HomeMy WebLinkAboutPermit D16-0182 - DIN TAI FUNG - TENANT IMPROVEMENTDI N TAI FU NG
21 SOUTHCENTER MALL
D 16-0182
� 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.sov
DEVELOPMENT PERMIT
Parcel No: 9202470130
Address: 21 SOUTHCENTER MALL
Project Name: DIN TAI FUNG
Owner:
Name: WESTFIELD PROPERTY TAX DEPT
Address: PO BOX 130940 , CARLSBAD, WA,
92013
Contact Person:
Name: SERGIO CHIN-LEY
Address: 1516 MELROSE AVE #200 , SEATTLE,
WA, 98122
Contractor:
Name: T C I INC
Address: 13500 BEL RED RD, SUITE 9,
BELLEVUE, WA, 98005
License No: TCIIN**07700
Lender:
Name: DIN TAI FUNG
Address: 700 BELLEVUE WAY NE #280 ,
BELLEVUE, WA, 98004
DESCRIPTION OF WORK:
Permit Number: D16-0182
Issue Date: 9/26/2016
Permit Expires On: 3/25/2017
Phone:(206)938-1501
Phone:(425)454-5310
Expiration Date: 9/10/2017
TENANT IMPROVEMENT - NEW RESTAURANT IN EXISTING RESTAURANT USE SPACE. WORK TO INCLUDE NEW
KITCHEN, DINING ROOM, BAR AND BATHROOMS.
Project Valuation: $1,200,000.00 Fees Collected: $15,956.02
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: IIB Occupancy per IBC: B
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition: 2015 National Electrical Code: 2014
International Residential Code Edition: 2015 WA Cities Electrical Code: 2014
International Mechanical Code Edition: 2015 WAC 296-466: 2014
Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015
International Fuel Gas Code: 2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
PermitCenterAuthorizedSi nature: ��-��"v Date: ��d—Li—( f�
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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�ermit and agree to the conditions attached to this permit.
'L%7/�//a��� "II � /�r-/l/� i' -
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Date: � ��� `%�
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 CbNDITIONS:
4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All
Purpose" (3A, 406:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied.
Hangers or brackets shall be securely anchored to the mounting surface in accordance with the
manufacturer's instaliation instructions. Portable fire extinguishers having a gross weight not exceeding 40
pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-
held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that
its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the
bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC
906.9)
2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shall be along normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (IFC 906.5)
3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall be emptied and
subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge
or effort. (IFC 1008.1.8.3 subsection 2.2)
6: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
7: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of
egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path
of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point
in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign,
whichever is less, from the nearest visible exit sign. (IFC 1011.1)
8: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high
with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have
letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing
between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in
section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to
their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible
when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign,
the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6)
9: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall
comply with the requirements of this section. Aisles or aisle access ways shall be provided from all
occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or
equipment. The required width of aisles shall be unobstructed. (IFC 1017.1)
10: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more
and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit
hardware. (IFC 1008.1,10)
11: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than
90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency
power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3)
12: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space
posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted
signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized
agent. (IFC 1004.3)
13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of
egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and
a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A
maximum-to-minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1)
17: Fire protection systems shall be maintained in accordance with the original installation standards for that
system. Required systems shall be extended, altered or augmented as necessary to maintain and continue
protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems
shall be done in accordance with applicable standards. (IFC 901.4)
15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department
review and approval of drawings prior to installation or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
18: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of
N.F.P.A. 72 and City Ordinance #2437.
20: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
19: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2437) (IFC 901.2)
21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
23: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that
set forth in Table No. 803.9 of the International Building Code.
24: Post address on storefront per approved Westfield standards.
25: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and
other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with
NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be
tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be
noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to
the fire code official upon request. (IFC 807.1, 807.2)
16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureauat(206)575-4407.
28: ***BUILDING PERMIT CONDITIONS***
29: 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.
30: 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.
31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay
bracing.
33: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
34: All food preparation establishments must have Seattle/King County Department of Public Health sign-off
prior to opening or doing any food processing. Arrangements for final Health Department inspection shall
be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least
three working days prior to desired inspection date. On work requiring Health Department approval, it is
the contractor's responsibility to have a set of plans approved by the agency on the job site.
35: Ail rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed in the State of Washington. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
36: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
37: 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.
38: 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).
39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
40: 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.
41: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0611 EMERGENCY LIGHTING
1400 FIRE FINAL
0409 FRAMING
0606 GLAZING
0406 SUSPENDED CEILING
CITY OF TUKy, .A
Community Development Department
Public Works Departn�ent
Per�»it Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.Tukwi 1 aW A. gov
Building Per�«it No. j/ �(/� —'
Project No.
Date Application Accepted: � ''
Date Application Expires: ��j��j'VJ,�
use
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**
SITE LOCATION
King Co Assessor's Tax No.:�2 ��7 �" b� 3�
Site Address: �� �� 11�t Gfi(/1 �/� ��Z Suite Number: Floor:
Tenant Name: �iN �r �vlJ� New Tenant: �....Yes ❑..No
PROPERTY OWNER
Name: ��1 i� ��/J /E%�'t%��.�
Address: 2� G ST �- ��%�
r�
City: State: � Zip:9'g��
CONTACT PERSON — person receiving all project
communication
Name: �F�F3�G �' �lV �,., � 11/
���,�
Address: /sl ����� �� � �jD
f
City: Gi�"r� State: `, rn Zip���2
v`6r/
Phone:� �37 ��� Fax:
Email: $�jQ6lo L° �/N��%�E�r� �
GENERAL CONTRACTOR INFORMATION
Company Name: �
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
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ARCHITECT OF RECORD
Company Name: C� Q d
�� rf
Architect Name:��U� S /
!�
Address: �yl� �6'E /� l�/%%� �0
City: ��j� State: Gc�. Zip���Z
Phone: ��i/ p13� �fp/ Fax:
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EmaiL• �O�fit/v Gf/AU(�/ieE�f-LE � �YYf
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:
Page 1 of 4
BUILDING PERMIT INFORMATIC 206-431-3670
Valuation of Project (contractor's bid price): $�� !�� M� Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
7�ur r�ra�E'�� , �tP.w rQ�u��" r� .eX,stih� ri°.s�-�'•fi L�e .sPk ce .
�-�- fo � �-� �,�, �, '�:�.�, d���� •�-,�. 6�, ���n� -
Will there be new rack storage? ❑.....Yes �.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Addition to Type of Type of
Existing Construction per Occupancy per
Existin Interior Remodel Structure New 1BC IBC
1'` Floor �y��� �.�, ry � � � �
�/ U
2" Floor
3` 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 q}ae of the dwellings as his or her primary residence.
!/N� wE�F<� /�tAus P�'trl��tlZs CGfl.�S .
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑....... Yes �'....... 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
1/' "yes', attad� list of materials and storage locations o�i a separate 8-1/2 " x 11 " paper including quantilies and Mnterial Sarety Dala 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.
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PUBLIC WORKS PERMIT INFC :ATION - 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
❑ ...Water Availabiliry Provided
Sewer District
...Tukwila ❑...Valley View ❑ .. Renton
❑ ...Sewer Use Certificate ❑...Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Seatic Svstem•
❑ 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 aoalvl:
❑...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s)
N��
Proposed Activities (mark boxes that applv):
0...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No 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
■
■
■
■
m
���
❑ .. Geotechnical Report
❑ .. Maintenance Agreement(s)
❑ ...Traffic Impact Analysis
❑ ...Hold Hannless — (SAO)
❑ ...Hold Harmless — (ROW)
❑.. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
Abandon Septic Tank
Curb Cut
Pavement Cut
Looped Fire Line
�
❑ ...Permanent Water Meter Size... " WO #
❑ ...Temporary Water Meter Size .. " WO #
❑ ...Water Only Meter.Size............ " WO #
❑ ...Sewer Main Extension .............Public ❑ Private ❑
❑ ...Water Main Extension .............Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line _
❑ ...Water ❑ ...Sewer
Monthly Service Billin�
Name:
Mailing
Water Meter RefundBilline:
Name:
Mailing Address:
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size "
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
H:Wpplications\Fomu-Applice�ions On Linc�201 I Applications\Pcmiil Applica�ion Rcviscd - 8-9-I Ldocx
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Day Telephone:
City
Day Telephone:
City
State Zip
State Zip
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 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 OWNER OR AUTHORIZED AGENT:
Signature: � Date: 6 � � ' !�'
Print Name: $�R�ta �(� �
MailingAddress: �'S`� ���OS�' �Y� �G/7� 2OV
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Day Telephone:
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State Zip
Page 4 of 4
Date Paid: Thursday, March 23, 2017
Paid By: JAMES GROENINK
Pay Method: CREDIT CARD H80985
Printed: Thursday, March 23, 2017 3:39 PM 1 of 1
SYSTEMS
Date Paid: Monday, September 26, 2016
Paid By: TCI INC
Pay Method: CHECK 062527
Printed: Monday, September 26, 2016 2:16 PM 1 of 1
SY57EM5
Date Paid: Tuesday, June 28, 2016
Paid By: SERGIO CHIN LEY
Pay Method: CREDIT CARD 05388D
Printed: Tuesday, June 28, 2016 12:25 PM 1 of 1
SY57EM5
INSPECTION RECORD
�� Retain a copy with permit ��"�����
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter B(vd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
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ns:
Appr�oved per applicabie codes
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nspector:
1 ? p•
ne No:
� Gorrections required prior co approval.
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Galt to schedute reinspection.
1NSPECTION RECORD
Retain a copy with permit ��� ��� ��'
INSPECTION N0. PERMIT N0.
CITY �E TUKWIL.A BUILDING DIVISION
6300 Southcenter Blvd., #100, iukwila. WA 98188 (Z06) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per appticable codes. � Corrections required p�ior to approval.
CO M M ENTS:
�or � r�
nspector:
Date: � �Q .�7.
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
� 1NSPECTION RECORD
Retain a copy wit�h permit �� ��`�l� �.
INSPECTION N0. PERMIT N0.
CITY OF TUKWII.A BUILDING DtVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per appiitable codes. �Gorrections required prior to approval.
'�.5 : f�/9�f9L�' �'//C�,�' , f U,/3LI C!.�/C��!`:S�_� D�'
� �
��-R ��yt/'� � �/G,/tT/N G-, �`F`'j4i N K�f i?�',, s'�ft�
-� ,
�" � 1�1-� c- �� �KPt.�7� �,�"�� ,��`i l�/�
t�`L,� '
nspector:
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at b300 Southcenter �tvd.. Suite 100. Catl to schedute reinspection.
INSPECTION RECORD j
� Retain a copy with permit ��� b���'
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISI�N �
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (205) 431-3670
Permit Cnspection Request Line (206) 438-9350
� REINSPECTION FEE REQUIRED. Prior ta next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection.
INSPECTlON RECORD
� Retain a copy with permit Df(P -l�l��.
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISI�JN
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: Type of Inspection:
DfN �r/t�! 9�UNf�- �`'fi.�"P�/1�l��D C.�'�L/NCr
Address: Date Called:
0`2/ sou��N�'� �1�c.-
Special Instructions: Date Wanted: a.
�-17-�'7 �.m.
Requester:
Phone No:
1,�,��C�� �—«—i � �ua.G- �" �—�7 �y I
� REINSPECTtON FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. CaU to schedute reinspection.
�, INSPECTION RECORD
Retain a copy with permit 14'` ��g�'
INSPECTION N0. PERM(T N0.
CITY fJF TUKWILA BUILDING DIVISI�N
6300 Southcenter Bivd., #100, Tukwila: WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
Project: Type of Inspection:
1�/N `r/�-/ F�i/��s- /Jx�-
Address: Date Catled:
�. ! �"o,�G��"� /�'l�-t-z.
Special Instructions: Date Wanted: a.m.
� --d�.�-j7 p.m.
Requester: ���
Phone No:
�Approved per applicable codes. � Corrections required p�ior to approval.
COMMENTS:
� - ���f�/�--
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedute reinspection.
� INSPECTION RECORD ����1�, �
Retain a copy with permit �
INSPECTION N0. PERMIT N0.
CITY (3F� TUKWI�A BUILDING DIVISION �
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Correciions required prior to approvai.
� paid at 6300 5outhcenter Blvd., Suite 100. Catt ta schedule reinspection.
INSPECTION RECORD �
� Retain a copy with permit ��� ����� •
INSPECTION N0. PERMIT N0.
C1TY OF TUKWILA BUILDING DIV1514N
6300 Southcenter Bivd., #100, 1'ukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Appr�oved per applicabie codes. � Corrections required prior to approval.
COMMENTS:
1 ,� / S?'h L �r� �N S�✓ Ox�' 1�
A� �i
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at b300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection.
1NSPECTION RECORD
�`
� Retain a copy with permit ���" ���� �'
I CTION N0. PERMIT N0.
CITY OE TUKWILA BUILDING DiV1514N �
6300 Southcenter Bivd., #100,'tukwila. WA 98188 (206) 431-367Q
Permit Inspection Request Line (206) 438-9350
� Approved per appiicable codes. � Correciions requi�ed prior to approval.
Iinspector: /�� � �Date. �/ f�/�,� I
j
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at b300 5outhcenter Blvd., Suite 100. Calt to schedute reinspection.
INSPECTION RECORD � �`
`� Retain a copy with permit ���`^ d���
INSP CTION N0. PERMIT N0.
CiTY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Corrections required prior to approval.
L� paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection.
� INSPECTION RECORD
Retain a copy with permit �1�� �C��
INSPECTION N0. PERMIT N0.
CITY UF TUKWILA BUILDING DIVISION .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
� Appr�oved per applicabie codes. � Gorrections required prior to approval.
COM M ENTS:
�'f� �' nv�.�
I � C��L I►( �- �t=r � �'
�, �, �- �
� REINSPECTION FEE REQUIRED. Prior io next inspection, fee must be
paid at 6300 Southcenter Btvd., Suite 100. Call to schedute reinspection.
INSPECTION'RECORD
� Retain a copy with permit ��������
INSPECTION N0. PERMfT N0.
CITY OF TUKWILA BUILDING DIVISION �
6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
� Approved per applicable codes. � Gorrectians required prior to approvai.
C(?MMENTS:
DR�P s�;�Fc�r� � � � ��
� I Date: �,� ,7� � 7
� REIIVSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at b300 Southcenter Slvd., Suite 100. Call to schedule reinspection.
��
�
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
/
� ..� � {a r � �� (� �
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Proje�t: Type of Inspection:
� ( w1 `�� �/a G� ,�i r�' �ir�./l�--�-
Address: /� j � G ��
Suite #: ( � �--
Special Instructions:
Approved per applicable codes.
Contact Person:
Phone No.:
� Corrections required prior to approval.
COMMENTS: �
�--' (C�-'' ��/�•/�1' �?�/v�- �U
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Needs Shift Inspection: � `� Sprinklers: �-
Fire Alarm: E S Hooc� & Duct: �
Monitor: � 1 � Pre-Fire: N�
Permits: Occupancv Tvpe:
�
Inspector: ��� ��- Date: �-�2i f� �..r- Hrs.: f
� , � .
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn :
Address:
Word/Inspection Record Form.Doc
Company Name:
State:
3/14/14
.,
�
Zlq:
T.F.D. Form F.P. 113
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INSPECTION NUMBER
INSPECTION RECORD
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PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
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Needs Shift Inspection: � Sprinklers: �
Fire Alarm: Y�S Hood & Duct: ��
Monitor: v • � Pre-Fire: �'V�1�
Permits: Occu anc T pe: -
Inspector: ,�-��if� '�G� _ Date: �;=�t�� j� Hrs.: �
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billin Address
Attn:
Address:
Name:
State:
Zi
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
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PERMIT NUMBERS
CITY OF�UKWILA FIRE DEPARTMENT
206-575-4407
Project: � _ t / � �U� � Type of Inspe � �,n\:��
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Address: J� �G � Contact Person`: J /
Suite #: l(� � J1/1 i� ��i�
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COMMENTS:
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Monitor: Pre-Fire: /���'OS
Permits: Occu anc T e: -�2
1
Inspector: Date: /fI j Hrs.: L-
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn :
Address:
Word/Inspection Record Form.Doc
� Company Name:
State:
3/14/14
�
T.F.D. Form F.P. 113
INSPECTION RECORD D+�— C�I ���
� Retain a copy with permit
«- S—� �
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: Type of Inspection:
� ��°� \ � +�.�— � �1 ��'2�
Address: Contact Person:
Suite #: ��j� �jC. «� '�
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Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
Inspector: �� /�15 3 Date: Hrs.:
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billin Address
Attn: Company Name:
Address:
State:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
�
INSPECTION RECORD �� I�'.-� � ��!-
_
Retain a copy with permit
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INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: Type of Inspection:
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Address: Contact Person:
SU It2 # . ��j � � C.� r �� '� �..�
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Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
Inspector: i�1N�
Date:
H rs..
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Address:
Comnanv Name:
State:
Zin:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
� P Sl�'I �b I(o -� I� Z
CONSULTING ENGINEERS � �
Structural Drawings and Calculations for
Din Tai Fung
Tenant Improvement
Westfield Southcenter Mall
2800 Southcenter Mall
Seattle, WA 98188
r. _
REVIEWED FQR
�UDE COMPLIANCE
APPROVED
�' MAR � �, 2011
March 2017
PSM #16158
�
RECElVED
CITY OF TUKWILA
MAR 13 2017
PERMiT CENTER
??OO 6"I'H AVENUE, #E�OI W\VW.PS69-EK�GI�EFRS.COM
SEA"1'TLE WASHING"PON �b I21 USA
PHOIVE 20�-62?-4SRO
FAX 2OG-E)2,2-0422
1?J15/2016 Design Maps Summary Report
�� Design Maps Summary Report
User-Specified Input
Building Code Reference Document ASCE 7-10 Standard
(which utilizes USGS hazard data available in 2008)
Site Coordinates 47.45817°N, 122.25494°W
Site Soil Classification Site Class D-"Stiff Soil"
Risk Category I/II/III
� - + ,�
�� � --- ��
� ,�,! ' l �
�•� � f, r
, BUri�n !
' #;� ; * --=�
�f �il�sh� t �
� TACOAIA wn
�` A#tPOAf
, � --,' D�s,M�ina;,
i � � �
, . .
' r
'r '
. ,.
,
�.. f . � � ,. . L _.._. ._.. ___-.__ � __�.
USGS-Provided Output
LD KlNG
A 1NT1
�
'99
� �f � . n.
� � . ,,
; .r
� '� M�pte va�llr� � •H�
�)� C�
/� �_ i •1 Stti.,
(; ��`"; ��
� '''�ien� -_.
�
� - -�a�cins�t�n. _ __-
SS = 1.453 g SMS = 1.453 g Sos = 0.969 g
S1 = 0.542 g SM1 = 0.812 g Spl = 0.542 g
For information on how the SS and 51 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.
MCER Response Spectrum
1.65
1.50
1.35
1.20
i.os
�
� 0.90
y 0.75
0.60
0.45
0.30
0.15
0.00
0.00 O.ZO 0.40 0.60 0.80 1.00 1.20 1.�0 1.60 1.90 2.00
Period, T (sec)
Design Response Spectrum
i.io
1.00
0.90
O.BO
a.1a
O� 0.60
y 0.50
0.�0
0.30
0.20
0.10
0.00
O.OQ 0.2Q 0.�0 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00
Period, T (sec)
For PGAM, T�, CRS, and CR, values, please view the detailed reoort.
Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the
accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge.
http://earthquake.usgs.gov/designm aps/us/sum m ary.php?tem plat� m inimal&Iatitude=47.45817471967875&longitude=-12225493588916146&siteclass=3&riskc... 1/1
PSM �oB: ���. � �.� � �r �-�^
DATE: � Z� � BY:
CONSULTING ENGINEERS �.
SUBJECT:
2200 SIXTH AVENUE, SUITE 601, SEATI-LE, WASHINGTON 98121
OFFICE 206.622.4580 www.psm-engineers.com
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CONSULTING ENGINEERS
2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 9812�
OFFICE 206.622.4580 www.psm-engineers.com
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DATE: I LJ ' �C� BY:
SUBJECT:
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Steel Beam File=l:Wobs12 01 611 61 5 8--11ENGINE-1\16158.ec6
ENERCALC, INC.1983-2016, Build:6.16.2.t8, Ver:6.162.18
�.�� • • �
Description : g1
CODE REFERENCES
Calculations per AISC 360-10, IBC 2012, ASCE 7-10
Load Combination Set : ASCE 7-10
Material Properties
Analysis Method : Load Resistance Factor Design
Beam Bracing : Completely Unbraced
Bending Axis : Major Axis Bending
Fy : Steel Yield : 50.0 ksi
E: Motlulus : 29,000.0 ksi
� '
�
�
� D 0.040 L 0.080
+
Span = 22.0 ft Span = 13.0 fl
WBx1B WBx18
Appll@d L08dS Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Loads on all spans...
Uniform Load on ALL spans : D= 0.020, L= 0.040 ksf, Tributary Width = 2.0 ft
DESIGN SUMMARY � � - • �
- - - ._. _ - .. -- ----------------------..__ ..............._._......_.................._.._
Maximum Bending Stress Ratio = 0.309: 1 Maximum Shear Stress Ratio = 0.046 : 1 �
Section used for this span W8X18 Section used for this span W8x18 �
Mu : Applied 8.264 k-ft Vu : Applied 2.586 k
Mn ' Phi : Allowable 26.727 k-ft Vn " Phi : Allowable 56.166 k ;
Load Combinaticx�1.20D+0.50Lr+1.60L+1.60H, LL Comb Run (L`) Load Combinatic�i1.20D+0.50Lr+1.60L+1.60H, LL Comb Run (LL) �
�� Location of maximum on span 9.152ft Location of maximum on span 22.000 ft
Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 I
Maximum Deflection
i Max Downward Transient Deflection 0.148 in Ratio = 1,778>=360
� Max Upward Transient Deflection -0.032 in Ratio = 4,862 >=360
Max Downward Total Deflection 0.243 in Ratio = 1086 >=180 �
Max Upward Total Deflection -0.040 in Ratio = 3884 >=180
--------------- ------- -- ---__...---- ------ ----....
Maximum Forces 8� Stresses for Load Combinations
Load Combina6on Max Stress Ratios Summary of Moment Values Summary of Shear Values
Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi'Mnx Cb Rm VuMax Vnx Phi*Vnx
Dsgn. L= 22.00 ft 1
Dsgn. L= 13.00 ft 2
+1.20D+0.50Lr+1.60L+1.60H, LL Comb
Dsgn. L= 22.00 ft 1
Dsgn. L= 13.00 ft 2
+1.20D�-0.50Lr+1.60L+1.60H, LL Comb
Dsgn. L= 22.00 ft 1
Dsgn. L= 13.00 ft 2
+1.20D+0.50Lr+1.60L+1.60H, LL Comb
Dsgn. L= 22.00 ft 1
Dsgn. L= 13.00 ft 2
+1.20D+�.60L+0.50S+�.60H, LL Comb f
Dsgn. L= 22.00 ft t
Dsgn. L= 13.00 ft 2
+1.20D+1.60L+0.50S+1.60H, LL Comb F
Dsgn. L= 22.00 ft 1
Dsgn. L= 13.00 ft 2
+1.20D+1.60LaU.50S+1.60H, LL Comb F
Dsgn. L= 22.00 ft 1
Dsgn. L= 13.00 ft 2
+1.20D+1.60Lr+U.50L+1.60H, LL Comb
Dsgn. L= 22.00 ft 1
Dsgn. L= 13.00 ft 2
0.122
0.058
0.096
0.066
0.309
0.126
0.298
0.142
0.096
0.066
0.309
0.126
0.298
0.142
0.102
0.055
0.019
0.014
0.029
0.029
0.045
0.019
0.046
0.035
0.029
0.029
0.045
0.019
0.046
0.035
0.017
0.017
3.23
0.36
2.37
2.34
8.26
7.85
0.87
2.37
2.34
8.26
7.85
0.87
2.64
0.89
-3.73
-3.73
-4.20
-4.20
-8.06
-8.06
-9.06
-9.06
-4.20
-4.20
-8.06
-8.06
-9.06
-9.06
-3.51
-3.51
3.73
3.73
4.20
4.20
8.26
8.06
9.06
9.06
4.20
4.20
8.26
8.06
9.06
9.06
3.51
3.51
33.80
70.83
48.71
70.83
29.70
70.83
33.80
70.83
48.71
70.83
29.70
70.83
33.80
70.83
38.22
70.83
30.42 1.44 1.00
63.75 3.00 1.00
43.84 2.08 1.00
63.75 2.08 1.00
26.73 1.27 1.00
63.75 2.10 1.00
30.42 1.44 1.00
63.75 3.00 1.00
43.84 2.08 1.00
63.75 2.08 1.00
26.73 1.27 1.00
63.75 2.10 1.00
30.42 1.44 1.00
63.75 3.00 1.00
34.40 1.63 1.00
63.75 2.68 1.00
1.06
0.81
1.61
1.61
2.54
1.07
2.59
1.98
1.61
1.61
2.54
1.07
2.59
1.98
0.98
0.98
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
56.17
Steel Beam ri�e=r.uoos¢uitintit�ts--i�tn�irvt-intit�ts.ecti
ENERCALC, INC.1983�2016, Build:6.16.2.18, Ver:6.16.2.18
Description : g1
Load CombinaGon Max Stress Ra6os Summary of Moment Values Summary of Shear Values
Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi'Mnx Cb Rm VuMax Vnx Phi'Vnx
+1.20D+1.60Lr+0.50L+1.60H, LL Comb
Dsgn. L= 22.00 ft 1 0.168 0.025 4.48 -0.71 4.71 31.15 28.04 1.33 1.00 1.42 56.17 56.17
Dsgn. L= 13.00 ft 2 0.074 0.015 0.06 -0.71 4.71 70.83 63.75 2.57 1.00 0.82 56.17 56.17
+1.20D+1.60Lr�0.50L+1.60H, LL Comb
Dsgn. L= 22.00 ft 1 0.165 0.026 4.36 -5.03 5.03 33.80 30.42 1.44 1.00 1.43 56.17 56.17
Dsgn. L= 13.00 ft 2 0.079 0.020 0.48 -5.03 5.03 70.83 63.75 3.00 1.00 1.10 56.17 56.17
+1.20D+1.60Lr�0.50W+1.60H, LL Comb
Dsgn. L= 22.00 ft 1 0.105 0.016 2.77 -3.19 3.19 33.80 30.42 1.44 1.00 0.91 56.17 56.17
Dsgn. L= 13.00 ft 2 0.050 0.012 0.31 -3.19 3.19 70.83 63.75 3.00 1.00 0.70 56.17 56.17
+1.20D+1.60Lr�U.50W+1.60H, LL Comb
Dsgn. L= 22.00 ft 1 0.105 0.016 2.77 -3.19 3.19 33.80 30.42 1.44 1.00 0.91 56.17 56.17
Dsgn. L= 13.00 ft 2 0.050 0.012 0.31 -3.19 3.19 70.83 63.75 3.00 1.00 0.70 56.17 56.17
+1.20D+�.60Lr�0.50W+1.60H, LL Comb
Dsgn. L= 22.00 ft 1 0.105 0.016 2.77 -3.19 3.19 33.80 30.42 1.44 1.00 0.91 56.17 56.17
Dsgn. L= 13.00 ft 2 0.050 0.012 0.31 -3.19 3.19 70.83 63.75 3.00 1.00 0.70 56.17 56.17
+�.20D+0.50L+�.60S+1.60H, LL Comb F
Dsgn. L= 22.00 ft 1 0.102 0.017 2.64 -3.51 3.51 38.22 34.40 1.63 1.00 0.98 56.17 56.17
Dsgn. L= 13.00 ft 2 0.055 0.017 0.89 -3.51 3.51 70.83 63.75 2.68 1.00 0.98 56.17 56.17
+1.20D+0.50L+1.60S+1.60H, LL Comb F
Dsgn. L= 22.00 ft 1 0.168 0.025 4.48 -4.71 4.71 31.15 28.04 1.33 1.00 1.42 56.17 56.17
Dsgn. L= 13.00 ft 2 0.074 0.015 0.06 -0.71 4.71 70.83 63.75 2.57 1.00 0.82 56.17 56.17
+1.20D+U.SOL+1.60S+1.60H, LL Comb F
Dsgn. L= 22.00 ft 1 0.165 0.026 4.36 -5.03 5.03 33.80 30.42 1.44 1.00 1.43 56.17 56.17
Dsgn. L= 13.00 ft 2 0.079 0.020 0.48 -5.03 5.03 70.83 63.75 3.00 1.00 1.10 56.17 56.17
+1.20D+1.60S+d.50W+1.60 H
Dsgn. L= 22.00 ft 1 0.105 0.016 2.77 -3.19 3.19 33.80 30.42 1.44 1.00 0.91 56.17 56.17
Dsgn. L= 13.00 ft 2 0.050 0.012 0.31 -3.19 3.19 70.83 63.75 3.00 1.00 0.70 56.17 56.17
+120D+0.50Lr+0.50L+W+1.60H, LL Cor
Dsgn. L= 22.00 ft 1 0.102 0.017 2.64 -3.51 3.51 38.22 34.40 1.63 1.00 0.98 56.17 56.17
Dsgn. L= 13.00 ft 2 0.055 0.017 0.89 -3.51 3.51 70.83 63.75 2.68 1.00 0.98 56.17 56.17
+1.20D+0.50Lr+0.50L+W+�.60H, LL Cor
Dsgn. L= 22.00 ft 1 0.168 0.025 4.48 �.71 4.71 31.15 28.04 1.33 1.00 1.42 56.17 56.17
Dsgn. L= 13.00 ft 2 0.074 0.015 0.06 -4.71 4.71 70.83 63.75 2.57 1.00 0.82 56.17 56.17
+1.20D+0.50Lr�U.50L+W+�.60H, LL Cor
Dsgn. L= 22.00 ft 1 0.165 0.026 4.36 -5.03 5.03 33.80 30.42 1.44 1.00 1.43 56.17 56.17
Dsgn. L= 13.00 ft 2 0.079 0.020 0.48 -5.03 5.03 70.83 63.75 3.00 1.00 1.10 56.17 56.17
+1.20D+-0.50L+U.50S+W+1.60H, LL Con
Dsgn. L= 22.00 ft 1 0.102 0.017 2.64 -3.51 3.51 38.22 34.40 1.63 1.00 0.98 56.17 56.17
Dsgn. L= 13.00 ft 2 0.055 0.017 0.89 -3.51 3.51 70.83 63.75 2.68 1.00 0.98 56.17 56.17
+1.20D+0.50L+0.50S+W+1.60H, LL Cort
Dsgn. L= 22.00 ft 1 0.168 0.025 4.48 -4.71 4.71 31.15 28.04 1.33 1.00 1.42 56.17 56.17
Dsgn. L= 13.00 ft 2 0.074 0.015 0.06 �.71 4.71 70.83 63.75 2.57 1.00 0.82 56.17 56.17
+1.20D+0.50L+0.50S+W+1.60H, LL Cort '
Dsgn. L= 22.00 ft 1 0.165 0.026 4.36 -5.03 5.03 33.80 30.42 1.44 1.00 1.43 56.17 56.17
Dsgn. L= 13.00 ft 2 0.079 0.020 0.48 -5.03 5.03 70.83 63.75 3.00 1.00 1.10 56.17 56.17
+1.20D+9.50Li0.20S+E+�.60H, LL Com
Dsgn. L= 22.00 ft 1 0.102 0.017 2.64 -3.51 3.51 38.22 34.40 1.63 1.00 0.98 56.17 56.17
Dsgn. L= 13.00 ft 2 0.055 0.017 0.89 -3.51 3.51 70.83 63.75 2.68 1.00 0.98 56.17 56.17
+1.20D+9.50L+0.20S+E+�.60H, LL Com
Dsgn. L= 22.00 ft 1 0.168 0.025 4.48 -4.71 4.71 31.15 28.04 1.33 1.00 1.42 56.17 56.17
Dsgn. L= 13.00 ft 2 0.074 0.015 0.06 -4.71 4.71 70.83 63.75 2.57 1.00 0.82 56.17 56.17
+1.20D+0.50L+0.20S+E+1.60H, LL Com
Dsgn. L= 22.00 ft 1 0.165 0.026 4.36 -5.03 5.03 33.80 30.42 1.44 1.00 1.43 56.17 56.17
Dsgn. L= 13.00 ft 2 0.079 0.020 0.48 -5.03 5.03 70.83 63.75 3.00 1.00 1.10 56.17 56.17
+0.90D+Wap.gOH
Dsgn. L= 22.00 ft 1 0.079 0.012 2.07 -2.39 2.39 33.80 30.42 1.44 1.00 0.68 56.17 56.17
Dsgn. L= 13.00 ft 2 0.038 0.009 0.23 -2.39 2.39 70.83 63.75 3.00 1.00 0.52 56.17 56.17
+0.90D+E+0.90H
Dsgn. L= 22.00 ft 1 0.079 0.012 2.07 -2.39 2.39 33.80 30.42 1.44 1.00 0.68 56.17 56.17
Dsgn. L= 13.00 ft 2 0.038 0.009 0.23 -2.39 2.39 70.83 63.75 3.00 1.00 0.52 56.17 56.17
Overall Maximum Deflections
Load Combina6on Span Max. "" Defl Loca6on in Span Load Combination Max. "+" Defl Loca6on in Span
+D+L+#1 1 0.2432 10.120 0.0000 0.000
2 0.0000 10.120 +D+L+H -0.0402 4.992
Vertical Reactions Support nota6on : Far left is #1 Values in KIPS
Load Combinafion Support 1 Support 2 Support 3
Overall MAXimum 1.259 3.190 0.644
Steel Beam
Description : g1
File = I:Uobs12 0 1 611 61 5�-11ENGINE-1\16158.ec6
ENERCALC, INC.19832(116, Build:6.16.2.18, Ver:6.16.2.18
V@I'tIC81 R@8Ct1011S Support nota6on : Far left is #1 Values in KIPS
Load CombinaGon Support 1 Support 2 Support 3
Overall MlNimum -0.029 0.597 -0.003
+D+H 0.517 1.341 0.172
+D+�+H, LL Comb Run (*L) 0.489 1.937 0.644
+D+L+H, LL Comb Run (L") 1.259 2.593 -0.062
+D+�+H, LL Comb Run (LL) 1.230 3.190 0.410
+D+Lr+H, LL Comb Run ('L) 0.517 1.341 0.172
+D+Lr+H, LL Comb Run (L*) 0.517 1.341 0.172
+D+Lr+H, LL Comb Run (LL) 0.517 1.341 0.172
+p+S+H 0.517 1.341 0.172
+D+0.750Lr+U.750L+H, LL Comb Run (' 0.496 1.788 0.526
+D+0.750Lr+d.750L+H, LL Comb Run (L 1.073 2.280 -0.003
+Di0.750Lr+U.750L+H, LL Comb Run (L 1.052 2.727 0.351
+D+0.750L+0.750S+H, LL Comb Run ("10.496 1.788 0.526
+D+-0.750L+0.750S+H, LL Comb Run (L' 1.073 2.280 -0.003
+D+0.750L+0.750S+H, LL Comb Run (LI 1.052 2.727 0.351
+D+U.60W+H 0.517 1.341 0.172
+D+0.70E+H 0.517 1.341 0.172
+D+0.750Lra4.750L+0.450W+#-I,LLCorr0.496 1.788 0.526
+D�0.750Lr+0.750Li0.450W+H, LL Corr 1.073 2.280 -0.003
+D+U.750Lr+0.750L�0.450W+H, LL Corr 1.052 2.727 0.351
+D+0.750L+0.750S+0.450W+H, LL Com 0.496 1.788 0.526
+D+0.750L+0.750S+0.450W+H, LL Com 1.073 2.280 -0.003
+D�-0.750L�U.750S+0.450W+H, LL Com 1.052 2.727 0.351
+D�0.750L+0.750S+0.5250E+H, LL Con 0.496 1.788 0.526
+D�-0.750La0.750S+�.5250E+H, LL Con 1.073 2.280 -0.003
+Di0.750L+0.750S�0.5250E+H, LL Con 1.052 2.727 0.351
+O.60D+O.60W+O.60H 0.310 0.804 0.103
+O.60D+0.70E+O.60H 0.310 0.804 0.103
D Oniy 0.517 1.341 0.172
Lr Only, LL Comb Run ("L)
Lr Only, LL Comb Run (L*)
Lr Only, LL Comb Run (LL)
L Only, LL Comb Run ("L) -0.029 0.597 0.472
L Only, LL Comb Run (L') 0.742 1.252 -0.234
L Only, LL Comb Run (LL) 0.713 1.849 0.238
S Only
W Only
E Only
H Only
Steel Beam
Description : 62
CODE REFERENCES
Calculations per AISC 360-10, IBC 2012, ASCE 7-10
Load Combination Set : ASCE 7-10
Material Properties
Analysis Method : Load Resistance Factor Design
Beam Bracing : Completely Unbraced
Bentling Axis : Major Axis Bending
Fy : Steel Yield
E: Modulus :
File = L:1Jobs1201G11615&-11ENGINE-1116158.ec6
ALC. INC.1983-2016. Build:6.16.2.18. Ver:6.16.2.18
50.0 ksi
29,000.0 ksi
D 0.040 L 0.080
+ �
Span = 17.0 ti Span = 20.0 It Span = 10A ft
W8x18 W8x18 WBx18
L -
Applied Loads
__ _-.._ _ _._. ' _ ____"_"._."_._�_�� __ J
Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Loads on all spans...
Uniform Load on ALL spans : D= 0.020, L= 0.040 ksf, Tributary Width = 2.0 ft
DESIGN SUMMARY � - � •
----- -- - -- --- ---- � -------- ----..._.. ___---,
Maximum Bending Stress Ratio = 0.202: 1 Maximum Shear Stress Ratio = 0.041 : 1
Section used for this span W8X18 Section used for this span W8x18
Mu : Appiied 9.880 k-ft Vu : Applied 2.27g k i
Mn' Phi : Allowable 49.028 k-ft Vn' Phi : Allowable 56.166 k �
Load Combinati�9�.20D+0.50Lr+1.60L+1.60H, LL Comb Run (*"L) Load Combinatieh20D+0.50Lr+1.60L+1.60H, LL Comb Run (*LL�
Location of maximum on span O.00Oft Location of maximum on span 20.00 ft
; Span # where maximum occurs Span # 3 Span # where maximum occurs Span # 2
Maximum Deflection
Max Downward Transient Deflection
Max Upward Transient Deflection
� Max Downward Total Deflection
Max Upward Total Deflection
0.360 in Ratio = 665>=360
-0.187 in Ratio = 1,281 >=360
0.486 in Ratio = 494 >=180
-0.103 in Ratio = 2322 >=180
_.. _--____._.._.._.._-�-.____..._-_-- .._...------- - - -------....-- ---------- ..-------- -,._
I
Maximum Forces 8� Stresses for Load Combinations
Load Combinafion Max Stress Ratios Summary of Moment Values Summary of Shear Values
Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi`Mnx Cb Rm VuMax Vnx Phi�Vnx
+1.40D+1.60H
Dsgn. L= 17.00 ft 1 0.051 0.015 1.84 -2.45 2.45 52.99 47.69 1.63 1.00 0.83 56.17 56.17
Dsgn. L= 20.00 ft 2 0.064 0.016 0.85 -4.06 4.06 70.83 63.75 3.00 1.00 0.89 56.17 56.17
Dsgn. L= 10.00 ft 3 0.083 0.014 -4.06 4.06 54.48 49.03 1.00 1.00 0.81 56.17 56.17
+1.20D+0.50Lr+1.60L+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.069 0.011 2.33 -0.37 2.33 37.46 33.71 1.16 1.00 0.61 56.17 56.17
Dsgn. L= 20.00 ft 2 0.157 0.035 -0.00 -9.88 9.88 70.06 63.05 2.66 1.00 1.98 56.17 56.17
Dsgn. L= 10.00 ft 3 0.202 0.035 -9.88 9.88 54.48 49.03 1.00 1.00 1.98 56.17 56.17
+1.20D�0.50Lr+1.60L+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.087 0.037 0.50 -5.56 5.56 70.83 63.75 2.97 1.00 2.08 56.17 56.17
Dsgn. L= 20.00 ft 2 0.176 0.037 5.39 -5.56 5.56 35.03 31.53 1.33 1.00 2.08 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+0.50Lr+�.60L+�.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.060 0.030 0.97 -3.83 3.83 70.83 63.75 2.69 1.00 1.67 56.17 56.17
Dsgn. L= 20.00 ft 2 0.155 0.041 3.26 -9.88 9.88 70.80 63.72 2.68 1.00 2.28 56.17 56.17
Dsgn. L= 10.00 ft 3 0.202 0.035 -9.88 9.88 54.48 49.03 1.00 1.00 1.98 56.17 56.17
+1.20Da0.50Lr+1.60L+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.143 0.034 5.18 -4.22 5.18 40.21 36.19 1.24 1.00 1.93 56.17 56.17
Dsgn. L= 20.00 ft 2 0.066 0.013 -0.00 -4.22 4.22 70.83 63.75 2.69 1.00 0.73 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+0.50Lr+�.60L+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.172 0.033 5.95 -2.49 5.95 38.40 34.56 1.18 1.00 1.83 56.17 56.17
Dsgn. L= 20.00 ft 2 0.192 0.035 -0.00 -9.88 9.88 57.03 51.33 2.16 1.00 1.98 56.17 56.17
Dsgn. L= 10.00 ft 3 0.202 0.035 -9.88 9.88 54.48 49.03 1.00 1.00 1.98 56.17 56.17
Steel Beam File=L:lJobs�ZOt6\1615&-11ENGINE-1116158.ec6
ENERCALC, INC.19832016, Build:6.16.2.1$ Ver:6.16.2.18
Description : g2
Load Combination Max Stress Ra6os Summary of Moment Values Summary of Shear Values
Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx
+1.20D+0.50Lr+1.60L+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.121 0.039 3.81 -7.68 7.68 70.63 63.57 2.18 1.00 2.19 56.17 56.17
Dsgn. L= 20.00 ft 2 0.158 0.039 4.41 -7.68 7.68 53.89 48.50 2.04 1.00 2.19 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+0.50Lr+1.60L+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.125 0.036 4.47 -5.95 5.95 52.99 47.69 1.63 1.00 2.03 56.17 56.17
Dsgn. L= 20.00 ft 2 0.155 0.039 2.06 -9.88 9.88 70.83 63.75 3.00 1.00 2.17 56.17 56.17
Dsgn. L= 10.00 ft 3 0.202 0.035 -9.88 9.88 54.48 49.03 1.00 1.00 1.98 56.17 56.17
+1.20D+1.60L+0.50S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.069 0.011 2.33 -0.37 2.33 37.46 33.71 1.16 1.00 0.61 56.17 56.17
Dsgn. L= 20.00 ft 2 0.157 0.035 -0.00 -9.88 9.88 70.06 63.05 2.66 1.00 1.98 56.17 56.17
Dsgn. L= 10.00 ft 3 0.202 0.035 -9.88 9.88 54.48 49.03 1.00 1.00 1.98 56.17 56.17
+1.20D+1.60L+0.50S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.087 0.037 0.50 -5.56 5.56 70.83 63.75 2.97 1.00 2.08 56.17 56.17
Dsgn. L= 20.00 ft 2 0.176 0.037 5.39 -5.56 5.56 35.03 31.53 1.33 1.00 2.08 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+1.60L+0.50S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.060 0.030 0.97 -3.83 3.83 70.83 63.75 2.69 1.00 1.67 56.17 56.17
Dsgn. L= 20.00 ft 2 0.155 0.041 3.26 -9.88 9.88 70.80 63.72 2.68 1.00 2.28 56.17 56.17
Dsgn. L= 10.00 ft 3 0.202 0.035 -9.88 9.88 54.48 49.03 1.00 1.00 1.98 56.17 56.17
+1.20D+1.60L+0.50S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.143 0.034 5.18 -4.22 5.18 40.21 36.19 1.24 1.00 1.93 56.17 56.17
Dsgn. L= 20.00 ft 2 0.066 0.013 -0.00 -4.22 4.22 70.83 63.75 2.69 1.00 0.73 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+1.60L+-0.50S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.172 0.033 5.95 -2.49 5.95 38.40 34.56 1.18 1.00 1.83 56.17 56.17
Dsgn. L= 20.00 ft 2 0.192 0.035 -0.00 -9.88 9.88 57.03 51.33 2.16 1.00 1.98 56.17 56.17
Dsgn. L= 10.00 ft 3 0.202 0.035 -9.88 9.88 54.48 49.03 1.00 1.00 1.98 56.17 56.17
+1.20D+1.60L+0.50S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.121 0.039 3.81 -7.68 7.68 70.63 63.57 2.18 1.00 2.19 56.17 56.17
Dsgn. L= 20.00 ft 2 0.158 0.039 4.41 -7.68 7.68 53.89 48.50 2.04 1.00 2.19 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+1.60L+0.50S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.125 0.036 4.47 -5.95 5.95 52.99 47.69 1.63 1.00 2.03 56.17 56.17
Dsgn. L= 20.00 ft 2 0.155 0.039 2.06 -9.88 9.88 70.83 63.75 3.00 1.00 2.17 56.17 56.17
Dsgn. L= 10.00 ft 3 0.202 0.035 -9.88 9.88 54.48 49.03 1.00 1.00 1.98 56.17 56.17
+1.20D+1.60Lr+0.50L+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.049 0.012 1.80 -1.56 1.80 40.50 36.45 1.25 1.00 0.68 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.020 0.24 -5.48 5.48 70.83 63.75 3.00 1.00 1.10 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+1.60Lr+0.50L+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.050 0.019 1.18 -3.18 3.18 70.83 63.75 2.41 1.00 1.08 56.17 56.17
Dsgn. L= 20.00 ft 2 0.073 0.020 2.15 -3.48 3.48 52.70 47.43 2.00 1.00 1.11 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+1.60Lr+0.50L+1.60H, LL Camb
Dsgn. L= 17.00 ft 1 0.042 0.017 1.37 -2.64 2.64 69.46 62.52 2.14 1.00 0.95 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.022 1.51 -5.48 5.48 70.83 63.75 2.89 1.00 1.24 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+1.60Lr+0.50L+1.60H, LL Comb
Dsgn. L= 17.00 ft. 1 0.073 0.019 2.70 -2.76 2.76 42.06 37.85 1.30 1.00 1.09 56.17 56.17
Dsgn. L= 20.00 ft 2 0.055 0.013 0.37 -3.48 3.48 70.83 63.75 3.00 1.00 0.73 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+1.60Lr+0.50L+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.081 0.019 2.93 -222 2.93 39.92 35.93 1.23 1.00 1.06 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.020 -0.00 -5.48 5.48 70.83 63.75 3.00 1.00 1.10 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+1.60Lrt0.50L+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.066 0.021 2.27 -3.84 3.84 65.15 58.63 2.01 1.00 1.16 56.17 56.17
Dsgn. L= 20.00 ft 2 0.065 0.020 1.82 -3.84 3.84 65.42 58.87 2.48 1.00 1.11 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+1.60Lr�.50L+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.069 0.020 2.48 -3.30 3.30 52.99 47.69 1.63 1.00 1.13 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.021 1.14 -5.48 5.48 70.83 63.75 3.00 1.00 1.20 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+1.60Lr�0.50W+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.044 0.013 1.58 -2.10 2.10 52.99 47.69 1.63 1.00 0.71 56.17 56.17
Dsgn. L= 20.00 ft 2 0.055 0.014 0.73 -3.48 3.48 70.83 63.75 3.00 1.00 0.77 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+1.60Lr+0.50W+1.60H, LL Comb
_._._ _
Stee� Beam File=L:\Jobs12016H615&^1\ENGINE-1\16158.ec6
ENERCALC, INC. 19832016, Build:6.16.2.18, Ver.6.16.2.18
�.�� • •
Description : B2
Load Combina6on Max Stress Ratios Summary of Moment Values Summary of Shear Values
Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi'Vnx
Dsgn. L= 17.00 fl 1 0.044 0.013 1.58 -2.10 2.10 52.99 47.69 1.63 1.00 0.71 56.17 56.17
Dsgn. L= 20.00 ft 2 0.055 0.014 0.73 -3.48 3.48 70.83 63.75 3.00 1.00 0.77 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+1.60Lr+0.50W+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.044 0.013 1.58 -2.10 2.10 52.99 47.69 1.63 1.00 0.71 56.17 56.17
Dsgn. L= 20.00 ff 2 0.055 0.014 0.73 -3.48 3.48 70.83 63.75 3.00 1.00 0.77 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+1.60Lr+0.50W+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.044 0.013 1.58 -2.10 2.10 52.99 47.69 1.63 1.00 0.71 56.17 56.17
Dsgn. L= 20.00 ft 2 0.055 0.014 0.73 -3.48 3.48 70.83 63.75 3.00 1.00 0.77 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+1.60Lr+0.50W+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.044 0.013 1.58 -2.10 2.10 52.99 47.69 1.63 1.00 0.71 56.17 56.17
Dsgn. L= 20.00 ft 2 0.055 0.014 0.73 -3.48 3.48 70.83 63.75 3.00 1.00 0.77 56.17 56.17
Dsgn. L= 10.00 fl 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+1.60Lr+0.50W+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.044 0.013 1.58 -2.10 2.10 52.99 47.69 1.63 1.00 0.71 56.17 56.17
Dsgn. L= 20.00 ft 2 0.055 0.014 0.73 -3.48 3.48 70.83 63.75 3.00 1.00 0.77 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+120D+1.60Lr�0.50W+1.60H, LL Comb
Dsgn. L= 17.00 ft 1 0.044 0.013 1.58 -2.10 2.10 52.99 47.69 1.63 1.00 0.71 56.17 56.17
Dsgn. L= 20.00 ft 2 0.055 0.014 0.73 -3.48 3.48 70.83 63.75 3.00 1.00 0.77 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+120D+0.50L+1.60S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.049 0.012 1.80 -1.56 1.80 40.50 36.45 1.25 1.00 0.68 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.020 0.24 -5.48 5.48 70.83 63.75 3.00 1.00 1.10 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+0.50L+1.60S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.050 0.019 1.18 -3.18 3.18 70.83 63.75 2.41 1.00 1.08 56.17 56.17
Dsgn. L= 20.00 ft 2 0.073 0.020 2.15 -3.48 3.48 52.70 47.43 2.00 1.00 1.11 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+0.50L+�.60S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.042 0.017 1.37 -2.64 2.64 69.46 62.52 2.14 1.00 0.95 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.022 1.51 -5.48 5.48 70.83 63.75 2.89 1.00 1.24 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+0.50L+1.60S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.073 0.019 2.70 -2.76 2.76 42.06 37.85 1.30 1.00 1.09 56.17 56.17
Dsgn. L= 20.00 ft 2 0.055 0.013 0.37 -3.48 3.48 70.83 63.75 3.00 1.00 0.73 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+0.50L+1.60S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.081 0.019 2.93 -2.22 2.93 39.92 35.93 1.23 1.00 1.06 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.020 -0.00 -5.48 5.48 70.83 63.75 3.00 1.00 1.10 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+0.50L+1.60S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.066 0.021 2.27 -3.84 3.84 65.15 58.63 2.01 1.00 1.16 56.17 56.17
Dsgn. L= 20.00 ft 2 0.065 0.020 1.82 -3.84 3.84 65.42 58.87 2.48 1.00 1.11 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+0.50L+�.60S+1.60H, LL Comb F
Dsgn. L= 17.00 ft 1 0.069 0.020 2.48 -3.30 3.30 52.99 47.69 1.63 1.00 1.13 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.021 1.14 -5.48 5.48 70.83 63.75 3.00 1.00 1.20 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20 D+1.60 S+0.50 W+� , 60 H
Dsgn. L= 17.00 fl 1 0.044 0.013 1.58 -2.10 2.10 52.99 47.69 1.63 1.00 0.71 56.17 56.17
Dsgn. L= 20.00 ft 2 0.055 0.014 0.73 -3.48 3.48 70.83 63.75 3.00 1.00 0.77 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D�U.50Lr+0.50L+W+1.60H, LL Cor
Dsgn. L= 17.00 ft 1 0.049 0.012 1.80 -1.56 1.80 40.50 36.45 1.25 1.00 0.68 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.020 0.24 -5.48 5.48 70.83 63.75 3.00 1.00 1.10 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+0.50Lr+0.50L+W+1.60H, LL Cor
Dsgn. L= 17.00 ft 1 0.050 0.019 1.18 -3.18 3.18 70.83 63.75 2.41 1.00 1.08 56.17 56.17
Dsgn. L= 20.00 fl 2 0.073 0.020 2.15 -3.48 3.48 52.70 47.43 2.00 1.00 1.11 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+0.50Lr+0.50L+W+1.60H, LL Cor
Dsgn. L= 17.00 ft 1 0.042 0.017 1.37 -2.64 2.64 69.46 62.52 2.14 1.00 0.95 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.022 1.51 -5.48 5.48 70.83 63.75 2.89 1.00 1.24 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+0.50Lr+0.50L+W+1.60H, LL Car
Dsgn. L= 17.00 ft 1 0.073 0.019 2.70 -2.76 2.76 42.06 37.85 1.30 1.00 1.09 56.17 56.17
Stee� Beam File=LWobs1201 611 61 5&-11ENGINE-1116158.ec6
ENERCALC, INC.1983-2016, Build:6.16.2.18, Ver.6.16.2.18
�.�� • •
Description : g2
Load Combination Max Stress Ratios Summary of Moment Vatues Summary of Shear Values
Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi"Vnx
Dsgn. L= 20.00 ft 2 0.055 0.013 0.37 -3.48 3.48 70.83 63.75 3.00 1.00 0.73 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+0.50Lr+0.50L+W+�.60H, LL Cor
Dsgn. L= 17.00 ft 1 0.081 0.019 2.93 -222 2.93 39.92 35.93 1.23 1.00 1.06 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.020 -0.00 -5.48 5.48 70.83 63.75 3.00 1.00 1.10 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D�U.50Lr+0.50L+W+1.60H, LL Cor
Dsgn. L= 17.00 ft 1 0.066 0.021 2.27 3.84 3.84 65.15 58.63 2.01 1.00 1.16 56.17 56.17
Dsgn. L= 20.00 ft 2 0.065 0.020 1.82 -3.84 3.84 65.42 58.87 2.48 1.00 1.11 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+O.SOLr+0.50L+W+1.60H, LL Cor
Dsgn. L= 17.00 ft 1 0.069 0.020 2.48 -3.30 3.30 52.99 47.69 1.63 1.00 1.13 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.021 1.14 -5.48 5.48 70.83 63.75 3.00 1.00 1.20 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+�.pOD+9.50L+0.50S+W+1.60H, LL Cort
Dsgn. L= 17.00 ft 1 0.049 0.012 1.80 -1.56 1.80 40.50 36.45 1.25 1.00 0.68 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.020 0.24 -5.48 5.48 70.83 63.75 3.00 1.00 1.10 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D�0.50L+0.50S+W+1.60H, LL Cort
Dsgn. L= 17.00 ft 1 0.050 0.019 1.18 -3.18 3.18 70.83 63.75 2.41 1.00 1.08 56.17 56.17
Dsgn. L= 20.00 ft 2 0.073 0.020 2.15 -3.48 3.48 52.70 47.43 2.00 1.00 1.11 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+0.50L+0.50S+W+1.60H, LL Con
Dsgn. L= 17.00 ft 1 0.042 0.017 1.37 -2.64 2.64 69.46 62.52 2.14 1.00 0.95 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.022 1.51 -5.48 5.48 70.83 63.75 2.89 1.00 1.24 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+0.50L+0.50S+W+1.60H, LL Con
Dsgn. L= 17.00 ft 1 0.073 0.019 2.70 -2.76 2.76 42.06 37.85 1.30 1.00 1.09 56.17 56.17
Dsgn. L= 20.00 ft 2 0.055 0.013 0.37 -3.48 3.48 70.83 63.75 3.00 1.00 0.73 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+0.50L+0.50S+W+1.60H, LL Cort
Dsgn. L= 17.00 ft 1 0.081 0.019 2.93 -2.22 2.93 39.92 35.93 1.23 1.00 1.06 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.020 -0.00 -5.48 5.48 70.83 63.75 3.00 1.00 1.10 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+0.50L+0.50S+W+1.60H, LL Con
Dsgn. L= 17.00 ft 1 0.066 0.021 2.27 -3.84 3.84 65.15 58.63 2.01 1.00 1.16 56.17 56.17
Dsgn. L= 20.00 ft 2 0.065 0.020 1.82 -3.84 3.84 65.42 58.87 2.48 1.00 1.11 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+0.50LiU.50S+W+1.60H, LL Cort
Dsgn. L= 17.00 ft 1 0.069 0.020 2.48 -3.30 3.30 52.99 47.69 1.63 1.00 1.13 56.17 56.17
Dsgn. L= 20.00 fl 2 0.086 0.021 1.14 -5.48 5.48 70.83 63.75 3.00 1.00 1.20 56.17 56.17
Dsgn. L= 10.00 fl 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+0.50Li-0.20SaE+�.60H, LL Com
Dsgn. L= 17.00 ft 1 0.049 0.012 1.80 -1.56 1.80 40.50 36.45 1.25 1.00 0.68 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.020 0.24 -5.48 5.48 70.83 63.75 3.00 1.00 1.10 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+0.50L�0.20S+E+1.60H, LL Com
Dsgn. L= 17.00 ft 1 0.050 0.019 1.18 -3.18 3.18 70.83 63.75 2.41 1.00 1.08 56.17 56.17
Dsgn. L= 20.00 ft 2 0.073 0.020 2.15 -3.48 3.48 52.70 47.43 2.00 1.00 1.11 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D+0.50L+0.20S+E+1.60H, LL Com
Dsgn. L= 17.00 ft 1 0.042 0.017 1.37 -2.64 2.64 69.46 62.52 2.14 1.00 0.95 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.022 1.51 -5.48 5.48 70.83 63.75 2.89 1.00 1.24 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D+0.50L+0.20S+E+1.60H, LL Com
Dsgn. L= 17.00 ft 1 0.073 0.019 2.70 -2.76 2.76 42.06 37.85 1.30 1.00 1.09 56.17 56.17
Dsgn. L= 20.00 ft 2 0.055 0.013 0.37 -3.48 3.48 70.83 63.75 3.00 1.00 0.73 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D�0.50L+0.20S+E+1.60H, LL Com
Dsgn. L= 17.00 ft 1 0.081 0.019 2.93 -2.22 2.93 39.92 35.93 1.23 1.00 1.06 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.020 -0.00 -5.48 5.48 70.83 63.75 3.00 1.00 1.10 56.17 56.17
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+1.20D�U.50L�0.20S+E+�.60H, LL Com
Dsgn. L= 17.00 ft 1 0.066 0.021 2.27 -3.84 3.84 65.15 58.63 2.01 1.00 1.16 56.17 56.17
Dsgn. L= 20.00 ft 2 0.065 0.020 1.82 -3.84 3.84 65.42 58.87 2.48 1.00 1.11 56.17 56.17
Dsgn. L= 10.00 ft 3 0.071 0.012 -3.48 3.48 54.48 49.03 1.00 1.00 0.70 56.17 56.17
+1.20D�0.50L+0.20S+E+1.60H, LL Com
Dsgn. L= 17.00 ft 1 0.069 0.020 2.48 -3.30 3.30 52.99 47.69 1.63 1.00 1.13 56.17 56.17
Dsgn. L= 20.00 ft 2 0.086 0.021 1.14 -5.48 5.48 70.83 63.75 3.00 1.00 1.20 56.17 56.17
Steel Beam File = L\Jobs�2 01 611 61 5&-11ENGINE-1116158.ec6
ENERCALC, INC.1983�2016, Build:6.16.2.18, Ver.6.t6.2.18
�.�� • •
Description : g2
Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values
Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi'Vnx
Dsgn. L= 10.00 ft 3 0.112 0.020 -5.48 5.48 54.48 49.03 1.00 1.00 1.10 56.17 56.17
+0.90D+W�.90H
Dsgn. L= 17.00 ft 1 0.033 0.010 1.18 -1.57 1.57 52.99 47.69 1.63 1.00 0.54 56.17 56.17
Dsgn. L= 20.00 ft 2 0.041 0.010 0.54 -2.61 2.61 70.83 63.75 3.00 1.00 0.57 56.17 56.17
Dsgn. L= 10.00 ft 3 0.053 0.009 -2.61 2.61 54.48 49.03 1.00 1.00 0.52 56.17 56.17
+0.90D+E�0.90H
Dsgn. L= 17.00 ft 1 0.033 0.010 1.18 -1.57 1.57 52.99 47.69 1.63 1.00 0.54 56.17 56.17
Dsgn. L= 20.00 ft 2 0.041 0.010 0.54 -2.61 2.61 70.83 63.75 3.00 1.00 0.57 56.17 56.17
Dsgn. L= 10.00 ft 3 0.053 0.009 -2.61 2.61 54.48 49.03 1.00 1.00 0.52 56.17 56.17
Overall Maximum Deflections
Load Combination Span Max. "" Defl Location in Span Load Combination Max. "+" Defl Location in Span
+D+L+H 1 0.1113 8.160 0.0000 0.000
+D+L+H 2 O.1137 10.267 +D+L+H -0.1029 12.933
+D+L+H 3 0.4860 10.000 0.0000 12.933
V@rtIC81 R@BCtIO11S Support notation : Far left is #1 Values in KIPS
Load Combination Support 1 Support 2 Support 3 Support 4
Overall MAXimum 1.056 2.978 2.964
Overall MlNimum 0.064 -0.318 -0.066
+D+H 0.390 1.118 1.218
+D+L+H, LL Comb Run ("L) 0.454 0.800 2.272
+D+L+H, LL Comb Run (*L'� 0.263 2.153 1.910
+D+L+H, LL Camb Run ('LL) 0.327 1.836 2.964
+D+L+H, LL Comb Run (L**) 0.992 1.943 1.151
+D+L+H, LL Comb Run (L*L) 1.056 1.625 2.205
+D+L+H, LL Comb Run (LL*) 0.865 2.978 1.843
+D+L+H, LL Comb Run (LLL) 0.929 2.660 2.897
+D+Lr+H, LL Comb Run (`*L) 0.390 1.118 1.218
+D+Lr+H, LL Comb Run ('L*) 0.390 1.118 1.218
+D+Lr+H, LL Comb Run (*LL) 0.390 1.118 1.218
+D+Lr+H, LL Comb Run (L*`) 0.390 1.118 1.218
+D+Lr+H, LL Comb Run (L'L) 0.390 1.118 1.218
+D+Lr+H, LL Comb Run (LL') 0.390 1.118 1.218
+D+Lr+H, LL Comb Run (LLL) 0.390 1.118 1.218
+D+S+H 0.390 1.118 1.218
+D�0.750Lr+0.750L+H, LL Comb Run (* 0.438 0.880 2.008
+D+0.750Lr�-0.750L+H, LL Comb Run (* 0.295 1.895 1.737
+D�0.750Lr+0.750L+H, LL Comb Run (` 0.343 1.656 2.527
+D+0.750Lr+0.750L+H, LL Comb Run (L 0.842 1.736 1.168
+D�0.750Lra0.750L+H, LL Comb Run (L 0.889 1.498 1.958
+D�-0.750Lr+0.750L+H, LL Comb Run (L 0.746 2.513 1.687
+DtU.750Lr�-0.750L+H, LL Comb Run (L 0.794 2.275 2.477
+D�0.750L+0.750S+H, LL Comb Run (" 0.438 0.880 2.008
+D�0.750L+0.750S+H, LL Comb Run ('10.295 1.895 1.737
+Di0.750L+0.750S+H, LL Comb Run ('L 0.343 1.656 2.527
+D+0.750L+0.750S+H, LL Comb Run (L' 0.842 1.736 1.168
+D+0.750L+0.750S+H, LL Comb Run (L' 0.889 1.498 1.958
+D+0.750L+0.750S+H, LL Comb Run (LI0.746 2.513 1.687
+D+0.750L+0.750S+H, LL Comb Run (LI0.794 2.275 2.477
+D+0.60W+H 0.390 1.118 1.218
+D+0.70 E+H 0.390 1.118 1.218
+D+0.750Lr+0.750L+a.450W+H, LL Corr0.438 0.880 2.008
+D+0.750Lr+0.750L�0.450W+H, LL Corr 0.295 1.895 1.737
+D+0.750Lr+0.750L+0.450W+H,LLCorc0.343 1.656 2.527
+D+0.750Lr+0.750L�0.450W+H, LL Corr 0.842 1.736 1.168
+D+0.750Lr+0.750L+�.450W+H, LL Corr 0.889 1.498 1.958
+D+0.750Lr+0.750L+0.450W+H, LL Corr0.746 2.513 1.687
+D+0.750Lr+0.750L+�.450W+H,LLCorr0.794 2.275 2.477
+D+0.750L+0.750S+0.450W+H, LL Com 0.438 0.880 2.008
+D+0.750L+0.750S+0.450W+H, LL Com 0.295 1.895 1.737
+D+0.750L+0.750S+0.450W++1, LL Com 0.343 1.656 2.527
+D+0.750L+0.750S+0.450W+H, LL Com 0.842 1.736 1.168
+D+0.750L+0.750S+0.450W+H, LL Com 0.889 1.498 1.958
+D+0.750L+0.750S+0.450W+H, LL Cam 0.746 2.513 1.687
Steei Beam
Description : B2
1-IIB= L:WODS1ZUlb\lblbtf-^'11tNlilNt^'1\lO1Dtl.0C6
ENERCALC, INC.19832016, Build:6.16.2.18, Ver:6.16.2.18
V@I tICBI ReBCtiOI1S Support notation : Far left is #1 Values in KIPS
Load Combination Support 1 Support 2 Support 3 Support 4
+D+0.750L+0.750S-�0.450W+H, LL Com 0.794 2.275 2.477
+Da0.750L+0.750S+0.5250E+H, LL Con 0.438 0.880 2.008
+D+0.750L+0.750S+0.5250E+H, LL Cort 0.295 1.895 1.737
+D+0.750L+0.750S+0.5250E+H, LL Con 0.343 1.656 2.527
+D+0.750L+0.750S+0.5250E+H, LL Con 0.842 1.736 1.168
+D+0.750Li0.750S+0.5250E+H, LL Con 0.889 1.498 1.958
+D+0.750L+0.750S+0.5250E+H, LL Cort 0.746 2.513 1.687
+D+0.750L+0.750S+0.5250E+H, LL Con 0.794 2.275 2.477
+O.60D+O.60W+O.60H 0.234 0.671 0.731
+O.60D+0.70E+O.60H 0.234 0.671 0.731
D Only 0.390 1.118 1.218
Lr Only, LL Comb Run (**L)
Lr Only, LL Comb Run ('L')
Lr Only, LL Comb Run (*LL)
Lr Only, LL Comb Run (L")
Lr Only, LL Comb Run (L'L)
Lr Only, LL Comb Run (LL*)
Lr Only, LL Comb Run (LLL)
L Only, LL Comb Run (**L) 0.064 -0.318 1.054
L Only, LL Comb Run ('L') -0.127 1.035 0.692
L Only, LL Comb Run (*LL) -0.064 0.718 1.746
L Only, LL Comb Run (L**) 0.602 0.824 -0.066
L Only, LL Comb Run (L*L) 0.665 0.507 0.988
L Only, LL Comb Run (LL`) 0.475 1.860 0.626
L Only, LL Comb Run (LLL) 0.538 1.542 1.680
S Only
W Only
E Only
H Only
Steel Beam�
ti.i�
Description : (e) W16x31 at porcelain soffit
CODE REFERENEES
Calculations per AISC 360-10, IBC 2012, ASCE 7-10
Load Combination Set : ASCE 7-10
-
Material Properties
Analysis Method : Load Resistance Factor Design
Beam Bracing : Beam is Fully Braced against lateral-torsional buckling
Bending Axis : Major Axis Bending
^__ . __�_ ��_ _
�
� o 0 oas
D0432 SO6
+ +
' ; -: _ _ �: � f
Fy : Steel Yield : 36.0 ksi
E: Modulus : 29,000.0 ksi
Ver6.162:18 .
Span = 2a.0 fl
Wi6X�i
i
Appll2d L08dS i �� Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Un'rform Load : D= 0.0180, S= 0.0250 ksf, Tributary Width = 24.0 ft
Uniform Load : D= 0.0850 k/ft, Tributary Width =1.0 ft
DESlGN SUMMARY � • � • =
_ _ ---- __ _ _ _ _ ___ .. _. _ �-- -- -----------_...-------.........__------..._..._....._..-----__.�_..----..__...--- --,
Maximum Bending Stress Ratio = 0.799: 1 Maximum Shear Stress Ratio = 0.206 : 1 �
Section used for this span W16x31 Section used for this span W16x31
Mu : Applied 116.467 k-ft Vu : Applied 19.411 k
� Mn " Phi : Allowable 145.800 k-ft Vn ' Phi : Allowable 94.446 k i
Load Combination +�.20D+0.50L+�.60S+1.60H Load Combination +1.20D+0.50L+1.60S+�.60H
' Location of maximum on span 12.00Oft 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 0.413 in Ratio = 696>=360
Max Upward Transient Deflection 0.000 in Ratio = 0<360
Max Downward Total Deflection 0.792 in Ratio = 364 >=180 !
Max Upward Total Deflection 0.000 in Ratio = 0<180
�--------- -------------_..._.._.__. , ---.__. __.�__.___��_
Maximum Forces 8 Stresses for Load Combinations
Load Combination Max Stress Ra6os Summary of Moment Values Summary of Shear Values
Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi"Mnx Cb Rm VuMax Vnx Phi`Vnx
+1.40D+1.60H
Dsgn. L= 24.00 ft 1 0.379 0.097 55.24
+1. 2 0 D+O. 5 0 L r+1. 6 0 L+1. 6 0 H
Dsgn. L= 24.00 ft 1 0.325 0.084 47.35
+1.20 D+� .60 L+0.5 0 S+� . 60 H
Dsgn. L= 24.00 ft 1 0.473 0.122 68.95
+1.20D+1.60Lr+0.50 L+1.60H
Dsgn. L= 24.00 ft 1 0.325 0.084 47.35
+1.20D+1.60Lr+0.50W+1.60H
Dsgn. L= 24.00 ft 1 0.325 0.084 47.35
+1. 20 D+-0.50 L+1.60 S+1. 6 0 H
Dsgn. L= 24.00 ft 1 0.799 0.206 116.47
+1.20D+1.60Sa0.50W+1.60 H
Dsgn. L= 24.00 ft 1 0.799 0.206 116.47
+1.20D+-0.50Lr+0.50 L+W+1.60H
Dsgn. L= 24.00 ft 1 0.325 0.084 47.35
+1.20 D+U.50 L+0.50 S+W+1.60 H
Dsgn. L= 24.00 ft 1 0.473 0.122 68.95
+1. 20 D�U .50 L+0.20 S+E+� .6 0 H
Dsgn. L= 24.00 ft 1 0.384 0.099 55.99
+0.90D+W+p.90H
Dsgn. L= 24.00 ft 1 0.244 0.063 35.51
+0.90D+E+0.90H
Dsgn. L= 24.00 ft 1 0.244 0.063 35.51
55.24
47.35
68.95
47.35
47.35
116.47
116.47
47.35
68.95
55.99
35.51
35.51
162.00
162.00
162.00
162.00
162.00
162.00
162.00
162.00
162.00
162.00
162.00
162.00
145.80 1.00 1.00
145.80 1.00 1.00
145.80 1.00 1.00
145.80 1.00 1.00
145.80 1.00 1.00
145.80 1.00 1.00
145.80 1.00 1.00
145.80 1.00 1.00
145.80 1.00 1.00
145.80 1.00 1.00
145.80 1.00 1.00
145.80 1.00 1.00
9.21
7.89
11.49
7.89
7.89
19.41
19.41
7.89
11.49
9.33
5.92
5.92
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
94.45
Steel Beam
Description : (e) W16x31 at porcelain soffit
Overali Maximum Deflections
Load Combination Span
+D+S+H 1
Vertical Reactions
Max. "" Defl Location in Span Load CombinaGon
0.7916 12.069
Load Combina6on Support 1 Support 2
Overall MAXimum 13.776 13.776
Overall MlNimum 3.946 3.946
+D+H 6.576 6.576
+D+L+H 6.576 6.576
+D+Lr+H 6.576 6.576
+p+S+H 13.776 13.776
+D+0.750Lr+0.750L+H 6.576 6.576
+D+0.750L�0.750S+H 11.976 11.976
+D�.60W+H 6.576 6.576
+D+0.70E+H 6.576 6.576
+D�U.750Lr+0.750L-�0.450W+H 6.576 6.576
+D+-0.750L�.750S+0.450W+H 11.976 11.976
+D+0.750L�0.750S�0.5250E+H 11.976 11.976
+O.60D+O.60Wi9.60H 3.946 3.946
-�U.60D+0.70Ea0.60H 3.946 3.946
D Only 6.576 6.576
Lr Only
L Only
S Only 7.200 7.200
W Only
E Only
H Only
Support notation : Far left is #1
File = L:Uobs12 01 611 61 5&-11ENGINE-1116158.ec6
ENERCALC, INC.19832016, Build:6.16.2.18, Ver:6.16.2.18
Max. "+" Defl Location in Span
Values in KIPS
Steel Beam
Description : (e) W12x14 at porcelain soffit
CODE REFERENCES
Calculations per AISC 360-10, IBC 2012, ASCE 7-10
Load Combination Set : ASCE 7-10
Material Properties
Analysis Method : Load Resistance Factor Design
Beam Bracing : Beam is Fully Braced against lateral-torsional buckling
Bending Axis : Major Axis Bending
YIIB = L:UOD51LU7 b11 bl �t5-^11tN6�Nt-'717 Ol JtS.BCb
ENERCALC, INC.1983-2Q16, Build:6.16.2J8,Ver:6.16.2.18
Fy : Steel Yieid : 36.0 ksi
E: Modulus : 29,000.0 ksi
D 0 OBS
D 0.108 5 0.15 +
' Span = 24.0 fl I
W7bctb !
I �I
i-._ - -__ �� -__ _.__'_._.J
Appll@d LOitdS Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Uniform Load : D= 0.0180, S= 0.0250 ksf, Tributary Width = 6.0 ft
Un'rform Load : D= 0.0850 klft, Tnbutary Width = 1.0 ft
DESIGN SUMMARY � • � •
_.._._.....____,_......_.._.._...__ _____ --- --...-- -__ __--_----...----------------.....-----..__.......,
Maximum Bending Stress Ratio = 0.749: 1 Maximum Shear Stress Ratio = 0.114 : 1
� Section used for this span W12x14 Section used for this span W12x14
, Mu : Applied 35.165 k-ft Vu : Applied 5.861 k
Mn ` Phi : Allowable 46.980 k-ft Vn * Phi : Allowable 51.408 k
Load Combination +�.20D+0.50L+�.60S+1.60H Load Combination +�.20D+U.50L+1.60S+1.60H
' Location of maximum on span 12.00Oft 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 0.438 in Ratio = 657>=360
Max Upward Transient Deflection 0.000 in Ratio = 0<360
Max Downward Total Deflection 1.042 in Ratio = 276 >=180
Max Upward Total Deflection 0.000 in Ratio = 0<180
------------ _ ------ ------ --- ---- - -- ---- ---
Maximum Forces 8 Stresses for Load Combinations
Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values
Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi'Mnx Cb Rm VuMax Vnx Phi'Vnx
Dsgn. L= 24.00 ft 1
+1.20 Di0.50 Lr+1.60 L+1.60 H
Dsgn. L= 24.00 ft 1
+1. 20 D+1.60 L�U. 5 0 S+1.60 H
Dsgn. L= 24.00 ft 1
+1.2p D+1.60 Lr�U.50 L+1.60 H
Dsgn. L= 24.00 ft 1
+1.20D+1.60Lr+a.50W+1.60H
Dsgn. L= 24.00 ft 1
+1.2QDtU.50L+1.60S+1.60H
Dsgn. L= 24.00 ft 1
+1.20D+1.60S+U.50W+1.60H
Dsgn. L= 24.00 ft 1
+1.20D+0.50Lr+0.50L+W+1.60H
Dsgn. L= 24.00 ft 1
+� . 20 D i0.5 0 L+0.5 0 S+W+� , 60 H
Dsgn. L= 24.00 ft 1
+1.20Da0.50LaU.20S+E+� .60H
Dsgn. L= 24.00 ft 1
+0.90D+W�,gOH
Dsgn. L= 24.00 ft 1
+0.90D+E+0.90H
Dsgn. L= 24.00 ft 1
0.444
0.381
0.496
0.381
0.381
0.749
0.749
0.381
0.496
0.427
0.286
0.286
0.068
0.058
0.075
0.058
0.058
0.114
0.114
0.058
0.075
0.065
0.043
0.043
20.87
17.88
23.28
17.88
17.88
35.16
35.16
17.88
23.28
20.04
13.41
13.41
20.87
17.88
23.28
17.88
17.88
35.16
35.16
17.88
23.28
20.04
13.41
13.41
52.20
52.20
52.20
52.20
52.20
52.20
52.20
52.20
52.20
52.20
52.20
52.20
46.98 1.00 1.00
46.98 1.00 1.00
46.98 1.00 1.00
46.98 1.00 1.00
46.98 1.00 1.00
46.98 1.00 1.00
46.98 1.00 1.00
46.98 1.00 1.00
46.98 1.00 1.00
46.98 1.00 1.00
46.98 1.00 1.00
46.98 1.00 1.00
3.48
2.98
3.88
2.98
2.98
5.86
5.86
2.98
3.88
3.34
2.24
2.24
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
51.41
Steel Beam File=LUobs�2 01 611 61 5 6--11ENGINE-1116158.ec6
ENERCA�C, INC.1983-2016, Build:6.16.2.18, Ver.6.16.2.18
�.�� • •
Description : (e) W12x14 at porcelain soffit
Overall Maximum Deflections
Load Combination Span Max. "" Defl Locafion in Span Load Combinafion Max. "+^ Defl Location in Span
+D+S+H 1 1.0419 12.069 0.0000 0.000
V@ttIC81 R@BCtIOt1S Support notation : Far left is #1 Values in KIPS
Load Combina6on Support 1 Support 2
Overall MAXimum 4.284 4.284
Overall MlNimum 1.490 1.490
+D+H 2.484 2.484
+D�i+H 2.484 2.484
+D+Lr+H 2.484 2.484
+p+S+H 4.284 4.284
+D+-0.750LriU.750L+H 2.484 2.484
+D+0.750L+0.750S+H 3.834 3.834
+D�U.60W+H 2.484 2.484
+D�-0.70E+H 2.484 2.484
+D+9.750Lr+0.750L+0.450W+H 2.484 2.484
+D+0.750L+0.750S+0.450W+H 3.834 3.834
+D+0.750L+�.750S+d.5250E+H 3.834 3.834
�U.60D+O.60W+U.60H 1.490 1.490
+O.60D+0.70E+O.60H 1.490 1.490
D Only 2.484 2.484
Lr Only
L Only
S Only 1.800 1.800
W Only
E Only
H Only
1 Beam
Description : W6x15
CODE REFERENCES
Calculations per AISC 360-10, IBC 2012, ASCE 7-10
Load Combination Set : ASCE 7-10
Material. Prope�ties
Analysis Method : Load Resistance Factor Design
Beam Bracing : Beam bracing is defined as a set spacing over all spans
Bending Axis : Major Axis Bending
Unbraced Lengths
First Brace starts at 24.0 ft from Left-Most support
Regular spacing of lateral supports on length of beam = 31.0 ft
Ftle 1:Uobs1201 611 61 5&-11ENGINE-111615
NERCALC INC� 1983�2016, Build.6.182.18, Ver.6.11
Fy : Steel Yield : 50.0 ksi
E: Modulus : 29,000.0 ksi
r�•�
W6x15 �
�
- -- ----- � � ---'------_ - ' -._-- _.i
Appll2d L08dS Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loatling
Load(s) for Span Number 1
Point Load : D=1.40, L=1.80 k@ 10.0 ft
Point Load : D= 0.20, L= 0.50 k@ 8.0 ft
DESIGN SUMMARY � • • •
,._----------...-_9. _. ..-- -- -.. _ _ _ - ____ __- --- -- - -
; Maximum Bendin Stress Ratio 0.047: 1 Maximum Shear Stress Ratio = 0.022 : 1
Section used for this span W6x15 Section used for this span W6X15 '
Mu : Applied 1.808 k-ft Vu : Applied 0.9220 k
; Mn ' Phi : Allowable 38.124 k-ft Vn " Phi : Allowable 41.331 k
Load Combination +1.20D+0.50Lr+1.60L+1.60H Load Combination +1.20D+0.50Lr+1.60L+1.60H
Location of maximum on span 8.00Oft Location of maximum on span 10.000 ft
Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1
� Maximum Deflection
, Max Downward Transient Deflection 0.012 in Ratio = 9,675>=360
Max Upward Transient Deflection 0.000 in Ratio = 0<360
Max Downward Total Deflection 0.021 in Ratio = 5630 >=180
; Max Upward Total Deflection 0.000 in Ratio = 0<180
------ ------._...---_..__...__......__..__..._..__-----------__.._.._..____._...--------- ------ ------------_------ __.._.._ __ _
Maximum Forces & Stresses for Load Combinations
Load Combina6on Max Stress Ratios Summary of Moment Values Summary of Shear Values
Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi'Mnx Cb Rm VuMax Vnx Phi'Vnx
+1.40D+1.60H
Dsgn. L= 10.00 ft 1 0.016 0.008 0.62 0.62 42.36 38.12 1.17 1.00 0.33 41.33 41.33
+1.20D+O.SOLr+1.60L+1.60H
Dsgn. L= 10.00 ft 1 0.047 0.022 1.81 1.81 42.36 38.12 1.34 1.00 0.92 41.33 41.33
+1.20 D+1.60L+0.50S+1.60H
Dsgn. L= 10.00 ft 1 0.047 0.022 1.81 1.81 42.36 38.12 1.34 1.00 0.92 41.33 41.33
+1.20 D+1.60Lr+d.50L+1.60H
Dsgn. L= 10.00 ft 1 0.024 0.012 0.93 0.93 42.36 38.12 1.27 1.00 0.48 41.33 41.33
+1.20D+1.60Lr�.50W+1.60H
Dsgn. L= 10.00 ft 1 0.014 0.007 0.53 0.53 42.36 38.12 1.17 1.00 0.28 41.33 41.33
+1.20D+0.50L+1.60S+1.60H
Dsgn. L= 10.00 ft 1 0.024 0.012 0.93 0.93 42.36 38.12 1.27 1.00 0.48 41.33 41.33
+1. 20 D+1.60 S a0. 50 W+� .6 0 H
Dsgn. L= 10.00 ft 1 0.014 0.007 0.53 0.53 42.36 38.12 1.17 1.00 0.28 41.33 41.33
+1.20D+0.50Lr+0.50L+W+1.60H
Dsgn. L= 10.00 ft 1 0.024 0.012 0.93 0.93 42.36 38.12 1.27 1.00 0.48 41.33 41.33
+1, 20D+0.50L+0.50S+W+1.60H
Dsgn. L= 10.00 ft 1 0.024 0.012 0.93 0.93 42.36 38.12 1.27 1.00 0.48 41.33 41.33
+1.20D+0.50L+0.20S+E+1.60H
Dsgn. L= 10.00 ft 1 0.024 0.012 0.93 0.93 42.36 38.12 1.27 1.00 0.48 41.33 41.33
Steel Beam File=L:Uobs12016N6156�-1\ENGINE-1\16158.ec6
ENERCALC, INC.196�2016, Build:6.16.2.t8, Ver:6.16.2.t8
Description : W6x15
Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values
Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx
+0.90D+W+p.gOH
Dsgn. L= 10.00 ft 1 0.010 0.005 0.40 0.40 42.36 38.12 1.17 1.00 0.21 41.33 41.33
+0.90D+E+9.90H
Dsgn. L= 10.00 ft 1 0.010 0.005 0.40 0.40 42.36 38.12 1.17 1.00 0.21 41.33 41.33
Overall Maximum Deflections
Load Combination Span Max. =" Defl Location in Span Load Combination Max. "+^ Defl Loca6on in Span
+D+L+H 1 0.0213 5.543 0.0000 0.000
V@I'tiCal R@8Ct1011S Support notaGon : Far left is #1 Values in KIPS
Load Combination Support t Support 2
Overall MAXimum 0.215 3.835
Overall MlNimum 0.069 0.981
+D+H 0.115 1.635
+D+�+H 0.215 3.835
+D+Lr+H 0.115 1.635
+p+S+H 0.115 1.635
+D+0.750Lr+0.750L+H 0.190 3.285
+D.U.750LiU.750S+H 0.190 3.285
+D�O.60W+H 0.115 1.635
+D+U.70E+H 0.115 1.635
+D+0.750Lr+U.750LaU.450W+H 0.190 3.285
+D+0.750L+0.750S+0.450W+H 0.190 3.285
+D+U.750L+0.750S�.5250E+H 0.190 3.285
+O.60D+O.60W+0.60H 0.069 0.981
+a.60Di-0.70E+O.60H 0.069 0.981
D Only 0.115 1.635
Lr Only
L Oniy 0.100 2.200
S Only
W Only
E Only
H Only
Steel Column
Description : col
Code References
Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10
Load Combinations Used : ASCE 7-10
- - -
General Information
Steel Section Name :
Analysis Method :
Steel Stress Grade
Fy : Steel Yield
E : Elastic Bending Modulus
File = I:Uobs1201611615&-11ENGINE-1116158.ec6
aLC, INC.19832016, Build:6.16.2.16, Ver.6.162.18
HSS3x3x114 Overall Column Height 15.0 ft
Load Resistance Factor Top & Bottom Fixity Top & Bottom Pinned
Brace condition for deflection (buckling) along columns :
46.0 ksi X-X (width) axis :
29,000.0 ksi Unbraced Length for X-X Anis budcling =15.0 ft, K=1.0
Y-Y (depth) axis :
Unbraced Length for Y-Y Axis budcling =15.0 ft, K=1.0
Appll@d L02dS Service loads entered. Load Factors will be applied for calculations.
Column self weight included : 132.150 Ibs' Dead Load Factor
AXIAL LOADS . . .
Axial Load at 15.0 ft, D= 3.0, L= 3.0 k
DES/GN SUMMARY
Bending & Shear Check Results
PASS Max. Axial+Bending Stress Ratio = 0.4083 : 1 Maximum SERVICE Load Reactions ..
Load Combination +120D+0.50Lr+1.60L+1.60H Top along X-X 0.0 k
Location of max.above base 0.0 ft Bottom along X-X 0.0 k
At maximum location values are ... Top along Y-Y 0.0 k
Pu 8.559 k Bottom along Y-Y 0.0 k
0.9'Pn 20.962 k
Mu-x Q Q k_ft Maximum SERVICE Load Deflections ...
0.9 " Mn-x : 8.556 k-ft Along Y-Y 0.0 in at O.Oft above base
for load combination :
Mu-y 0.0 k-ft
0.9'Mn-y: 8.556 k-ft Along X-X 0.0 in at O.Oft above base
for load combination :
PASS Maximum Shear Stress Ratio =
Load Combination
Location of max.above base
At maximum location values are ...
Vu : Applied
Vn * Phi : Allowable
Load Combination Results
Load Combination
+1.40D+�.60H
+1. 20 D+O. 50 Lr+1.60 L+1.60 H
+1. 20 D+1. 60 L+0.50 S+1.60 H
+1. 20 D+1. 60 Lr+0.50 L+1.60 H
+1.20D+1.60Lr+0.50W+� ,60H
+1.20 D+O. 50 L+1.60 S+1.60 H
+1.200+1.60S+0.50W+1.60H
+1.20 D+O. 50 Lr+0.50 L+W+1.60 H
+1.20D+0.50L�U.50S+W+1.60H
+1.20D+0.50L�U.20S+E+1.60H
{U.90D+W�.gOH
�U.90D+E+0.90H
Ma�cimum Reactions
Load Combination
+D+L+H
0.0 : 1
0.0 ft
0.0 k
0.0 k
Maximum Axial + Bending Stress Ratios
Stress Ratio Status Location
0.209 PASS 0.00 ft
0.408 PASS 0.00 ft
0.408 PASS 0.00 ft
0.251 PASS 0.00 ft
0.179 PASS 0.00 ft
0.251 PASS 0.00 ft
0.179 PASS 0.00 ft
0251 PASS 0.00 fl
0.251 PASS 0.00 ft
0.251 PASS 0.00 ft
0.134 PASS 0.00 ft
0.134 PASS 0.00 ft
Maximum Shear Ratios
Stress Ratio Status Location
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
Note: Only non-zero reactions are listed.
X-X Auis Reaction Y-Y Axis Reac6on Axial Reaction
@ Base @ Top @ Base @ Top • @ Base
k k 3.132 k
k k 6.132 k
Steel Column rne=euoos�uio��tiuu--t�trv�mt-tntii�ts.ecti
ENERCALC, INC.1983-2016, Build:6.16.2.18, Ver:6.16.2.18
Description : co�
M8l(Itl'1UIT1 R@8CtI0�S Note: Only non-zero reactions are listed.
X-X Axis Reac6on Y-Y Axis Reaction Axial Reaction
Load Combination @ Base @ Top @ Base @ Top @ Base
+D+Lr+H k k 3.132 k
+p+S+H k k 3.132 k
+D+0.750Lr+0.750L+H k k 5.382 k
+D+0.750L+U.750S+H k k 5.382 k
+D�O.60W+H k k 3.132 k
+Di0.70E+H k k 3.132 k
+D+0.750Lr�-0.750L+-0.450W+H k k 5.382 k
+D+0.750L+0.750S+0.450W+H k k 5.382 k
+D+0.750LiU.750S�+U.5250E.H k k 5.382 k
+O.60D+�.60W+a.60H k k 1.879 k
+O.60D+0.70E+O.60H k k 1.879 k
D Only k k 3.132 k
Lr Only k k k
L Only k k 3.000 k
S Only k k k
W Only k k k
E Only k k k
H Only k k k
Maximum Deflections for Load Combinations
Load Combina6on Max. X-X Deflection Distance Max. Y-Y Deflection Distance
+D+H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+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 ft 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+U.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+D+U.60W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+D+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+DiU.750Lr-�0.750L+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+Di0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+D+0.750L+0.750S�0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+a.60D+0.60Wi0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+U.60Di0.70E+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 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 ft 0.000 in 0.000 ft
W Only 0.0000 in 0.000 ft 0.000 in 0.000 ft
E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft
H Oniy 0.0000 in 0.000 ft 0.000 in 0.000 ft
Steel Section Properties : HSS3x3x114
Depth = 3.000 in I�c = 3.02 in^4 J = 5.080 in^4
S �c = 2.01 in^3
Width = 3.000 in R xx = 1.110 in
Wall Thick = 0.250 in Zx = 2.480 in^3
Area = 2.440 in^2 lyy = 3.020 in^4 C = 3.520 in"3
Weight = 8.810 plf S yy = 2.010 in^3
R yy = 1.110 in
Ycg = 0.000 in
Steel Column
Description : col
ENERCALC, INC.19832016, Build:6.16.2.18, Ver:6.76.2.18
Loads are tolal erdered vatue. Arrows do not reflect absolute direction.
Steel Column File=LUobs12 01 611 61 5 6--11ENGWE-1116158.ec6
ENERCALC, INC.1983-2016, Build:6.16.2.t8, Ver:6.16.2.18
�.�i • •
Description : Col - wind only west exterior wall
Code References
Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10
Load Combinations Used : ASCE 7-10
General Information
Steel Section Name :
Analysis Method :
Steel Stress Grade
Fy : Steel Yield
E : Elastic Bending Modulus
HSS4x4x1/4 Overall Column Height 14.0 ft
Load Resistance Factor Top & Bottom Fixity Top & Bottom Pinned
Brace condition for deflection (buckling) along columns :
46.0 ksi X-X (width) axis :
29,000.0 ksi Unbraced Length for X-X Axis budcling =14.0 fl, K=1.0
Y-Y (depth) axis :
Unbraced Length for Y-Y Axis budcling =14.0 ft, K=1.0
Applied Loads
Column self weight included :170.940 Ibs ` Dead Load Factor
BENDING LOADS . . .
Lat. Uniform Load from 0.0->10.0 ft creating Mx-x, W= 0.280 k/ft
--
DESIGN SUMMARY
Bending & Shear Check Results
PASS Max. Axial+Bending Stress Ratio = 0.3592 : 1
Load CombinaGon +1.20D+0.50Lr+0.50L+W+1.60H
Location of max.above base 6.389 ft
At maximum IocaGon values are ...
P� 0.2051 k
0•9 ` Pn 61.341 k
Mu-x 5.786 k-ft
0.9 * Mn-x : 16.181 k-ft
Mu-y 0.0 k-ft
0.9 ' Mn-y : 16.181 k-ft
PASS Maximum Shear Stress Ratio = 0.05653 :
Load Combina6on +1.20D+0.50Lr+0.50L+W+1.60H
Location of max.above base 0.0 ft
At maximum loca6on values are ...
Vu : Applied 1.80 k
Vn ` Phi : Allowable 31.842 k
Load Combination Results
__ _
Load Combination
+�.40D+�.60H
+1.20D+0.50Lr+1.60L+1.60H
+1.20D+1.60L+0.50S+1.60H
+1.20D+1.60Lr+0.50L+1.60H
+1.20D+1.60Lr+0.50W+1.60H
+1.20D+0.50L+1.60S+1.60H
+1.20D+� .60S+0.50W+1.60H
+1.20D+0.50Lr+0.50L+W+1.60H
+1.20D+0.50L+0.50S+W+1.60H
+� .20D+0.50L{0.20S+E+� ,60H
+0.90D+W�q,gOH
+0.90D+E+U.90H
Maximum Reactions
Service loads entered. Load Factors will be aqolied for calculations.
Maximum Axial + Bending Stress Ratios
Stress Ratio Status Location
0.004 PASS 0.00 ft
0.003 PASS 0.00 ft
0.003 PASS 0.00 ft
0.003 PASS 0.00 ft
0.180 PASS 6.39 ft
0.003 PASS 0.00 ft
0.180 PASS 6.39 ft
0.359 PASS 6.39 ft
0.359 PASS 6.39 ft
0.003 PASS 0.00 ft
0.359 PASS 6.39 ft
0.003 PASS 0.00 ft
X-X Axis Reaction
Load Combination @ Base @ Top
+Di+i
+D+L+}i
k
Maximum SERVICE Load Reactions . .
Top along X-X
Bottom along X-X
Top along Y-Y
Bottom along Y-Y
Maximum SERVICE Load Deflections . ..
Along Y-Y 0.8823 in at
for load combination : W Only
Along X-X 0.0 in at
for load combination :
0.0 k
0.0 k
1.0 k
1.80 k
6.859ft above base
O.Oft above base
Maximum Shear Ratios
Stress Ratio Status Location
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.000 PASS 0.00 ft
0.028 PASS 0.00 ft
0.000 PASS 0.00 ft
0.028 PASS 0.00 ft
0.057 PASS 0.00 ft
0.057 PASS 0.00 ft
0.000 PASS 0.00 ft
0.057 PASS 0.00 ft
0.000 PASS 0.00 ft
Note: Only non-zero reactions are listed.
Y-Y Axis Reac6on Axial Reaction
@ Base @ Top @ Base
0.171 k
St@@� CO�Uiilll file=LUobs12 01 611 61 5&-11ENGINE-1116158.ec6
ENERCALC, INC.19832016, Build:6.16.2.18, Ver:6.16.2.18
�.�i • •
Description : Col - wind only west e#erior wali
M87(IlilUltl R@8CtI011S Note: Only non-zero reactions are listed.
X-X Axis Reaction Y-Y Axis Reaction Axial Reaction
Load Combination @ Base @ Top @ Base @ Top @ Base
+D+Lr+H k k 0.171 k
+p+S+H k k 0.171 k
+D+0.750Lr+0.750L+H k k 0.171 k
+Da0.750L�0.750S+H k k 0.171 k
+D+O.60W+H k -1.080 0.600 k 0.171 k
+D+-0.70E+ti k k 0.171 k
+D�U.750Lr+U.750L�+0.450W+H k -0.810 0.450 k 0.171 k
+D+0.750L+0.750S+0.450W+H k -0.810 0.450 k 0.171 k
+DiU.750L+0.750S+U.5250E+Fi k k 0.171 k
�U.60D�U.60WiU.60H k -1.080 0.600 k 0.103 k
+O.60D�U.70E+O.60H k k 0.103 k
D Only k k 0.171 k
Lr Only k k k
L Only k k k
S Only k k k
W Only k -1.800 1.000 k k
E Only k k k
H Only k k k
Maximum Deflections for Load Combinations
Load Combina6on Max. X-X Deflection Distance Max. Y-Y Deflection Distance
+D+H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+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 ft 0.000 in 0.000 ft
+D+0.750Lri0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+Di0.750L�0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+D+0.60W+H 0.0000 in 0.000 ft 0.529 in 6.859 ft
+D+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+D+0.750Lr+0.750Li0.450W+H 0.0000 in 0.000 ft 0.397 in 6.859 ft
+Dt0.750L+d.750S+U.450W+H 0.0000 in 0.000 ft 0.397 in 6.859 ft
+D�0.750Li0.750S�-0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft
+O.60D+U.60Wi0.60H 0.0000 in 0.000 ft 0.529 in 6.859 ft
+0.60D�0.70E+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 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 Oniy 0.0000 in 0.000 ft 0.000 in 0.000 ft
W Only 0.0000 in 0.000 ft 0.882 in 6.859 ft
E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft
H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft
Steel Section Properties : HSS4x4x114
Depth = 4.000 in Ixx = 7.80 in"4 J = 12.800 in^4
S xx = 3.90 in"3
Width = 4.000 in R xx = 1.520 in
Wall Thick = 0.250 in Zx = 4.690 in"3
Area = 3.370 in^2 lyy = 7.800 in"4 C = 6.560in"3
Weight = 12.210 pif S yy = 3.900 in"3
R yy = 1.520 in
Yog = 0.000 in
Steel Column
Description : Col - wind only west exterior wall
ENERCALC, INC.1983-2016, Build:6.16.2.18, Ver.6.16,2.18
M-x Loads
c
0
v
n
t
.�
2
Loads are total entered value. Arrows do rrot reflect absohite direction.
s•
3F.
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and ali R1 Revised Jan 2014
Project Info Project Address 1376 Southcenter Mall Date 8/25/2016
Compliance Tukwila, WA 98188 For Building Department Use
forms do not
require a
password to Applicant Name: Ser io Chin-Le
use. 9 Y
Instructional and Appiicant Address: 1516 Melrose Ave, Suite 200 �
calculating cells g •�
are write- Applicant Phone: 206.938.1501
Project Description ❑ New Building ❑ Addition � Alteration ❑ Plans Included
Lighting Compliance Path � Lighting Power Density Calculations � Total Building Performance
(If Total 8uilding Performance then only LGT-CHK is required.)
Lighting Power Allowance O guilding Area Method Q Space-By-Space Method
Method Selection required to
enable LPA forms
Interior Lighting System i�' ��' � v
ECEIVED �E�x Q� TUKWILA
Description � � R R� C•�.i�,�i
Briefly describe lighting
UG � 0 2016 - w T R# AU� 2 5 20i6
systemtypeandteatures. y`�E��I� cE(�'T'ER
TUKWILA
Additions and Change of pace se .4.3 & C101.4.4)
❑ Addition area or Change of Space Use area compiies with aIl applicable provisions as stand alone project
�Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable
provisions per C101.4.3
Provide Building Area Method (LTG-INT-BLD) or Space-By-Space Method (LTG-INT-SPACE) Compliance Form. Document maximum
a//owed and proposed (inc/uding existing if applicable) lighting wattage of Addition or Change of Use space. Provide app/icab/e lighting
controls per C405.2 and commissioning of lighting controls per C405.13.
Alterations, Renovations and Repairs (C101.4.3.1)
� 60% or more of luminaires in space replaced
Provide Building Area Method (LTG-INT-BLD) or Space-By-Space Method (LTG-INT-SPACE) Compliance Form. Document maximum
al/owed wattage within the /ighting retrofit space in Maximum A/lowed Wattage table and proposed (including existing) /ighting wattage in
Proposed Wattage table. Retrofit and non-retrofit spaces shall be documented separately using multiple forms.
� Less than 60% of luminaires in space replaced
Provide a separate Space-By-Space Method (LTG-INT-SPACE) Compliance Form for this retrofit area. Document existing total wattage
within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) (ighting
wattage in the Proposed Wattage table.
� Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased
-�, � -._.. .__ f_ _
� New wiring installed to serve added fi�ctures and/or fixtures relocated to new circuit ���'��� �QR
Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone c n,tt� G��i.S� . c��NC '
application controls (C405.2.3), and commissioning of lighting controls per C405.13 a� -
� New or moved lighting panel `
Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2 ); and ���iss�on_�i',ng�f�i�ting
controls per C405.13.
� Space is reconfigured - luminaires unchanged or moved only
Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls pe C405. �� ('� f�(���Ea
� No changes are being made to the interior lighting and space use not changed. BUILDING Di�/ISfOt
.�
�
.-
�
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all Ri Revised Jan 2014
Project Address 1376 Southcenter Mall Date 8/25/2016
Lighting Alterations, Renovations & Building Additions For Building Department Use
� Less than 60% � 60% or more � Stand alone 0 Addition
Notes:
a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be
combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3.
b. For retrofits and building additions, provide Space Types and gross interior areas in the
Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall
existing builidng, include al! applicable existing Space Types and gross interior areas.
c. Document new fixtures and all exisfing to remain fixtures in the Proposed Lighting table.
d. If less fhan 60% of exisfing fixtures will be replaced, provide total existing lighting wattage
(prior to retrofit) in the space provided in the Maximum Allowed Lighting table.
Maximum Allowed Li htin Watta e
Location (plan #, owe ross n enor a s owe
room #) Space Type` Watts per ftZ Area in ft2 (watts/ft2 x area)
100 Salesarea 1.68 358 601
101 Diningarea:Barflounge/leisuredining 1.31 737 965
103, 105 Dining area: Family dining area 0. 89 3384 3012
104 Storage 0.63 52 33
102, 113 Food preparation 0. 99 3589 3553
106 Corridor/transition 0. 66 103 68
107, 108, 111, 112 Restroom 0. 98 447 438
109,1t0 Office-Enclosed 1.11 254 282
Atrium*' Enter Hei ht:
Existin Li htin Enter Exist. Watts:
Retail Display Allowance from LTG-INT-DISPLAY
' Select Table C405.5.2(2) category from drop down menu. Area Allowed Watts
'" Foratriums, indicate height. Allowed wattage for first 40 feet is 0.03 W/ft. ht., Total 8924 8953
above 40 feet is 0.02 W/lt. ht.
�osed Lighting W
tion (plan #,
room #)
Fixture Description'*'
Pendant A
Panel 8
Panel C
essed Downlight D
essed Downlight E
Fluorescent Light F
Isconce G
dant H
Number of
Fixtures
6
6
2
38
21
54
5
23
Ceiling Panel Lighting I 72
Track Light J 84
Retail Display Lighting from LTG-INT-DISPLAY
Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting
"•" Include existing to remain lighting fixtures and exempt lighting equipment per notes below.
W atts/
Fi�ure
40
40
40
14
14
34
20
13
40
6
Total Proposed
W atts
Proposed
240
240
80
532
294
1836
100
299
2880
504
7005
Notes:
1. Include ALL proposed lighting fi�ures.
2. For proposed Fixfure Description, indicate fixture type, lamp rype (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For
track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information.
3. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria
as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50,
or as applicable, the wattage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated wattage.
4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank.
5. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. ldentify as existing in fixture description.
6. If #NA appears in Retail Display cells, information on LTG-INT-DISPLAY is incomplete.
Interior Lighting Power Allowance COMPLIES
�
�
■
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ac
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nature's partner in fire and environmental protection
Nochar Material Safety Data Sheet (SDS
MSDS No: Nochar's Fire PreventerTM (NFP) TRADE SECRET
Version No: 1 — 1/15/13
Nochar, Inc., 8650 Commerce Parkway, Suite K, Indianapolis, IN 46268
317-613-3046
Emergency Assistance
For emergency assistance involving chemicals call
765-938-3333
REUlEWED FOR
C4�E �t�Mf�I�IAN�E'
a�PRa►vE�
�.�: s�� 13 2a�s
Ci�,r c�f %ckwi(�
�Ul�i�i�� !�{VlSiCSF�
�O�R�C�`�N
L7�R# �
RECEIVEp
AUG � 0 2016
TUKW�Lq
PUBLIC WORKS
���.F1VEl�
��TY Oi TUKWILA
AUG 2 5 20�6
�'ERlVIIT CENTER
V �
MATERTAL SAFETY DATA SHEET (SDS)
NOCHAR' S NFP TRADE SECRET
1. IDENTIFICATION OF THE SUBSTANCE/PREPERATION AND THE COMPANY
Product Name: NOCHAR'S FIRE PREVENTER (NFP)
Company: Nochar, Inc.
� 8650 Commerce Park Place
Suite K
Indianapolis, IN 46268
Telephone:
Telefax:
E-mail:
Emergency Information:
Product Use:
317-613-3046
317-613-3052
nocharna,nochar.com
765-938-3333
Fire Retardant for natural fibers
2.COMPOSITION/INFORMATION ON 1NGREDIENTS
Identification of the Preparation:
NAME
Ammonia
3. HAZARDS
IDENTIFICATION
CAS #
7664-41-7
Proprietary compounds in an aqueous solution
% by WEIGHT � TLV/PEL
1 % None Established
Human Health Hazards: Ammonia, 1% by weight, this product may liberate higher
concentrations upon heating in the aqueous form.
Environmental Hazards: None
Safety Hazards: None
Special Notes: Toxicity test is available
4. FIRST AID MEASURES
Inhalation: None.
�
MATERIAL SAFETY DATA SHEET (SDS)
NOCHAR' S NFP
Skin Contact: Wash off with soap and water. In case of persistent skin irritation, consult a
physician.
Eye Contact: Rinse thoroughly with plenty of water, also under the eyelids. In case of persistent
eye irritation consult a physician.
Ingestion: None.
Advice to Physician: Treat symptoms.
REVIS[OtJ DATE: 1/15/13
5. FIRE-FIGHTING MEASURES
NFPA 704 Hazard Class: Health: 1 Flammability: 0 Instability: 0
Unsuitable Extinguishing Media: None (Fire Retardant).
Extinguishing Media: None (Fire Retardant).
Specific Hazards: None (Fire Retardant).
Special Protective Equipment for Firefighters: None (Fire Retardant).
6. ACCIDENTAL RELEASE MEASURES
Personal Precautions: No special precautions required
Environmental Precautions: As with all chemical products, consult State, and Federal regulations or
local codes before disposing of any chemical compound.
Methods for Cleaning Up: Dike with absorbents and or bonding agents to prevent spread. Keep in
suitable, closed containers for disposal as required by local, State, Federal, International or country
specific regulations.
7. HANDLING AND
STORAGE
Safe Handling Advice: Keep isolated from extreme heat while in sealed containers.
Storage: Keep in a dry, cool place, Avoid storage under pressure or at elevated temperatures.
DO NOT ALLOW TO FREEZE
8. EXPOSURE CONTROLS / PERSONAL PROTECTION
Engineering Measures: Use local exhaust ventilation.
�
1VIATERIAL SAFETY DATA SHEET (SDS)
NOCHAR' S NFP
Personal Protective Equipment:
Respiratory Protection: In case of insufficient ventilation wear suitable respiratory
equipment.
Hand Protection: Vinyl or rubber gloves are recommended.
Eye Protection: Safety glasses with side shields, or mono goggles.
Skin and Body Protection: No special protective clothing required.
SPECIAL PRECAUTIONS: Personnel susceptible to allergenic reactions or known
chemical sensitivities should consult their supervisor for a review of these
conditions prior to exposure to this material to determine any potential
susceptibility or abnormal reactions.
9. PHYSICAL AND CHEMICAL PROPERIES
Form: Liquid
Color: Clear / Amber
Odor: Ammonia odor
Flash Point: None
Specific Gravity (Hz0=1): 1.056
PH: 7.1-7.7 (typical)
Boiling Point: 212° F(100° C)
Flash Point: Does not flash
Vapor Pressure: (100°C) 760mm Hg (approx.)
Percent Volatile by vol. (%): Less than 90%
MATERIAL SAFETY DATA SI�ET (SDS)
NOCHAR' S NFP
Auto Ignition Temperature: Does not ignite.
Bulk Density (for solids): Typica1300-400 kg/m3 at ZO Deg. C
Water Solubility: Solubility at 100%
Evaporation Rate: Less than .01
10. STABILITY AND REACTIVITY
Stability: Stable under ambient conditions. Do not allow to freeze.
Materials to Avoid: Strong acids.
Hazardous Decomposition Products: Thermal decomposition may produce Ainmonia gases, Carbon
dioxide
11. TOXICOLOGICAL INFORMATION
Acute Toxicity
Acute: None
Chronic: Slight eye irritant.
lrritation
Skin: Not expected to be irritating. But if need, wash with soap and water'- avoid open cuts and
abrasions when handling this liquid.
Inhalation: Remove from proximity of chemical and to fresh air.
Eyes: Flush with large volume of water to dilute irritant: eye injuries should be attended by
medical personnel.
12. ECOLOGICAL INFORMATION i
Aquatic Toxicity
Toxicity to Fish: Expected to be non toxic. 96-HR LC50>700mg/1
. Laboratory: Northview Pacific Labs
Test Report: #XSJ56G
Results: Passed EPA Guidelines, FIFRA Guidelines, Pesticide Assessment Guidelines
Section F
Hazard Evaluation: Human and Domestic Animals, 40 CFR: Part 158, October 1982
Acquatic Toxicity Test: Passed LC50 with > 700 MG/L rating (Bio-Monitoring Labs)
. •�
NIATERIAL SAFETY DATA SHEET (SDS)
NOCHAR' S NFP
13. DISPOSAL CONSIDERATIONS
Waste from Residues / Unused Products: In accordance with Federal, State, local and national
regulations.
Contaminated Packaging: Can be land filled or incinerated, when in compliance with local
Regulations.
14. TRANSPORT 1NFORMATION
Not classified as hazardous in the meaning of transport regulations. DOT, IMDG/IMO, ICAO/IATA.
UN, IMO, ADR/RID, TCAO CODE '
Harmonized Tariff System (HTS): 3832.90
15. REGULATORY 1NFORMATION
SARA TITLE III
SECTION X- SECTION 313 SUPPLIER NOTIFICATION
THIS PRODUCT CONTAINS THE FOLLOWiNG 313 CHEMICAL SUBJECT TO THE
REPORTING REQUIREMENTS OF SECTION 313 OF THE EMERGENCY PLANNING AND
COMMLINITY RIGHT-TO-KNOW ACT AND OF 40 CFR 372: SARA III (SECTION 312 -313)
CAS# CHEMICAL NAME PERCENT BY WEIGHT
7664-41-7 Ammonia 1 %
(NOTE: Demininzis conc. for mixtures may require reporting this compound)
MATERIAL SAFETY DATA SHEET (SDS)
NOCHAR' S NFP
The manufacturer assumes no liability for incidental, consequential or direct damage of any manner or
kind, regardless of cause, including negligence.
On February 27, 1988, the first phase of Proposition 65 regulations involving warnings of the presence of
certain listed chemicals went into effect.
The manufacturer believes that the law requires us to inform you that detectable amounts of any of the
listed chemicals might be present in the manufacturer's products. Based on a review of the list, the
manufacturer's products, like all synthetic and naturally occurring chemical substances, may conceivably
contain trace contaminants of some of the listed substances. While not necessarily added to the
manufacturer's products as ingredients, some listed chemicals may be present i�n the raw materials and
received from suppliers and over which we have no control.
Therefore, even though some of the listed substances may not represent a significa�nt risk as defined by the
regulations, in order to comply with the California law, we feel obligated to make the following statement:
"WARNING": This product(s) may contain trace amounts of
some chemicals considered by the State of
California to be carcinogens or reproductive
toxicants.
16. OTHER INFORMATION:
This information contained herein is based on the data available to us and is believed to be correct.
However, the manufacturer makes no warranty, expressed or implied regarding the accuracy of this data or
the results to be obtained from the use thereof, and assurnes no responsibility for injury frvm the use o, f the
product described herein. The manufacturer assumes no liabiliry for incidental, consequential or direct
damage of any manner or kind, regardless of cause, including negligence.
fl]
Ziii2o»
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
SERGIO CHIN-LEY
1516 MELROSE AVE #200
SEATTLE, WA 98122
RE: Permit No. D16-0182
DIN TAI FUNG
21 SOUTHCENTER MALL
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 3/25/2017. • •
Based on the above, you are hereby advised to:
]) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for che 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 tha[ 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 3/25/2017, your permit will become nul] 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,
��,,���lJ(�,� � �,� �' �; � j6 d��!,/i'j�
� . . �l u � � ���
Rachelle Ripley '� �
Permit Technician
File No: D16-0182
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-43]-3670 • Fax 206-431-3665
Chin-Ley/Reche Associates
3022 37'h Avenue SW
Seattle, WA 98126
206.938.1501 tel
206.935.3449 fax
Memorandum
Date: 08/25/16
To: Bill Rambo/City of Tukwila
Project: Din Tai Fung, Southcenter Mall
gECEI�l�C�
C!�'Y �� TUK\NlL�1
Summary of Revisions:
��t'�� � � 20��
Building Department p��ti�IT CEI�TER
1. All sheets have been stamped and signed by an architect.
2. There is no demolition work, therefore no demo plan is being provided. Refer to sheet A1.0
revisions.
3. The section marker 1/A5.1 on sheet A4.0 is not used and has been removed.
4. Egress plan is provided on sheet A1.0 revisions.
5. MDS Specification for wood paneling is NoChar. See attached cut sheet.
6. 2012 Washington State Nonresidential Energy Code Lighting Compliance Form is provided.
See attached.
7. Construction notes #3 and #13 are not used and have been removed on sheet A2.0 revisions.
8. Restroom plan is provided on sheet AS.O revisions.
9. Note that freezers and coolers require separate permit shown on A1.0 revisi�ns.
10. Type I hoods: #60, 85 and 125 on sheets K-1 and K-2; there are no Type II ho�ds.
11. Kitchen hoods and emergency pathway lighting are shown on A3.0 revisions.
Public Works
1. North arrow is shown correctly on sheets A1.0, A2.0, A2.1 and A3.0 revisions.
2. North arrow was added to sheet K1 revision.
3. A copy of the non-residential sewer use certification form is provided.
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
July 18, 2016
SERGIO CHIN-LEY
1516 MELROSE AVE #200
SEATTLE, WA 98122
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D16-0182
DIN TAI FUNG - 21 SOUTHCENTER MALL
Dear SERGIO CHIN-LEY,
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 l 1x17 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) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of
the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature.
Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp,
signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a
bound specification document that contains specifications other than that of an engineering or land surveying
nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is
responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed;
Front page only will be sufficient. (WAC 196-23-010 & 196-23-020)
(BUILDING REVIEW NOTES)
1. Please provide an as built or demo plan.
2. On sheet A4.0 #10 elevation section, the cut section reference indicates 1/ AS.I , assuming it should reference 3/
A5.1. Please clarify.
3. Provide a life safety plan that identifies means of egress. Dimension egress paths. Identify the specific common
paths of egress that shall be provided with emergency illumination. Emergency illumination shall have at least an
average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor
]evel. Emergency lighting shall also be required for exit discharge doorways. Egress paths shall be continuous to
each exit. Designed egress paths shall be those inspected for egress illumination requirements. (IBC Section
107.2.3, 1006 & 1008.1.6)
4. Provide the specific MDS specifications for the wall coverings considered combustible, for verification that
materials shall meet smoke and flame spread for the Type II construction.
5. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012
NREC Compliance Forms for Lighting is avai]able online at: http://www.neec.nedenergy-codes, (scroll down to
center of page).
6. On sheet A 2.0, "Construction Notes" #3 references stair construction. Also Key note # 13 indicates Dumb
Waiter. Please clarify or revise notes.
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 206-431-3670 � Fax 206-431-3665
7. Provide bathroom plan with dimensions to verify accessible fixtures and stalls comply with accessible codes for
clearance and maneuvering space.
8. Please note that the freezers and coolers shall require separate mechanical permits.
9. Identify the Type I and Type II hoods.
10. For consistency the reflective ceiling plan shall show location for kitchen hood duct penetrations. In addition
show emergency pathway lighting as indicated in item #3.
Note: This permit plan review may not be complete as revised plans may require further corrections.
PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments.
• 1) The north arrow is shown incorrectly on sheets: A1.0 (Egress Plan), A2.0, A2.1 and A3.0.
2) Add north arrow on sheet Kl.
3) Applicant shall submit signed Non-Residential Sewer Use Certification form and list all the new plumbing
fixtures to be installed for DIN TAI FUNG. Do not list fixtures replaced in kind. Form is attached.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
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 throu�h the mail
or by a messenger service.
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
C ��es��ti�
Bill Rambo
Permit Technician
File No. D16-0182
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 206-431-3670 � Fax 206-431-3665
0
PER�IT C�ORD COP��
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0182 DATE: 03/13/17
PROJECT NAME: DIN TAI FUNG
SITE ADDRESS: 21 SOUTHCENTER MALL
Original Plan Submittal Revision # before Permit Issued
Response to Co�•rection Letter # X Revision # 1 after Permit Issued
DEPARTMENTS:
� �� ���I�
Building Division �
Fire Prevention
L��3 N�/-4- 3-��-��
� Planning Division �
Public Works ❑ Structural � Permit Coordinator �
PRELIMINARY REVIEW: DaTE: 03/14/17
Not Applicable � Structural Review Required �
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: O4I11/1%
Approved
� Approved with Conditions �
Corrections Required ❑
(cof•rections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Ce�7ter Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
PER�IT C�ORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0182
PROJECT NAME: DIN TAI FUNG
DATE: 08/26/16
SITE ADDRESS: 21 SOUTHCENTER MALL
Original Plan Submittal
X Response to Correction Letter # 1
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
�W � �-3 '�
Build ng Division Fire Prevention � Planning Division �
�S �� v`� —��
Publ�c Works Structural � Permit Coordinator �
PRELIMINARY REVIEW: DaTE: 08/30/16
Not Applicable � Structural Review Required �
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 09�2%�iC)
Approved
❑�
Corrections Required �
(correctior�s entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Approved with Conditions �
Denied �
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
�
i � ��� '" �, � -� � � � � ��
. . : � � . "• �
PERMIT NUMBER: D16-0182 DATE: 06/28/16
PROJECT NAME: DIN TAI FUNG
SITE ADDRESS: 21 SOUTHCENTER MALL
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
�'� CUYV '1 '�'�
Buil�in Division
5
5
P �i�� w��� � � �P
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
/�1 �JC i��3�C�
Fire Prevention �
Structural ❑
� �a n•5�(d
Planning Division �
Permit Coordinator ❑
DATE: O6IZ8I� 6
Structural Review Required ❑
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: O7IZSI'I G
Approved
❑ Approved with Conditions ❑
Corrections Required � Denied ❑
(corrections entered in Rev�ews) (ie: Zoning /ssues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only ��r �' fw
CORRECTION LETTER MAILED: �� tnu / I,�
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW�— Staff Initials: ��i
12/ I S/2013
PROJECT NAME: j �
SITE ADDRESS: ` pJ �
PERMIT NO: tJ �'
ORIGINAL ISSUE DATE: -.
REVISION LOG
(please print)
(please print)
(please print)
REVISION DAT'E RECEIVED STAFF ISSUEI) DATE S'I'AFF'
NO. INI'I'IAi.,S INI�'IALS
Summary of Revision:
Received by:
(please print)
(piease print)
City of Tukwila
Departrrient of Corninunity Development
6300 Southcenter Boulevard, Suite #100
Tukwi(a, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA. _o�v
REVISION
SUBMITTAL
Revision submittals must be subrrtitted in person at tlte Permit Center.
Revisions will not be accepted tltrough the mail, fax, etc.
Date: v� J� Plan Check/Permit Number: �/ /��j ^�/��
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
�' Revision #� after Permit is Issued
[�/Revision requested by a City Building Inspector or Plans Examiner
❑ Deferred Submittal #
Project Name: .�� vt. �� � v�—�'
�-
Project Address: ,2, � �G��. ��
Contact Person�/�� p'j%/d�� �,�
Summary of Revision:
5�-�-� Q C��.� ,. I/�r io�� � wa S
Phone Number: �,2S��p`�%�-- 3 ���
�vx �-�� L b �' �' tM�-E-.��C' o � --
Sheet Number(s):
"Cloud" or highlight all areas of revision ineluding date of revisio
�
Received at the City of Tukwila Permit Center by:
��Entered in TRAKiT on � �� �
W:�Permit Center\Templares�FormslRevision Submittal Formdoc
Revised� August 2015
�
=� fafSl
RECEIVED
CI
MAR 13 2017
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�it� ot" Tu���Pila
1)�prtrrm�r►! �, j C�rrt�rtttlriri' I)c���t�l����rtr�nl
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Pr,��� \�mr: �i(1 T 3t f' ll�
RECEIVED
CITY C?F TUKWIL�.
AUG 2 5 2016
I ��;�� :����:_? 1�._St�uth�-c�rttc�r 1��1�11
PERMIT CEN?E�
i t"oat�c� f'fr�oe: �� P�aa� 1aQ►t�r�
��mm�n� Qf Rrtiiy+isra:
_
�i�rt :��bnt�y=
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� f.�er�,! in `i'i�+►I�x'T �tit ��,;,��_s�
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Cm�alo� i-ti��l
�+�r�l
� King County �.� � C� , � � � ��
Department of Naturel Resources and Parks
Wastewater Treatment Division
Non-Residential
Sewer Use Certification
• To be completed for all new sewer connections, reconnections or
change of use of existing connections.
• This form does not apply to repairs or replacements of existing
sewer connections within five years of disconnect.
Please Print or Type
2� sdu��� �u l I
Property Street Address /{ /� �Q
�"/V�1. w' 1 l "I �0
City State ZIP
1�avi d INa �;�a I�
Owner's Name
Subdivision Name Lot #
Subdiv. # Block #
Building Name
(if a plicable)
(�) �:53 - 0�7 0
Owner's Phone Number�(v ith Area Code)
� )
Property Contad Phone Number (with Area Code)
Owner's Mailing Address ,
� �i125T l�►'�� S
�
A. Fixture Units
Fixture Units x Number of Fixtures = Total Fixture Units
Kind of Fixture
Bathtub and Shower
Shower, per head
Dishwasher
Drinking fountain (e�
Hose bibb (interior)
Clotheswasher or laundry tub
Sink, bar or lavatory
Sink, Clinic flushing
Sink, kitchen
Sink, other(service)
Sink, wash fountain, circle spray
Urinal, flush valve, 1 GPF
Urinal, flush valve, >1 GPF
Fixture Units No. ot Fixtures Total
ublic Private Public Private Fixture Units
4 4
2 2
2 2
1 .5
2.5 2.5
4 2
Urinal, waterless 0 0
Water closet, tank or valve, 1.6 GPF 6 3
Water closet, tank or valve, >1.6 GPF 8 4
Total Fixture Units
Residential Customer Equivalent (RCE)
20 fixture units equal 1.0 RCE
Total No. of Fixture Units $� RCE
20 �
For King County Use Only
Account #
No. of RCEs
Monthly Rate
Property Tax ID # �`o�� / �/��
Party to be Billed (if different from owner)
City or Sewer District ��Si ��.i� ��.
Date of Connection
Side Sewer Permit #
Please report any demolitions of pre-existing building on this property.
Credit for a demolition may be given under some circumstances.
Demolition of pre-existing building? ❑ Yes ❑ No
Was building on Sanitary Sewer? ❑ Yes ❑ No
Was Sewer connected before 2/1/90? O Yes ❑ No
Sewer disconnect date:
Type of building demolished?
Request to apply demolition credit to multiple buildings? � Yes ❑ No
B. Other Wastewater Flow
(in addition to Fixture Units identified in Section A)
Type of Facility/Process:
Estimated Wastewater Discharge:
Gallons/days
Residential Customer Equivalents (RCE):
187 gallons per day equals 1.0 RCE
Total Discharge (gal/day) _ � RCE
187
C. Total Residential Customer Equivalents:
(add A & B)
_ � �,S RCE
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge.
The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a
period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be
prepaid at a discounted amount. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1740.
I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any
deviation will require resubmission of corrected dat etermination of a revised capacity charge.
Signature of Owner/Representative Date 0�3 �a
Print Name of Owner/Representative S��G �J �N ��
7058 (Rev. 9/07) White - Kino Countv Yellow - Local Sewer Aoe cv Fink - Sewer Customer •�„�� �
TCIINC
WaStiingtan 5tate �epartmenti of
� Labor & 1r�dustri�s
T C I INC
Owner or tradesperson
Principals
TALBOTT, PAUL DOUGLAS, PRESIDENT
CITOLI, PAUL J
(End: 09/09/2011)
TALBOTT, KAY E
(End: 09/09/2011)
Doing business as
T C I INC
WA UBI No.
601 481 013
I-Iome Fspanol ConYact'
Safety & Health
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Claims & Insurance Workpiace Rights Trades & Licensing
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BELIEVUE, WA 98005
425-454-5310
KING County
Business type
Corporation
Governing persons
NORMAN
JACOBSON
PAUL DOUGLAS TALBOTT;
License
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.
TCI IN'*07700
Effective — expiration
09/20/1993— 09/10/2017
Bond
American Contractors Indem CO
Bond account no.
100256295
Received by L&I
09/04/2014
Bond history
Insurance
_......... _... _........... .
Bituminous Fire & Marine Ins C
Policy no.
CLP3592684
Received by L&I
07/06/2016
$12,000.00
Effective date
09/O7/2014
Expiration date
Until Canceled
$1,000,000.00
Effective date
09/07/2013
Expiration date
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https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601481013&LIC=TCIIN* *07700&SAW= 9/26/2016
THE FOLLOWING NOT S APPL EXC PT W RE SHOWN OTH RWISE SPEC INS C ONS = GENERAL _. : _ .
E Y E HE E WI. PE TI '
, _. . .
SPECIAC INSPEC OR ROVIDE SPECIAL 1NSPECTIONS WITH THE TYPE AND fRE UENCY NOTED BELOW. SPECIAL INSPECTOR TO PROVIDE REPORTS WEEKLY `
S�E INTERNA710NAL BUILDING CODE IBC (2015) '. T P. _ Q
_
To: _
CLR
1.. - THE O NER
: ., STRUCiURAL LOADS , , _ W _
, , , . E C ITECT
<,
2. . TH AR H
_. .
. 3. . THE STRUCNRAL ENGINEER
CAiWALK L1VE LOADS. 40 PSF
_ 4. THE CONTRACTOR Chlri-I.e /R2Che
, _ , y
�. EARTHQUAKE LOADS: SEISMIC OCCUPANCY CATEGORY: U ,
A 0 =.00 SPECIAL INSPECTIONS - CONCREfE CONSTRUCTION
SEIS�IIC IMPORiANCE F CT R, IE t , .. _ 1516 Melrose Ave., Sulte 200
MAPPED ACCELERAl10NS, SS = 1.45 St = 0.54 _. ' _ Seattle, Washigton 98122
SITE CI.ASS = D ' ELEl�EM': BOLTS IN CONCREfE, INCLUDING EMBEDDED BOLTS, AND EXPANSION AND EPDXY TYPE ANCHORS. 2oe 9381501
DESIGN ACCEI.ERATIONS, SDS = 0.97 . SD1 = 0.54 PERIOD; CONTINUOUS SPECIAL IN$PECTION, SPECIAL INSPECTOR VERIFY SIZE, GRADE, AND EMBEDMENT OF 80LT PRIOR TO POURIN6 CONCREfE. '
SEISMIC DESIGN CATEGORY: D VERIFY HOLE IS CORRECT DEPTH AND CLEAN fOR EPDXY AND EXPANSION TYPE ANCHORS.
SHOP DR4WINGS : - SPECIAL INSPECTIONS - STRUCTURAL STEEL CONSTRUCTION : ".
SHOP DRAWINGS SHALL BE SU6�11TTED FOR REVIEW PRIOR TO FABRICATION.. SHOP DRAWING SUBMITfALS PROCE3SED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE
PURPOSE OP SHOP DRAWING SUBMITiALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTA;:DS THE DESIGN CONCEPT, BY ELE�IEM: : WELDING PROCEDURE
INDICATING WHICH MATERIAL IS IMENDED TO BE FURNISHED AND INSTALLED, AND BY OEfNLING THE INTENDEO FABRICATION AND INSTALLA?i0N METHODS. IF DEVNTIONS, ' PERIODr . ALL WELDWG SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITiEN WELDING PROCEDURE PER AWS D1.L THE WELDING ` `
DISCREPANCIES, OR CONFLICTS BEiWEEN SHOP DRAWING SUBtdf1TALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITiALS PROCEDURE VARIABLES SHALL BE WITHIN THE PARAMEfERS ESTABLISHED BY THE FlLLER MEfAI MANUFACTURER. THE VARIABLES INCLUDE �-
ARE PROCESSED 8Y THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFlCATIONS SHALL CONTROL AND SHALI BE FOLLOWED. THE AMPERAGE, VOLTAGE, TRAVEL SPEED, AND SHIELDING GAS FLOW R4TE. SUBMIT WELDING PROCEDURE FOR APPROVAL PRIOR TO
BEGINNING WORK. A COPY OF THE WELDING PROCEDURE SHALL BE KEPT AT iHE JOBSRE.
fOUNDATIONS
l�AXIMU�I SOIL PRESSURE 1500 PSF. -: ELEMENT: WELDER CERTIFlCATION '
' PERIOD: SPECIAL INSPECTOR T0 VERIFY WELDER QUALIFlCATIONS FOR TYPE OF WEtDS AND WELDING POSmONS PRIOR TO WORK -
CONCREfE MAX WA7E CEMENT RATIO . MINIMUM.
'C ON-NR-ENT ' NR-ENT SACKS C.Y. REMARKS . ELE�IENL• WELDING MATERIALS : :
F N _ I PERIOD: SPECIAL INSPECTOR TO VERIfY MATERIALS MEET THE WELDMG PROCEDURE PRIOR TO WORK -
FOOTINGS AND FOUNDATION WALLS 2500 0.65 0.54 5 1/2 NOTES 2, 3
SLABS ON GRADE 3000 0.58 0.46 5-1/2 NOTE 1
ELEMENT: . SHOP WELDING
PERIOD; SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT — �_, '
l. NR-ENiRIUNING AGENT (3X TO 6%) TO BE USED IN ALL CONCRE(E FLAIWORK EXPOSED TO WEATHER. SPECIAL INSPECTION. APPROVAL SHALL 8E BASm UPON REVIEW OF THE FABRICATOR'S WRIITEN PROCEDURAL AND QUALfIY CONTROL . . �' �' :� ^,'"^� l+�'t- r� p
2. USE PLASTICIZER IN ALI. SIABS. ' � �... �{�, a' ;: 1� L: �L R�y�
MANUNS AND PERIODIC AUDmNG OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. AT COMPLEfION OF . ._ t�T `
3. TROWEL FlNISH EXPOSED SLAB ONLY, PADDLE FlNISH OTHER SIABS. FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTiFICATE OF C0�IPLIANCE TO THE BUIIDING OFFlCIAL STATING TIiAT THE: i'' ��l'�! P��?�,
WORK WA$ PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. f't':�•�•••a�Y7 to� F�R►
+ CAN BE REDUCED 1/2 SACK/CUBIC YARD IF NOT EXPOSED TO WEATHER.
�
_ ELEMENT: SINGLE PASS FlLLET FIELD WELDS , ��ICCh$ '
REINFORCING SfEEL PERIOD: SPECIAL INSPECTOR TO PROVIDE VISUAL INSPECTION OF ALL WELDS PRIOR TO COMPLEf10N ,� n,��'
ASTA1 A615 GR4DE 60. REINFORCING STE0. DEfNLS SHALL BE PREPARED BY AN D(PERIENCED DEfNLER AND CONfORM TO STANDARD PRP,CTICE OUTLJNED IN ACI REPORT 315. ; . �''1=te��r. :
icai
' ELEMENT: INSTALlATION OF HIGH STRENGTH 80LTS OTHER THAN SLJP-CRIIICAL OR TENSION BOLTS : ; , '. �.
WELDED WIRE FABRiC TO BE ASiM A185. FABRIC TO BE SUPPORTED ON APPROVED CHAIRS. � �
' PERIOD: SPECIAL INSPECTOR SHALL VERIFY THAT REQUIREMENTS FOR BOLTS, NUTS, WASHERS, AND PNNT ARE MEf. VISUAL INSPECTION OP ALL : ��Ufil%Ing
BOLTS PRIOR T0 COMPLETION. VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGEfHER AND PROPERLY SNUGGED. '
, : ��s Pi i
CONCRETE COVER OF REINfORCING p�}
, '. , .. - _ _ g
_ 3 CONCREfE POURED AGAINST EARTH.
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2 FOR�IED CONCREfE WITH EARTH BACKFlLL -
. . . . . . . .. ..� . . . . . � . � � �. � � .. . . � � . . . ' '� . '. . . .. . . . . . ... _ . _ . .. ' . . . ' - . . . � ' � . � , , . . . � . � . � � �. .. t � � � . . ..- . . � .. . .. . , . .. . .�:tJ . . . . . . , . . . . .
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STRUCNRAL TIl.19ER AND LUMBER TO BE STitESS GRADE NEM-FlR OR DOUGIAS FlR AS FOLLOWS: _ : y
: f.@ . . :
!� �PE�lE� �E : ` . �
4 X BEAMS DOUGIAS FlR N0. 2.. 900 PSI _
: : , 1�,
F Y _ ` _ . ' .
OR OR EXTERIOR StiAll BE TREATED WITH AN APPROVED PRES.RVATNE PER THE PRESERVATIVE.
WOOD. AND WOOD BASED MATERWS EXPOSED TO MOISfURE EffHER INTERI �
TREATldINT' SECTION BELOW. _ � _ _
' TO HAR NED CONCREfE : _ _
ANCHORAGE DE
' W 0 " REFERENCE ICC REPORT ESR-1917. , .
WHERE D(PANSION ANCHORS ARE SPECIFlED, USE HILTI K IK 8 LT 1Z ( )
• _ _ • • _ _ _ 5 _ 08. E SC S ANCHO 5
WHERE EPDXY ANCHORS ARE SPECIFlED, USE HILTI HfT RE 500 SD OR SIMPSON SEf XP' (REfERENCE ICC REPORT ESR 2322 AND E R 25 ) WH RE REW R '
" D' R ENCE ICC REPORT ESR-2713 .'HILTI HIT-RE 500" 'NILTI HY-200' AND 'SIMPSON SEf" MAY NOT 8E USED UNLESS ; - _ ' ,
A RE SPECIFlED � USE SIMPSON TITEN H( EfER ) � � � _
SPECIFlCALLY PRE-APPROVED BY THE STRUCNRAL ENGINEER. USE ASTM A193 GRADE 87 THREADED ROD, UNLESS OTHERWISE NOTED. HOLES MUST 8E CLEANED OF DUST
0 0 0 C 0 S S RE UIRED. D0 NOT CUT ANY REINFORCING BARS TO , -
AND DEBRIS AND BE fREE OF STANDING WATER WHEN EPDXY IS INSTALLED. SPECIAL INSPECTI N F EP XY AN H R I Q "
-
INSTALL ANCHORS. DEFECTiVE HOLES SHALL BE FlLLED SOLID WfTH EPDXY;
,
_.
fOR ANY SUBSTfMIONS TO THE A80VE, THE COMRACTOR $HALI. SUBM(T TO THE STRUCTURAI. ENGINEER MANUFACNRER�S LfTERANRE DESCRIBING THE ANCHORS AND LISIING '.
ICC APPROVED ALLOWABLE SHFAR AND TENSION VALUES. ` _ _
_ : . _ _ • � _ .
_ ��r��� �p ;
COLD FOR�IED STEEL CfSI
� :
-ALLO S EL ING lAEMBERS SHALL BE MANUFACTURED BY A MEMBER OF THE STEEL STUD MA�"�UFACTURERS ASSOCIATION SSMA AND `
- COLD FOR�AED CARBON OR LOW Y TE FRAM _
_ ` � � _
$HALL COl�PLY WfTfi ICC REPORT ER-4943P. All lMTERIAL $HALI. BE GALVANIZED AND CONFORM TO ASTM A653. ALL 12, 14, AND 16 GAUGE 97, 68 AND 54 MIL$ ..' • i � • • •
c P��� r�!��� �a �r���i i� sub ect to �rro � ,
1}IICK RESPECTIVELY MATERIAL SHALL BE GRADE 50 FY= 50 KSI . ALL 18, 20, 22. AND 25 GAUGE 43, 33, 27 AND 18 MIIS THICK, RESPECTNELY MATERIAC SHALL BE i�, �. i� �nd �(� l��I���.
� ) � ) � )
-
GRADE �3 FY = 33 KSI . JOISTS ROOF ROOR h CEIl1NG AS APPUCABLE AND TRACK MEMBERS SHALL BE UN-PUNCHED. MINIMU�I THICKNE$$ OF TOP & BOTfOM WALL n". ^'
c � c , � _ _ . : �t�pr�vai of con��f ��;`af�n ����m�r�t� doe� �to � '
TRACK AND BLOCKING SWdl BE AT LEAST THE SAME GAUGE AS THE WALL STUDS ATTACHED TO R. p � a�l;d�"i�i�iB �
. ' , � �
` > _ t�e vcml��ian o, �� � . ,. :
y dop�ed cc�de or ordenanc�. R�c��a t
COLD FORMED STEEI CFS CONNECTORS . �
� �
- SCREWS SHALL BE SELF-DRILUNG, THREAD-CUTfiNG TAPPING SCREWS CONFORMING TO SAE J78, WITN ICC APPROVAL PENEiRAT10N OF SCREWS THROUGH JOINED MATERIALS �� � ' '' • '
�Rrovetl F��fd Copy �nd con�itior�s �s acl�n���t�� �d: �
SHALL NOT BE LESS THAN 3 EXPOSED i}iREADS. MAXIMUM SCREW SPACING SfW1 BE NO GREATER THAN 12" OC. WHERE PIANS AND DEfNLS SPECIFY �8, �10 &�12 : �
' SCREWS THEY SHALL NAVE TNE FOLLOWING PROPERTIES:
,
, : , � ' _ . �� ; _ : .
�8 = 0.164" DV�.� 12 THREADS/INCH (8-12) �%
10 = 0.190" DIA� 16 THREADS INCH 10-16 . : �
� � � )
D8t6:
�12 = 0.216" DW.. 14 THREADS/INCH (12-14) _ : _
....�......�..�...��..� -
0 ECORD PRIOR TO USE. , _ ,
ALL SUBSTIMIONS SHALL HAVE THE WRIITEN APPROVAL OF THE ENGINEER F R
' - - ` . ,.
STRUCTURAL SfEEL ,
' ,
CI�/ Of �11�i11Vli�i
` ..
= p , ,
WIDE fIANGE SHAPES TO BE ASTM A992,FY 5 KSI ' '
CHANNELS� ANGLES� AND PLATES TO BE ASTM A36� FY=36 KSL '
�u��oi�� oiv�sro�
0 B A500 GRADE B =46 KSI. _ ,
HSS 5TRUCTURAL TUBE T E AST)d � � FY _
0 E SHOP COAT OF APPROVED PAIM. , .
ALL STEEL IXCEPT STEEL EMBEDDED IN CONCREfE SW1LL BE GNEN N
` . D ELDERS USING E70XX ELECTRODES. _ � ` . _ :.
WELDS TO BE 3/16 MINIMUMI CONIINUOUS FlLLET, BY CERTiFIE W
' I G SHALL BE _
All WEIDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING PROCEDURE SPECIFlCATION (WPS) PER AWS D1.1. ALL WELD N PARAMETERS _
' ' 0 ` LDING ROCEDURES SHALL BE SUBMITfED TO THE OWNER�S TESTING AGENCY FOR REVIEW BEFORE STARTIN�
WfiHIN THE ELECTRODE MANUFACTURER S RECOMMENDATI NS. WE P
FABRICATION OR ERECTIONS. COPIES OF THE WPS SHALL BE ON SfTE AND AVNLABLE TO ALI. WELDERS AND TNE SPECIAL INSPECTOR. _.
STEEL TO STEEL
BOLTED CONNECTIONS ARE SHOWN TO BE BEARIN6-iYPE CONNECTIONS USMG A325 BOLTS WffH THREADS INCLUDED IM THF SHEAR PtANE. HOIE SIZE SHALL ,
BE IN ACCORDANCE W(fH AISC SPECIFlCATION FOR,�Fi1RING C�NNECTION AND BOLTS SHALC BE TIGFfTENED TO SNUG-TIGF{T CONDmON. ,.. . , _
WHERE BOLTS ARE NOTED A325SC, CONNECTIONS SHALL 8E FRICTION-TYPE CONNECTIONS W(TH BOLTS TENSIONED AND USING APPROr'^'�TE HARDENED ST_EL WASHERS AS
, REQl4P,ED BY NSC STANDARDS.
WHERE NOT SPECIFlChLLY SHOWN BY DEfNL CONNECTIONS SHALL BE BOLTED FRAME BEAM CONNECTIONS PER NSC STANDARUS: . "
DURING ERECTION. SfRUCTURAL STEEL $HALL BE SECURED FROM COWIPSING WfTH TEMPORARY BRACING.
SUBMR SHOP DRAWINGS PREPARED 8Y AN EXPERIENCEO DETNLER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS TO 8E CaMPIFTr, SHOWING ALL WELDS AND MATERIAL -
� GRADES. PROVIDE A PLAN LOCATION OR DEfNL REFERENCE FOR EACH SHOP DRAWING. FOR MINOR STEEL-TO-SiEEL CONNECTIONS UF 12' AND SMALLER STEEL MEMeERS:
IF AN EXPl1ClT CONNECTION IS NOT SHOWN ON THE STRUCTURAL DRAWINGS, DETAILER JS TO PROPOSE A CONNECTION SIMILAR TO THE CONNECTIONS ON THE DRAWINGS OR
�. PER NSC 5fANDARD CONNECTIONS. ' ON THE SHOP DRAWING. CLOUD THE CONNECTION AND STATE NERIFY.' SHOP DRAWINGS NOT Mk�TING THESE CONDmONS WILL BE : REViSION '
REJECTED. REYIEW OF SHOP DRAWINGS BY iHE ENGINEER IS FOR DESIGN INTENT ONLY, AND DOES NOT INCLUDE VEliIFlCATION OF, DI�IEPISIONS AND QUANTITIES. .. VERIFICATION : NO CF1$(1 � S
OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBIUfY OF THE CONfRACTOR. g S Silc'iiI �'js
� made ta thA scdpe
- of v�at�rtc ���ithotsP ri
STEEL FABRICATORS AND DETNLERS: 9ASE 81D T0 INCLUDE STEEL DEfNLER AND FABRICATOR TIME AND COSTS FOR ROUiiNE CONSTRUCTION QUESTIONS. ROUTINE ' : T� r! ��r �'i p Ot a�?prOV$I Of
CONSTRUCTI4N QUESTIONS INCLUDE DIl�ENSIONAL QUESTIONS AND MfNOR FRAMING QUESTIONS. ROUTINE CONSTRUCTION QUESTIONS ARE PART OF THE NORMAL CONSTRUCTION '
....vft,a Buildin '
� i��T-� �� ;; 9 O�vision.
PROCESS, AND ARE TO BE INCLUDED IN THE BASE 81D. �..s-�,..4�S:�11S WIjI Ceq�lK@ 11i
and ma in t eW plan submitta�
SCOPE OF STRUCTURAL ENGINEERING SERVICES CJe aC�i�ltlOClal IS11
THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTUR4L WORKWG DRAWINGS FOR THIS PROJECT. THE CONSTRUCTION MUST.BE
y � � P revi�w teea
UC D WINGS. ANY DEVIATION fROM THE DRAWINGS MUST BE APPROVm IN WRIPNG BY THE STRUCIURAL ENGINEER. ' �
PERFORMED IN SiRICT ACCORDANCE WITH THE STR TURAL RA
ERRORS AND/OR OMISSIONS FOUND ON THE STRUCTURAL DR4WINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY.
ARCHtfECTURAI. DRAWINGS ARE THE PRIME CONTRACi DRAWINf,S. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECNRAI URAWINGS. PRIMARY
STRUCNRAL ELEMENTS ARE DI�fENSIONED ON THE STRUCTURAL PLANS AND DEfNLS. THE GENERAL COMRACTOR SW+LL VERIFY AND COORDINATE DIMENSIONS AMONG ALL
DRAWINGS. ANY DISCREPANCIES, CONTRA6ICTIONS, OR OMISSIONS SHALL BE REPORTED TO 1HE ARCHITECT FOR RESOLMON PRIOR TO PROCEEDING WITH WORK OR FABRICATION
OF THE ITEM S IN QUESIION. _ , t tit e
� ) _ projec ' 1 :
: -
Ding Tal Fung
THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIlMRY STRUCNR4L SYSTEM, EXCEPT FOR ANY COl�PONENTS NOTED A80VE. RESPONSIBILI'(Y FOR ANY
Westtleld Southcenter Mall
SECONDARY STRUCTURAL AND NON-STRUCTURAI. 5YSTEMS NOT SHOWN ON THE STRUCNRAL PIANs RESTS WITH SOMEONE OTHER T}IAN THE STRUCTURAL ENGINEER. 161 Southcenter Mall
Seatlle, WA 88188
THE SfRUCNRE SHOWN ON THESE DR4WINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLEfED FOR�1, THE CONTRACTOR SHALt. PROVIDE ALL NECESSARY BRACING TO .
STABIUZE THE BUILDING DURING CONSTRUCTION. (
_ _
_ _
_ `, . �
- S Ef ODS TECHNI UES SE UENCES OR PROCEDURES OR
1HE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OF, CONSTRUCTION �1EAN , M H , Q , Q
�
y
0 STRUCTION WORK NOR WILL HE BE RESPONSIBLE FOR THE CONTRACTOR'S FNLURE T0 CARRY OUT " - •
FOR SAFEfY PRECAUTIONS AND PROGRAMS IN CONNECTION WIiH iHE C N � `
- . .
0 C DOCUMENTS.
_
THE CONSiRUCTiON WORK IN ACCORDANCE WfTH THE C NiRA T
; `
` • _
, . • ' �, �
;
0 ART Of T E STRUCTURAI. ENGINEER S RESPONSIBII.ffY. THE CONTRACTOR MUST CHECK ALL , `
FIEID A�EASUREA�ENTS AND THE VERIFlCATION OF FlELD DIMENSIONS ARE N T P H
C E hiCIES . '
ASSUMED IXISTING CONDITIONS SHOWN ON THESE ORAWINGS FOR ACCURACY AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DIS R PA .
� ) _
_
L ECES TO CARRY OUT THE INTENT _
OMISSIONS fRO�I THE DRAWINGS OR SPECIFlCATIONS OR THE INADVERTENT MISIABEIJNG OF DEfNLS OF WORK WHICH ARE MANIFEST Y N SARY
, , M R :
OF THE DRAWINGS AND SPECIFlCATIONS, OR WHICH ARE CUSfOMARILY PERfOR�1ED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMIN� SUCN OMIITED OR INADVERTENT
o � ri
MISIABEIED DEfNLS OF THE WORK BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED - s
IN THE DRAWINGS' AND SPECIFlCATIONS.
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F�ECEIVED :
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CITY O� TUKW1La
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SM CONSULTING ENGINEERS, INC.
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_ L�L� _ SPECIAL INSPECTIONS
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GENERAL NOTES
1. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL
REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND
INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE
CONTRACTOR.
2. THE CONTf2ACTOR SHALL COORDINATE WITH THE OWNER , INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE
WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES.
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH
STANDARDS AS ARE SPECIFIED.
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY DESIGNER/ARCHITECT OF ANY DISCREPANCIES.
CONTRACT0�2 IS NOT TO SCALE OFF DRAWINGS.
5. CONTRACtOR SHALL PROVIDE 16 GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL MOUNTED FIXTURES AND DEVICES UNLESS
INDICATED OTHERWISE ON THE DRAWINGS.
6. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD
OF INSTALLAt10N INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE DESIGNER/ARCHITECT BEFORE USE.
7. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO
MATCH ADJAGENT FINISHES, SUBJECT TO OWNER'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED
TO MATCH EXISTING MATERIALS SHALL DO SO WI i H RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF
INSTALLATION INSOFAR AS PRACTICAL, AND SHALL BE APPROVED BY THE DESIGNER/ARCHITECT AND OWNER PRIOR TO INSTALLATION.
8. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE
RESTORED AND REPLACED UNLESS NOTED OTHERWISE.
9. INSTALLA710NS OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS,
OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE
NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND
REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS,
FINISHES, ANIJ LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED.
10. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR
PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY
NAME, SELEC�f ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY
PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE
BACK-UP INFbRMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE
ACCEPTED.
11. CONTRAC70R SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE.
12. MEGHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOGATION
INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY
OTHER5.
13. CONTRACTOR SHALL COORDINATE WITH OWNER FOR APPROVAL OF LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS,
FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS ETC.
14. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS SHALL BE
APPROVED BY OWNER.
15. ALL FLOORS SHALL BE LEVEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY CONDITIONS THAT DO NOT MEET THIS
STANDARD.
16. FLOOR FINISH TRANSITIONS SHALL OCCUR UNDER DOORS, UNLESS SHOWN OR NOTED OTHERWISE.
17. MECHANICAL, PLUMBING & ELECTRICAL SHALL BE DESIGN BUILD UNLESS OTHERWISE REQUIRED BY LOCAL JURISDICTION.
18. MECHANICAL, PLUMBING & ELECTRICAL DESIGN BUILD. PROVIDE SCHEMATIC DRAWINGS TO OWNER FOR REVIEW AND WRITTEN APPROVAL.
PROVIDE OPERATIONAL AND MAINTENANCE MANUAL TO OWNER PRIOR TO CLOSE OUR OF JOB AND FINAL PAYMENT.
19. THE DESIGNER/ARCHITECT AND/OR THE OWNER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THE
DESIGNER/ARCHITECT AND/OR THE OWNER WILL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF ANY CONTRACTORS,
SUBCONTRACTORS, OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.
20. CONTRACTOR SHALL PROVIDE AIR BALANCING BY AN INDEPENDENT AIR BALANCING FIRM.
21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CASEWORK, SPECIALTY WALL TREATMENTS, FLOOR PATTERNS, STONE
INSTALLATIONS AND COUNTERTOPS FOR REVIEW AND APPROVAL BY DESIGNER/ARCHITECT.
22. CONTRACTOR SHALL ACQUIRE PUBLIC WORKS APPROVAL PRI�R TO PERFORMING ANY WORK WITHIN THE CITY RIGHT-OF-WAY (SIDEWALK
OR ROAD).
MECHANICAL AND ENERGY NOTES
1. ELECTRICAL DESIGN AND INSTALLATION TO BE PER 2014 SEATTLE ELECTRICAL CODE. WORK TO BE UNDER SEPARATE PERMIT.
2. PLUMBING DESIGN AND INSTALLATION TO BE PER 2012 SEATTLE MECHANICAL CODE. WORK TO BE UNDER SEPARATE PERMIT.
3. HEATING DESIGN AND INSTALLATION SHALL CONFORM TO 2012 SEATTLE MECHANICAL CODE.
� 4. INDOOR DESIGN TEMPERATURES SHALL BE 7d DEGREES F. FOR HEATING AND 78 DEGREES F. FOR COOLING. ALL GLASS TO BE INSULATING
TYPE, THICKNESS AS DESIGNED BY MANUFACTURERS.
5. ALL OPENINGS TO BE CAULKED, WEATHERSTRIPPED, OR SEALED. TEARS AND JOINTS IN BATT INSULATION TO BE SEALED WITH TAPE.
6. HEATING AND VENTILATION SYSTEM TO BE COMPRISED OF A SUPPLY AND RETURN AIR SYSTEM. SYSTEM TO BE FORCED AIR.
LEGEND
� � ELEVATION
A
4 A3.0 2 INTERIOR
SHEET ELEVATION
1
3 NUMBER
2 DETAIL A
DETAILS
A1.2 SHEET
NUMBER
CEILING
SECTION ACT TMPE
2 BUILDING 9'-0"
A1.2 SECTIONS CEILING
SHEET HEIGHT
NUMBER
�
ABBREVIATIONS -
ACT = ACOUSTICAL CEILING TILE HW = HOT WATER
AFP = ACOUSTICAL FABRIC PANEL LRV = LIGHT REFLECTANCE VALUE
AFF = ABOVE FINISHED FLOOR NIC = NOT IN CONTRACT
CW = CO�.D WATER PC = POWDER COAT
EX = EXPLOSION PROOF RCP = REFLECTED CEILING PLAN
CFCI = F�1RN1$HED & INSTALLED BY CONTRACTOR TBD = TO BE DETERMINED
OFOI = F�JRNISHED & INSTALLED BY OWNER TYP = TYPICAL
OFCI = FURNISHED BY OWNER INSTALLED BY CONTRACTOR UNO = UNLESS NOTED OTHERWISE
FIN = DIMENSION TO FINISHED FACE OF WALL WP = WEATHER PROOF
FRP = FIF3ERGLASS REINFORCED PANEL +46" = INDICATES HEIGHT ABOVE FINISHED FLOOR
FS = FLC10R SINK OR ABOVE FINISHED GRADE TO TOP OF DEVICE.
GWB = GYPSUM WALL BOARD
HM = HOLLOW METAL
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2015 (BC SECTION 1d08 MEANS OF EGRESS
ILLUMINATION REQUIRED
The means of egress serving a room or space shall be
illuminated at all times that the room or space is occupied;
iflumination level shall be not less than 1 footcantlte at the
walking surface:
The power supply for means of egress illumination shall
normally be provided by the premises' electrical supply.
In the event of power supply failure in rooms and spaces that
require two or more means of egress, an emergency electrical
system shall automatically illuminate all of the following areas:
1. Aisles, 2. Corridors, 3. Exif access stairways and ramps.
In the event of power supply failure in buildings that require
two or more means of egress, an emergency electrical system
shall automatically illuminate a�l of the following areas: 1.
Interior exit access stairways and ramps. 2. Interior and
exterior exit stairways & ramps, 3. Exit passageways, 4.
Vestibules at: tevei of discharge, 5. Exteriar landings antl areas
used far exit discharge
EMERGENCY ILLUMINATION FOR BUILDINGS AND
DURATION OF ILLUMINATION (1008.3.2--10Q8.3.5)
In the event of pawer supply failure in Roams and spaces,
an emergency electrical system shall automatically illuminate
all of the following areas:l. Electrical equipment rooms, 2. Fire
command centers, 3. Fire pump rooms, 4. Generator rooms,
5. Public restroams with an area greater than 3Q0 square feet.
The emerger�cy power system shall provide pawer for a,
duraticrn af nat tess than 9(} minutes and shall cansist af
stc�rage batterie�, unit equipment ar an on-site gensrator.
Illumination level under emergency power, fhe lighting
facilities shall be arranged to pravide initial illumination that is �
not less than an average of 1 footcandle and a minimum at
any point of 0.1 foatcandle measured along the path of egress
at floor level.
1lturninafion levels shalf t�e permit�ed to dectine ta 0.6 �
foatcantlle average and a rninimum at any point of f}.06 ��
faatcandte at the end of the emergency lighting time duration.
A ma�cErrtum-to-minirnum itturnination uniformity ratio of 40 to �
shall naf be exceeded.
�
INDEX OF DRAWINGS � �
A1.0 NOTES, PROJECT INFORMATION, SITE PLAN
A1.1 PROJECT SPECIFICATIONS
A2.0 CONSTRUCTION PLAN
A2.1 FINISH PLAN
A3.0 REFLECTED CEILING PLAN
A4.0 EXTERIOR ELEVATIONS/INTERIOR ELEVATIONS
A4.1 INTERIOR ELEVATIONS
A5.0 DETAILS
1
K-1 KITCHEN EQUIPMENT PLAN
K-2 KITCHEN EQUIPMENT SCHEDULE
PROJECT DESCRIPTION
INTERIOR TENANT IMPROVEMENT FOR A RESTAURANT - NO CHANGE OF USE, NO
EXTERIOR WORK, NO SITE WORK
CODE INFORMATIUN
BUILDING CODES: INTERNATIONAL BUILDING CODE
IPC K�
�« IFC
� pQ �` CC/ANSI A117.1 ( ACCESSIBILITY)
+� �r.� IECC
WASHINGTON STATE AMENDMENTS
WASHINGTON STATE ENERGY AND VENTILATION CODE
IT IS INTENDED THAT THE ABOVE CODES & REGULATIONS REFER TO THE LATEST
EDITION OR REVISION IN FORCE ON THE DATE OF THESE DRAWINGS.
DEFERRED/RELATED PERMIT SUBMITTALS
ELECTRICAL, PLUMBING, MECHANICAL, AND FIRE SPRINKLER PERMIT SUBMITTALS
BY TRADES UNDER SEPARATE SUBMITTAL.
NO DEMOLITION WORK. �
FREEZERS AND COOLERS SHALL REQUIRE SEPARATE MECHANICAL PERMITS.
„. � .
, IBC 1004.3
POSTING OF OCCUPANT LOAD
, Every room or space that is assembly occupancy
shall have the occupant load of the room or space
posted in a conspicuous place, near the main exit or
, exit access doorway from the room ar space. Posted
� signs shall be oi an approved legible permanent
design and shall be maintained by the owner or
authorized agent.
PROJECT & BUILDING INFORMATI�N
PROJECT ADDRESS: WESTFEILD SOUTHCENTER MALL
161 SOUTHCENTER MALL
SEATTLE , WA 98188
ASSESSOR'S PARCEL NUMBER: 920247-0130
LEGAL DESCRIPTION: WEA SOUTHCENTER LLC BSIP PER BSIP
REC VOL 256 PGS 1-9 WHICH REPLACES
BSIP REC VOL 249 PGS 77-84 (AKA PARCEL
A TUKWILA BSIP
#L10-032 REC#20101021000765
ZONING: TUC- TUKWILA URBAN CENTER
EXISTING OCCUPANCY CLASSIFICATION: M (MERCANTILE}
TYPE OF CONSTRUCTION
PROJECT AREA:
TOTAL STORIES:
PROJECT STORY:
FIRE SPRINKLERED:
I I
9,288 S.F.
1
GROUND
YES- FULLY SPRINKLERED
OCCUPANCY LOAD
ASSEMBLY - MAIN FLOOR: . 4479 SF / 15 = 299
FOOD PREP / WORKROOM: 3843 SF / 200 = 19
STORAGE : 52 SF / 500 = 1
TOTAL OCCUPANCY: 319
OCCUPANCY GROUP: A
NUMBER OF EXITS REQUIRED: 2
REFER TO EGRESS PLAN DIAGRAM BELOW FOR AREA OCCUPANCY
SUMMARY
CONTACT INFURMATION
APPLICANT: CHIN-LEY/RECHE ASSOCIATES
1516 MELROSE AVENUE
SUITE 200
SEATTLE, WA 98122
CONTACT: SERGIO CHIN-LEY
TEL: 206.938.1501
FAX: 206.935.3449
EMAIL: sergio@chinleyreche.com
TENANT: DING TAI FUNG
700 BELLEVUE WAY NE #280
BELLEVUE, WA 98004
CONTACT: DAVID WASIELEWSKI
TEL: 206.953.0770
davewas@hotmail.com
ARCHITECT/DESIGNER: CHIN-LEY/RECHE ASSOCIATES
1516 MELROSE AVENUE
SUITE 200
SEATTLE, WA 98122
CONTACT: SERGIO CHIN-LEY
TEL: 206.938.1501
FAX: 206.935.3449
EMAIL: sergio@chinleyreche.com
BATHROOM PLUMBING FIXTURES
TOTAL OCCUPANT LOAD = 160 PER GENDER
PER IBC TABLE 2902.1:
WOMEN'S BATHROOM - 3 WC REQUIRED, 3 PROVIDED
2 LAVS REQUIRED, 3 PROVIDED
MEN'S BATHROOM - 3 WC REQUIRED, 2 WC PROVIDED + 2 URIN
2 LAVS REQUIRED, 3 PROVIDED
PROJECT SITE
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EGRESS PLAN
SCALE: 1/8" = 1'-0"
VICINITY MAP
NOT TO SCALE
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Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
project title:
Ding Tai Fung �
Wesifield Southcenter Mall
161 Southcenter Mall
Seattle, WA 98188
2356 REGISTERED
� ARCHITECT
� .�J�el�r.�!�tQ17uG
JOHN P. SERKLAND
STATE OF WASHINGTON
�ate:
06.24.16
08.25.16
date:
June 24, 2016
description:
permit set
permit rev �
draw�ng t�tie
PRO�€�T=DOCUMENTS
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SPECIFICATIONS
CONTRACTUAL INFORMATION
EXAMINATION OF THE SITE
THE CONTRACTOR SHOULD VISIT THE SITE ACQUAINT THEMSELVES WITH THE EXISTING CONDITIONS, AND
INCORPORATE THOSE OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. NO
ADDITIONAL COMPENSATION WILL BE APPROVED FOR CONDITIONS THAT WERE DISCLOSED BY THE
PROJECT TEAM, APPARENT TO THE GENERAL PUBLIC, AVAILABLE FOR INSPECTION DURING NORMAL
BUSINESS HOURS AND NECESSARY FOR A SUCCESSFUL BIDDER TO BE AWARE OF.
INTERPRETATION OF DOCUMENTS
INTERPRETATION OF THE DOCUMENTS SHALL BE MADE BY THE OWNER.
ALTERNATES
ALTERNATES WILL BE EXERCISED AT THE OPTION OF OWNER. GC SHALL COORDINATE RELATED WORK
AND MODIFY SURROUNDING WORK AS REQUIRED.
CONTRACTUALDOCUMENTS
SHALL BE PROVIDED BY THE OWNER.
WARRANTY
CONTRACT�R SHALL WARRANTY HIS WORK FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL
COMPLETION. CONTRACTOR SHALL REPAIR ANY DEFECTIVE WORK IN A TIMELY MANNER, AT NO
ADDITIONAL COST TO THE OWNER
CHANGE ORDER PROCEDURES
FOLLOW THE PROCEDURES DESCRIBED IN THE OWNERS CONTRACT DOCUMENT.
PROJECT RECORD DOCUMENTS
CONTRACTOR SHALL MAINTAIN "AS-BUILT" RECORDS ON THE PERMIT SET HE IS REQUIRED TO KEEP ON
THE SITE. DOCUMENT ANY CHANGES REQUIRED BY FIELD CONDITIONS, SUPPLEMENTAL CHANGES
AND/OR DETAILS NOT INDICATED IN THE ORIGINAL DOCUMENTS. UPON COMPLETION OF THE PROJECT
DELIVER THIS "AS-BUILT" RECORD TO OWNER.
GENERAL REQUIREMENTS
A. SUMMARY OF WORK
1. ALL WORK IS ASSOCIATED WITH CONSTRUCTION OF THIS RESTAURANT WITHIN THE EXISTING TENANT
SHELL SPACE. INSTALL NEW INTERIOR FINISHES, BUILD NEW FULL HEIGHT PARTITION WALLS, INSTALL
NEW CASEWORK AND EQUIPMENT PER PLAN. CLEAN, REPAIR, AND RESTORE ALL OF THE AREA OF
WORK,
2. CONTRACTOR SHALL PROVIDE THE FOLLOWING (UNLESS NOTED OTHERWISE IN THE CONTRACT
DOCUMENT):
a. LABOR, MATERIALS AND EQUIPMENT
b. TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY
c. OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION
OF THE WORK.
3. PAY LEGALLY REQUIRED SALES, CONSUMER, AND USE TAXES.
4. SECURE AND PAY FOR, AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK, AND AS
APPLICABLE OF TIME OF RECEIPT OF BIDS:
a. PERMITS - SUB TRADE PERMITS AND INSPECTIONS - OWNER WILL APPLY FOR BUILDING PERMIT
AND WILL PAY FOR IT.
b. GOVERNMENT FEES
c. LICENSES
5. COMPLY WITH LANDLORD REGULATIONS.
6. COMPLY WITH CODES, ORDINANCES, RULES, REGULATIONS, ORDERS AND OTHER LEGAL
REQUIREMENTS OF PUBLIC AUTHORITIES WHICH BEAR ON PERFORMANCE OF WORK.
7. LEGAL REQUIREMENTS: IT IS NOT CONTRACTOR'S RESPONSIBILITY TO MAKE CERTAIN THAT
DRAWINGS AND SPECIFICATIONS COMPLY WITH CODES AND REGULATIONS.
8. ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG EMPLOYEES. DO NOT EMPLOY ON WORK:
a. UNFIT PERSONS.
b. PERSONS NOT SKILLED IN ASSIGNED TASK.
9. PROVIDE A QUALIFIED FULL TIME, ON SITE CONSTRUCTION SUPERINTENDENT.
10. MAINTAIN ON SITE AT LEAST ONE SET OF CONSTRUCTION DOCUMENTS, INCLUDING SPECIFICATIONS,
ADDENDA, SUPPLEMENTAL INSTRUCTIONS, SHOP DRAWINGS AND OTHER SUCH INSTRUCTIONAL
INFORMATION FROM THE DESIGNER AND THE OWNER.
11. MATERIALS FURNISHED BY OWNER FOR INSTALLATION BY CONTRACTOR:
NOTE: POWER AND BLOCKING REQUIREMENTS AS NOTED ON THE DRAWINGS
a. CHAIRS, TABLES, AND STOOLS
b. THEMED PARAPHERNALIA
c. AUDIO VISUAL EQUIPMENT
d. EQUIPMENT AS SCHEDULED ON THE DRAWINGS
12. WORK BY OWNER VENDORS:
NOTE: CONTRACTOR SHALL RECEIVE AND HANDLE FOR ON-SITE STORAGE ALL EQUIPMENT
FURNISHED BY THE OWNER.
a. EQUIPMENT AS SCHEDULED ON THE DRAWINGS.
b. IDENTIFICATION SIGNAGE (POWER, BLOCKING AND FINAL CONNECTION BY GC).
TESTING
CONTRACTOR SHALL PROVIDE AND PAY FOR REQUIRED TESTS AND INSPECTIONS FOR THE FOLLOWING:
A. ALL SPECIAL INSPECTIONS AS REQUIRED BY LOCAL BUILDING CODES.
CLEANING
A. MAINTAIN PREMISES FREE FROM ACCUMULATIONS OF WASTE, DEBRIS AND RUBBISH CAUSED BY
OPERATIONS. TRASH SHOULD BE CLEARED AT END OF EACH WORKING DAY.
B. REMOVE BOXES AND OTHER SHIPPING MATERIALS PROVIDED BY THE OWNER.
C. FINAL CLEANING SHALL BE ACCOMPLISHED TO A LEVEL THAT IS OCCUPANT READY.
TEMPORARY UTILITIES
CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY FOR WATER AND ELECTRIC
POWER DURING THE CONSTRUCTION WORKS.
TEMPORARY BARRIERS
A. GENERAL REQUIREMENTS
1. IF REQUIRED BY LANDLORD, COORDINATE WITH LANDLORD'S TENANT REPRESENTATIVE AND ABIDE BY '
LANDLORD'S BARRIER REQUIREMENTS.
PORTABLE FIRE EXTINGUISHERS AND CABINETS
A. PROVIDE FIRE EXTINGUISHERS FOR EACH EXTINGUISHER CABINET AND OTHER LOCATIONS AS SHOWN ON THE
DRAWINGS. FURNISH ONLY NEW FIRE EXTINGUISHERS WHICH ARE APPROVED AND LABELED BY UNDERWRITERS
LABORATORIES.
1. FILL AND SERVICE EXTINGUISHERS IN ACCORDANCE WITH GOVERNING AUTHORITIES.
2. PROVIDE THE MANUFACTURER'S STANDARD MOUNTING BRACKETS FOR EXTINGUISHERS NOT LOCATED IN
CABINETS.
B. WATER PRESSURIZED (2A): 2-1/2 GALLON SIZE, STAINLESS STEEL CONTAINER WITH PRESSURE-INDICATING GAGE, FOR
CLASS A FIRES.
C. DRY CHEMICAL (4BC): 2-1/2 POUND, ENAMELED STEEL CONTAINER WITH PRESSURE-INDICATING GAGE, FOR CLASS B
AND CLASS C FIRES.
FIRE EXTINGUISHER CABINETS
A. GENERAL: PROVIDE FIRE EXTINGUISHER CABINETS SUITABLE FOR HOUSING ONE STANDARD-SIZE FIRE
EXTINGUISHER AS SPECIFIED, AS FOLLOWS:
1. RECESSED: TRIM WITH BEVELED OR ROUNDED EDGES IN CONTACT WITH WALL SURFACE. PROVIDE
SQUARE CORNERS WITH APPROXIMATELY 1-1/4 INCH-WIDE TRIM, UNLESS OTHERWISE SHOWN.
B. METAL GAGE: PROVIDE CABINETS FABRICATED OF THE FOLLOWING MINIMUM EQUIVALENT STEEL GAGES:
2. BOX: 20 GAGE
3. TRIM FRAME: 18 GAGE
4. TUBULAR DOOR PERIMETER FRAME: 20 GAGE
C. CONSTRUCTION: ONE-PIECE TUBULAR DOOR FRAMES, MITERED AND WELDED. ONE-PIECE METAL TRIM FRAME,
TO SUIT CABINET STYLE REQUIRED. WELD ALL JOINTS AND GRIND SMOOTH PROVIDE THE MANUFACTURER'S
STANDARD STEEL BOX WITH WHITE, BAKED ENAMEL INTERIOR FINISH AND PRIMED EXTERIOR FINISH.
D. DOORS: BREAK-GLASS PANEL, DSA GLASS, WITH INSIDE LATCH AND LOCK.
E. DOOR HARDWARE: CONTINUOUS-TYPE HINGE PERMITTING DOOR TO OPEN 180 DEGREES. PROVIDE EITHER
LEVER HANDLE WITH CAM ACTION LATCH, OR DOOR PULL AND FRICTION LATCH.
OTHER GENERAL REQUIREMENTS
A. THE WORK INCLUDES:
1. ALL NECE5SARY DEMOLITION, CUTTING AND PATCHING NECESSARY TO PRODUCE THE INTENDED RESULTS.
2. ALL LABOR, SERVICES AND MATERIALS NECESSARY TO PRODUCE THE INTENDED RESULTS.
3. ALL PATCHING NECESSARY FOR STRUCTURAL, MECHANICAL AND ELECTRICAL WORK.
B. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH TRADE AND INDUSTRY STANDARDS, MANUFACTURER'S
RECOMMENDATIONS AND QUALITY CONSTRUCTION PRACTICE.
C. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND REPORT TO THE ARCHITECT ANY DISCREPANCIES
AFFECTING THE WORK.
D. CONTRACTOR SHALL PROTECT EXISTING BUILDING AS REQUIRED, AND REPAIR ANY DAMAGE ONE AT NO COST
TO THE OWNER.
CUTTING AND PATCHING
A. ALL CUTTING AND PATCHING SHALL BE DONE TO MAINTAIN STRUCTURAL ACOUSTICAL, AND FIRE ROLLING
, INTEGRITY, AND TO PROVIDE A SMOOTH FINISHED APPEARANCE WHEN COMPLETED.
' B. CUTTING AND PATCHING INCLUDES:
1. PIPE ROUTING FOR FOOD SERVICE EQUIPMENTAS OUTLINED ON DRAWINGS.
2. INFILLING OPENINGS WHETHER OR NOT SPECIFICALLY DESIGNATED.
CONCRETE
CONCRETE FINISH SHALL BE SMOOTH TROWEL FINISH UNO.
MISCELLANEOUS METALS
A. MAJOR ITEMS OF METAL INCLUDE STEEL FRAMING SUPPORTS FOR COUNTERTOPS AND FRAMING AND SUPPORTS
FOR CEILINGS, BULKHEADS AND SOFFITS, AND SPECIALTY ITEMS.
' B. METAL SHALL BE NEW, FREE OF RUST AND DEFECTS AND OF BEST COMMERCIAL QUALITY.
', C. STEEL SHALL CONFORM TO LATEST EDITION OF ASTM, A-36, GRADE B.
�� D. ERECT IN ACCORDANCE WITH AISC SPECIFICATIONS.
INTERIOR FIRE-RETARDANT TREATMENT
MATERIALS SHALL BEAR UNDERWRITER LABORATORIES (UL) LABEL FR-S.
ROUGH CARPENTRY
A. INSPECTION: PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER
TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY
PROPERLY COMMENCE AND BE PERFORMED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN AND ALL
PERTINENT CODES AND REGULATIONS.
B. DISCREPANCIES: IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGNER. DO NOT PROCEED WITH
INSTALLATION UNTIL FULLY RESOLVED.
C. GENERAL: INSTALL ROUGH CARPENTRY TO PRODUCE FRAMING WHICH IS LEVEL OR PLUMB WITH JOINTS THAT
ARE TRUE, TIGHT AND WELL NAILED. ASSEMBLE ALL MEMBERS IN ACCORDANCE WITH THE APPROVED DRAWINGS
AND APPROPRIATE CODES.
D. SELECTION OF LUMBER: CAREFULLY SELECT ALL LUMBER. WHEN CUTTING LONG LENGTHS INTO SHORT PIECES,
EXERCISE CARE TO AVOID REDUCING THE GRADE. LUMBER MAY BE REJECTED BY THE ENGINEER AT ANY TIME
FOR FAULTS OR DEFECTS IN EXCESS OF THOSE DESCRIBED IN SECTION 06060 - LUMBER AND TIMBER.
FINISH CARPENTRY
A. PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND
VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THE WORK OF THIS SECTION MAY PROPERLY
COMMENCE AND BE COMPLETED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN.
B. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGNER FOR RESOLUTION BEFORE PROCEEDING.
C. GENERAL: ALL FINISH CARPENTRY JOINTS, SEAMS, OR FITTINGS SHALL BE TRUE, TIGHT AND WELL FASTENED.
ALL MEMBERS SHALL BE ASSEMBLED IN ACCORDANCE WITH THE APPROVED DRAWINGS.
D. JOINTING:
�, 1. MAKE ALL JOINTS TO CONCEAL SHtZINKAGE; MITER ALL EXTERIOR CORNERS; COPE ALL INTERIOR
'�� CORNERS; MITER OR SCARF ALL END-TO-END JOINTS.
', 2. INSTALL ALL TRIM AND MOLDING IN PIECES AS LONG AS POSSIBLE, JOINTING ONLY OVER BACKING OR
' OTHER SOLID SUPPORT.
E. FASTENING: USE GALVANIZED FASTENERS ONLY WHEN USING WATERBORNE SALT-TREATED MATERIALS.
1. INSTALL ALL ITEMS STRAIGHT, LEVEL, PLUMB, PROPERLY ORIENTED AND FIRMLY ANCHORED IN PLACE.
COORDINATE WITH ALL OTHER TRADES TO ENSURE PROPER PLACEMENT OF ALL BLOCKING AND BACKING
REQUIRED.
2. NAIL INTERIOR TRIM WITH FINISH NAILS OF THE PROPER SIZE; DRILL AS REQUIRED TO PREVENT SPLITfING.
3. NAIL EXTERIOR TRIM WITH GALVANIZED FINISH NAILS OF THE PROPER SIZE; DRILL AS REQUIRED TO
Pr,�vENT SPLITfING. MAKE ALL JOINTS TO EXC�u�e wATe� AN� sET IN WATERPROOF GLUE oR iN
CAULKING COMPOUND
4. SET ALL NAILS FOR PUTTY ON EXPOSED FINISH WORK.
5. CREWS MAY BE STARTED BY DRIVING EXCEPT ON EXPOSED FINISH WORK OR WHERE SPLITTING MAY
OCCUR. PRE-DRILL SCREW HOLES ON ALL EXPOSED FINISH WORK. TURN SCREWS INTO FINAL POSITION ON
ALL WORK, USING CARE NOT TO DAMAGE THE SCREW HEAD OR DRIVING RECESS.
F. FLOORS UNDER RESILIENT COVERING: LAY THE UNDERLAYMENT IN AS LARGE SHEETS AS PRACTICABLE �VER
3/4-POUND UNSATURATED DEADENING FELT. FIT THE SHEETS TIGHT AND NAIL THEM TO THE JOISTS BELOW WITH
L HEAD-CUT FLOORING NAILS SET BELOW THE SURFACE WITH THE SPECIAL TOOL USED FOR THAT PURPOSE.
SPACE NAILS AT FOUR INCH CENTERS AROUND THE EDGES AND AT EIGHT INCH CENTERS ALONG THE
INTERMEDIATE BEARINGS. FILL THE JOINTS BETWEEN SHEETS AND NAILHEADS WITH WOOD PUTTY. AFTER THE
WOOD PUTTY HAS SET, REMOVE THE OVERWOOD AT THE JOINTS BY MACHINE SANDING TO LEAVE A SMOOTH
AND EVEN SURFACE.
G. SIDING: INSTALL WHERE INDICATED ON THE DRAWINGS, IN EVEN COURSES OF AS LONG LENGTHS AS
PRACTICABLE, WITH JOINTS AT COURSES STAGGERED.
H. WOOD DOOR AND RELIGHT FRAMES: WOOD DOOR AND RELIGHT FRAMES SHALL BE 1-5/8 INCHES THICK, SOLID, '
DOUBLE-RABBETED EXCEPT WHERE DETAILED OTHERWISE. HOUSE THE HEADS INTO JAMBS AND SET THE
JOINTS OF EXTERIOR FRAMES IN AN APPROVED SEALANT.
I. SCREENING AT VENTS: INSTALL THE ALUMINUM WIRE MESH INSECT SCREEN WITH A LAP OF AT LEAST TWO
INCHES AT ALL OPENINGS. STRETCH THE MATERIAL TAUT AND TACK IT SECURELY IN PLACE USING GALVANIZED
STAPLES.
J. INSTALL ALL OTHER ITEMS TO BE INSTALLED UNDER THIS SECTION IN STRICT ACCORDANCE WITH THE
DRAWINGS AND THE MANUFACTURERS' RECOMMENDATIONS. SET THE ITEMS TRUE, STRAIGHT, PLUMB AND
LEVEL, AND ANCHORED THEM SECURELY FOR THE INTENDED USE.
K. SANDPAPER ALL FINISH WOOD SURFACES TO PRODUCE A UNIFORMLY SMOOTH SURFACE. NO IMPERFECTIONS,
SUCH AS HAMMER MARKS OR COARSE GRAIN SANDPAPER MARKS, WILL BE ACCEPTED. TOUCH UP OR
REFURBISH PRE-FINISHED OR FACTORY-FINISHED SURFACES, AS NECESSARY, ACCORDING TO THE
MANUFACTURERS' RECOMMENDATIONS.
L. KEEP THE WORK AREA IN A NEAT, SAFE, ORDERLY CONDITION AT ALL TIMES, FREE FROM AN ACCUMULATION OF
SAWDUST AND DEBRIS. LEAVE THE AREA BROOM-CLEAN UPON COMPLETION.
CUSTOM CABWETS
, A. ALL CUSTOM CABINETRY TO FOLLOW DESIGNER'S DESIGN INTENT DRAWINGS.
B. FABRICATE, ASSEMBLE AND FINISH ALL CABINETWORK AT THE FACTORY INSOFAR AS POSSIBLE;
CONSTRUCT UNITS IN SIZES TO PERMIT CONVENIENT AND EFFICIENT HANDLING AND INSTALLATION;
PROVIDE ALL ITEMS NECESSARY FOR COMPLETE INSTALLATION AT THE LOCATIONS REQUIRED IN THE
PROJECT. MACHINE ALL PARTS FOR PRECIStON FIT AND ASSEMBLE WITH FASTENINGS AND ADHESIVES FOR
PERMANENTLY SECURE CONSTRUCTION, REINFORCED AS REQUIRED FOR STRENGTH AND RIGIDITY.
CONSTRUCT CABINETWORK TO TRUE DIMENSIONS, SQUARE, LEVEL AND PLUMB; VERIFY ALL CRITICAL
INSTALLATION DIMENSIONS AT THE JOB SITE PRIOR TO FABRICATING ITEMS REQUIRING CLOSE TOLERANCE
INSTALLATION. MAKE ACCURATE AND TIGHT JOINTS; FORM TO CONCEAL SHRINKAGE AS FAR AS POSSIBLE;
SECURE BY GLUING AND NAILING WITH FINISH NAILS. USE SCREWS AND BOLTS IF REQUIRED FOR RIGIDITY.
C. INSTALL CABINETWORK, COUNTERTOPS AND SHELVING UNITS AS INDICATED, COMPLETE WITH ALL
HARDWARE AND ACCESSORY ITEMS; MAKE PLUMB AND LEVEL AND SECURELY ATTACH TO ADJOINING
CONSTRUCTION AS APPROVED. ADJUST HARDWARE AND FITTINGS FOR OPERATION TO THE SATISFACTION
OF THEOWNER; CLEAN ALL EXTERIOR AND INTERIOR SURFACES AND REPAIR ALL DAMAGE O FINISHES.
LEAVE THE WORK FREE FROM DEFECTS AND READY FOR USE, AS APPROVED AT THE IME OF FINAL
ACCEPTANCE.
D. REPAIR DAMAGED AND DEFECTIVE WOODWORK WHERE POSSIBLE TO ELIMINATE DEFECTS FUNCTIONALLY
, AND VISUALLY; WHERE NOT POSSIBLE TO REPAIR REPLACE WOODWORK. ADJUST JOINERY FOR UNIFORM
' APPEARANCE. CLEAN, LUBRICATE AND ADJUST HARDWARE. CLEAN WOODWORK ON EXPOSED AND
, SEMI-EXPOSED SURFACES. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS, IN A MANNER
, ACCEPTABLE TO FABRICATOR AND INSTALLER, WHICH ENSURES ARCHITECTURAL WOODWORK BEING
', WITHOUT DAMAGE OR QETERIORATION AT TIME OF SUBSTANTIAL COMPLETION.
FLUID-APPLIED WATERPROOFING
A. REFERENCE LANDLORD'S STANDARDS.
B. GENERAL COMPATABILITY: PROVIDE PRODUCTS WHICH ARE RECOMMENDED BY MANUFACTURER TO BE
FULLY COMPAiIBLE WITH INDICATED SUBSTRATES. PROVIDE ONE OR TWO-PART URETHANE-BASED
WATERPROOFING.
C. URETHANE-BASED, TWO-PART WATERPROOFING: POLYURETHANE RUBBER-BASED LIQUID MEMBRANE
MATERIAL, SELF-BONDING TO NORMAL SUBSTRATES, PACKAGED IN TWO COMPONENTS TO BE MIXED AT
TIME OF USE, COMPOUNDED SPECIFICALLY FOR APPLICATION METHOD TO BE USED [BY HAND OR SPRAY]
AND FOR SLOPE OF SUBSTRATE, NOT LESS THAN 97% SOLIDS IN UNCURED BLEND, TESTED BY
MANUFACTURER TO COMPLY WITH FOLLOWING REQUIREMENTS FOR CURED MEMBRANE:
1. TENSILE STRENGTH (MIN)40 PSI; ASTM D412ULTIMATE ELONGATION (MIN)400%; ASTM D412HARDNESS
(SHORE A) 5 TO 20; ASTM D2240LOW TEMP. BRITTLENESS-40°F (-40°C); ASTM D746
D. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING:
1. SURE-SEAL LIQUISEAL; CARLISLE TIRE & RUBBER CO.
2. GACOFLEX LM-60H; GACO WESTERN
3. THIO-DECK MEMBRANE SP; MAMECO
SEALANTS
' A. ACCEPTABLE MANUFACTURS ARE PECORE OR EQUAL AND APPROVED.
I B. ACRYLIC LATEX CAULK AT DOOR FRAMES AND INTERIOR TRIM SHALL BE ANSI C834; PAINTABLE TYPE.
I C. PROVIDE TWO (2) YEAR GUARANTEE TO OWNER ISSUED BY GENERAL CONTRACTOR AND APPUCATOR.
', D. PROVIDE PRIMERS, JOINT BACKING AND OTHER ACCESSORIES AS REQUIRED AND RECOMMENDED BY THE
I MANUFACTURER.
E. PREPARE SURFACE PER SEALANT MANUFACTURER'S RECOMMENDATIONS. APPLY WITH SUFFICIENT
PRESSURE TO FILL ALL VOIDS AND FINISH JOINTS TO BE SLIGHTLY CANVEX AND WEATHER TIGHT.
F. INTERIOR SEALANT TO BE BC-158 BUTYL RUBBER SEALANT.
G. CAULK OR SEAL ALL JOINTS BETWEEN DISSIMILAR MATERIALS. SEAL PERIMETER OF CASEWORK AND SINKS.
H. SANITARY SEALANT TO BE SILICONE.
I. SILICONE SEALANT IN EXPANSION AND CONTROL JOINTS, COLOR TO MATCH.
WOOD DOORS
A. MATERIALS AND FABRICATION: WHEREVER FLUSH WOOD DOORS ARE SHOWN OR SCHEDULED, PROVIDE
I DOOR CONSTRUCTION COMPLYWG WITH REFERENCED STANDARDS AND THE REQUIREMENTS WHICH
'I FOLLOW.
I�, B. FACE PANELS: FABRICATE WITH 2 OR MORE PLIES AND WITH FACE VENEER OF THE SPECIES AND CUT
, SPECIFIED, PREMIUM [GOOD] GRADE (NWWDA}. PROVIDE SAME MATERIAL ON BOTH FACES OF INDIVIDUAL
' DOORS.
' 1. FACE VENEER: WHITE OAK, PLAIN SLICED, ROTARY BIRCH.
2. VENEER MATCH
3. BOOK MATCH, CENTER MATCH WITH AN EVEN NUMBER OF PIECES OF VENEER ACROSS DOOR FACE
, AND WITH A JOINT OCCURRING ON THE CENTERUNE OF THE DOOR WITH THE SAME FIGURE AND
' GRAIN ON EACH SIDE OF THE CENTERLINE.
C. EXPOSED EDGES: DOOR MANUFACTURER'S STANDARD CLOSE-GRAIN HARDWOOD, FOR PAINT FINISH.
D. SOLID HARD WOOD OF SAME SPECIES AS FACE VENEERS.
E. MANUFACTURERS: PROVIDE DOORS AS MANUFACTURED BY CAL-WOOD (SANTA-ROSA, CALIF.), EGGERS,
PAINE LUMBER CO., ALGOMA HARDWOODS, WEYERHAEUSER, OR VANCOUVER DOOR CO.
F. FOR ALL WOOD DOOR REQUIREMENTS SEE POS MASTER SPECIFICATION DIVISION 8 SECTION 08210.
HARDWARE
A. SUPPLIER: FINISH HARDWARE SHALL BE SUPPLIED BY A RECOGNIZED BUILDERS' HARDWARE SUPPLIER
WHO HAS BEEN FURNISHING HARDWARE IN THE SAME AREA AS THE PROJECT FOR A PERIOD OF NOT LESS
THAN TWO YEARS. THEY SHALL BE A FACTORY AUTHORIZED DISTRIBUTOR OF THE EXIT DEVICES,
LOCKSETS, AND DOOR CLOSERS. THE SUPPLIER'S ORGANIZATION SHALL INCLUDE A MEMBER OF THE
AMERICAN SOCIETY OF ARCHITECTURAL HARDWARE CONSULTANTS WHO IS AVAILABLE AT ALL
REASONABLE TIMES DURING THE COURSE OF THE WORK TO MEET WITH THE PORT OF SEATTLE OR
CONTRACTOR FOR PROJECT HARDWARE CONSULTATION.
B. INSTALLER: FINISH HARDWARE SHALL BE INSTALLED ONLY BY EXPERIENCED TRADESMEN IN COMPLIANCE
WITH TRADE UNION JURISDICTIONS, EITHER AT THE DOOR AND FRAME FABRICATION PLANT OR AT THE
PROJECT SITE.
C. CODES:
1. ALL FINISH HARDWARE SHALL COMPLY WITH APPLICABLE LOCAL AND/OR STATE CURRENT BUILDING
CODES.
2. HARDWARE FOR FIRE-RATED OPENINGS SHALL ALSO BE IN COMPLIANCE WITH ALL FIRE BUILDING
CODES APPLICABLE TO THE DISTRICT IN WHICH THE BUILDING IS LOCATED. PROVIDE ONLY
HARDWARE WHICH HAS BEEN TESTED AND LISTED BY "UL" FOR THE TYPES AND SIZES OF DOORS
REQUIRED, AND WHICH COMPLIES WITH THE REQUIREMENTS OF THE DOOR AND DOOR FRAME
LABELS.
PAINTS AND COATINGS
D. UNLESS OTHERWISE SPECIFIED, FURNISH PAINT, VARNISH, STAIN, ENAMEL, LACQUER, FILLERS AND
RELATED PRODUCTS FOR PRIME AND INTERMEDIATE AND FINISH COATS, OF A TYPE BRAND AND
MANUFACTURE LISTED IN MASTER PAINTER'S INSTITUTE MANUAL, LATEST EDITION, FACTORY-LABELED FOR
POSITIVE IDENTIFICATION. MATERIALS NOT SPECIFICALLY NOTED IN THE MASTER PAINTER'S INSTITUTE,
AND REQUIRED FOR THE WORK SUCH AS LINSEED OIL, SHELLAC, THINNERS OR OTHER MATERIALS
REQUIRED FOR THE WORK, SHALL BE OF QUALITY NOT LESS THAN REQUIRED BY APPLICABLE PUBLISHED
FEDERAL OR STATE SPECIFICATION STANDARDS, AND AS MANUFACTURED BY APPROVED FIRMS.
E. MATERIALS SELECTED FOR COATING SYSTEMS FOR EACH TYPE OF SURFACE SHALL BE THE PRODUCT OF A
SINGLE MANUFACTURER.
F. ALL PAINT MATERIALS SHALL BE THE RESPECTIVE EQUIVALENT, IN THE OPINION OF THE DESIGNER, TO THE
SEVERAL TYPES OF MATERIALS SPECIFIED. DELIVER ALL MATERIALS TO THE JOB SITE IN THE ORIGINAL,
UNBROKEN CONTAINERS, BEARING THE MANUFACTURERS' LABELS INDICATING THE CONTENTS AND
DIRECTIONS FOR USE, STORAGE AND HANDLING.
G. MATERIALS NOT SPECIFICALLY NOTED BUT REQUIRED FOR THE WORK, SUCH AS LINSEED OIL, SHELLAC,
THINNERS, OR OTHER MATERIALS, SHALL BE THE PRODUCT OF THE APPROVED PAINT MANUFACTURER.
H. THERE SHALL BE NO SUBSTITUTION OF THE PAINT MANUFACTURER, TYPE, COLOR OR FINISH SPECIFIED IN
THE FINISH LEGEND WITHOUT THE EXPRESSED CONSENT OF THE DESIGNER.
FIBERGLASS REINFORCED PANEL
A. PROVIDE AND INSTALL FRP PANELS AS SPECIFIED IN THE FINISH LEGEND AND FINISH SCHEDULE USING
MANUFACTURER'S RECCOMMENDED ADHESIVE TO ALL SKULLERY AND STORAGE AREAS AS REQUIRED
BY THE HEALTH DEPARTMENT.
B. INSTALL PER MANUFACTURER'S RECOMMENDATIONS WITH SPECIFIED 6" COVED BASE AND SILICONE
SEALANT.
C. PROVIDE 1 Yz" HEAVY DUTY CORNER GUARDS AT ALL OUTSIDE CORNERS.
WALL GUARDS
A. GUARDS SHALL BE MANUFACTURED FROM HIGH-IMPACT VINYUACRYLIC MATERIAL WITH MATTE FINISH
PEBBLE GRAIN SURFACE, COLOR INDICATED, OR IF NOT INDICATED, AS SELECTED BY DESIGNER. COLOR
SHALL BE INTEGRAL THROUGHOUT DEPTH OF MATERIAL. FLAME SPREAD SHALL BE LIMITED TO 25, IN
ACCORDANCE WITH ASTM E84. GUARDS SHALL BE EQUIPPED WITH EXTRUDED ALUMINUM RETAINER, AND
MANUFACTURER'S STANDARD ANCHORAGES FOR TYPE OF GUARD AND SUBSTRATE CONSTRUCTION.
B. IF WALL GUARDS ARE TO LOCATED ON WALLS IN PUBLIC AREAS OR VISIBLE BY THE PUBLIC, CONSULT
THE ARCHITECT FOR THE MAKE, MADEL, MATERIAL AND FINISH.
GYPSUM BOARD & ACCESSORY MATERIALS
A. GYPSUM BOARD SHALL CONTAIN RECYCLED MATERIAL: PAPER COVER, 100%; GYPSUM CORE, 10%
MINIMUM CONTENT RECYCLED GYPSUM.
B. INTERIOR GYPSUM PANELS: ASTM A36. SHALL BE TAPERED EDGE FOR FINISHED SURFACES AND BUTT
EDGE FOR CONCEALED SURFACES; [REGULAR] [TYPE X FIRE-RATED] [COREBOARD] [FOILBACK
INSULATING] [VINYL-COVERED]. MATERIALS SHALL BE THE PRODUCT OF DOMTAR GYPSUM, JAMES
HARDIE GYPSUM, U.S. GYPSUM, OR APPROVED EQUAL.
C. EXTERIOR GYPSUM PANELS: ASTM C79. WALL OR SOFFIT PANELS SHALL HAVE SPECIAL CORE AND
COVERING [T AND G] [SQUARE] EDGES, [PLAIN] [IMPREGNATED] CORE.
D. SOUND-DEADENING BOARD: ACOUSTICAL PANELS SHALL BE [TYPE X], OR APPROVED EQUAL.
E. MOISTURE-RESI5TANT GYPSUM BOARD: ASTM C630, STANDARD TYPE, [TYPE X FIRE-RATED],
WATER-RESISTANT GYPSUM BOARD SHALL BE USED IN SHOWER AND BATHROOMS AND OTHER AREAS
OF HIGH HUMIDITY.
F. GYPSUM SHEATHING: COMPLY WITH ASTM C79, MOISTURE RESISTANT TYPE. NOMINAL SIZE: STANDARD
WIDTH AND LENGTH, TONGUE AND GROOVE EDGES, ENDS SQUARE CUT.. THICKNESS, 1/2-INCH UNLESS
OTHERWISE INDICATED. GYPSUM SHEATHING SHALL CONTAIN RECYCLED MATERIAL. PAPER COVER;
100%, GYPSUM CORE; 10% MINIMUM CONTENT RECYCLED GYPSUM.
G. MANUFACTURERS: DOMTAR GYPSUM, JAMES HARDIE GYPSUM, U.S. GYPSUM OR APPROVED EQUAL.
H. THICKNESSES: AS INDICATED ON THE DRAWINGS FOR EACH APPLICATION.
I. FASTENERS: ALL FASTENERS SHALL BE GALVANIZED [METAL SCREWS SPECIALLY DESIGNED FOR
APPLICATION OF GYPSUM PANELS TO METAL STUDS] [(5D) (6D) GYPSUM WALLBOARD "COOLER� NAILS]
[NO. 6 DRYWALL SCREWS WITH SELF-DIMPLING HEAD].
J. CORNERBEAD, STOPS AND TRIM: ALL ACCESSORIES SHALL BE GALVANIZED METAL OR PLASTIC AS
RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER.
K. JOINT SYSTEM: THE JOINT SYSTEM, INCLUDING TAPE REINFORCEMENT AND COMPOUND, SHALL BE AS
RECOMMENDED BY THE MANUFACTURER.
L. ALL OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER
INSTALLATION OF GYPSUM WALLBOARD, SHALL BE AS SELECTED BY THE CONTRACTOR SUBJECT TO
THE APPROVAL OF THE DESIGN PROFESSIONAL.
GYPSUM BASE FOR VENEER PLASTER
A. GYPSUM BASE FOR VENEER PLASTER: PROVIDE GYPSUM BASE SHEETS COMPLYING WITH ASTM G588,
MANUFACTURER'S STANDARD SHEET SIZE, OF THE TYPE AND THICKNESS INDICATED ON THE
DRAWINGS.
B. ACCESSORIES FOR GYPSUM BASE SHEETS: PROVIDE FASTENERS AND OTHER SUPPORT ACCESSORIES
FOR THE TYPE AND SIZES RECOMMENDED BY THE BASE SHEET MANUFACTURER FOR THE APPLICATION
SHOWN.
CERAMIC TILE
A. FLOOR TILES SHALL BE CERAMIC, MOSAIC FLOOR TILE, NOT LESS THAN 1/4-INCH THICK, OF UNGLAZED,
[DUST-PRESSED] [WET PRESSED] [EXTRUDED], WITH CUSHION EDGES.
B. B. FLOOR TILES SHALL BE OF STANDARD GRADE CONFORMING TO ASTM C499, [SIZE] AND [COLOR].
C. THE FOLLOWING PRODUCT IS AN APPROVED SUBSTITUTE WITH RECYCLED CONTENT INSTEAD OF THE
STANDARD CERAMIC TILE FOR USE IN BOTH FLOOR AND WAINSCOT APPLICATIONS.
RESILIENT WALL BASE
A. ASTM F1861, TYPE TP, RUBBER BASE, FOUR INCH HIGH, TOP-SET, 1/8-INCH THICKNESS, WITH MOLDED
CORNERS, AS MANUFACTURED BY BURKE, ROPPE, MERCER, OR APPROVED EQUAL. COLOR SHALL BE AS
SELECTED BY THE DESIGNER.
B. PROVIDE 6" BASE UNO.
C. INSTALL ALL MATERIALS AFTER THE CONCRETE IS COMPLETELY DRY, IN STRICT ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATION; INSTALL WALL BASE BY CEMENTING DIRECTLY TO
SUBSTRATE.
D. CONDITION OF SURFACES: VERIFY THE CONDITION OF SUBSTRATES PRIOR TO INSTALLATION;
INSTALLATION OF WALL BASE WILL BE CONSTRUED AS ACCEPTANCE OF ALL CONDITIONS OF THE
INSTALLATION, INCLUDING TEMPERATURES, MOISTURE CONTENT, CLEANLINESS AND GENERAL
CONDITION OF THE SUBSTRATE. SHOULD SURFACES BE DEEMED UNACCEPTABLE FOR THE
I INSTALLATION OF WALL BASE, NOTIFY AND AWAIT THE DIRECTION OF THE DESIGNER.
E. INSTALLATION OF BASE: LAY OUT BASE MATERIAL AND CUT TO LENGTHS, GAREFULLY MATGFi EDGES AT
ALL SEAMS, OR DOUBLE-CUT ADJOINING LENGTHS. ARRANGE THE JOINTS SO AS TO BE PRACTICALLY
INVISIBLE. ADHERE BASE MATERIALS SECURELY TO THE SUBSTRATE, LAYING THE MATERIAL IN
STRAIGHT LINES WITH TOP EDGES LEVEL AND TRUE. FORM INTERNAL AND EXTERNAL CORNERS.
F. AFTER THE BASE HAS SET SUFFICIENTLY, WASH WITH NEUTRAL CLEANER; APPLY TWO COATS OF
NON-SLIP WAX, TYPE AS RECOMMENDED BY THE BASE MATERIALS MANUFACTURER. BUFF TO A
SMOOTH, DULL-GLOSS FINISH. LEAVE SURFACES CLEAN AND SMOOTH, FREE FROM WAVES, BUCKLES,
CRACKS, PROJECTING EDGES AND OTHER DEFECTS.
WALL COVERING
A. REFER TO FINISH SCHEDULE BY DESIGNER FOR FABRIC WALL COVERING TYPE, COLOR, TEXTURE, AND
PATTERN.
B. ALL MATERIAL SHALL CONFORM TO APPLICABLE CODES WITH REGARD TO FLAME SPREAD.
CONTRACTOR SHALL SUBMIT SAMPLE OF MATERIAL AND CERTIFICATION FROM INDEPENDENT TESTING
LAB.
C. LINING PAPER
1. INSTALL GENERALLY UNDER SHIKI, CORK, BURLAP, GRASS CLOTH, FOIL, FLOCK ON FOIL, OR
WHERE EXISTING CONDITIONS REQUIRE LINING PAPER AS RECOMMENDED BY WALL COVERING
MANUFACTURER.
D. PRIMER AND ADHESIVE
1. PRIMER AND ADHESIVE SHALL BE OF A TYPE RECOMMENDED BY THE WALL COVERING
MANUFACTURER AND SHALL CONTAIN A NON-MERCURY BASED MILDEWCIDE. ADHESIVE SHALL BE
STRIPPABLE TYPE. ADHESIVE TO INSTALL CAP SHALL BE OF A TYPE RECOMMENDED BY THE
MANUFACTURER OF THE WAINSCOT CAP.
E. CONDITION OF SURFACES
1. NOTIFY THE DESIGNER IN WRITING OF ALL CONDITIONS INCLUDING, BUT NOT LIMITED TO, CRACKS,
VOIDS, RIDGES, OILS, GREASE, MOISTURE, POROSITY, INDELIBLE AND WATER SOLUBLE CRAYON,
BALL OR FELT TIP PEN MARKED, AND FOREIGN MATERIALS AND SUBSTANCES WHICH WILL
PREVENT SATISFACTORY FINISHED WORK; DO NO WORK UNTIL SAID CONDITIONS HAVE BEEN
CORRECTED.
2. DO NOT START WORK UNTIL OTHER WORK REQUIRING PENETRATION OF WALL COVERING HAS
BEEN COMPLETED.
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1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 9381501
project title:
Ding Tai Fung
Westfield Southcenter Mall
161 Southcenter Mall
Seattle, WA 98188
2356 REGISTERED
� ARCHITECT
�� ..�JLrc�JFL�Cat�Lq.
JOHN P. SERKLAND
, STATE OF WASHINGTON I
date:
06.24.16
08.25.16
date:
June 24, 2016
description:
permit set
permit rev �
rawing _i _�e.�;'. =J
PRO�.�� Si?EGI F�C/���OI�lS
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CONSTRUCTION PLAN KEY NOTES
O EXISTING WINDOWS (PROTECT DURING CONSTRUCTION)
2 PROTECT EXISTING DEMISING WALL (PATCH AND REPAIR PER CODE REQUIREMENTS)
O3 NOT USED �
4 CUSTOM CASEWORK ABOVE, REFER TO ELEVATIONS
5O CUSTOM CASEWORK
O6 BANQUETTE SEATING - CUSTOM CASEWORK
O7 BAR HEIGHT TABLE - CUSTOM CASEWORK
O ADA SEATING
O9 BARSTOOLS
10 STANDARD TABLES AND SEATING
11 EQUIPMENT, REFER TO K QRAWINGS
12 ADA COUNTER, 32" HIGH
13 NOT USED �
14 BLACKENED STEEL FRAME W/ GLASS INFILL- SLIDING PANELS
CONSTRUCTION PLAN GENERAL NOTES
1. ALL NEW FLOOR, CEILING AND PARTITION FRAMING MUST BE MADE OF
INCOMBUSTIBLE MATERIALS. WOOD INSIDE PARTITIONS (ASIQE FROM SMALL
BLOCKING), RAISED FLOORS, CEILINGS & SOFFITS (INCLUDING ALL PLYWOOD AND
WOOD FRAMING AROUND DOOR BUCKS) MUST HAVE A MINIMUM ONE-HOUR FIRE
RATING AND A FIRE RATED STAMP.
2. WHEREVER DEMISING WALLS, WET WALL OR FIRE RATED SHAFTS ARE OPENED
DURING CONSTRUCTION, THEY MUST BE PATCHED WITH MATERIALS MATCHING THE
FIRE RATING OF THE BUILDING'S ORIGINAL CONSTRUCTION.
3. KITCHEN EQUIPMENT BY KITCHEN VENDOR - SHOWN ON A-DRAWINGS FOR
REFERENCE ONLY. SEE K-SHEETS FOR CONSTRUCTION DETAILS; COORDINATE ALL
CASEWORK AND SUB-CONTRACTOR TRADES W/ KITCHEN PLANS.
CONSTRUCTION LEGEND
� EXISTING DEMISING WALL CONSTRUCTION TO REMAIN
NEW PARTITION CONSTRUCTION - PARTIAL HEIGHT
� NEW PARTITION CONSTRUCTION - FULL HEIGHT
O DOOR TAG - SEE DOOR SCHEDULE
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DOOR FRAME HARDWARE
NO DESCRIPTION SIZE RATING NOTES
TYPE MATL FINISH MAT'L FINISH GROUP
1 CUSTOM ROLL UP DOOR 9'-0" X 12'-0" B MTL PAINT MTL PAINT -- CUSTOM 4
2 REAR EXIT DOOR 3'-0" X 7'-0" D GLASS -- MTL PAINT - 1 5
3 KITCHEN PASS THROUGH PAIR 3'-0" X 7'-0" C MTL ANO MTL ANO -- 3 6
4 BATHROOM/OFFICE DOOR 3'-0" X 7'-0" A WD STAIN WD STAIN -- 1 1, 2, 3
5 EXTERIOR UTILITY DOOR 3'-0" X 7'-0" A MTL PAINT MTL PAINT - 2 1, 2, 3
HARDWARE GROUPS DOOR N�TES
GROUP 1: PUSH PLATES: EMTEK, BRUSHED NICKEL FINISH 1. PROVIDE ALL NECESSARY HARDWARE INCLUDING BUTT
KICK PLATE: BRUSHED NICKEL FINISH HINGES, CLOSURE AND STOPS; PROVIDE DOOR MOUNTED
GROUP 2: LOCKSET SET STOPS AT WORKROOM & SERVICE DOORS. ALL
KICK PLATE: BRUSHED NICKEL FINISH HARDWARE TO MEET A.D.A STANDARDS
GROUP 3: PER KITCHEN EQUIPMENT VENDOR SPECS 2. CONTRACTOR TO VERIFY ALL DOOR SWINGS IN ORDER TO
ENSURE ALL DOOR HARDWARE IS ORDERED CORRECTLY
GROUP 4: PER SHELL AND CORE SPECS, VERITY WITH "HANDED"
LANDLORD TENANT COORDINATOR
3. Yz" MAX. THRESHOLD
4. CUSTOM DOOR - SHOP DRAWINGS BY OTHERS
5. PROVIDE PANIC BAR
6. PROVIDED BY KITCHEN EQUIPMENT VENDOR
,
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( Q N ,
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(USE WATER RESISTANT GWB
ON KITCHEN OR BATHROOM
SIDES)
O5 1/2" 20 GAUGE METAL STUD W/ EXISTING FRAMING REFER TO
5/8" TYPE 'X' WATER RESISTANT O ELEVATIONS FOR APPEARANCE
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DEEP PENETRATION, MIN. SHANK
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SCALE: 1-1/2" = 1'
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Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
project title:
Ding Tai Fung
Westfield Southcenter Mall
161 Southcenter Mall
Seattle, WA 98188
2356 REGISTERED
� ARCHITECT
�. .�Jiha��n�LQ.
JOHN P. SERKLAND
STATE OF WASHINGTON I
date: description:
06.24.16 permit set
08.25.16 permit rev �
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date:
June 24, 2016
arawmg t�tie
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num er
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V —
W
X —
Y —
CODE DESCRIPTION MANUFACTURER & MODEL NO. , SPECIFICATION COLOR FINISH/SIZE LOCATION NOTES
CNC POLISHED CONCRETE TBD / CUSTOM / MATCH TO SAMPLE GREY (MATCH) MATTE / SEALED DINING MATCH DESIGNER SAMPLE
FB1 FABRIC/UPHOLSTERY TBD TBD -- DINING
FRP FIBERGLASS REINFORGED PANEL MARLITE / P-100 WHITE GLOSS / 4' X 10' F04D PREP SMOOTH, CLEANABLE
MAT WALK-OFF MAT TBD TBD -- DINING
RFM RESILIENT FLOORING MEMBRANE TBD TBD -- FOOD PREP COVE UP 6" AT WALLS
SS STAINLESS STEEL -- -- -- FOOD PREP
T-1 FLOOR TILE TBD TBD -- PER PLAN SMOOTH, CLEANABLE
T-2 FLOOR TILE TBD TBD -- PER ELEVATIONS SMOOTH, CLEANABLE
T-3 WALL TILE
T-4 WALL TILE
WD1 WOOD CLADDING TBD / CUSTOM STAIN & CLEARCOAT 3/4" DINING
WD2 WOOD CLADDING TBD / CUSTOM STAIN & CLEARCOAT 3/4" DINING
WD3 BUTCHER BLOCK TBD / CUSTOM CLEARCOAT CUSTOM, VARIES DINING
WD4 PAINT GRADE WOOD TRIM TBD / CUSTOM WOOD TRIM TBD HIGH GLOSS DINING
1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF CASEWORK PRIOR TO CASWORK CONSTRUCTION
2. CONTRACTOR SHALL SUBMIT SAMPLES AND DESCRIPTIONS FOR APPROVAL PRIOR TO PURCHASE
5
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7
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FIXTURE � ACCESS4RY SCHEDULE
DESCRIPTION QTY. MANUFACTURER & MODEL NO. COLOR LOCATION NOTES
LAVATORY TBD TBD --- ---
LAVATORY FITTING TBD TBD --- ---
LAVATORY TBD TBD --- ---
LAVATORY FITTING TBD TBD --- ---
SHOWER SET TBD TBD --- ---
SHOWER MIXING VALVE TBD TBD --- ---
TOILET TBD TBD --- ---
TOWEL RING TBD TBD --- ---
TOILET TISSUE HOLDER TBD TBD --- ---
CABINET PULL TBD TBD --- ---
1. ALL FIXTURES AND ACCESSORIES TO BE ADA COMPLIANT
2. CONTRACTOR SHALL VERIFY CATAL�G NUMBER WITH FIXTURE DESCRIPTIONS AND PROVIDE PRESCRIBED MODIFICATIONS.
3. CONTRACTOR SHALL SUBMIT CUT SHEETS AND DESCRIPTIONS FOR APPROVAL PRIOR TO PURCHASE.
9
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ENTRY
100
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Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
project title:
Ding Tai Fung
Westfield Southcenter Mall
161 Southcenter Mall
Seattle, WA 98188
2� REGISTERED I
ARCHITECT
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JOHN P. SERKLAND
, STATE OF WASHINGTON I
date: description:
06.24.16 permit set
08.25.16 permit rev �
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date:
June 24, 2016
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FINISH PLAN
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num er
�2.1
12 GA. VERTICAL HANGER WIRE @
12 GA. SPLAY WIRES WITH 4'-0" EACH WAY WITH MINIMUM 3
MINIMUM4TIGHTTURNSIN TIGHTTURNSWITHIN3"BOTH LIGHTING FIXTURE SCHEDULE
11/2��BOTHENDSOF � ENDSOFWIRE REFLECTED CEILINC GENERAL NOTES
WIRE-TYP.
SEISMIC COMPRESSION
STRUT TO BE 12'-0" O.C. 1. FIRE SPRINKLER SHUT DOWN, DRAIN AND FIRE WATCH REQUIRED DURING ALL CODE DESCRIPTION VENDOR OR MANUFACTURER & MODEL FINISH BULB LAMPS WATTS NOTES
� AND TO BEGIN NO SCOPE OCCURRING AT, IN AND ABOVE CEILING AREAS. FS SHUT DOWN PROGESS TO pA MINI PENDANT CHELSEA 1 LIGHT PENDANT- SONNERMAN MATTE BLACK EDISON 40W
; , FARTHER THAN 6'-0" FROM BE ENGAGED UNTIL ALL FIRE SPRINKLER LINES AND HEADS ARE PERMANENTLY
THE WALLS. WSTALLED AND AFFIXED. B LED PANEL BACKLIGHTS 40W Chin-Ley/Reche
2. ACT SPECIFICATION TO BE TO COMMERCIAL KITCHEN-GRADE, VINYL, WHITE, C LED PANEL BACKLIGHTS � 40W 1516 Melrose Ave., Suite 200
SMOOTH AND CLEANABLE. Seattle, Washigton 98122
MAX. �p RECESSED DOWNLIGHT RP4-1100-308-120V/IC430-C-SF INTENSE LIGHTING BLACK LED 14W 206 938 1501
-n,P 3. FIRE ALARM TO BE WITH WHITE TRIMS.
-���, 4. FIXTURES WITH SYMBOL "*" " DENOTES EMERGENCY AND PATHWAY LIGHTING �E RECESSED DOWNLIGHT RP4-1100-308-120V/IC430-C-SF INTENSE LIGHTING WHITE LED 14W
_`
, 4 ° MAX.
2� TYP.
p, 8" MAX 2X4 FLUORESCENT RECESSED TBD WHITE FLUORESCENT 17W (2)
CROSS RUNNER
r���r F
MAIN RUNNER
DISTANCE FROM BRADING SHOT IN ANCHOR � STRUCTURAL � � WALL SCONCE 1 LIGHT WALL SCONCE -Trent Austin Design BLACK/GLASS Incandescent 2pW PER PLAN
WIRESTORUNNERS �o"�RETE REFLECTED CEILING PLAN KEY NOTES G
CEILWG CLIP
N�� O EXISTING STOREFRONT HEADER WALL
LATERAL BRACING IS NOT � H PENDANT CUSTOM STEEL CAGE FIXTURE- TO MATCH EXISTING UV DTF FIXTURE BLACK LED 13W PER PLAN
REQUIRED FOR PLENUMS LESS 12 GA. HANGER WIRE @ 4' O.C. ALL WIRES TO O2 PROTECT EXISTING DEMISING WALL, TYP.
THAN 12" TO STRUCTURE OR 8" MAXI M
CEILINGS LESS THAN 1,000 S.F. BE THREE TIGHT TURNS AROUND ITSELF O3 CASEWORK BELOW ,- ---�
WITHIN 3 INCHES. i� �i CEILING PANEL LIGHTING BLACK/COPPER Halogen 40W PER PLAN
PROVIDED THEY ARE O4 HEADER WALL, REFER TO ELEVATIONS L=__ � I
SURROUNDED BY FOUR WALLS
AND BRACED TO STRUCTURE. 1 z" CARRYING CHANNEL g„ O5 EDGE OF MEZZANINE
@ 4'-0" O.C. 4 MIN. � J TRACK LIGHT TL114G2-2F-BL-S JUNO LIGHTING BLACK LED 6W
O6 CUSTOM DECORATIVE LIGHT FIXTURE ENCLOSURE
ACOUSTICAL TILE CEILING
COMPRESSION STRUT SCHEDULE EO K ILLUMINATED EXIT SIGN AND BACKUP TBD WHITE FLUORESCENT �7W (2)
EMT CONDUIT
%2' EMT CONDUIT UP TO 6'-0"
*' EMERGENCY POWER BACKUP LIGHTING
3�4° EMT CONDUIT UP TO 8'-6" WALL MOLDING (PERIMETER CLOSURE ANGLE)
TO BE 2" MIN. HORIZ. WIDE FLANGE. THE
1" EMT CONDUIT UP TO 10'-0" CEILING GRID TO BE ATTACHED TO THE WALL WALL � CEILING FAN 50 CFM WHITE
MOLDING AT TWO ADJACENT WALLS AND
EMT CONDUIT SHALL HAVE A 3/4' CLEARANCE AT
UN-ATTACHED WALLS AND BE FREE TO SLIDE. }; SWITCH DECORA-STYLE DIMMER SWITCHES THROUGHOUT WHITE
1 5/8" METAL STUD (25 GA) UP TO 6'-2"
, 1. CONTRACTOR SHALL VERIFY CATALOG NUMBER WITH FIXTURE DESCRIPTIONS AND PROVIDE PRESCRIBED MOQIFICATIONS.
2-1/2" METAL STUD (25 GA) UP TO 10'-6" 2. CONTRACTOR SHALL SUBMIT CUT SHEETS AND DESCRIPTIONS FOR APPROVAL PRIOR TO PURCHASE.
NOTE: PLENUM AREAS GREATER THAN 11'-0" WILL REQUIRE ENGINEERING
CALCULATIONS.
TYP. ACT SEISMIC BRACING TYP. ACT SEISMIC BRACING
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� project title:
�� ��** �� Ding Tai Fung
I �D � H � H � H � H � H � H � H + H � H �� �� �� �� �� �D I �� �� �� ( 61 Soul hc nter Mall r Mall
� HALLWAY
Seattle, WA 98
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� REGISTERED
E E F F F F ARCHITECT
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*� WOMEN'S 1 ** 1 **
JOHN P. R
STATE OF WASHINGTON
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MEN'S I F F F F KI C3 EN F F F F F F F F F E E**
D MPLING ROOM
E 107 E*� E �D
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F F F � � date: description:
X — — — — — G — G — — — — — — — — — — — — — — E — E — — 06.24.16 permit set
� ** � ** I 08.25.16 permit rev 0
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F F F F F I F F F F
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MPLOYEE BR AK R OM
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EMPLOYEE RR
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I FREEZER/COOLER I F F F I I I �
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FFICE
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I I F F F �E I I � FREEZER COOLER
EMPLOYEE R HOOD
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Y — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �C�6�� C����'�iANCE date:
I . �,, ��,������ June 24, 2016
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N EFL C D CEIL G A
SCALE: 1/4" = 1' �� ■ O
18" S.,. .. �. �.. . �
36" S.:
P.LAI1
MEN'S BATHROOM ELEVATION
SCALE: Ya" = 1'-0"
0
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WOMEN'S BATHROOM ELEVATION
SCALE: Ya" = 1'-0"
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S.S.
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S.S.
AB BAR
EMPLOYEE BATHROOM ELEVATION; TYP.
SCALE: Ya" = 1'-0"
MEN'S BATHROOM ELEVATION
SCALE: Ya" = 1'-0"
PAPER
TOWEL
DISPENSER
P. LAM
ONS
CONTROLON
IDE OF TOILET
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AR
WOMEN'S BATHROOM ELEVATION
SCALE: Ya" = 1'-0"
M ETAL
PANELS,
TYP.
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MEN'S BATHROOM ELEVATION
SCALE: %4' = 1'-0"
WOMEN'S BATHROOM ELEVATION
SCALE: Ya" = 1'-0"
P. LAM
PARTITION
CUSTOM MIRROR
GOOSENECK FAUCET
AND LEVER HANDLES
RECESSED PAPER TOWEL DISP.
URINAL; TYP.
PIAM
MEN'S BATHROOM ELEVATION
SCALE: Ya" = 1'-0"
0
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WOMEN'S BATHROOM ELEVATION
SCALE: Ya" = 1'-0"
CUSTOM MIRROR
CUSTOM MIRROR
GOOSENECK FAUCET
AND LEVER HANDLES
LATE DRAIN PIPE AND AND
WATER LINE; TYP.
,.,,.,.r. ��r.�.�„ I IC�HTF!] SIGNAGE
MALL STOREFRONT
SCALE: Ya" = 1'-0"
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Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
project title:
Ding Tai Fung
Westfield Southcenter Mall
161 Southcenter Mall
Seattle, WA 98188
2356 REGISTERED
� ARCHITECT
�jb�nt. �J2h:1p�,�L
' JOHN P.SERKLAND
, STATE OF WASHINGTON
date: description:
06.24.16 permit set
08.25.16 permit rev 0
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NORTH ELEVATION /BACK BAR ELEVATION
SCALE: Ya" = 1'-0"
NORTH ELEVATION AT CENTER
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Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
project title:
Ding Tai Fung
Westfield Southcenter Mall
161 Southcenter Mall
Seattle, WA 98188
2356 REGISTERED
� ARCHITECT
� ��h�RiLttJlfLt.
' JOHN P.SERKLAND
� STATE OF WASHINGTON I
date: description:
06.24.16 permit set
08.25.16 permit rev �
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date:
June 24, 2016
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BARRIER; TYP.
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dTERIOR
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ENLARGED RESTROOM PLAN
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Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
project title:
Ding Tai Fung
Westfield Southcenter Mall
161 Southcenter Mall
Seattle, WA 98188
2356 REGISTERED
� ARCHITECT
� fCJth.s�
' JOHN P. SERKLAND
, STATE OF WASHINGTON I
date: description:
06.24.16 permit set
08.25.16 permit rev �
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date:
June 24, 2016
dravy�,n_g�title
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Chin-Ley/Reche
1516 Melrose Ave., Suite 200
Seattle, Washigton 98122
206 938 1501
project title:
Ding Tai Fung
Westfield Southcenter Mall
21 Southcenter Mall
Suite 712
Seattle, WA 98188
date: description:
06.24.16 permit set
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date:
June 24, 2016
draW�ng t�tle
BUILDING SECTIONS
numtier
:. A5.1
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�ISION INFORMATION
START PERMIT
�/16 7/22/16
,EVISION DELTA
3116 --
'16
)/16 --
i/16
1/16
�/16 ---
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3/16 -
is the property of Bargreen
� and is loaned subject to the
i that it is not to be copied,
ed, or distributed either in
in part, without written
�n, and is not to be used in
�etrimental to the best
of the company.
1RGREEN ELLINGSON INC.
BY:
JIITH
;T MANAGER:
lSELL
SHEET TITLE:
__
ODSERVICE
QUIPMENT
P LAN
SHEET NUMBER
ROJECT NUMBER
4153
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REVISION INFORMATION
# START PERMIT
0 4/14116 7/22/16
# REVISION DELTA
� 4118/16 -
2 5/4/16
3 5/10116 --
4 5/27/16 -
5 6/21/16 -
6 6/24/16 -
7 6/27/16
$ 6/28/16
This plan is the property of Bargreen
Ellingson and is loaned subject to the
condition that it is not to be copied,
reproduced, or distributed either in
whole or in part, without written
permission, and is notto be used in
any way detrimental to the best
interests of the company.
�C 2016 BARGREEN ELLINGSON INC.
DRAWN BY:
R. SMITH
PROJECT MANAGER:
J. UNSELL
SHEET TITLE:
EQUIPMENT
� SCHEDULE
�
�— SHEET NUMBER
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t-�— 4153