Fv' Si =
0.859
S OS S MS 2/3 =
1.017
S D7= S M1 2�3 =
0.573
ASCE 7-10 Table 11.4-1 & 11.4-2
ASCE 7-10 Eq. 11.4-1
ASCE 7-10 Eq. 11.4.2
ASCE 7-10 Eq. 11.4-3
ASCE 7-10 Eq. 11.4-4
Seismic Design Category
= D
4SCE 7-10 Table 11.6-1 & -2
Resisting System
ASCE 7-10 Table 12.2-1
Basic Seismic Force Resisting System ...
Bearing Wall Systems
Light -framed walls sheathed wlwood structural panels
rated for shear resistance or steel sheets.
Response Modification Coefficient " R "
= 6.50 Building height Limits:
System Overstrength Factor " Wo'
= 2.50 Category "A & B" Limit
No Limit
Deflection Amplification Factor " Cd '
= 4.00 Category "C' Limit
No Limit
Category "D" Limit
Limit = 65
NOTE! See ASCE 7-10 forall applicable footnotes. Category "E" Limit
Limit = 65
Category "F" Limit
Limit = 65
Redundancy Factor
ASCE7-10 Section 12.3.4
Seismic Design Category of D, E, or F, Redundancy Factor" p " Set by User to =1.0
Lateral Force Procedure
ASCE 7-10 Section 12.8.2
Equivalent Lateral Force Procedure
The "Equivalent Lateral Force Procedure" is being see according to the provisions of ASCE 71012 8
Determine Building Period
Use ASCE 12.8-7
Structure Type for Building Period Calculation : All Other Structural Systems
" Ct' value = 0.020 ° hn ' : Height from base to highest level = 20.0 ft
"x"value = 0.75
" Ta "Approximate fundemental period using Eq.12.8-7 : Ta = Ct' (hn " x) = 0.189 sec
"TL" : Long -period transition period per ASCE 7-10 Maps 22-12 a 22-16 6.000 sec
Building Period' Ta " Calculated from Approximate Method selected
= 0.189 sec
" Cs " Response Coefficient
ASCE 7-10 Section 12.8.1.1
S Ds: Short Period Design Spectral Response = 1.017 From Eq.12.8-2, Preliminary Cs
= 0.154
" R " : Response Modification Factor = 6.50 From Eq.12.8-3 & 12.8.4 , Cs need not exceed
= 0.466
" I ": Seismic Importance Factor = 1 From Eq.12.8-6 & 12.8-6, Cs not be less than
= 0.045
User has selected ASCE 12.8:1.3 : Regular structure, Cs : Seismic Response Coefficient =
= 0.1538
Less than 5 Stories and with T « 0.5 sec, SO Ss - 1.5 for Cs calculation
Kvamme Consulting, Inc.
4625 72nd Ave. W.
University Place, WA 98466
(253) 566-4936
dkvamme@kvammeoonsulting.com
ASCE Seismic Base Shear
Seismic Base Shear
Project Title: Amicarella Deck Cover
Engineer: Dale Kvamme Project ID: 15035
Project Desc r Residential Design
PAGE 20
Printed: 27 MAY 2015,11:29AM
File = C:1UserslDale10ne0rivelCURREN-1115035A-11CALCUL-1115035A-1.EC6
ENERCALC, INC.1983-2015, auad:6.15.1.19, Ver.6.15.1.19
ASCE 7-10 Section 12.8.1
Cs = 0.1638 from 12.8.1.1 W ( see Sum Wi below) = 3.00 k
Seismic Base Shear V = Cs * W = 0.46 k
Vertical Distribution of Seismic Forces ASCE 7-10 Section 12.8.3
" k " : hx exponent based on Ta = 1.00
Table of building Weights by Floor Level...
1 3.00 8.00 24.00 1.0000 ' 0.46 0.46 0.00
Sum Wi = 3.00 k Sum Wi * Hi = . 24.00 k-ft Total Base Shear= 0.46 k
Base Moment = 3.7 k-ft
Diaphragm Forces: Seismic Design Category "B" to "F" ASCE 7-10 12.10.1.1
Level # Wi Fi Sum Fi Sum Wi Fpx
1 3.00 0.46 0.46 3.00 0.61
Wpx .......................... Weight at level of diaphragm and other structure elements attached to it.
Fi ............................ Design Lateral Force applied at the level.
Sum Fi ........................ Sum of "Lat. Force" of current level plus all levels above
MIN Req'd Force @ Level ......... 0.20 * Sos * I * Wpx
MAX Req'd Force @ Level ........ 0.40 * SDs * I * Wpx
Fpx : Design Force @ Level ....... Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level
Ross Deckman + Associates ins
Architecture - Planning • Design
June 3, 2015
Rachelle Ripley
Permit Technician
6300 Southcenter Boulevard Suite #100
Tukwila, WA 98188
Re: Correction Letter # 1
Development Permit Application Number D15-0117
Amicarella residence — 5617 S. 147, St.
Dear Ripley:
I have reviewed your comments for the Amicarella covered porch dated June 3, 2015. In
this letter below you will find a response for the corrections and sheet location of the
latest revisions.
1. An Architects wet stamp and signature is on the plan.
2. New beam calculation per 2012 IBC provided with plans.
3. A detail for the over framing is on sheet A1.0. Area of removed existing roofing is
located on Sheet A1.0. Manufactured roof trusses will be used.
4. Rough sawn plywood soffit will be applied for non-structural use.
5. Manufactured roof trusses will be used.
Sincerely,
Paul C Rector
Ross Deckman + Associates Inc
Phone: 253.840.9405
Fax: 253.840.9503
CORRECTION
LTR#___�__
'b t '5 *'-0 117
RECEIVED
CITY OF TUKWILA
207 0' Ave SE Puyallup, Washington 98372 JUN 2,2 2015
P. 253 840-9405 F. 253 840-9503
0016degreerisedoorsrevised PERMIT CENTER
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
June 03, 2015
JULIE BERGMAN
PO BOX 732091
PUYALLUP, WA 98373
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D15-0117
AMICARELLA RESIDENCE - 5617 S 147TH ST
Dear JULIE BERGMAN,
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
• (GENERAL NOTE)
PLAN SUBMITTALS: (Min. size I1x17 to maximum size of 24x36; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp,
not copied) by Washington State licensed architect, structural engineer or civil engineer.
(BUILDING REVIEW NOTES)
1. Provide plan(s) with the architects wet stamp and signature.
2. Beam calculation sheets refer to compliance with CBC 2010 and IBC 2009. Provide document calculations that
show compliance with current 2012 IBC. CBC codes do not apply.
3. Provide a detail for the over framing that ties into the existing roof. Specify valley framing members and how
rafters shall connect to the valley and existing roof framing. Indicate the removal of existing roofing down to the
sheathing where the new framing shall set directly on the existing roof framing/sheathing.
4. The plan show a bottom cord for the ceiling and the ceiling specified as solid wood per spec. However I could
not find those specs. Provide the specifications for the ceiling material and how it is fastened. Apparently the
ceiling material is to help provide lateral bracing as a diaphragm although it was not clearly specked out; provide
clarification. Also specify the bottom cord members and provide a detail to show how it is attached to the roof
rafters and beam.
5. Provide specifications for the ridge rafter and specify how rafters are attached to the ridge rafter. Include details
with framing specifications that provide support of the ridge rafter to prevent sagging or spreading of the beams
due to the long span at front.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
If you have any questions, I can be reached at 206-433-7165.
Sincerely,
&MIAVI)
Rachelle Ripley
Permit Technician
File No. D15-0117
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0117 DATE: 10/08/15
PROJECT NAME: AMICARELLA RESIDENCE
SITE ADDRESS: 5617 S 147TH ST
Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # X Revision # 1 after Permit Issued
DEPARTMENTS:
�n-IS'15
Bui ding Dwision 12
�ic
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Corrections Required ❑
(corrections entered in Reviews)
Notation: AJAIJ _ A A'A,050
REVIEWER'S INITIALS:
Fire Prevention
Structural ❑
6& '" 11- i5-le
Planning Division It
Permit Coordinator ❑
DATE: 10/08/15
Structural Review Required ❑
DATE:
DUE DATE: 11/05/15
Approved with Conditions ❑
Denied ❑
(ie: Zoning Issues)
n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0117
DATE: 06/22/15
PROJECT NAME: AMICARELLA RESIDENCE
SITE ADDRESS: 5617 S 147 ST
Original Plan Submittal Revision # before Permit Issued
X Response to Correction Letter # 1 Revision # after Permit Issued
DEPARTMENTS:
ildin ivision Fire Prevention ❑ Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator ❑
PRELIMINARY REVIEW: DATE: 06/23/15
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 07/21/15
Approved ❑ Approved with Conditions �—
Corrections Required ❑ Denied ❑
(corrections entered in Reviews) (ie: Zoning Issues) f
Notation: 0- & ccflc J
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0117
DATE: 05/29/15
PROJECT NAME: AMICARELLA RESIDENCE
SITE ADDRESS: 5617 S 147TH ST
X Original Plan Submittal
Response to Correction Letter #
DEPARTMENTS:
Revision # before Permit Issued
Revision # after Permit Issued
CAS- K UI� AM Vl4 H Ion kv w 4M
BuildingDivision Fire PrevAtion
® ® Planning Division
4tPublic Works Structural ❑ Permit Coordinator ❑
PRELIMINARY REVIEW: DATE: 6/02/2015
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 6/30/2015
Approved ❑ Approved with Conditions ❑
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only W
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Rf�
12/18/2013
PROJECT NAME: W,r41 PERMIT NO: Nq ' o t 11
SITE ADDRESS: 1 ORIGINAL ISSUE DATE: 1114-1S
REVISION LOG
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
1
o is
Summary of Revision: WA
o
-el
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision: '
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date• 10
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
Plan Check/Permit Number: D /3-- 0 [l
)tev' after Permit is Issued
---"Revision requested by a City Building Inspector or Plans Examiner
Project Name: vK1r--0 o PLI- ni Ga��l Iat,
Project Address: ;6c-7 S', [ �l .
RECENM
CITY OF TUKWILQ
`OCT' 0, 6 2915
PS,RA4;,r 00'e►
Contact Person: �G( ('(� g e !T� VVICty, Phone Number: 95-3 --C16 oZ
Summary of Revision: \
-PrrtG�o s� � l k � avevej pc�,�l o �0 eml-�-P— Aol
S�Q C-C.
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
011"EnteredinTRAKiTon b
Date: 06/03/ 15
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: hitp://www.TukwilaWA.z ov_
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Plan Check/Permit Number: D 15-0117
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: AMICARELLA RESIDENCE
Project Address: 5617 S 147TH ST
Contact Person: 70,C� 6_erAW(,w Phone Number: J J - W
Summary of Revision:
Per- tens-t -h m
WED
VKVVIEA
Sheet Number(s):
PERA41T CENTER
"Cloud" or highlight all areas of revision including date of re 's'
c
Received at the City of Tukwila Permit Center by:
*(�J--Entered in TRAKiT on t—
WAllermit Center\Templates9'ormc\Revision Submittal Form.doc
Revised: March 2014
J & C Bergman Contracting LLC
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Owner or tradesperson PO BOX 732091
PUYALLUP, WA98373
Principals 253-961-0602
Bergman, Jakob Richard, PARTNER/MEMBER PIERCE County
Bergman, Chad Vernon, PARTNER/MEMBER
Doing business as
J & C Bergman Contracting LLC
WA UBI No. Business type
602 880 742 Limited Liability Company
Governing persons
CHAD
V
BERGMAN
JAKOB R BERGMAN;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
c
.Construction.........................................Contra..........................tor.. Active..
Meets current requirements.
License specialties
GENERAL
License no.
JCBERBC912B7
Effective — expiration
01 /27/2009— 02/24/2017
Bond
.................
Old Republic Surety Co
$12,000.00
Bond account no.
YL1264682
Received by L&I
Effective date
10/17/2013
01/13/2014
Expiration date
Until Canceled
Bond history
Insurance
Developers Surety & Indem Co
$1,000,000.00
Policy no.
BIS00019871-01
Received by L&I
Effective date
09/03/2014
09/1212014
Expiration date
09/1212015
Insurance history
Savings
................
No savings accounts during the previous 6 year period.
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602880742&LIC=JCBERBC912B7&SAW= 7/16/2015
NEW PRE=MANUF:
ROOF TRUSS
1. BEAM PER PLAN
2. WOOD POST OR
COLUMN PER PLAN
ROUGH SAWN
4. SIMPSON AC POST CAP PLYWOOD FOR
U N:O, FIELD VERIFY SOFFIT
INSTALLED IN PAIRS BOTTOM OF TRUSS (NON-STRUCT.)
EXISTING --\
WALL SHTG
WOOD BEAM AT WOOD POST
SCALE: 3/V=1'
(5)
4 VALLEY FRAMING
SCALE:-%4-=1'
(6)
GABLE END TRUSS
1. CONVENTIONAL 2x
OVER FRAMING @ 24"
O.C. W/ (4) 16d TOF,
NAILS TO VALLEY PLATE
(SEE BELOW FOR
RECOMMENDED SIZES
BASED ON SPAN)
2. EDGE NAILING
3. 2x VALLEY BOARD TO
MATCH RAFTER W/ (2)
16d NAILS PER TRUSS
4. ROOF TRUSS TOP
CHORD OR RAFTER PER
PLAN;
5. CONTINUOUS
SHEATHING BENEATH
OVERFRAMING OR 2x4
BRACING @ 24" O.C. W/
2-16d NAILS PER TFtLiSS.
2x4 OUTRIGGER @ 48"
O.C.
2. GABLE- END TRUSSW/
SHEATHING PER SHEAR
WALL SCHEDULE FOR
WALL BELOW
3. 2x DIAGONAL BRACE @'
.8FT O.C.
4. SECURE BRACE T 2x
BLOCKING W/ (3) 10d
NAILS
5. SIMPSON A34 AT 2x
BRACE
6. ATTACH GABLE TRUSS
TO BACKER BOARD W/
10d NAILS @ 6" O.C.
7. ROOF TRUSSES @.24"
O.C. PER PLAN
SCALE: YV=1'
1. TRUSS Wl ROOF
SHEATHING PER PLAN
2. 2x BLOCKING TOE
NAILED TO PLATE W/ (3)
8d NAILS (OPT- 1) OR
ATTACHED W/ (1)
SIMPSON RBC PER
APT. 1 BLOCK (OPT. 2)
3. EDGE NAILING
_.. 4. SIMPSON H2.5 @ EACH
TRUSS INSTALLED PER
MFG. SPECS.
S. -BEAM PER PLAN
ROOF TRUSS AT BEARING
SCALE: /a'=1'
I
1
ROOF TRUSS
EXISTING TOP PLATE
EXISTING 2x STUD WALL
FOR DETAILS &
CALLOUTS IN COMMON
SEE,\
NEW ROOF CONN. TO EXIST. ROOF
SCALE: N.T.S.
1. P-T. 6x6 POST
2. (4) #4 VERT. BARS
3. #3 TIES @ 12" O.C.
PLAN VIEW
COLUMN FOOTING
SCALE: 3/4 "=l'
MATCH EXIST. 12 @ 24' O.C. AS PER MFG. SPECS.
ROOFINGS TYP.
A1.0 y
`� CONT: METAL GUTTER
A 014 s/4. X 8 FASCIA BD.
.I EXIST. TYP.
PbkTI! v v v
ROUGH SAWN PLYWOOD
FOR SOFFIT (NON-STRUCT.j BEAM PER PLAN
POST PER PLAN
EXISTING
STRUCTURE..o
EXISTING
STRUCTUR
SUB FLOOR _ _ _ _ _ _ _ EXIST. SLAB
/ \_
_ If If
cONc. PIES
- A1..QI ul II ul _ PER PLAN
t i
SECTION A
- COMPOSITION ROOF SHINGLES SCALE: 1 /4"
-15# ROOFING FELT
- .7/1.6" SHEATHING -RATED.24/16
- STRUCTURAL SYSTEM AS NOTED ON FRAMING PLAN
1/8" TO ltC MESH SCREEN OVER OPENINGS
- NET OPENING AREA, MINIMUM 1/150 OF VENTED AREA
OR 1/300 IF 40%-50%O OF VENTING IS WITHIN N OF RIDGE
OR HIGHEST POINT OF SPACE WHERE ALLOWED
PER IRC SECTION R806.2
PRO, -DOSED SIDE ELEVATION
SCALE: 1/4"=1'-0"
FOUNDATIONPLAN
- ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED SCALE: 1 /4"= 1'-On
ALL FOOTINGS TO REST ON UNDISTURBED SOIL
PROPOSED ROOF FRAMING PLAN
- SHADED AREAS INDICATE OVERFRAMING, 2X6 @ 24" O.C., U.N.O. SCALE: 1 /4"= 1'-0"
- PROVIDE VENTED BLOCKING AT REQUIRED TRUSSIRAFTER BAYS
1 x 2 TRIM -BD. ON
5/4 X 8 BARGE BD.
TYP.
EXIST. ROOFINGMAT "
CH EXIST:
IETAL GUTTER SfiDfiNG';"
8 FASCIA BD.
.I TOPPLATE
\-BEAM PER . RO.UGH..SAWN
PLAN PLYWOOD FOR
SOFFIT
(NON-STRUCT.)
)IT P.T. POST EXISTING A
W PER PLAN STRUCTURE
TCH EXIST. ROOFING
CONT. METAL GUTTER
ON 514 X 8 FASCIA BD.
TYP.
CORRECTION
LTR#�-
REVIEWED FC)
.0 ODE C:CMPLIAP
APPROVED
IJUN 2 4 2015
I�
Cif Of Tukwi!
UILDING DiVi ;iI
RE EIVED
.SUB FLOOR XIST. SLAB CITY 01 TUKWILA
JUN.72 2015
PERMIT CENTER
PROPC).-SED REAR ELE V TION'
- FASTENERS TO BE HOT -DIPPED GALLV. STEEL, STAINLESS OR ALUM. (CORROSION RESISTANT) SCALE 1 /4n= 11-011
lb is-o 1»
R 9 A
ROSS DECKMAN ARCHITECT
207 4TH AVENUE S.E.
PUYALLUP, WASHINGTON 98372
P: 253. "0 . 9405
F: 253.840. 9503
E: ROSS@RDARCHITECT.COM
3850 REGISTERED
ARCHITECT
ROS CKMAN
STATE OF • WASHINGTON
u
ul
0
Q
mow/.
U
Lu
0
a
R
COVERED
PORCH
REVISIONS
A _CITY.OF TUKWILA
JOB NO.
1521
ISSUE DATE
'545-2015
REV. DATE
6-3-15
DRAWN BY
PR
SHEET
': A,1.0-