HomeMy WebLinkAboutPermit D15-0099 - FIRST CHOICE - GARAGEFIRST CHOICE
4471S134 TH PL
EXPIRED
D15-0099
City of Tukwila
(DPhone:
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.Tukwi[aWA.eov
DEVELOPMENT PERMIT
Parcel No: 2613200084 Permit Number: D15-0099
Address: 4471 S 134TH PL BLDG C Issue Date: 6/5/2015
Permit Expires On: 12/2/2015
Project Name: FIRST CHOICE
Owner:
Name:
NORTH STREAM DEVELOPMENT
Address:
720 4TH AVE STE 102, KIRKLAND, WA,
98033
Contact Person:
Name:
JAN GREENS
Phone: (253) 893-1156
Address:
631 STRANDER BLVD, STE 860,
TUKWILA, WA, 98188
Contractor:
Name:
CRESSY DOOR
Phone:
Address:
PO BOX 55549, SHORELINE, WA,
98155
License No:
Expiration Date:
Lender:
Name:
Address:
DESCRIPTION OF WORK:
CHANGE EXISTING GARAGE FROM 9' X 9' TO 14' TALL X 9' WIDE. CUT OUT 5'-0" OF CONCRETE PANEL ABOVE
EXISTING OPENING AND REINFORCE WITH STEEL CHANNEL.
Project Valuation: $7,600.00 Fees Collected: $424.58
Type of Fire Protection: Sprinklers:
Fire Alarm: NO
Type of Construction: VB Occupancy per IBC: S-2
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125
Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW
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 296-4613:
2014
Uniform Plumbing Code Edition:
2012
WA State Energy Code:
2012
International Fuel Gas Code:
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
Permit Center Authorized Signature
Date: rl
I hearby certify that I have read and examined this pip6t 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 cons ucti r the performance of work. I am authorized to sign and obtain this
development permit anti agr a cc ditions attached to this permit.
Signature:
Print Name:
r
Date: �4
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: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Official in
a timely manner.
5: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
7: 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.
8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
9: 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.
10: The special inspections for steel elements of buildings and structures shall be required. All welding shall be
done by a Washington Association of Building Official Certified welder.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL"
4046 SI-EPDXY/EXP CONC
4004 SI-WELDING
CITY OF TM, .LA
Community Development Department
'* Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, %V'A 98188
Lftp://www.TukwilaWA.gov
SITE LOCATION
Building Permit No. j%M
Project No.
Date Application Accepted: 5
Date Application Expires:
(! or office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review. RECEIVED
Applications will not be accepted through the mail or by fax. CITY OF T.V K WILA
"Please Print"
King Co Assessor's Tax No.:
Site Address: f47/ S 13gH PG Suite Number: /3La9lrr
� G.r Floor: I or
Tenant Name: �/�STGH"O/L� New Tenant: Q..... Yes 2..No
PROPERTY OWNER
Name: _.... _
Address
City:
CONTACT PERSON - person receiving all project
communication
Name: 3�-Q
(S.
Address-
3t
5�-�SirL V Su
Ci
Zip
Stated W.
Phone2Z
Fax.
C7 2-1
Email:
GENERAL CONTRACTOR INFORMATION
dress: Z r7 ,
'2-72-ZNb `JT F
City: _
Stated Zip-
Phone:
Z-
.
Fax:
10S 3
Contr Reg No.:
-, Exp Date:
t
Tukwila Business License No.
:1 -
ARCHITECT OF RECORD
Company Name: N
Architect Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
ENGINEER OF RECORD
Company Name: GT !rlvlt�b7Zt/✓!�
Engineer Name: C�rt�et,�S T �a�iS
Address: /g. Nl�/J ,�T s v/fig 3v z
City: 50rTGE State: z.R Zip: 98log
Phone: ZC&. Zg5 _#S-1 Z Fax.
Email: Cham6C, Ge /N
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 Line'Q012 ApplicationAPermit Application Revised - 2-7-12 doc
Revised: February 2012
Page I of 4
BUILDING PERMIT INFORMATIC 206-431-3670
Valuation of Project (contractor's bid price): $
Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
C fi/+1/Gs / 9Tii✓G / �c� G��!'�1 �I ` ?� 9' -'D ler t rA-u. x of !ti / me, ca 7-
pv r S "O � 6G Gd1l G�GT� �/�j✓EL A-�oy6 G' �iTl�'C� 010�pv/NC• 00-11/p
2F1ffr-V 1e6 N' l rp a MCRI G/fi4-N/✓SL,
Will there be new rack storage? ❑ .... Yes ,�o 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
IType of
Occupancy per
IBC
ls` Floor
2 "d Floor
3`d Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
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: —
Will there be a change in use? ❑ ....... Yes
Compact: Handicap:
❑ ....... No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm /.. None ❑....... 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 11 " 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.
HAApplicationsWorms-Applications On Line\.0; 2 AppkaftnsTermit Application Revised - 2-7-12 doex
Revised: February 20)2 Page 2 of 4
PUBLIC WORKS PERMIT INFO 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 ❑... Highline El ... Renton
❑ .. Water Availability Provided C�
Sewer District /)
❑ .. 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 finark boxes which nor
❑ - Civil Plans (Maximum Paper Size — 22" x 34")
❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report El.. Traffic Impact Analysis
❑ .. Bond ❑... insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO)
El.. Hold Harmless — (ROW)
Proposed Activities (mirk boxes that imply):
❑ .. 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 ❑... Right-of-way Use — Potential Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ .. Total Cut cubic yards
❑ ..Total Fill u cubic yards
❑ .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
❑ .. Frontage Improvements
❑ .. Traffic Control
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
El ... Work in Flood Zone
El ... Storm Drainage
El ... Abandon Septic Tank
❑... Curb Cut
❑... Pavement Cut
❑... Looped Fire Line
El ... Grease Interceptor
El ... Channelization
❑... Trench Excavation
❑... Utility Undergrounding
❑ .. Permanent Water Meter Size (1) WO # (2) WO # (3) WO #
❑ .. Temporary Water Meter Size (1) WO # (2) WO # (3) WO #
❑ .. Water Only Meter Size ........... _ " Wo # ❑ .. Deduct Water Meter Size "
❑ .. Sewer Main Extension............ Public ❑ ❑ Private
❑ .. Water Main Extension............ Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billine:
Name:
Mailing Address:
Day Telephone:
City
State Zip
H:\Applications\Forms-Applications On Line\2012 ApplicationsTurnit Application, Revised - 2.7-12 docx
Revised: Febiary 2012 Page 3 of 4
PERMIT 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 1 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.
OR AUTHORIZAD jKGENT:
Print
Mailing Address:
Date:
Day Telephone:
State Zip
Fi:\Applications\Forms-Applicaiinns On Une\2012 ApphcaliansTermit Application Revised - 2.7-12 docx
Revised: Febmary 2012
Page 4 of 4
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$424.58
D15-0099 Address: 4471 S 134TH PL BLDG C Apn: 2613200084
$424.58
DEVELOPMENT
$412.22
PERMIT FEE
R000.322.100.00.00
0.00
$247.10
PLAN CHECK FEE
R000.345.830.00.00
0.00
$160.62
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$12.36
TECHNOLOGY FEE
TOTAL1
R000.322.900.04.00
0.00
$12.36
Date Paid: Monday, May 04, 2015
Paid By: KIDDER MATHEWS
Pay Method: CREDIT CARD 030729
Printed: Monday, May 04, 2015 12:34 PM 1 of 1
p?WSY57EM5
OTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
6747 M. L. King Way South, Seattle, Washington 98118-3216 USA
Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221
WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com
August 3, 2015 Recetv
SEP - i FINAL REPORT
-t 2v1
City of Tukwila 6300 So thcen erlB Blvd, Suite 100 ing Department
poo� pme�
Tukwila, Washington 98188-2544
Project: First Choice
Address: 4471 S. 134`h Place, Tukwila
Permit Number: D15-0099
Job Number: 15-0496
We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the
approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge
is limited to our reports.
All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This
report should not be considered as a warranty for conditions and/or details of the building.
Items inspected are:
1. Mechanical anchor bolt installation
2. Structural steel erection
Sincerely,
OTTO ROSENAU & ASSOCIATES, INC.
Crista Moser
Report Manager
- r* C 180 Nickerson St.
INC.
FILE 777 Suite 302
Seattle, WA
98109
(206)285-4512(V)
(206) 285-0618(F)
STRUCTURAL CALCULATIONS
Expand Door Opening in Existing Tilt Up Building
First Choice
Fostoria Park Building C
4471 S 1341h Place
Tukwila, WA
Structural Engineers
'FtEVtWED FOR
CODE COMPLIANCE
APPROVED
MAY 18 2015
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
MAY 0 4 2015
PERMIT CENTER
N
DI5•p0%�1
'-,,jj .1271 Z(v
INC.
Project: Gt CKe/-11F, — 1101+;eli Date:
Client
Page Number:
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180 Nickerson St,
Suite 302
Seattle, WA
98109
(206)285-4512
PAX:
(206)285-0618
Structural Engineers
s I C T
INC.
Project: 'O/eSr''M--Vee
Client:
�p - &4^ 1"aP S� W�
i
180 Nickerson St.
Suite 302
Seattle, WA
2�y/20/ s
98109
Date:
(206)285-9512
PAX:
1'af a Number
(206) 285-0618
l�►�L = 5ro Apo Oo
Structural Enaineers
Title Block Line 1 Project Title:
Yid can change this area En ineer: Project ID:
using the "Settings" menu item Pro�ect Descr:
and then using the "Printing &
Title Block" selection.
Title Block Line 6 Printed: 3 FEB 2015. 9:24AM
File = r.115023 Fostoria Park - TukwilaVostoda.ec6
Steel BeamENERCA
LC, INC. 1963.2015,Bulld:6,15.1.19,Ver.6.14.6.31
Description : beam at top of opening
_CODE REFERENCES
Calculations per AISC 360-10, IBC 2012, ASCE 7-10
Load Combination Set: ASCE 7-10
Material Properties
Analysis Method: Allowable Strength Design
Beam Bracing: Completely Unbraced
Bending Axis: Major Axis Bending
Load Combination ASCE 7-10
D 0.77 S 0.25
Span =10.0 ft
MUM
Fy : Steel Yield: 50.0 ksl
E: Modulus: 29,000.0 ksi
Applied Loads
Service loads entered. Load Factors will be applied for calculations.
Beam self weiqht calculated and added to loadinq
Uniform Load : D = 0.770, S = 0.250 k/ft,
Tributary Width =1.0 ft
DESIGN SUMMARY
'
Maximum Bending Stress Ratio =
6.861 : 1 Maximum Shear Stress Ratio =
0.119 : 1
Section used for this span
C8x13.75
Section used for this span
C8x13.75
Ma: Applied
12.922 k-ft
Va : Applied
5.169 k
Mn / Omega: Allowable
15.011 k-ft
Vn/Omega : Allowable
43.545 k
Load Combination
+D+S+H
Load Combination
+D+S+H
Location of maximum on span
5.000ft
Location of maximum on span
0.000 ft
Span # where maximum occurs
Span # 1
Span # where maximum occurs
Span # 1
Maximum Deflection
Max Downward Transient Deflection
0.054 in Ratio =
2,215
Max Upward Transient Deflection
0.000 in Ratio =
0 <360
Max Downward Total Deflection
0.224 in Ratio =
536
Max Upward Total Deflection
0.000 in Ratio =
0 <240
Maximum Forces& Stresses for Load Combinations
Load Combination Max Stress
Ratios
Summary of Moment Values
Summary of Shear Values
Segment Length Span # M
V
Mmax + Mmax -
Me - Max Mnx Mnx10mega Cb Rm
Va Max
Vnx Vnx/Omega
+D+H
Dsgn. L = 10.00 ft 1 0.653
0.090
9.80
9.80 25.07 15.01 1.14 1.00
3.92
72.72
43.54
+D+L+H
Dsgn. L = 10.00 ft 1 0.653
0.090
9.80
9.80 25.07 15.01 1.14 1.00
3.92
72.72
43.54
+D+Lr+H
Dsgn. L = 10.00 ft 1 0.653
0.090
9.80
9.80 25.07 15.01 1.14 1.00
3.92
72.72
43.54
+D+S+H
Dsgn. L = 10.00 ft 1 0.861
0.119
12.92
12.92 25.07 15.01 1.14 1.00
5.17
72.72
43.54
+D+0.7501-r+0.7501-+11
Dsgn. L = 10,00 ft 1 0.653
0.090
9.80
9,80 25.07 15.01 1.14 1.00
3.92
72.72
43.54
+D+0.750L+0.750S+H
Dsgn. L = 10.00 ft 1 0.809
0.112
12.14
12.14 25.07 15.01 1.14 1.00
4.86
72.72
43.54
+D+0.60W+H
Dsgn. L = 10.00 ft 1 0.653
0.090
9.80
9.80 25.07 15.01 1.14 1.00
3.92
72.72
43.54
+D+0.70E+H
Dsgn. L = 10.00 ft 1 0.653
0.090
9.80
9.80 25.07 15,01 1.14 1.00
3.92
72.72
43.54
+D+0.750 L r+0.750 L+0.450 W+H
Dsgn, L = 10.00 ft 1 0.653
0.090
9.80
9.80 25.07 15.01 1.14 1.00
3.92
72.72
43.54
+D+0.750L+0.750S+0.450W+H
Dsgn. L = 10.00 ft 1 0.809
0.112
12.14
12.14 25.07 15.01 1.14 1.00
4.86
72.72
43.54
+D+0, 750 L+0.750 S+0.5250 E+H
Dsgn. L = 10.00 ft 1 0.809
0.112
12.14
12.14 25.07 15.01 1.14 1.00
4.86
72.72
43.54
+0,60D+0.60W+0.60H
Dsgn. L = 10.00 ft 1 0.392
0.054
5.88
5.88 25.07 15.01 1.14 1.00
2.35
72.72
43.54
T he Block Line 1 Project Title;
' i ou can change this area En sneer: Project ID.
using the "Settings" menu item Pro�ect Descr;
and then using the "Printing &
Title Block" selection,
Title Block Line 6 NOW: 3 FEB 2015, 9:24AM
He = r:116023 Fostoria Park-TukwilaVostoria.ec6
Steel Beam ENERCALC, INC. 1983.2015,Bulld:6.15.1.19,Vec6.14.5,31
Description : beam at top of opening
Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values
Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega
+0.60D+0.70E+0.60H
Dsgn, L = 10.00 ft 1
0.392
0,054
5.88 5.88 25.07
15.01 1.14 1.00 2.35 72.72 43.54
Overall Maximum Deflections
Load Combination
Span
Max. "" Deft
Location in Span Load Combination
Max. "+" Deft Location In Span
+D+S+H
1
0.2240
5.050
0.0000 0.000
Vertical Reactions
Support notation : Far left is #1
Values in KIPS
Load Combination
Support 1
Support 2
Overall MAXimum
5.169
5.169
Overall MINimum
1.250
1.250
+D+H
3.919
3.919
+D+L+H
3.919
3.919
+D+Lr+H
3.919
3.919
+D+S+H
5.169
5,169
+D+0.750Lr+0.750L+H
3.919
3.919
+D+0.750L40.750S+H
4,856
4.856
+D+0.60W+H
3.919
3.919
+D+0.70E+H
3.919
3.919
+D+0.750Lr+0,750L+0.450W+H
3.919
3.919
+0+0.750L+0.750S+0.450W+H
4.856
4.856
+D+0.750L+0.750S+0.5250E+H
4,856
4.856
+0.60D+0.60W+0.60H
2.351
2.351
+0,60D+0.70E+0.60H
2.351
2.351
D Only
3.919
3.919
Lr Only
L Only
S Only
1.250
1.250
W Only
E Only
H Only
Bite Block Line 1
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Title Block Line 6
Steel Column
Description : strongback
Code References
Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10
Load Combinations Used : ASCE 7-10
General Information
Project Title:
En in
eer:
Proect Descr:
File =
Project ID:
Printed: 3 FEB 2015, 9:37AM
'ark - Tukwilalfostoda.ec6
d:6.15.1.19, Ver:6.14.5,31
Steel Section Name: HSS5x2-112x1/4 Overall Column Height 22.0 ft
Analysis Method: Allowable Strength Top & Bottom Fixity Top & Bottom Pinned
Steel Stress Grade Brace condition for deflection (buckling) along columns:
Fy : Steel Yield 42.0 ksi X-X (width) axis:
E : Elastic Bending Modulus 29,000.0 ksi Fully braced against buckling along X-X Axis
Load Combination : ASCE 7-10 Y-Y (depth) axis:
Fully braced against buckling along Y-Y Axis
Applied Loads
Service loads entered. Load Factors will be applied for calculations.
Column self weight included : 249.262 Ibs " Dead Load Factor
BENDING LOADS , . .
Lat, Uniform Load creating Mx-x, W = 0.2250 k/ft
Lat. Uniform Load from 0.0-->14,0 ft creating Mx-x, E
= 0.0850 k/ft
Lat. Uniform Load from 12.0-->22.0 ft creating Mx-x, E = 0.350 k/ft
DESIGN SUMMARY
Bending & Shear Check Results
PASS Max, Axial+Bending Stress Ratio =
0.9390 :1
.
Maximum SERVICE Load Reactions -
Load Combination
Load
+D+0.70E+H
Top along X-X
0.0 k
Location of max,above base
13,289 ft
Bottom along X-X
0.0 k
At maximum location values are ...
Top along Y-Y
3.083 k
Pa: Axial
0.2493 k
Bottom along Y-Y
2.475 k
Pn / Omega: Allowable
78.970 k
Ma-x : Applied
9.490 k-ft
Maximum SERVICE Load Deflections ...
Mn-x / Omega: Allowable
10.123 k-ft
Along Y-Y 4.397 in at
11.074ft above base
for load combination: W Only
Ma-y :Applied
0.0 k-ft
Mn-y / Omega: Allowable
6.183 k-ft
Along X-X 0.0 in at
O.Oft above base
for load combination
PASS Maximum Shear Stress Ratio =
0.07136 :1
Load Combination
+D+0.70E+H
Location of max.above base
22.0 ft
At maximum location values are ...
Va : Applied
2.158 k
Vn / Omega: Allowable
30.244 k
Load Combination Results
Load Combination
Maximum Axial + Bending Stress Ratios Maximum Shear Ratios
Stress Ratio Status Location Stress Ratio Status Location
+D+H
0.003
PASS
0.00 ft
0.000
PASS
0.00 ft
+D+L+H
0.003
PASS
0.00 ft
0.000
PASS
0.00 ft
+D+Lr+H
0.003
PASS
0.00 ft
0.000
PASS
0.00 ft
+D+S+H
0.003
PASS
0.00 ft
0.000
PASS
0.00 ft
+D+0.750Lr+0.750L+H
0.003
PASS
0.00 ft
0.000
PASS
0.00 ft
+D+0.750L+0.750S+H
0.003
PASS
0.00 ft
0.000
PASS
0.00 It
+D+0.60W+H
0.808
PASS
11.07 ft
0.049
PASS
0.00 ft
+D+0.70E+H
0.939
PASS
13.29 ft
0.071
PASS
22.00 ft
+D+0.750Lr+0.750L+0.450W+H
0.607
PASS
10.93 ft
0.037
PASS
0.00 ft
+D+0.750L+0,750S+0,450W+H
0.607
PASS
10.93 ft
0.037
PASS
0.00 ft
+D+0.750L+0.750S+0.5250E+H
0.705
PASS
13.29 ft
0.054
PASS
22.00 ft
+0,60D+0.60W+0.60H
0.808
PASS
11.07 ft
0.049
PASS
0.00 ft
+0,60D+0.70E+0.60H
0.938
PASS
13.29 ft
0.071
PASS
22.00 ft
Title Block Line 1
IAu can change this area
using the "Setiings" menu item
and then using the "Printing &
Title Block" selection,
Steel Column
Description : strongback
Maximum Reactions
Load Combination
Project Title:
Engineer:
Project Descr:
X-X Axis Reaction Y-Y Axis Reaction
@ Base @ Top @ Base @ Top
Project ID:
Printed: 3 FEB 2015, 9:37AM
File = rM5023 Fostoria Perk - TukwllaVbstode.ec6
RCALC, INC.1963-2015, Bulld:6.161.%Ver:6.14,6.31
Note: Only non -zero reactions are listed.
Axial Reaction
@ Base
+D+H
k
k
U24V K
+D+L+H
k
k
0,249 k
+D+Lr+H
k
k
0.249 k
+D+S+H
k
k
0.249 k
+D+0.750Lr+0.750L+H
k
k
0.249 k
+D+0.750L+0,750S+H
k
k
0.249 k
+D+0.60W+H
k
-1,485
1.485 k
0,249 k
+D+0,70E+H
k
-1.125
2.158 k
0.249 k
+D+0,750Lr+0,750L+0.450W+H
k
-1.114
1,114 k
0.249 k
+D+0.750L+0.750S+0.450W+H
k
-1.114
1.114 k
0,249 k
+D+0.750L+0,750S+0,5250E+H
k
-0.844
1.619 k
0.249 k
+0.60D+0,60W+0.60H
k
-1.485
1.485 k
0.150 k
+0.60D+0.70E+0.60H
k
-1.125
2.158 k
0.150 k
D Only
k
k
0.249 k
Lr Only
k
k
k
L Only
k
k
k
S Only
k
k
k
W Only
k
-2.475
2.475 k
k
E Only
k
-1.607
3.083 k
k
H Only
k
k
k
Maximum Deflections for Load Combinations
Load Combination
Max. X-X Deflection
Distance
Max. Y-Y Deflection
Distance
+D+H
0.0000
in
0.000
ft 0.000
in
0.000
It
+D+L+H
0.0000
in
0.000
ft 0.000
in
0.000
ft
+D+Lr+H
0.0000
in
0.000
ft 0.000
in
0.000
ft
+D+S+H
0.0000
in
0.000
It 0.000
in
0.000
ft
+D+0.750Lr+0.750L+H
0.0000
in
0.000
ft 0.000
in
0.000
ft
+D+0.750L+0.750S+H
0.0000
in
0.000
It 0.000
in
0.000
It
+D+0.60W+H
0.0000
in
0,000
ft 2.638
in
11.074
ft
+D+0.70E+H
0.0000
in
0.000
it 2.881
In
11.664
It
+D+0.750Lr+0.750L+0.450W+H
0.0000
in
0.000
ft 1.979
in
11.074
ft
+D+0,750L+0.750S+0.450W+H
0.0000
in
0,000
ft 1,979
in
11.074
ft
+D+0.750L+0.750S+0.5250E+H
0.0000
in
0.000
ft 2.161
in
11.664
ft
+0.60D+0.60W+0.60H
0.0000
in
0.000
ft 2.638
in
11.074
ft
+0.60D-470E4601-1
0.0000
in
0.000
ft 2.881
in
11.664
ft
D Only
0.0000
in
0.000
ft 0.000
In
0.000
ft
Lr Only
0.0000
in
0.000
ft 0.000
in
0.000
ft
L Only
0.0000
in
0.000
ft 0,000
In
0.000
ft
S Only
0.0000
in
0.000
It 0.000
in
0.000
ft
W Only
0.0000
in
0.000
ft 4.397
in
11.074
ft
E Only
0.0000
in
0.000
It 4,116
in
11.664
ft
H Only
0.0000
in
0.000
ft 0,000
in
0.000
It
Steel Section Properties :
HSS5x2.112x114
Tale Block Line 1 Project Title:
You can change this area En ineer: Project ID:
using the "Settings" menu item Pro�ect Descr:
and then using the "Printing &
Title Block" selection,
Title Block Line 6 Printed: 3 FED 2015, 9:37AM
He = r.115023 Fostoria Park- TukwllaVbslorla,ec6
Steel Column ENERCALC.INC. 1983-2015.Build:6.15.1.19.Ver.6.14.5,31.
Description : strongback
Steel Section Properties :
HSS5x2-112x114
Depth =
5.000 in I xx =
9.40 InA4 J = 7.930 InA4
S xx =
3,76 In"3 Cw = 4.99 inA6
Width =
2.500 in R xx =
1.730 In
Wall Thick =
0.250 in Zx =
4.830 inA3
Area =
3.140 inA2 1 yy =
3.130 in"4 C = 4,990 In^3
Weight =
11.330 plf S yy =
2.500 in^3
R yy =
0,999 in
Zy =
2.950In"3
Ycg =
0.000 in
M-x Loads
N "SNI
II
L
Loads are total entered value. Arrows do not reflect absolute direction.
` Anchor Designer TM
}�'I Software
t'�Y Version 2.3.5365.7
au
1.Proiect Information
Customer company:
Customer contact name:
Customer e-mail:
Comment:
2. Input Data & Anchor Parameters
General
Design method:ACI 318-11
Units: Imperial units
Anchor Information:
Anchor type: Concrete screw
Material: Carbon Steel
Diameter (inch): 0.625
Nominal Embedment depth (inch): 4.000
Effective Embedment depth, her (inch): 2.970
Code report: ICC-ES ESR-2713
Anchor category: 1
Anchor ductility: No
hmrn (inch): 6.00
cac (inch): 4.50
Cmrn (inch): 1.75
Smrn (inch): 3.00
Load and Geometry
Load factor source: ACI 318 Section 9.2
Load combination: not set
Seismic design: No
Anchors subjected to sustained tension: Not applicable
Apply entire shear load at front row: No
Company:
Date:
2/312015
Engineer:
Page:
1 /4
Project:
Address:
Phone:
E-mail:
Anchors only resisting wind and/or seismic loads: No Z
<Figure 1> 490 lb
Project description: canopy supports
Location:
Fastening description:
Base Material
Concrete: Normal -weight
Concrete thickness, h (inch): 6.00
State: Cracked
Compressive strength, fc (psi): 4000
LP..v: 1.0
Reinforcement condition: A tension, A shear
Supplemental reinforcement: Not applicable
Do not evaluate concrete breakout in tension: No
Do not evaluate concrete breakout in shear: No
Ignore 6do requirement: Not applicable
Build-up grout pad: No
Base Plate
Length x Width x Thickness (inch): 4.00 x 12.00 x 0.50
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines imust be checked for plausibility.
Simpson Strong-Ti., !', ,: n; „ !: - . 5955 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Design Maps Summary Report
Page 1 of 2
ELMS Design Maps Summary Report
User -Specified Input
Report Title Fosteria
Tue February 3, 2015 17:27:27 UTC
Building Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available In 2008)
Site Coordinates 47.48°N, 122.281W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
51111 r1�1 I ' Ii '
:I
I:
Vashon
a.
mapquest
USGS-Provided Output
Ss = 1.492 g
S, = 0.559 g
'I I�
�00, � EASE lientl
�� _ HlgNlands
itQtl `.
B
�l
S,, = 1.492 g Sos = 0.995 g
Sm, = 0.838 g Sol = 0.559 g
@ MapQuest..
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
MCC, lesponse Spectrum
1.ss
1.50
1,3
1.Z0 -
1.05
0.90
[A 0.75
0.r,0
0`5 T
0.30 gp
0.15
0.00-1
O.Oo 0.2o n �ip rt cn -] 69 1 OU 1.'20 1.Ao 1.co L.So z.00
1,04!rifod, r (srsc)
Design Response Spectrum
1.10
1.Oo
0-90
OM
0.70
Q� 0.60
to 0_50
0.4p
0. 3o
0.20
0.10
0.00
0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.0 1.90 2.00
Perlod. T (gecl
1,�-t,•,•//Al„•,1 ...o�,-th.,,,�1.�..., „��.�(.,,.,/ranoirt,�n�o,�olne/�m•nmarc� r,l•�r�7tan�r�lafa-minimalR��atifiu� 7/'�/7(11 5
C T 180 Nickerson St.
Suite 302
� ��/ZGJr' Gf{TJ/L� G.
Seattle, WA
Project:
Date: Z�Z Z!i/ S 98109
(206)285-4512
Client: rAX:
Page Number: (2061 2as.nAi a
t C T
1 N 0.
Project: �ll�iJD�2/If ��fujT Gf{v/L�
Client:
A/AW N-4 S CX,?k/a 57-A w1/..
Date: Z�
Page Number:
Zvi S
Olt il0/J B rLe)j'o4'✓ GLr*I/JCS Oxwo i //JS/Vd m O.di; /ye
l N _ / ,t
180 Nickerson St.
Suite 302
Seattle, WA
98109
(206)285-4512
FAX:
(206)285-0618
Structural Engineers
INC. Project: ,ot:2%)5ro&/A— r/ A S% e lA914!'��C
Date:
Client:
.. !-ems
rye ram+
sip$
zf ZIZo/s
Page Number:
180 Nickerson St.
Sulte 302
Seattle, WA
98109
(206) 285-4512
FAX:
(206)285-0618
T/ r-&7Q AV s. M '6W1 VP1
STnrive, P3�v, to ` A&C eavlve-e-noiJ .
♦ � T7oN i
Structural Engineers
180 Nickerson St.
A C T Suite 302
Seattle, WA
cos_.5r' G oic c� 41) Zap 206) (
8109
Project: Date: 20G) 2854512
PAX:
Client: Page Number: (206) 285.0618
i nralff/05-,�„�a gig.
�11 GatVL r-1.b0 9 --
)
nb ��aa12 GaiJi►�G2TJr�N
3-r
RtAx rh 47mvm - fiyrj'+'1 et34 �=� _ �& e,0
2-, R7V4#VrL .130t-13 151,4- ;r7nmf IS
m w m tea yr =
,al ca1c rx*,T-rv7e.- rno owwr /j,#T" >io 'ova>L ewr ll ,o Vv"
WA 00 6W Aw S ee*r1 owil 0?21
Strurtural Engineers
of Tukwila
Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
2/2/2016
JAN GREENS
631 STRANDER BLVD, STE 860
TUKWILA, WA 98188
RE: Permit No. D15-0099
FIRST CHOICE
4471 S 134TH PL
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 3/14/2016.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address
your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 3/14/2016, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
0" ,�1�4
Rachelle Rip�ey
Permit Technician
File No: D15-0099
6300 Southcenter Boulevard Suite #100 0 Tukwila, Washington 98188 e Phone 206-431-3670 e Fax 206-431-3665
PERMIT COORD COP`,
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0099
PROJECT NAME: FIRST CHOICE
SITE ADDRESS: 4471 S 134TH PL
X Original Plan Submittal
Response to Correction Letter # 1
DEPARTMENTS:
As NG�--
Building Division
.u4 ww �1�
DATE: 05/04/15
Revision # before Permit Issued
Revision # after Permit Issued
Nhn kyp 0
Fire Prevention E3
cL 14 �
g
Plannin Division
Public Works M Structural ❑ Permit Coordinator ❑
PRELIMINARY REVIEW: DATE: 5/5/2015
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 6/2/2015
Approved ❑ Approved with Conditions ❑
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
CRESSY DOOR CO INC
Page 1 of 2
Home lnicio en Espanol Contact.
Safety
Washington State Department of
Labor & Industries
CRESSY DOOR CO INC
Owner or tradesperson
Principals
WITTERS, RICHARD W
FERRER, R GEORGE
Doing business as
CRESSY DOOR CO INC
WA UBI No.
578 049 740
License
Search L&I r
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PO BOX 55649
SHORELINE, WA98155-0549
206-632-0533
KING County
Business type
Corporation
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
..........................................................................
Meets current requirements.
License specialties
GENERAL
License no.
CRESSDC370NT
Effective — expiration
08/30/1963-11/25/2016
Bond
................
OLD REPUBLIC SURETY CO
$12,000.00
Bond account no.
YLI244969
Received by L&I
Effective date
11/21/2007
01/01/2003
Expiration date
Until Canceled
Insurance
...........................
Ohio Security Ins Co
$1,000,000.00
Policy no.
BKS55811544
Received by L&I
Effective date
09/09/2014
09/12/2013
Expiration date
09/1212015
Insurance history
Savngs
........i.........
No savings accounts during the previous 6 year period.
Lawsuits ag_ainstthe„bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax
debts
No&tax de..b.
ts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=578049740&LIC=CRESSDC37ONT&SAW= 6/1/2015
RE\&WED FOR
)DE COMPLIANCE
SCALE: 1*=60'
RK BUILDING wC*
i PL
98168
AREA OF WORK
PLANTER
BUILDING PLAN
, 6' NEW C8x13.7
PANEL
NEW SIMPSON TITEN-HD AT 24*OC
EMBEDMENT 4*
a.
A
SCALE: 3/4' = l'-O*
vCL
NEW OPENING
TYPICAL CHANNEL
❑1 AT TOP OF OPENING
MAY 18 2015
R
OPIumbina
n )nnn i
GoogI� feet'wth
Wu feet!
No changes shall be made to the scope
SCALE: Nllermit No. of ivork without prior approval of
Iding Division.
i n
review approval is subject to enirs and
o*%. PLAN r r,'-submittE!I
oval of construction documents does not authorize -Q
the violation of any ad ed or ordinance. Receipt
of approved Field ditions, is acknowledged:
R E I V E 0
By: CITY OF TUKWILA
Date: MAY G 4 2015
City of Tukwila PERMIT CENTER 4VP
BUILDING DIVISION
I CT PROJECT NAME First Choice— Fostoria Park Bldg. "C" PROJECT NO. 15023
INC.
Structural Engineers 4471 S 134th PI Tukwila, WA 98168 SCALE AS NOTED
180 Nickerson Street Suite 302 Seattle, WA 98109
206.285.4512 (V) 206.285.0618 (F) DATE 04/30/15 PACE: S1.0_
a
_A.
STRUCTURAL NOTES
01000: GENERAL REQUIREMENTS
THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY
DISCREPANCY FOUND BETWEEN THE -DRAWINGS, NOTES, SPECIFICATIONS, SITE
CONDITIONS, AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT
WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER
DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK.
REFER TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS,
AND DIMENSIONS NOT SHOWN. CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES
ETC. NOT SHOWN.
THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR
TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED
DURING ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE
WALLS ARE PROPERLY SUPPORTED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE
CONTRACTOR SHALL -BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION,
SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES.
CALL THE UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-424-5555.
01100: CODE REQUIREMENTS
ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2012 INTERNATIONAL
BUILDING CODE AS ADOPTED BY THE CITY OF SEATTLE, WASHINGTON.
01200: DESIGN LOADS
ROOF LIVE LOADS
ROOF (SNOW)
25 PSF
SNOW LOAD DESIGN DATA:
Pg = 25 PSF, Pf = 16 PSF, Ce = 0.9, Is = 1.0, Ct = 1.0,
WIND DESIGN DATA:
BASIC WIND SPEED:
WIND IMPORTANCE FACTOR:
WIND EXPOSURE:
TOPOGRAPHIC FACTOR
INTERNAL PRESSURE COEFFICIENT:
COMPONENT/CLADDING WIND PRESSURE:
EARTHQUAKE DESIGN DATA:
SEISMIC IMPORTANCE FACTOR:
RICK CATEGORY:
SPECTRAL RESPONSE ACCELERATIONS:
SITE CLASS:
SPECTRAL RESPONSE COEFFICIENTS
SEISMIC DESIGN CATEGORY:
I14 BASIC FORCE RESISTING SYSTEM:
WOOD LEVELS
ANALYSIS PROCEDURE:
CT — MRINC.
Structural Engineers
180 Nickerson Street Suite 302 Seattle, WA 98109
206.285.4512 (V) 206.285.0618 (F)
110 MPH (LRFD) (3—SECOND GUST)
IW = 1.0
EXPOSURE B
KT = 1.00
GCPI = +/— 0.18
P(C) = 40 PSF (LRFD)
le = 1.0
Ss = 1.49 S1 = 0.56
SITE CLASS D
SDS = 0.995 SD1 = 0.56
SEISMIC DESIGN CATEGORY D
BEARING WALL SYSTEM
EQUIVALENT LATERAL FORCE
PROJECT NAME
Iwo
APPROVED
MAY 18 2015
RAL STEEL
DESIGN, SFABRI CAT ON, AND ERECTION OF STRU TURae44T(A IL�BE I N
ACCORDANCE WITH THE LATEST EDITION OF THE G. GIO TEEL
CONSTRUCTION "AISC SPECIFICATION FOR DESIGN, F I ,!�ECTION
OF STRUCTURAL STEEL FOR BUILDINGS". MATERIALS SHALL BE IN ACCORDANCE
WITH THE FOLLOWING:
STRUCTURAL W SHAPES
S, M, AND C SHAPES
STEEL ANGLES
PLATE MATERIAL
STRUCTURAL PIPE
STRUCTURAL TUBE
HEADED STUDS
WELDING ELECTRODES
HIGH STRENGTH BOLTS
ANCHOR BOLTS
WOOD CONNECTION BOLTS
ASTM A-992
Fy = 50
KSI
ASTM A-36
Fy = 36
KSI
ASTM A-36
Fy = 36
KSI
ASTM A-36
Fy = 36
KSI
ASTM A-53 GRADE B
Fy = 35
KSI
ASTM A-500 GRADE B
Fy = 46
KSI
ASTM A-108
E70—XX
ASTM A-325N BEARING TYPE (SNUG TIGHT)
ASTM A-307 OR ASTM A-36
ASTM A-307
ALL WELDING SHALL CONFORM TO THE AWS D1-1 "STRUCTURAL WELDING CODE".
ALL WELDING SHALL BE PERFORMED BY A WASHINGTON ASSOCIATION OF BUILDING
OFFICIALS (WABO) AND AMERICAN WELDING SOCIETY (AWS) CERTIFIED WELDERS.
ALL COMPLETE PENETRATION (CP) WELDS SHALL BE ULTRASONICALLY TESTED.
ALL FILLET WELDS SHALL BE VISUALLY INSPECTED.
STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT
DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A-123.
ALL FIELD WELDS EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH APPLIED
ZINC —RICH PAINT COMPLYING WITH ASTM A-780.
03162: ADHESIVE ANCHORS IN CONCRETE
ALL ADHESIVE ANCHORS SHALL BE ICC APPROVED AND INSTALLED PER ICC
EVALUATION REPORT REQUIREMENTS. BOLT SPACING AND EMBEDMENTS SHALL
BE AS DESIGNATED ON THE DRAWINGS TYPICAL, UNLESS NOTED OTHERWISE.
ALL ADHESIVE ANCHORS SHALL BE INSTALLED WITH CONTINUOUS INSPECTION
PER THE INSPECTION SCHEDULE ON SHEET S1.01, U.N.O..
ADHESIVE ANCHORS IN CONCRETE SHALL BE THE FOLLOWING TYPES OR A
PREAPPROVED EQUAL;
POWERS PURE 110+ (ICC ESR-3298)
POWERS PE 1000+ (ICC ESR 2583)
POWERS AC 100+ GOLD (ICC ESR-2582)
BOLT SIZE MI NI MUM EFFECT VE EMBEDFj,,).0.
1/2" DIA. OR #4 REBAR 4" CITY OF TUJJKWILA
ED
5/8" DIA. OR #5 REBAR 5"
3/4" DI A. OR #6 REBAR 6"
MAY 0 4 2015
PERMIT CENTER
First Choice— Fostoria Park Bldg. "C" PROJECT NO. 15023
4471 S 134th PI Tukwila, WA 98168 SCALE AS NOTED
04/30/15 1.,P4G-F,: _ � A ,,, S2,0