HomeMy WebLinkAboutPermit D16-0129 - KING COUNTY LIBRARY SYSTEM - TENANT IMPROVEMENTKING COUNTY LIBRARY
SYST E M
1386 SOUTHCENTER MALL
D16-0129
� 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: htta://www.TukwilaWA.�ov
DEVELOPMENT PERMIT
Parcel No: 9202470010
Address: 1386 SOUTHCENTER MALL
Project Name: KING COUNTY LIBRARY SYSTEM
Owner:
Name: WESTFIELD PROPERTYTAX DEPT
Address: PO BOX 130940 , CARLSBAD, WA,
92013
Contact Person:
Name: KATE WEILAND
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
3131 WESTERN AVE, STE 526 ,
SEATTLE, WA, 98121
OWNERAFFIDAVIT
�
KING COUNTY LIBRARY SYSTEM
Address: 960 NEWPORT WAY, ISSAQUAH, WA,
98027
DESCRIPTION OF WORK:
Permit Number: D16-0129
Issue Date: 8/19/2016
Permit Expires On: 2/15/2017
Phone:(206)454-8511
Phone:
Expiration Date:
TENANT IMPROVEMENT OF SPACE 388 ADJACENT TO EXISTING LIBRARY SPACE 384 IN THE SOUTHCENTER MALL.
IMPROVEMENT INCLUDES NEW STOREFRONT, FINISHES, AND FIXTURES. RENOVATIONS TO BOTH SPACES
INCLUDE LIGHTING, CARPET, PAINT AND CEILING TREATMENTS. NO CHANGES TO EXISTING STRUCTURE OR
EXTERIOR.
Project Valuation: $220,000.00 Fees Collected: $4,308.22
Type of Fire Protection: Sprinklers: YES
Fire Alarm:
Type of Construction: IIB Occupancy per IBC: A-3
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 296-46B: 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
t
Permit Center Authorized Signature: "" Date: �� �
I hearby certify that I have read and examined this permit and know the same.to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature: ""' � �---o Date: �� � � � l �
Print Name: `'U i ✓U � � ►V 1� �-���'
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all
purpose" (2A, 10 B:C) dry chemical type. The travel distance to any 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 installation instructions. Portable fire extinguishers having a gross weight not exceeding 40
pounds (18 kg) shall be instalied 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) shali be installed so that
its top is not more than 3.5 feet (1067 mm) above the floor. The ciearance 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: Maintain fire extinguisher coverage throughout.
6: 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)
7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the
door handle is engaged from inside the tenant space. (IFC Chapter 10)
8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1008.1.9.1)
10: 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)
11: 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)
12: 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)
13: 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)
14: 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)
18: 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)
16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
15: 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).
19: 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: 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: 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)
22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
24: 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.
17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
1400 FIRE FINAL
�
CITY OF TUKR'ILA
Commrinity Development Department
' Public Works Depa�tment
• Pennit Center
6300 Southcenter Blvd., Sr�ite 100
'' ' Ti�k�+=ila, �A 98188
http://www.TukwilaWA. �ov
Building Permi� No. ��
Project No.
Date Application Accepted:
Date Application Expires: I t
(For o,�'ice ase only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applicacions will not be accepted through the mail or by fax.
'�*Please Print**
SITE LOCATION
King Co Assessor's Ta�c 1vo.: 92�247-0010
site Ad�ress: 1386SouthcenteMall Suite Nwnber: 3� Floor: �
renant Name: King CountyLibrary System Ne�v Tenant: ❑.....Yes �..rro
PROPERTY OWNER
Name: King CountyLibrary System
Aaa�ess: g60NewportWay NW
City: Issaquah State: wA �p� 98027
CON'TACT PERSON — person receiving all project
communication
rrame: KateWeiland
Address: 3131 WesternAve Suite526
ciry: Seattle state: WA �p� 98121
Phone:2064548511 Fax:
E�'�� kate@buildingwork.design
GENERAL CONTRAC?OR INFORMATION
Company Name: TBD
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
ARCffiTECT OF RECORD
companyrrame: guildingWork
Arclutect Name: MatthewAalfs
ad�ress: 3131 WesternAvenue,Suite526
City: Seattle State: WA zip: 98121
Phone: 206 454 8511 Fax: 206 443 1218
E'�� matt@buildingwork.design
ENGINEER OF RECORD
com�anyrtame: Swenso�fiayFaget
EngineerName: peteKrebs,PE,SE
Ad�ress: 2�24Third Ave Suite100
ciry: Seattle State: wA �p� 98121
Phone:206.956.3721 Fax:
E��� pkrebs@ssfengineers.com
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: � K�C L�p,� �(S�i�
Address: R (0o I J�V`1Y0'�'�C ��
City: S�V� State: � Zip:9g�Z7
A:Wppliutions�F'orms-Applicationa On Liae�2011 Applicatiom�Peimit Application Re�iud - 8-9-f l.dve
�v�sed: Augan 2o t� Page 1 of 4
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" BUII.DIIVG PERMIT' INFORMATIO\`�U6-431-3670 �
Valuation of Project (contractor's bid price): $ 220,000 Existing Building Valuation: $
Describe the scope of work (please provide detailed infomiation):
TENANT IIVIPROVEMENT OF SPACE 388 ADJACENT TO EXISTING LIBRARY SPACE 384 IN'THE SOUTHCENTER
MALL. IIVfPROVEMENT INCLUDES NEW STOREFRONT, FINISHES, AND FIXTURES_ RENOVATIONS TO BOTH
SPACES INCI.UDE LIGHTING, CARPET, PAINT, AND CEII.ING TREATMENTS.
NO CHANGES TO EXISTING STRUCTURE OR EXTERIOR
Will there be new rack storage? ❑.....Yes �.. No If yes, a separate pennit and plan submittal will be required.
Provide All Bnilding Areas in Square Footage Below
Addition to Type of Type of
F.xisting Cons�truction per Occupancy per
F�istine Interior Remodel Shucture New IBC IBC
t Floor 4761 4761 0 0 IIB A3 & B
2 Floor
3 Floor
Floors thru
Basement
Accessory Shuchue*
Attached Garage
Detached Garage
Attached Caiport
Detached Carport
Covered Deck
Uncovered Deck
PLAN'NING DIVISION:
Single fauuly building footprint (area of the fouudation of all structures, plus any decks over 18 inches and overhangs ereater than 18 inches)
*For an Accessory dwelling; provide the following:
Lot Area (sq fi): Floor area of principal dwelling: Floor area of accessory dwelline:
"Provide docuuzentarion that shows that the principal owner li�es in one of the dwellings as his or her primary residence.
Number of Parkiug Stalls Pro��ded: Standard: Cou�pact: Handicap:
Will there be a chanee in use? ❑....... Yes ❑....... No If "yes", explain:
FIRE PROTECTTOi�/HAZARDOUS MATERIALS:
� ....... Sprinklers ❑ ....... Automatic Fire Alaim ❑ ......None ❑ .......Other (specifY)
Will there be storage or use of flauunable, combustible or hazardous materials in the buildinE? ❑....... Yes �.......No
If '�es ; attach list of mnterials and storage locations on a separate 8-1/2" z 11 " paper incduding quantities and Material Safety Data Sheets.
SEPTIC SYS?EiVI
❑....... On-site Septic System — For on-site septic systew, provide 2 copies of a current sepric desiEn approved by King County Health
Department.
H:1Applin�ns�foims-Apptiutinm Ou Liae�2011 Applicatiam�Pecmit Apptication Reviud - 8-9-I l.dne
xevisca: A„�,n Zol l Page 2 of 4
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`" I PUBLIC WORKS PERIVIIT
Scope of Work (please provide detailed information):
— 206-433-0179
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estitnate sheet.
Water District
� ...Tukwila ❑ ... Water Dish-ict # 125 ❑ .. Highline
❑ ...Water Availability Provided
Se�er District
� ...Tukwila ❑ ... Valley View ❑ .. Renton
❑...Sewer Use Cerkificate ❑... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Seutic Svstem•
❑ On-site Septic System — For on-site septic system, procide 2 copies of a cuirent septic desien approved by King Couuty Health Deparhnent.
Submitted Rith Aanlication fmark boges ���hicL auuh-l:
❑...Civil Plans (�Iaaimum Paper Size — 22" a 34")
❑...Technical Information Report (Storm Drainage) ❑.. Geotechnical Report ❑... Traffic Imgact Analysis
❑ ...Bond ❑ .. Insivance ❑ .. Easement(s) ❑ .. Maintenance Aereement(s) ❑ ...Hold Haimless — (SAO)
❑ ... Hold Hannless — (ROV�
Proposed Activities (mArk boaes tl�t apply):
❑...Right-of-way Use - Nonprofit for less than 72 hours ❑.. Ri�ht-of-way Use - Profit for less than 72 hours
❑...Right-of-way Use - No Dishu�bance ❑.. Rieht-of-way Use — Potential Disturbance
❑ ...Construction/Escavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ ...Total Gtrt cubic yards
❑ ...Total Fill cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Bacl�low Prevention - Fire Protection _
Irri�ation
Domestic Water
❑ .. Work in Flood Zone
❑ .. Stotm Drainage
❑ .. Abandon Sepric Tank
❑ .. Gurb G�t
❑ .. Pavement G�t
❑ .. Looped Fire Line
m
m
❑ .. Grease Interceptor
❑ .. Channelizarion
❑ .. Trench Excavation
❑ .. Utility Undergxounding
❑ ...Pern�went Water Meter Size... " WO #
❑ ...Temporary Wlater Meter Size .. " �VO #
❑...Water Oniy Meter Size............ " WO # ❑...Deduct Water Meter Size
❑ ...Sewer Main Extension .............Public ❑ Private ❑
❑ ...V17ater Main Extension .............Public ❑ Private ❑
FINANCE INFORMATTON
Fire Line Size at Property Line _
❑ ...Water ❑ ...Sewer
Monthly Service Billine to:
Name:
Mailins Address:
Water Meter Refiuid/Billin�
Number of Public Fire Hydrant(s)
❑ ...Sevvage Treatment
Day Telephone:
City
State Zip
Name: Day Telephone:
Mailins Address:
y City State Zip
H:Nppl's�ations�Forms-Applica4ons On Ime\2011 Applicuiom�PermB Applicateoa R.ecised - 8-9-I l.do�
Revised: Angnst 20 � 1 Page 3 of 4
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� PERMIT APPLICATTON NOTES — V �
4alne of Constrnction — In all cases; a value of conshuction amount shottld be entered by the applicant. This figure will be re�-iewed and is subject
to possible revision by the Peamit Center to comply with cuire.nt fee schedules.
Eapiration of Plan Re��e�r — Applications for which no peimit 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 exceedin� 90 days each The extension shall be
requested in writing and justifiable cause demonsh�ated. Section 105.3.2 Intemakional Building Code (cwrent adition).
I HIItEBY CERTIFY THAT I HAY� READ AND EXAMII�iED THIS APPLICATION AND KNOW TT� SAMi? TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHOI27ZED TO APPLY FOR THIS PERMIT.
BiTII.DING OW1��R OR AIJTHORIZED AGEi�"T:
Date: 5/17/16
Print Name: MatthewAalfs, AIA Day Telephone: 206454 8511
Mailin� ad�ress: 3131 WesternAve Suite526 Seattle WA 98121
City State Zip
H:Ulpplications�F'ormtApplicatioffi On L.ine12011 Applications�Peimit Application R.ec�ed - 8-9-1 l.doe
tu�;ua: n,�gun 2oi1 Page 4 of 4
Date Paid: Friday, August 19, 2016
Paid By: KING COUNTY LIBRARY SYSTEM
Pay Method: CHECK 03073519
Printed: Friday, August 19, 2016 1:33 PM 1 of 1 �,��
SY57EM5
Date Paid: Tuesday, May 17, 2016
Paid By: KATIE WEILAND
Pay Method: CREDIT CARD 071616
Printed: Tuesday, May 17, 2016 2:43 PM 1 of 1
�SYS7EM5
INSFECTION RECORD �
� Retain a copy with permit ��� V��Z ��'
INSPECTION N0. PERMIT N0. �i
CITY OF TUKWII.A BiJILDING DtVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 437-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicab{e codes. � Corrections required prior to approvat.
COMMENTS:
��— 8U[Lplt�� �'Gl��ft'L
nspettor:
,�
� REINSPECTION FEE REQUIREO, Prior to next inspection, fee must be
paid at G300 Southcenter Blvd., Suite 100. Catt to schedule reinspection.
�)l�-0IZ9
� iNSPECTION RECORD �
Retain a copy with permit `��
INSPECTION N0. PEftMIT N0.
CITY OF TUKWII.A BUILDING DIVISION �
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. �Gorrections required prior to approvaf.
!�'\
ns pector:
� :�
� REINSPECTION FEE REQUIRED. Prior to next inspectian, fee must be
paid at 6300 Southcenter 8lvd., Suiie 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NUMBER
��i�� -- fJ17 �
/�-F'-l' 1
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT ,
206-575-4407
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T pe:
Inspector:
Date: ��/y y� j 7 � H rs.:
�$100.00 REINSPECTION FEE REQUIRED. You will receive �n invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn :
Address:
� Word/Inspection Record Form.Doc
�y Name:
State:
3/14/14
Zi
T.F.D. Form F.P. 113
�
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
� i
l ���� — C�/z��,
; — r ^- c7 �-�'
t
PERMIT NUMBERS
CITY OF TUK\IVILA FIRE DEPARTMENT
206-575-4407
Project:/�► ' Type of Inspec �
f� � � L � %�,3:���' � �.rr-
Address: � � � � G �� �, � Contact Person�� ��
Suite #: � �� �
Special Instructions: Phone No.:
2��� �`' � ���2—
�� pproved per applicable codes. � Corrections required prior to approval.
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
Inspector:
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.
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
��/
INSPECTION RECORD
Retain a copy with permit
�
INSPECTION NUMBER
:�
1)! �� -� �I � �
r
/=�-��--��y
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: /. s • Type of Inspection:
11 _., L�' •i ' .✓vI : -� 1��;�� ��1 -�i;/
Address: � �y� l Contact Person,;----
Suite #: J d �� S � rf :'�jZ (�- � ; �-
Special Instructions: Phone No.:
/
� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
���7—t iv � � C;�Z- �' ��- ' -�i� �'�I
.
Needs Shift Inspection: Sprinklers: �
Fire Alarm: t�' Hood & Duct:
Monitor: �� � � �re-Fire:
Permits: Occu anc T e:
Inspector: r� ` / Date: Hrs.:
�$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
Comqanv Name:
State:
3/14/14
ZID:
T. F. D. Form F. P. 113
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014
Project Address KCLS Southcenter Library Date 6/26/2016
Lighting Alterations, Renovations & Building Additions For Building Department Use
� Less than 60% Q 60% or more � Stand alone � Addition R E C F I V E D
Notes:
C1TX �F TllKWILA
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. Referto C101.4.3. JUL � p�0��
b. For retrofits and building additions, provide Building Area types and gross interior areas in the 0
Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall
existing builidng, include all applicable existing Building Area types and gross interior areas. E I� M I� C� N T E R
c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table.
d. If less than 60% of existing fixtures will be replaced, use LTG-INT-SPACE form.
Maximum Allowed Li�htin� W
Buiiding Area' I room #, or ALL) I Area
irary LT101 Librarv - one floor
' Select Tab/e C405.5.2(1) Building Area from drop down menu.
Building Area'
Library
Library
Library
Library
Library
Library
Library
Library
;hting Watta
Location (pian #,
room #)
LT101
LT101
LT101
LT101
LT101
LT101
LT101
LT101
LT101
LT101
LT101
LT101
LT101
LT101
LT101
Fixture Description"
E1: existing pendant; relocated
E2: existing pendant; relocated
E3: existing pendant; relocated
E4: existing pendant; relocated
L1D: surtace LED linear iuminaire; LF
L2D: surtace LEO linear Iuminaire; LF
L3D: surface LEO �inear luminaire; LF
P1D: suspended LED luminaire; 48" dia
P2D: suspended LED luminaire; 96" dia
P3D: suspended LED Iinear; LF
P4D: suspended LED downlight
P5D: suspended LED downlight
R1D: recessed LED downlight
R2D: recessed LED downlight
S1D: surtace LED luminaire; 96" dia
Watts per ftZ Area in ft2
1.18 4623
Total 4623
* Select Table C405.5.2(1) Building Area from drop down menu.
"* Include existing to remain lighting and exempt lighting equipment per notes below.
Compliance by Building Area
Building Area
�
��
Number of
Fi�ures
8
7
7
7
B
80
37
3
3
22
20
5
2
11
1
Watts/
Fi�ure
75
50
50
50
5
6
6
72
150
6
12
6
8
13
150
(watts/ft2 x area)
5455
Watts
Proposed
600
350
350
350
40
480
222
216
450
132
240
30
16
143
150
'✓v���i�.v r r�v■v
�.TR# �
I Proposed Interior Lighting Power
Watts Aliowance
3769 COMPLIES
3769
1. Proposed Wattage for each Building Ar�`a type sh�ilvidt*ex��ed.�la�./�(lo.mred� a�"fol t'at Building Area type. Trading wattage between
Building Area types is not allowed under the Building Area Method compliance path.
2. Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures.
3. For proposed Fixture Description, indicate fixture type, lamp type (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.
4. Forproposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) a nd other critena
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 or of the transformer. For low voltage track lighting list the traisformer rated wattage.
5. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank.
6. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description.
e
Structural Calculations For:
KCLS Southcenter
1386 Southcenfier Mali
Tukwila, WA
Prepared for: BuildingWork
Job #: 0oo2�-Zo�s-o�-oo
Date: May 13, 2016
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CITY OF TUKWILA
JUL 1 8 20f6
PERMIT CENTER
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S�AiTt� 2124'Fh3rd Ave, Suite 1b0, Seattte, WA 98i21 O 206.443.6212 � ssfengineers.com
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�� Design Maps Summary Report
User-Specified Input
Report Title KCL5 Southcenter
Fri Aprii 15, 2016 16:46:39 UFC
Buiiding Code Reference Document 2012 International Building Code
(which utilizes USGS hazard daCa available in 20U8)
Site Coordinates 47.44617°N, 122.27164°W
Site Soil Ciassification Site Ciass D-"Stiff Soil"
Risk Cetegory I/II/III
USGS-Provided Outpufi
5S = 1.450 g SMS = 1.450 g Sr� = 0.967 g
Sl = 0.541 g S�,� = 0.811 g Sp� = 0.541 g
For inPormation on how the SS and Si vaEues above have been calcuEated from probabilistic (risk-targeted) and
deterministic ground mntions in the direction of maximum horizontal response, please return to the application and
seled the "2009 NEFiRP" building code referente document,
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FCB Bypass Framing Fixed-Clip Connector
FCB Allowable Connector Loads
SIMPSON
StrongTie'
1. Min. fasTener quantity and load velues—idl eG round hdes; max. fast�er quantiry
artd load values—fdl a� round and triangular holes.
2. Albwable loads are based on Gip capacity only and do not corutder anchorage.
Tho capadty of ihe coru�ecti� system wip be the minimum of the tabu�ated value
and the allowable load from ihe FCB /atlowable Mchoraga Loads table bebw.
3. AnChorage to the Supporttng StruCture
using welds or a minimum of (2) N12-14
self•drildng sCrews is reqiriretS. j'h°
4. Alfow2t�fe loads are based on in-plane �` '
loeds appGed to the stud festeners `�•-�1
that are nearest the support with �
complete rotational restraint at the T
studs. Fa a more extensive treatmern I
ot in-plane loads please reter to
Simpson Sirorig Tie EngNeerrtig Letter 4"
L-CF-CWCF1 DlR14.
r�,a
FCB Allowabie Anchorage Loads
� FCB Installation
with Min. Fasterters
FZ
F3
F4
i
FCB tnstailation
with Max. Fasteners
' Min.
i, For add'Alonai importanl informatiwi, ses Gerreral Notes on page 15.
2. Min. and max. refer to stud fasteners. See FCB Albwabte Conneetor �oads tabte above.
3. Allowable loads are for ctlp anc�wrage onty. The capaciry of ihe conr�tion system wiil be the minimum of the
tabulated vatue and the aliowable load from the FCB Altowable Connector Loads tabls above.
4. Sse •pages G5 Uwough 8t for more information on Simpson Strcmg-Tie fasierrers.
Setf-dnlling screws shown.
Other fasteners similar.
�fe• Min.,
Eor St89!
1 ° Min. at
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5' Min.
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Web sUlfeneis requlr�d at Jnterior supports for double span cond/ltons.
See Tab/e Notes on psge 42. .
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e" web stifleners' �quired et ends.
See iab/e Notes on page 56.
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S/JCT and S/HJCT Sfieef-Joist Connectors
�� This product is preferable to slmllar connectors because of a) easier insfailatron,
� b) higher loads, c) lower fnsta!!ed cost, or a com4/nation of these features.
, _....._.....--- _ _ __---
� The S/JCT and S/HJCT are unique, skewabfe steef-joist framing connectors
'� •�••''� that combine strength, versatility end low instalied cost. The connectors can
be used with C�S headers, wood headers, steel i-beams (wrth welds or PAF fasteners}
and masonry walls. installed cost is minimized since these products are shear rather than
bearing connectors, eliminating the need #or web stiffeners. The connectors also feature
horizontal tabs that facilitate top flange alignment and joist support during screw installation.
Material: S/JCT-68 m� (14 ga); S/HJGT-97 mil {12 ga)
PinisB: Galvanized
Features:
• Uni-d'+rectional: Joist can be attached from left or right
• One size fits joisis 8° through 14" deep. -
• Optionai hnies for additionaE load capacity.
• Simplicity of design.
• Quick and easy installation.
• F'ieid skewable up to 45° left or righf.
installation:
• Attach hanger with spec'rfiecE fasteners. Use round holes for minimum load,
use round and triangle holes for maximum load.
• May be used for weld-on applicaiions. The minimt�m required weld to the
top ilange is �/e° x 2�/z" fillet weld to each side of top flange. Consut# the code
for speciai consideratbns when welding galvanized steel.
• May be instaiied using PDPAT-62KP (0.157" x�") powder-actuated fasteners.
Steei headers with thicknesses between �/<° and 3/a" having a minimum Fy = 36 ksi.
A Red Qevei 5) or PurpEe (level 6) powder toad may be required to achieve
specfied penetration (p). See liustration on page i21.
Codes: See page 11 for Code Report Reference Key Chart.
Ordering Information: The S1JCT is soEd in cartons of 50. The S/HJCT is soid in kits
as the S/HJCT KT and contains five (5) cannectors and (95) #14 screws.
SIMPSON
st�T�
�S/HJCT
U. . Patert 6,230,467
�S/JCT
Required joist
fasfeners for
wefd and P.A.T.
applica#ions
Required �oist
fasteners for
weld and P.A.T.
applications
S/HdCT instaqation
with a 4x10 Wood Header
1. Ailowable loads are based ori on a minimum of single
54 mil (16 ga) CFS joist member. CFS joist shall be
iateralty braced per Dasigner speafication.
2. Aflowable loads for wood header are based on .
4x DF/SP minimum, for SPF/HF wood species vse
an adjustment factor of 0.72.
3. CFS header must be braced to prevent web buckling
per Designer spec'rfication and header must have fuli
bearfng of 13'e" flange-depm.
4. Bacicing in the steel beam Cavity is not reqUired behind
the hangar for load listed.
6. Stre�ros sha� bs instatlad using jast hanger holes
screwing through the hanger irrto the joist.
6. CFS joists wiih up to a 0.50" gap (short cut), use an
adjustmsni #acior of 0.87 and joists with a Q.50" to 0.90"
gap (short cui}, use an adjustment facFa' of 0.75.
7. See pages G5 through 81 for more information on
Simpson Strong-Tie fasteners.
8. See page 704 ior more information.
Tabte Notes
1. Ailowable axial loads listed in kips {i kip = 1,OQ0 pour�ds).
2. Allowable axial loads listed are based on simple one span
condition.
3. Aliowable axiai ioads determined in accordance wi[h AISI 5100
Section C5 and with the assumption that axial load passes
through centroid of the effective seetion.
4. Allowable axfal loads are based on 4'-0" on center bracing.
S. Studs are assumed to be adequately braced at a maximum
spacing of L„ to develop full allowable moment, M,.
6. Listed wind pressures represent caicutated designed wind
pressure (1.0 W based on 2009 or 0.6 W based on 2012 IBC or
later ASD load combinations). For deflection calculations, iisted
wind pressures have been reduced by 0.70 as allowed by IBC.
The 5 psf pressure has not been reduced for deflection checks.
7. End supports have not been checked for web crippling. 5ee web
crippling tables on page 51.
8. See page 5 for additionat tab�e notes.
lino note, deNxt/on meets U710 .
�Deflect/on meets UIdO DeNed/on meeLs U240 'Defled/an meets U360 "De/lecflon mee[s U600
: •�� v�1 �+,��y •,��3,<� '3F � �1 a�:K2, =( ag :a.�_ .�.,+,. �;, -. �: -y � �n� a� � �.�a�r • E ^ _'t�"s:, •.�a- � �,�, s�� . �?, � y� � z -� �. - �'^r aC � " � r�
�ti � r� y�.� �`c�,�;r` i .;c- 7 i2-,i'a c( ��F �,: � .�a*d _ �'; '� . !"�'r�g_y `� �k,^ ��' � W�aY'i- t i `� :.�"y�a�r �R�i , °�,r.. , � �� "�- 4'3S?�
�.y ,!'�i7� �£. ;�,J:? 2!%� �i �y;� J.� (�`r. r �,t r ps %3.,,"� l't� �� � �Ry�11,2^i�hi, � i!"�%+,�d�i��/ !ro �'� iF�<lr� ,�4 . �, '�'�, `i"w���,��� . 1� � v�"S'� . w. � a�
`E'v�'h�.�"i'.'a��k'�'7�;,Ar.+`aiB:B.>Y..G,.#a�,.�k'.,4�.�.t�'++1k.RS.l�'.."�?.'i��;i:�:R�ti�"d.i.t," :a,.4,�'..11tit.'"',..�V.�?_.�'�x<W�ci.`.�''.�w+�.f�ki4`c3.�:�.,.'th��..rY±a:..�N..t�S.R?s`S.�a4't'%i,.ka"+�a�4.�s<4.���Y�Y,��v�s3:;�r3�-•t.�'°.�.�y..2! ,��a.rA,�
Joist Framrng Cortnec!ors
SJC Steel-Joist Connectors
SJC Connectors: Steel-to-Steel
SIMPSON
st�rongTi.e ;
1. See page 43 ta product information.
2. Min. fastener quanttly and load values-iin all round holes; Max. fastener quantity and load vahres-fih aA
round and triangular holes; Inner fastener quantity and load values-see ilustrations for fastener placement.
3. Aliowable loads are based on bradng of the members located within 12" of the connection.
4. Maximum atlowable load fw conrtecta that may nat be excesded when design'vig custorrt instaRations.
Desigrrer is responsible fw member and lastener design.
5. For 6" �d 8' joists, SSC connectors are recommended.
6. See pages 65 through 81 for mae infamatlon on S(mpson Strong-Tie faster�ers.
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BuildingWork
Project No. 15021
PART1-GENERAL
1.1 RELATED DOCUMENTS
KCLS Southcenter Library
Tukwila, WA
The drawings and general provisions of the Contract, including General and Supplementary Contlitions antl
Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Inclutles: Inspection and testing laboratory services for materials, products, antl construction
methods as specified hereafter for the work.
B. All special testing and inspections for the Seismic Load Resisting System as described herein.
C. Costs: The costs of the initial services for testing antl inspection personnel will be paid by the Owner. If initial
tests indicate non-compliance with contract document requirements, any subsequent testing shall be
performed by the same personnel antl paid for by the contractor. Schedule portions of the work requiring
testing and inspections services so as to be continuous and as brief as possible.
D. Code Compliance Inspection and Tests: Inspections antl tests not specified herein and required by codes
and ortlinances, or by plan approval authorities, and made by a legally constituted authority, shall be the
responsibility of the contractor, unless otherwise specified.
1.3 REFERENCESTANDARDS �
A. General: Comply with the provisions of the latest versions of the publications listed below except as
otherwise shown or specified.
B. The Building Code as defined in the Structural Drawings.
C. American Concrete Institute (ACI):
1. ACI 301 Specifications for Structural Concrete
D. American Institute of Steel Construction (AISC):
1. AISC 341 Seismic Provisions for Structural Steel Buildings, dated March 2005,
including Supplement No. 1, dated November 2005.
E. American National Standards Institute (ANSI)/American Society for Nondestructive Testing (ASNT):
1. ANSI/ASNT CP-189-1995
2. ANSI/ASNTSNT-TC-1A
F. American Society for Testing and Materials (ASTM). The following are specifically referenced for
structural steel testing:
1. ASTM A435 Standard Specification for Straight-Beam Ultrasonic Examination
of Steel Plates
2. ASTM A898 Standartl Specification for Straight Beam Ultrasonic
Examination of Rolled Steel Structural Shapes
3. ASTM E114 Stantlard Practice for Ultrasonic Pulse-Echo Straight Beam
014500 -1 STRUCTURAL TESTING, INSPECTION & QUALITY
July 1, 2016 — Bid Set
BuildingWork
Project No. 15021
4. ASTM E164
5. ASTM E329
6. ASTM E543
7. ASTM E587
8. ASTM E709
9. ASTM E1212
10. ASTM E1444
KCLS Southcenter Library
Tukwila, WA
Examination by the Contact Method
Standard Practice for Contact Examination of Weldments
Recommended Practice for Inspection and Testing Agencies for Concrete,
Steel and Bituminous Materials as used in Construction
Standartl Practice for Agencies Performing Non-destructive Testing
Standard Practice for Ultrasonic Angle-Beam Examination by the Contact
Method
Standard Guide for Magnetic Particle Examination
Standard Practice for Establishment and Maintenance"of
Quality Control�Systems for Non-destructive Testing Agencies
Standard Practice for Magnetic Particle Examination
American Society for Testing and Materials (ASTM). The following are specifically referenced for
concrete testing:
1. ASTM C31 Practice for Making and Curing Concrete Test Specimens in Field
2. ASTM C33 Specification of Concrete Aggregates
3. ASTM C39
4. ASTM C42
5. ASTM C94
6. ASTM C143
7. ASTM C172
8. ASTM C173
9. ASTM C192
10. ASTM C231
11. ASTM C597
12. ASTM C803
13. ASTM C805
Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Method for Obtaining and Testing Drilletl Cores and Sawed Beams of
Concrete
Specification for Ready-Mixed Concrete
Test Methotl for Slump of Hytlraulic Cement Concrete
Practice for Sampling Freshly Mixed Concrete
Test Method for Air Content of Freshly Mixed Concrete by Volumetric Methotl
Standard Practice for Making and Curing Concrete Test Specimens in
the Laboratory
Test Methad for Air Content of Freshly Mixed Concrete by the Pressure
Method
Test Method for Pulse Velocity Through Concrete
Test Method for Penetration Resistance of Hardened Concrete
Test Method for Rebound Number of Hartlened Concrete
H. American Welding Society (AWS):
1. AWS D1.1 Structural Welding Code — Steel
2. AWS D1.8 Structural Welding Code - Seismic Supplement
1.4 DEFINITIONS
A. Testing Agency refers to the organization or group of organizations responsible for representing the Owner
and performing all inspection, testing, and laboratory services as describetl herein.
Seismic Loatl Resisting System (SLRS) is defined as the assembly of structural elements in the
builtling that resists seismic forces as tlescribed in the general structural notes.
Demand Critical (DC) welds for the SLRS are identified in the drawings at welded connections as required
for quality assurance measures (at welded connections) as specified in AWS D1.8 and AISC 341.
1.5 SUBMITTALS
014500 - 2 STRUCTURAL TESTING, INSPECTION & QUALITY
July 1, 2016 - Bitl Set
BuildingWork
Project No. 15021
KCLS Southcenter Library
Tukwila, WA
Testing agency shall submit the following:
1. The qualifications of the testing agency management antl personnel designated to the project.
2. The testing agency "Written Practice for Quality Assurance."
3. Qualification records for Inspector and NDT technicians tlesignated for the project.
4. The testing agency NDT procedures, equipment calibration records, and personnel training
records.
5. The testing agency Quality Control Plan for the monitoring and control of the testing operations.
6. Welding Inspection Procedures.
7. Bolting Inspection Procedures.
8. Shear Connector Stud Inspection Procedures.
B. Test and Inspection Reports: The indepentlent testing and inspection agency or agencies will prepare logs,
test reports, and certificates applicable to specific tests and inspections and deliver copies distributed as
follows:
1. 1 copy to the Owner
2. 1 copy to the Architect
3. 1 copy to the Structural Engineer
4. 1 copy to the General Contractor
5. Copy or copies, as required, to the building department (or as required by the authority having
jurisdiction)
C. Other tests, certificates, antl similar documents shall be obtained by the Contractor and delivered to the
Owner and/or Architect in such time as not to delay progress of the work or final payment therefore.
D. Laboratory Reports: Furnish reports of materials and construction as required, including:
1. Description of inethod of test.
2. Itlentification of sample and portion of the work testetl.
a. Description of location in the work of the sample.
b. Time and date when sample was obtained.
c. Weather and climatic conditions at time when sample was obtained.
3. Evaluation of results of tests including recommendations for action.
E. Inspection Reports: Furnish "Inspection at Site" reports for each site visit documenting activities,
observations, and inspections, including notation of weather and climatic conditions, time and date,
conditions antl status of the work, actions taken, antl recommendations or evaluation of the work.
1.6 QUALITY ASSURANCE
A. Qualifications: All inspection and testing required to establish compliance with the contract document
requirements, except as may be otherwise specified, shall be made by a prequalifietl, independent
professional testing agency provided, and paitl for by the Owner.
Certification: Product producers and associations, which have instituted approved systems of quality
control and which have been approvetl by document approval agencies, are not required to have further
testing. Concrete mixing plants, plants protlucing fabricated concrete and wood or plywood products
certified by the agency, lumber, plywood grade marked by approvetl associates, and materials or
equipment bearing untlerwriters' laboratory labels require no further testing and inspection.
Written Practice for Quality Assurance: The testing agency shall maintain a written practice for the selection
014500 - 3 STRUCTURAL TESTING, INSPECTION & QUALITY
July 1, 2016 — Bid Set
BuildingWork
Project No. 15021
KCLS Southcenter Library
Tukwila, WA
and administration of inspection personnel, describing the training, experience, and examination
requirements for qualification and certification of inspection personnel. The written practice shall describe
the testing agency procedures for determining the acceptability of the structure in accordance with the
applicable cotles, standards, and specifications. The written practice shall describe the testing agency
inspection procedures, including general inspection, material controls, visual weltling inspection, and bolting
inspection.
D. Special Inspector Qualifications: All special inspectors shall be trained and competent in accordance with
the quality assurance plan.
E. Welding Inspector Qualifications:
1. All welding inspectors shall meet the qualification as set forth in AWS D1.1.
2. For DC welds as noted in the drawings, welding inspectors shall be qualified in accordance with
AWS D1.8.
F. Nondestructive Testing (NDT) Personnel Qualifications: NDT personnel shall be qualified in
accordance with AWS D1.8.
G. Bolting Inspector Qualifications: Each bolting inspector shall be trained and qualifietl to inspect bolting
operations and high strength boltetl connection for compliance with the Research Council on Structural
Connections (RCSC) Specification antl the Quality Assurance Plan. Competency shall be demonstrated
through the administration of a
written examination and through the hands-on demonstration by the Inspector of the methods to be usetl for
bolt installation antl inspection.
1.7 CONTRACTOR'S RESPONSIBILITY
A. General: Coordinate quality control activities to avoid delay and to eliminate any need to uncover work for
testing or inspection.
B. Access: Furnish free access to the various parts of the work and assist testing and inspection personnel
in the performance of their tluties at no additional cost to the Owner.
C. Data: Furnish recortls, drawings, certificates, and similar data as may be required by the testing and
inspection personnel to assure compliance with the contract documents.
D. Notice: Furnish notice to Owner and/or Architect and testing and inspection agency not less than 48
hours prior to any time required for such services. ,
E. Defective Work: Remove and replace any work fountl defective or not complying with contract document
requirements at no atltlitional cost to the Owner. Where testing personnel take cores or cut-outs to verify
compliance, repair prior to acceptance.
F. Concrete: If test cylinders for concrete fail to meet design requirements, provide additional tests as may be
directed by the Owner and/or Architect. Make core tests in accortlance with ASTM C42 and load tests in
accordance with ACI 318. Correct all deficiencies found in forms, reinforcing steel, and embedded objects.
G. Structural Steel: Should any weld or structural connection fail to meet design requirements, provitle
014500 - 4 STRUCTURAL TESTING, INSPECTION & QUALITY
July 1, 2016 — Bid Set
BuildingWork KCLS Southcenter Library
Project No. 15021 Tukwila, WA
additional testing for structural connections as directed by the Owner and/or Architect or Structural
Engineer. Replace or repair all defective connections as directed.
H. Seismic Load Resisting System: The Contractor shall accommodate sufficient time needed by the
designated inspector to complete their inspection work as required by AWS D1.1, AWS D1.8, antl AISC 341.
The Contractor/weltler shall only proceetl with the work after the completion of the inspection.
1.8 TESTING AGENCY SERVICES
A. General: Testing agency shall test or obtain certificates of tests of materials and methotls of construction,
as described herein or elsewhere in the technical specification. The testing agency shall provide the
management, personnel, equipment, and services necessary to perform the testing functions as outlined in
this section.
Inspection Services: The testing agency will have full authority to see that the work is performed in strict
accordance with requirements of the contract tlocuments and the tlirections of the Owner and/or Architect.
Weltling Procedure Review: The testing agency shall provide a review and approval or rejection of all welding
procedures to be used and shall verify compliance with all reference standard requirements.
1.9 TESTS AND INSPECTION REPORTS
A. Laboratory Reports: Furnish reports of materials and construction as required, includes description of
methotl of test; identification of samples and portion of the work tested; description of location in the work of
the sample, time and date when sample was obtained, weather and climatic conditions at time when sample
was obtained, and an evaluation of results of tests including recommendations for action.
B. Inspection Reports: Furnish "Inspection at Site" reports for each site visit documenting activities,
observations, antl inspections. Include notation of weather and climatic contlitions, time and date, conditions
and status of the work, actions taken, and recommendations or evaluation of the work.
1. Include the following in all structural steel test and inspection reports (inclutle all that apply):
a. Welder's certification
b. Weld qualification tests
c. Visual inspections
d. Review of materials testing procedures, inclutling electrotles used, item inspected
e. Magnetic particle tests (MP)
f. Radiographic tests (RT)
g. Ultrasonic tests (UT)
h. Liquid Penetrant tests (LP)
i. High-strength bolted connection tests
2. Inclutle the following in all concrete test and inspection reports: .
a. Exact mix used and maximum size aggregate
b. Location in building for which samples were taken
c. Cylinder identification
d. Date cylinder received in laboratory
e. Slump data
f. Concrete supplier's name
g. Brand and type of cement used
014500 - 5 STRUCTURAL TESTING, INSPECTION & QUALITY
July 1, 2016 — Bid Set
BuildingWork KCLS Southcenter Library
Project No. 15021 Tukwila, WA
1.10 REPORTING TEST FAILURES
A. Immetliately upon inspector's determination of a test failure, the inspector shall telephone results to
the Contractor, Owner, and Architect. On the same day, the inspector shall distribute written test
results.
1.11 TESTING AND INSPECTION
A. - Structural Steel — General:
1. Mill Certificates: Mill certificates or affidavits and manufacturer's certification shall be supplied
to the inspector for verification of steel materials. Testing laboratory shall be notifietl at least
three weeks in advance of fabrication antl supplied with the reports so that shop inspection may
be performed.
2. General inspection:
a. Testing agency shall be at the fabricator's plant to verify that materials used match the
mill tests or affidavits of test reports; that fabrication, welding procedures, surface
preparation, and shop painting meet specifications; and that the work in progress
conforms with project requirements.
b. Testing agency shall visually check fabricated steel delivered to the job to confirm that the
work is in compliance with approved shop drawings and shall make any physical tests,
measurements, etc., believetl to be necessary.
c. Testing agency shall witness antl report all corrections performed by the steel fabricator
occurring on the fabricators own initiative.
d. Testing agency shall be present tluring steel erection at all times.
3. Weltling Requirements: Special inspection shall be provided by the testing agency for all
welding in accordance with the Builtling Code.
a. Nontlestructive testing shall be performetl as requiretl by the Building Code and AWS D1.1 as
specified herein for all shop and field welds.
b. All welds shall be visually inspected. Welds considered suspect shall be further checketl by
other means deemed necessary by the welding inspector.
c. . Ultrasonically test 100 percent of all eomplete joint penetration welds and 100 percent of all
partial joint penetration column splice welds with effective throats of 1/2 inch or.larger. For
partial joint penetration welds, rejection shall not be on the basis of the indication rating from
the root area of the weld.
d. Ultrasonically test all joints where the base metal is thicker than
1-1/2 inches, when subjected to through-thickness weld shrinkage strains. The joint shall be
ultrasonically inspected for discontinuities tlirectly behind such welds after joint completion.
e. When ultrasonic indications arising from the weld root cannot be interpreted as either a weltl
tlefect or the backing strip itself, the backing strip shall be removed at the expense of the
Contractor, and if no root defect is visible, the weld shall be re-tested. If no defect is indicated
� on this re-test, and no significant amount of weld metal has been removed, no further repair of
weltling is necessary. If a defect is indicatetl, it shall be repaired at no expense to the Owner.
f. Perform Magnetic Particle (MP) tests of fillet welds larger than 3/8 inch.
g. The inspector shall perform magnetic particle testing in accordance with ASTM E709 for
any questionable welds.
h. See Specification Section 051200, "Structural Steel Framing," for atlditional
test/quality control requirements.
014500 - 6 STRUCTURAL TESTING, INSPECTION & QUALITY
July 1, 2016 — Bid Set
BuildingWork
Project No. 15021
KCLS Southcenter Library
Tukwila, WA
i. Exceptions:
1) When approved by the Building Official, Architect, and Structural Engineer, the rate of
testing for ultrasonic testing of completejoint penetration welds may be reduced in
accordance with the following:
a) The nondestructive testing rate for an individual welder or weltling operator
may be reduced to 25 percent, provided the reject rate is demonstrated to be 5
percent or less of the welds tested for the welder or weltling operator. A
sampling of at least 40 completetl welds for a job shall be matle for such
retluction evaluation. Reject rate is tlefinetl as the number of welds containing
rejectable defects divitled by the number of welds completed.
b) For complete joint penetration groove welds on materials less than 5/16 inch
thick, nondestructive testing is not required provitled continuous inspection is
provided.
c) When approvetl by the Building Official, nondestructive ultrasonic testing may
be performed in the shop of an AISC approved fabricator utilizing qualified
weltling inspections in the employment of the fabricator.
2) Other ultrasonic or magnetic particle testing may be reduced by approval of the Owner
and/or Architect and Structural Engineer upon presentation of satisfactory
documentation submitted by the contractor.
4. Bolting Requirements: All inspection shall conform to the requirements of the current edition of
the "Specification for Structural Joints Using ASTM A325 or A490 Bolts."
a. For connections using high—strength bolts installetl using Load Intlicating Washers, the
Owner's testing agency need not be present tluring the entire installation and tightening
operation, provided the Owner's testing agency provides the following:
1) Inspection of the surface and bolt type for conformance to plans and specifications
prior to the start of bolting.
2) Verification of the minimum specifietl bolt tensions visually and by using the feeler
gauge as "no go" inspection on a few bolts in each connection (10 percent or two
bolts, whichever is greater).
b. For connection using high—strength tension control bolts, the Owners Testing Agency neetl
not be present during the entire installation and tightening operation, provided the Testing
Agency provides the following:
1) Inspection of the surface and bolt type for conformance to plans and specifications
prior to the start of bolting.
2) Visual inspection of 100 percent of the high-strength bolts for properly
installed tension.
5. Miscellaneous Metal: Where miscellaneous angles, channels, stutls, and similar shapes are detailed
for support of major components of the work, the welds, bolts, and material are subject to the same
testing requirement as other structural supporting members.
B. Structural Steel — Seismic Load Resisting System:
1. Welding Inspections at the Seismic Load Resisting System (SLRS): The welder, contractor's quality
control personnel, and testing agency's welding inspector shall perform the inspections of all welded
connections within the SLRS in accordance with Appentlix Q of AISC 341.
2. Nondestructive Testing (NDT) of Welded Joints: For DC welds, Magnetic Particle Testing (MP) and
Ultrasonic Testing (UT) shall be conducted by the testing agency at the frequency designatetl in
Appendix Q of AISC 341. MP and UT shall be performed in accordance with the requirements of AWS
D1.1,
AWS D1.8, and the referenced ASTM standards of this Section.
014500 - 7 STRUCTURAL TESTING, INSPECTION & QUALITY
July 1, 2016 — Bid Set
BuildingWork
Project No. 15021
KCLS Southcenter Library
Tukwila, WA
a. NDT Delay Periotls: Final visual inspection may take place immediately upon cooling to
ambient temperature. Final NDT, either MP or UT, may not begin until 24 hours after the
completion of welding. If delayed cooling such as insulating blankets or post weld heat
treatment has been used, the 24-hour delay period shall begin after the steel has reached
ambient temperature.
b. At the Contractor's option, Contractor quality control NDT may be performed before the delay
period has expired, but shall not be used for final acceptance. In-process MP, such as for
verifying the removal of cracks antl other discontinuities when backgouging or repairing
thermal cut surfaces, may be performed immediately upon completion of the welding or
backgouging. No cooling periotl is necessary. Final MP and UT of the joint or repair shall not
be performed until the 24-hour delay period is met. Final MP of weltl tabs may be performed
immediately upon completion.
c. The NDT technician shall perform all NDT, other than visual, required by this Section. NDT
shall be performed in a timely manner, so as not to hinder production, and to detect welding
problems soon after occurrence so that the Contractor may take corrective measures.
d. The NDT technician shall mark the weltls, parts, orjoints that have been inspected antl
accepted with a distinguishing mark or die stamp, and maintain recortls indicating the
specific weltls inspected.
Additional NDT Testing: In atltlition to providing NDT of welded joints in the special moment
resisting frame, the following additional testing shall be performed:
a. Forthe SLRS antl for completejoint penetration weltls on ASTM A6 rolled shapes or built-up
shapes with a thickness exceeding 1-1/2 inch, the joints shall be ultrasonic tested prior to
welding to check for evitlence of lamination, inclusions, or other discontinuities in accordance
with
ASTM A435. The area to be tested is a zone 3 inches above and below each beam flange
connection.
b. Column splices with complete joint penetration (CJP) or partial joint penetration
(PJP) welds shall be UT tested.
c. Gusset plate to column and base plate connections utilizing CJP welds shall be UT
tested.
d. Continuity plates at column webs shall have the column webs examined for cracking using MP
testing over a zone 3 inches above and below the continuity plates.
e. Doubler plates that are welded to the column at the "k" area shall have the weld termination
areas and adjacent column web inspectetl using MP testing over a zone 3 inches above and
below the doubler plate.
f. Weltl access holes shall be inspected using LP or MP testing for base metal cracks antl
cracks from thermal cutting in accordance with Appendix Q of AISC 341.
C. Shear Stud Connectors: Special inspection shall be provided for the shop and field installation of all shear
stud connectors in accordance with AWS D1.1. In addition, where the rejection rate for any welder exceetls
5 percent, each stud welded by that welder shall be struck twice by a hammer with a force sufficient to
intlicate whether or not a quality weld has been obtained. This hammer test is in adtlition to the two
30 degree bend tests required by AWS D1.1.
1. Visual inspection shall be done after ferrule removal.
2. The inspector shall also check for plumbness, dimensions, and other requirement, including required
stud layout patterns, antl when welding is through steel deck, that fusion is complete between studs
and underlying beams.
3. Certification of the stud base qualification by manufacturer per AWS D1.1 shall be supplied to the
014500 - 8 STRUCTURAL TESTING, INSPECTION & QUALITY
July 1, 20"��— Bid Set
BuildingWork KCLS Southcenter Library
Project No. 15021 Tukwila, WA
inspector.
D. Drill-In/Power-Driven Anchors: The testing agency shall verify procedures used for installation of all
concrete anchors and monitor their installation for compliance with manufacturer's requirements.
E. Nonshrink Grout Sampling and Testing:
1. Perform the following services as required to assure compliance with this specification. The
Contractor shall notify the Engineer and inspection-testing agency of the brand antl type of
nonshrink grout.in time for approval, sampling, and testing (if requiretl).
,� "
2. The Owner's testing agency shall test the grout for strength, height change, antl fluidity daily in
accordance with ASTM C1107.
a. Test specimen (cubes) shall be taken so as to represent as nearly as possible the
batch of nonshrink grout from which they are taken.
b. Make three test specimens from a batch of nonshrink grout for each period of test or test age.
c. An additional test specimen shall be produced shouid it be necessary to perform further
testing. This specimen is to be discardetl shoultl the additional testing not be necessary.
d. Report exact mix tested, location of nonshrink grout in the work, cube identification, date
of receipt of cube in laboratory, antl nonshrink grout brantl and type.
Epoxy Anchors and/or Expansion Bolts: Special inspection shall be provided for all epoxy anchors
and/or expansion bolts per IBC Chapter 17 and Table 1705.3, item 4. Inspection of anchors post-
installed in hardened concrete members requires periodic verification and inspection and shall reference
standards ACI 318: 3.8.6, 8.1.3, 21.2.8 and IBC 1909.1.
PART 2- PRODUCTS - NOT APPLICABLE
PART 3- EXECUTION - NOT APPLICABLE
END OF SECTION
014500 - 9 STRUCTURAL TESTING, INSPECTION & QUALITY
July 1, 2016 — Bid Set
City of Tukwita
Department of Community Development - Jack Pace, Director
February 14, 2017
Kate Weiland
Building Work
3131 Western Ave — Suite 526
Seattle, WA 98121
RE: Request for Extension #1
Permit Number D16-0129
Dear Ms. Weiland,
Allan Ekberg, Mayor
This letter is in response to your written request for an extension to Permit D16-0129. The Building
Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit through August 15, 2017. �
If you should have any questions, ple�se contact our office at (206) 431-3670.
Sincerely,
< � �
� ����,� -4ti./"�
Bill Rambo
Permit Technician
File: Permit No. Dl6-0129
TukwilaCityHaft • 62QOSouihcenter8oulevard • Tukwi(o, WA 98188 • 206-433-1800 • Website: TukwilaWa.gov
BUILDINGWORI<
architecture design preservation
February 6, 2017
City of Tukwila Department of Community Development
Attn: Bill Rambo
6300 Southcenter Boulevard Suite #100
Tukwila, WA 98188
Dear Mr. Rambo:
I am writing to request a permit extension for permit number D16-0129, the King County Library System tenant
improvement at Southcenter Mall.
The Library was required to acquire a contractor through a public bid process, and unfortunately the first round of bids,
opened on August 18, 2016, were over budget. After a period of value engineering and re-advertising for bids, a
contractor was selected for the project on February 3, 2017 with the intent to begin construction as soon as possible.
While demolition of the previous tenant space has already been completed by the King County Library System,
construction of the new space has not yet begun. We respectfully request an extension to the permit D16-0129 to allow
construction to begin imminently.
Sincerely,
���---�f
Kate Weiland AIA
Associate, BuildingWork
Request for Extensior� # �
Current Expiration Date: e�-�IS _ j7
Extension Request:
'
RECEIVED
CITY Of TUKWILA
FEB 01 2017
C� Approved for � days �/ PERMIT CENTER
❑ Denied (provide explanation)
�� Signature; initials —����
1
3131 western avenue, suite 528 seattle, washington 98121 office 206 775-8688 www.buildingwork.design
1/3/2017
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
KATE WEILAND
3131 WESTERN AVE, STE 526
SEATTLE, WA 98121
RE: Permit No. D16-0129
KING COUNTY LIBRARY SYSTEM
1386 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 2/15/2017.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Perinit Center at least seven(7) days before it is due to expire.
Address -your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 2/15/2017, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely, �
� ��
�' �
c� �
a�
Bill Rambo
Permit Technician
File No: D16-0129
6300 Southcenter Boulevard Suite #100 � Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
s
BUILDINGWORI<
architecture design preservation
June 18, 2016
Bill Rambo
City of Tukwila Dept. of Community Development
6300 Southcent Blvtl. Suite #100
Tukwila, WA 98188
RE: Permit Application #D16-0129 -- King County Library System -1386 Southcenter Mall
Dear Mr. Rambo:
�
r
Please find corrections enclosetl in response to your Correction Letter #1 dated June 14, 2015. All correction items and
corresponding responses are summarizetl below:
Correction
Building Review Notes
1. Please provide specifications for "Special Inspections"
related to the steel antl epoxy bolt applications (IBC
Chapter 17).
2. Provide a completed 2012 Washington State Nonres-
idential Energy Cotle lighting budget compliances form.
2012 NREC Compliance Forms for Lighting is available
online at www.neec.net/energycodes.
Response
Building Review Notes
1. See updated Structural Calculations inclutling Spec-
ifcation Chapter 14500 regarding Structural Testing,
Inspection and Quality Assurance. Inspections related
to steel and expoxy bolt applications are specified in
section 1.11.F
2. Completetl 2012 NREC Compliance Form for Lighting
is attached.
RECEIVED
CITY OF TUKWfLA
JUL 1 8 2016
PERMIT CENTER
Sincerely, CQRR�CT�/�
��� LTR# �
��
Kate Weiland, AIA
Associate
•
3131 western avenue, suite 526 seattle, washington 98121 office 206 775-8666 www.buildingwork.design
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
June 14, 2016
KATE WEILAND
3131 WESTERN AVE, STE 526
SEATTLE, WA 98121
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D16-0129
KING COUNTY LIBRARY SYSTEM - 1386 SOUTHCENTER MALL
Dear KATE WEILAND,
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 seallstamp,
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 specifications for "Special Inspections" related to the steel and epoxy bolt applications. (IBC
Chapter 17)
2. Provide a completed 2012 Washi�gton State Nonresidential Energy Code lighting budget compliance form. 2012
NREC Compliance Forms for Lighting is available online at: http://www.neec.neUenergy-codes, (scroll down to
center of page).
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 far your convenience. Corrections/revisions must be made in person and will not be accepted throu�h the mail
or by a messenger service.
6300 Southcenter Boulevard Suite #100 • Tukwila WashinRton 98188 � Pl2one 206-431-3670 � Fax 206-431-3665
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
<- �� `' ��-�6�/'—'
Bill Rambo
Permit Technician
File No. D16-0129
6300 Southcenter Boulevard Suite #100 • Tukwila Washin.gton 98188 � Phone 206-431-3670 � Fax 206-431-3665
PERi�I�' C����� �4P1 �
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0129
DATE: 07/19/16
PROJECT NAME: KING COUNTY LIBRARY SYSTEM
SITE ADDRESS: 1386 SOUTHCENTER MALL
Original Plan Submittal
X Response to Correction Letter # 1
DEPARTMENTS:
�}-�- l�l�J� �a�-~l �
Building Division �
Public Works �
Revision # before Permit Issued
Revision # after Permit Issued
Fire Prevention �
Structural �
Planning Division
Permit Coordinator
PRELIMINARY REVIEW: DaTE: 07/19/16
Not Applicable �
(no approval/review required)
REVIEWER'S INITIALS:
0
Structural Review Required �
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: Og�16�IC)
Approved ❑ Approved with Conditions �
Corrections Required � Denied �
(corrections entered in Reviews) (ie: Zoning Issues)
Notation: � h0) � S � GLd� IS�P`t.� S`�-Wc�'� WN(� � r� S ��-.�
�Vthd�` S �`P�G�
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/IR/2013
��R�li COQ�D COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0129
DATE: 05/24/16
PROJECT NAME: KING COUNTY LIBRARY SYSTEM
SITE ADDRESS: 1386 SOUTHCENTER MALL
X Original Plan Submittal
Response to Correction Letter #,
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
���� � fl.ro-!CP A��- �`3'� � v� V�.- �'2�'`�!
Bui ing Division � Fir�revention � Planning Division �
�,�s �. ���� ��
Public Works � Structural � Permit Coordinator �
PRELIMINARY REVIEW: DATE: 05/26/16
Not Applicable �
(no approval/review required)
REVIEWER'S INITIALS:
Structural Review Required �
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: �6/26/16
Approved �
Corrections Required
(corrections entered in Reviews)
Notation:
REVIEWER'S 1NITIALS:
Approved with Conditions ❑
Denied �
(ie: Zoning Issues)
DATE:
Permit Center Use Only �� t��� r
CORRECTION LETTER MAILED: � �� �GV �
Departments issued corrections: Bldg � Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/IR/2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.ci.tukwila.wa.us
, REVISION SUBMITTAL
Revision submittals must be submitted in person at tlze Permit Center Revisions will not be accepted throug/:
the mail, fax, etc.
Date: �" � I� � 2� � �,
❑ Response to Incomplete Letter #
Plan ChecWPermit Number:
� Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Kin� Coun . Librar�, Sy tem
D16-0129
REC�IVED
CITY OF TUKWILA
JUL i 8 2016
PERMtT CENTER
ProjectAddress: 1386 Southcenter Mall
Contact Person:�� T�E W� I l.A-N � Phone Number: �Z � 6� ��� ���2
Summary of Revision:
— 5 r G—� c t-t A✓� "T�2 I`f5a o , S�c'f►v ►�v 1.11. �
�E ��s h��-r� � wS 7v �oxv RD�T At°� NG47�vw�
-- 0`� t2- E L L o►-h ►� u �+r--G � ,r-rz-►'L, �� L� (� tt 7 i n� �
Sheet Number(s):
"Cloud" or l:ighlight all areas of revision including date of evision
s
Received at the City of Tukwila Permit Center by:
❑ Entered in TRAKiT on
\applications\forms-applications on lineUevision submittal
Created: 8-13-2004
Revised:
�'""�' "' CITY OF TUKWILA
�J, .............., 9s
o'! ` y Department of Communiiy Deuelopment
J� l�%
�;� �0 6,30o Southcenter Boulevard, Tukwila, WA 98i88
�' `�•. ;`2 Telephone: (206) 431-36�o FAX (206) 43i-3665
� �isos�• � E-mai1: tukplanCa?ci.tukwila.wa.us
Permit Center/Building Division
2a6 43i-36�o
Public Works Department
206 433-0179
Planning Division
206 43i-36�o
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
PERMIT NO: � � ��
STATE OF WASHINGTON)
) ss.
COUNTY OF KING )
� ll� � H i� l j'''l..a-�,a ,v 7�
, states as follows:
[please print name]
i. I have made application for a permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section i8.2�.090 of the
Revised Code of Washington, a copy of which is printed on the reverse side oi this Affidavit. I have
read or am familiar with RCW i8.2�.090.
3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the
City of Tukwila must verify either that the contractor is registered by the State of Washington, or that
one of the exemptions stated under RCW 18.2�.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with �his requirement, I
hereby attest that after reading the exemptions from the registration requirement of RCW 18.2�.090,
I consider the work authorized under this permit to be exempt under number �% , and will therefore
not be performed by a registered contractor.
5. I understand that the licensing provision of RCW i9.28.i6i through i9.28.2�g shall not apply to
persons making electrical installations on their own property or to regularly employed employees
working on the premises of their employer. The proposed electrical work is not for the construction
of a new building for rent, sale or lease.
I understand that I may be waiving certain rights that I might otherwise have under state law in any decision
to engage an unregistered contractor to perform construction work.
� � �����
Owner/Owner's Agent�
Signed and sworn to before me this
� day of �'� �/ , 20 � � .
NOTARY PUBLIC in an for the State of Washington
Residing at I`-�l n , Counry
Name as commissioned: 1 i r �� y�'+�✓'�"
My commission expires: � - � � - ��
18.27.090 Exemptions. The re �ation provisions of this chapter do not apply t
i. An authorized representative of the United States
government, the state of Washington, or any incorporated
city, town, county, township, irrigation district, reclamation
district, or other municipal or political corporation or
subdivision of this state;
2. Officers of a court when they are acting within the scope
of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in construction,
maintenance, or development work incidental to their own
business;
4. Any construction, repair, or operation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground mine
or mineral deposit when performed by an owner or lessee;
5. The sale of any finished products, materials, or articles of
merchandise that are not fabricated into and do not become
a part of a structure under the common law of fixtures;
6. Any construction, alteration, improvement, or repair of
personal property performed by the registered or legal
owner, or by a mobile/manufactured home retail dealer or
manufacturer licensed under chapter 46.�o RCW who shall
warranty service and repairs under chapter 46.�o RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site or
reservation under the legal jurisdiction of the federal
government;
8. Any person who only furnished materials, supplies, or
equipment without fabricating them into, or consuming
them in the performance of, the work of the contractor;
9. Any work or operation on one undertaking or project by
one or more contracts, the aggregate contract price of
which for labor and materials and all other items is less
than five hundred dollars, such work or operations being
considered as of a casual, minor, or inconsequential nature.
The exemption prescribed in this subsection does not apply
in any instance wherein the work or construction is only a
part of a]arger or major operation, whether undertaken by
the same or a different contractor, or in which a division of
the operation is made into contracts of amounts less than
five hundred dollars for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in this
subsection does not apply to a person who advertises or
puts out any sign or card or other device which might
indicate to the public that he or she is a contractor, or that
he or she is qualified to engage in the business of
contractor;
io. Any construction or operation incidental to the
construction and repair of irrigation and drainage ditches
of regularly constituted irrigation districts or reclamation
districts; or to farming, dairying, agriculture, viticulture,
horticulture, or stock or poultry raising; or to clearing or
other work upon land in rural districts for fire prevention
purposes; except when any of the above work is performed
by a registered contractor;
ii. An owner* who contracts for a project with a registered
contractor, except that this exemption shall not deprive the
owner of the protections of this chapter against registered
and unregistered contractors. The exemption prescribed in
this subsection does not apply to a person who performs
the activities of a contractor for the purpose of leasing or
selling improved property he or she has owned for less than
twelve months;
i2.* Any person working on his or her own property,
whether occupied by him or her or not, and any person
working on his or her personal residence, whether owned
by him or her or not but this exemption shall not apply to
any person who performs the activities of a contractor on
his or her own property for the purpose of selling,
demolishing, or leasing the property;
i3. An owner* who performs maintenance, repair, and
alteration work in or upon his or her own properties, or
who uses his or her own employees to do such work;
i4. A licensed architect or civil or professional engineer
acting solely in his or her professional capacity, an
electrician certified under the laws of the state of
Washington, or a plumber certified under the laws of the
state of Washington or licensed by a political subdivision of
the state of Washington while operating within the
boundaries of such political subdivision. The exemption
provided in this subsection is applicable only when the
person certified is operating within the scope of his or her
certification;
i5. Any person who engages in the activities herein
regulated as an employee of a registered contractor with
wages as his or her sole compensation or as an employee
with wages as his or her sole compensation;
i6. Contractors on highway projects who have been
prequalified as required by RCW 47.28.0�0, with the
department of transportation to perform highway
construction, reconstruction, or maintenance work;
i�. A mobile/manufactured home dealer or manufacturer
who subcontracts the installation, set-up, or repair work to
actively registered contractors. This exemption only applies
to the installation, set-up, or repair of the
mobile/manufactured homes that were manufactured or
sold by the mobile/manufactured home dealer or
manufacturer;
i8. An entity who holds a valid electrical contractor's
license under chapter i9.28 RCW thata��ripidys a certified
journeyman electrician, a certifie�r�sid���ial.specialty
electrician, or an electrical train��*'1ne,�atmg th�` .
requirements of chapter i9.28 R�W3o�pe�o�m plumbing
work that is incidentally, direcfly, atid iira�m�diately ��
appropriate to the like-in-kind repla`ceu�a�t'of�a-household
appliance or other small household utili2ation equipment
that requires limited electric power and limited waste
and/or water connections. An electr.ical'irainee must be
supervised by a certified electrician while performing
plumbing work.
' Per Washington State Department of Labor and Industries tessee has
been interpreted to be equivalent to owner for purposes ot exemptions.
0
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City o� �i ukwiila
BUILDING Dfl1lSlpi�
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RECEIVED
CITY OF TUKWILA
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Rev Date Issued
KCLS Southcenter
Library Expansion
TENANT SPACE 384
1386 Southcenter Mall
Tukwila, WA
Project No.
BuildingWork ��c
architecture design preservation
15021
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWork - These documents have I
been prepared specificaliy for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
8569 REGISTERED
ARCHITECT
������
MATi'HEW C. AALFS
STATE OF WASHINGTON
Issue
Date
Sheet Title
Sheet
PERNIIT SET
05/17i2016
COVERSHEETI
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@ AT FP FIREPROOF
Q1 DIAMETER OR ROUND FPHB FROST PROOF HOSE BIB
# POUND OR NUMBER FRM FRAMING
FRP FIBERGLASS REINFORCED
AB ANCHOR BOLT PANEL
ABE AVERAGE BUILDING ELEVATION FRDT FIRE RETARDANT
ABV ABOVE FRZR FREEZER
ACT ACOUSTIC TILE FS FULL SIZE
ACW ALUMINUM-CLAD WOOD FSD FIRE SEPARATION DISTANCE
ADJ ADJUSTABLE, ADJACENT FT FOOT OR FEET
AFF ABOVE FINISH FLOOR FTG FOOTING
AHJ AUTHORITY HAVING
JURISDICTION GA GAUGE
AHU AIR HANDLING UNIT GAL GALLON
ALT ALTERNATE GALV GALVANIZED
ALUM/AL ALUMINUM GEN GENERAL
AP ACCESS PANEL GFI GROUND FAULT INTERRUPTER
APPD APPROVED GFRC GLASS FIBER REINFORCED
APPROX APPROXIMATE CONCRETE
ARCH ARCHITECTURAL GL GLASS
ASF ABOVE SUBFLOOR GND GROUND
AVG AVERAGE GOVT GOVERNMENT
GR GRADE
BAL BALANCING GSM GALVANIZED SHEET METAL
BD BOARD GWB GYPSUM WALL BOARD
BEL BELOW GYP GYPSUM
BEY BEYOND
BLDG BUILDING HB HOSE BIB
BLK BLOCK, BLOCKING HC HANDICAP/HOLLOW CORE
BM BENCH MARK HD HEAD/HEAVY DUTY
BO BOTfOM OF HDWD HARDWOOD
BOT BOTTOM HDR HEADER
BNVN BETWEEN HE HOOD FAN EXHAUST
HM HOLLOW METAL
C to C CENTER TO CENTER HOL HOLLOW
CAB CABINET HOR/
CAP CAPACITY HORIZ HORIZONTAL
CG CORNER GUARD HP HIGH POINT
CHT BABY CHANGING TABLE HR HOUR
CIP CAST IN-PLACE HT HEIGHT
CJ CONTROL JOINT HWH HOT WATER HEATER
CL CENTERLINE
CLG CEILING IBC INTERNATIONAL BUILDING CODE
CLKG CAULKING ID INSIDE DIAMETER
CLO CLOSET IN INCHES
CLR CLEAR INCL INCLUDE (D) (ING)
CMU CONCRETE MASONRY UNIT INCR INCREASE
COL COLUMN INSUL INSULATION
CONC CONCRETE INT INTERIOR
COND CONDITION INTM INTERMEDlATE
CONN CONNECTION INTUM INTUMESCENT
CONST CONSTRUCTION INV INVERT
CONT CONTINUOUS
CONTR CONTRACTOR JST JOIST
CORR CORRIDOR/CORRUGATED JT JOINT
CPT CARPET
CT CERAMIC TILE L LONG/LENGTH
CTR CENTER LAM LAMINATE
CUST CUSTOM LAV LAVATORY
CWP GLEAR WALL PANEL LE LAUNDRY FAN EXHAUST
LH LEFT HAND
D DEEP (DIM)/DRYER LIN LINEAR/LINEAL
DE DRYER EXHAUST LOCN LOCATION
DEPT DEPARTMENT LP LOW POINT
DET/DTL DETAIL LT LIGHT
DF DRINKING FOUNTAIN LTG LIGHTING
DIA DIAMETER LVL LEVEL
DIAG DIAGONAL
DICA DRILLED-IN CONC ANCHOR MATL MATERIAL
DIM DIMENSION MAX MAXIMUM
DIR DIRECTION MDF MEDIUM DENSITY FIBERBOARD
DIV DIVISION MECH MECHANICAL
DN DOWN MEMB MEMBRANE
DP DAMPROOFING MFR MANUFACTURER
DOM DOMESTIC MIN MINIMUM
DR DOOR MISC MISCELLANEOUS
DS DOWNSPOUT (EXTERIOR) MLDG MOLDING
DW DISHWASHER MO MASONRY OPENING
DWG DRAWING MTD MOUNTED
MET/MTL METAL
(E) EXISTING
E EAST N NORTH
EA EACH (N) NEW
EL ELEVATION NEG NEGATIVE
ELEV ELEVATOR NIC NOT IN CONTRACT
ELEC ELECTRICAL NO or # NUMBER
EMER EMERGENCY NOM NOMINAL
EMR ELEVATOR MACHINE ROOM NTS NOT TO SCALE
EQ EQUAL
EQJ EARTHQUAKE JOINT OA OVERALL
EQPT EQUIPMENT OC ON CENTER
EPL EMERGENCY PATHWAY LIGHTING OD OUTSIDE DIAMETER
EST ESTIMATE; ESTIMATED OFD OVERFLOW DRAIN
EW EACH WAY OH ORPOSITE HAND/OVERHEAD
EXC EXCAVATED OPNG OPENING
EXH EXHAUST OPP OPPOSITE
EXtST EXISTING OVHD OVERHEAD
EXP EXPOSED OWSJ OPEN-WEB STEEL JOIST
EXPAN EXPRNSION OZ OUNCE
EXT EXTERIOR
(P) PROPOSED
FAB FABRICATED PAR PARALLEL
FB FLUSH BEAM PART PARTITION
FD FLOOR DRAIN PC PRECAST
FE FIRE EXTINGUISHER
PERF PERFORATED
NI FL O PERP PERPENDICULAR
FF FI SH O R/
FACTORY FINISHED PKG PARKING
FG FINISH GRADE PL PLATE/PROPERTY LINE/PLASTIC
FP FACTORY PRIME PAINTED PLAM PLASTIC LAMINATE
FEC FE CABINET PLYWQ/
FIN FINISH(ED) PLY PLYWOOD
FLASH FLASHING PNL PANEL
FLEX FLEXIBLE PNT PAINT(ED)
FLR FLOOR POL POLISH/ROLISHED
FOC FACE OF CONCRETE PPL POLISHED PLATE
FOF FACE OF FINISH PR PAIR
FOIC FURNISHED BY OWNER, PREFAB PREFABRICATE(D)
INSTALLED BY CONTRACTOR PRELIM PRELIMINARY
FOM FACE OF MASONRY PROJ PROJECT/PROJECTION
FOS FACE OF STUD PROP PROPERTY
PSI POUNDS PER SQUARE INCH
� �
PTD FIELD PAINTED DETAIL INDICATOR
(NOT FACTORY FINISHED) � �.—DETAIL NUMBER
PTN PARTITION AXXX SHEET NUMBER
QTR QUARTER
QTY QUANTITY
ELEVATION INDlCATOR
R RISER/RADIUS/RESISTANCE XX DETAIL NUMBER
RB RUBBER BASE �X SHEET NUMBER
RD ROOF DRAIN
REC RECEIVE
REF REFERENCE a
REFR REFRIGERATOR RM ELEVATION INDICATOR
REINF REINFORCED � DETAIL NUMBER
REQD REQUIRED A� � SHEET NUMBER
RET RETURN ELEVATION
REV REVERSE/REVISED/REVISION C
RF ROOF
RFG ROOFING
RH RIGHT HAND A
RIGID RIGID INSULATION
RL RAIN LEADER {INTERIOR)
RM ROOM
RND ROUND
Rl0 RANGE/OVEN
RO ROUGH OPENING A-1
RUB RUBBER
RWL RAINWATER LEADER (INDOORS)
S SOUTH
SALV SALVAGE (D) � 122•5'
SAM SELF-ADHESIVE MEMBRANE
SC SOLID CORE
SCHED SCHEDULE
LAYOUT GRID
PARTITION TYPE INDICATOR
SEE PARTITION SCHEDULE FOR
EXPLANATI ON
SPOT ELEVATION
SD SMOKE DETECTOR BUILDING SECTION
SECT SECTION � �--DETAIL NUMBER
SF SQUARE FEET — q�X .,�—SHEET NUMBER
SH SHELF
SHT SHEET
SHTG SHEATHING
SID SIDING
s�M SIMILAR V11ALL SECTION
SL SLOPE _ _ )q( "�— DETAIL NUMBER
SLNT SEALANT AXXX -�--SHEET NUMBER
SPEC SPECIFICATIONS
SPRT SPORT FLOORiNG (RUBBER)
SQ SQUARE FE
SST STAINLESS STEEL -�,,.�
STC SOUND TRANSMISSION CLASS
STD STANDARD/STUD
STIFF STIFFENER
STL STEEL
STOR STORAGE
STFNT STOREFRONT
STRUCT STRUCTURA�
SUB SUBSTITUTE
SUSP SUSPENDED
SYM SYMMETRICAL � � � �
SYS SYSTEM
T TOP/TREAD/TOILET/TEMPERED
T & G TONGUE&GROOVE
T STAT THERMOSTAT � � � �
TC TOP OF CURB
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY/TEMPERATURE/
TEMPERED
THK THICK(NESS) � �
THRU THROUGH
TO TOP OF
TOC TOP OF CONCRETE
TOP OF CURB
TOIL TOILET �
TOP TOPPING/TOP OF PLATE
TOP OF PARAPET
TOSF TOP OF SUBFLOOR
TOW TOP OF WALL
TP TOP OF PAVEMENT
TRANSL TRANSLUCENT
TRTD TREATED
TV TELEVISION
TWP TRANSLUCENT WALL PANEL
TYP TYPICAL
UL UNDERWRITERS' LABORATORY
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
.. _:;.....:::,:.;.:..�....
VAP VAPOR BARRIER
VAR VARIESNARIABLE
VB VINYL BASE
VCT VINYL COMPOSITION TILE �° o. �
VENT VENTILATION : �:o. :
`D '
VERT VERTICAL
VEST VESTIBULE
VFY VERIFY
VERIFY IN FIELD
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VIF
VG VERTICAL GRAIN
VOC VOLATILE ORGRNIC COMPOUNDS
VOL VOLUME Q��Z��QQ�
VS VINYL SHEET/SHEET VINYL
VTR VENT TNROUGH ROOF
W WEST/WIDE/WASHER
W/ WITH
W/O WITHOUT
WAIN WAINSCOT __—___—___—__
WC WATER CLOSET
WD WOOD
WDW WINDOW
WSBC WASH. STATE BUILDfNG CODE --
WGL WIRE GLASS
WH WALL HUNG
WIND WINDOW — — —
WP WATERPROOF(ING) MEMBRANE
WR WATER REPELLENT
WRB WEATHER RESISTANT BARRIER
------------------
WS WEATHERSTRlP
WT WEIGHT
WWM WELDED WIRE MESH
FIRE EXTINGUISHER
ON WALL HOOK
FIRE EXTINGUISHER CABlNET
SURFACE AND RECESSED
EXIT SIGNS (OVERHEAD)
BLACK QUADRANTS INDICATE LiGHTED SIDES
ARROWS SHOW DIRECTION ARROWS
EXIT SIGNS (WALL MTD)
BLACK QUADRANTS INDICATE LIGHTED SIDES
ARROWS SHOW DIRECTION ARROWS
WINDOW NUMBER
LOUVER NUMBER
FRAMED WALL (PLAN)
FRAMED WALL OR FLOOR (SECTION)
CMU WALL (PLAN & SECTION)
BRICK WALL (PLAN & SECTION)
CONC WALL (PLAN)
CONC WALL OR FLQOR (SECTION)
CONCRETE (DETAILS)
GWB (DETAILS)
BATT INSULATION (DETAILS)
RIGID INSULATION (DETAILS)
CENTERLlNE
GRID LINE
PROPERTY LINE
CONCEALED LIfdE
nvGouGnn i in�G
PROJECT LOCATION:
1386 SOUTHCENTER MALL, TUKWILA, WA 98188
LEGAL DESCRIPTION:
WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS
1-9 WHICH REPlACES BSIP REC VOL 249 PGS 77-84 (AKA
PARCELATUKWILA BSIP #L10-032 REC #20101021000765)
KING COUNTYASSESSOR'S PARCEL NUMBER:
920247-0010
KING COUNTY ZONING:
C
PROJECT DESCRIPTION:
E NT IM V N F SPACE 388 ADJACENT TO
EXISTING LIBRARY SPACE 384 IN THE SOUTHCENTER MALL.
IMPROVEMENT INCLUDES NEW STOFtEFRONT, FINISHES,
AND FIXTURES. RENOVATIONS TO BOTH SPACES INCLUDE
LIGHTING, CARPET, PAINT, AND CEILING TREATMENTS.
NO CHANGES TO EXISTING STRUCTURE OR EXTERIOR.
GE�ERAL �4TES
' ��
OWNER: LIGHTING DESIGNER:
KING COUNTY LIBRARY SYSTEM DARK � LIGHT DESIGN
960 Newport Way NW 1511 Third Avenue, Suite 700
Issaquah, WA 98027 Seattle, WA 98101
T 425 369 3237 Jill Cody
j i II@darklightseattle.com
Greg Smith, Director
ggsmith@kcis.org
ARCHITECT (PRIMARY CONTAC�: STRUCTURAL ENGINEER:
BuildingWork SWENSON SAY FAGET
3131 Westem Ave, Suite 526 2124 Third Avenue, Suite 100
Seattle, WA 98121 Seattle, WA 98121
T 206 650-2988 Pete Krebs, PE, SE
pkrebs@ssfengineers.com
Kate Weiland, AIA
kate@buildingwork.design
1. ALL WORK SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF THE 2012 WASHINGTON STATE BUILDING CODE (WSBC), 2012 WASHINGTON STATE
ENERGY CODE, AND ALL OTHER APPLICABLE CODES
2. CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS AND VERIFY LOCATION OF WORK WITH THE ARCHITECTS. NO SCALE MEASUREMENTS SHALL BE
USED AS DIMENSIONS FOR WORK. LARGER SCALED DETAILS AND DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER. NOTIFY THE ARCHITECT
WHENEVER DIMENSION DISCREPANCIES ARISE.
3. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION OF THE JOB SITE, INCLUDING SAFETY, PROTECTION OF THE PROPERTY,
AND THE LIKE DURING PERFORMANCE OF THE WORK
4. CONTRACTOR SHALL PROVIDED METHODS, MEANS, AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL, WATER OR ATMOSPNERE.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S WORKAND/OR SUPPLIED. ITEMS THATARE FURNISHED BY
OWNER AND INSTALLED BY CONTRACTS OR ARE NOT IN CONTRACT, BUTARE ATTACHED TO THE CONTRACTOR'S WORK.
6. BUILDING IS TO BE FULLY SPRINKLERED.
7. ALL FURRED WALLS SHALL HAVE VERTICAL AND LATERAL DRAFTSTOPS PER WSBC.
8. DRAWINGS ARE DIAGRAMMATIC IN NATURE. INFORMATION IS PROVIDED TO DESCRIBE GENERAL LOCATIONS, ASPECTS, AND AREAS OF EXISTING
BUILDING ELEMENTS. EXISTING CONDITIONS, DIMENSIONS, MATERiALAND QUANTITIES MUST BE VERIFIED BY THE CONTRACTOR.
9. DRAWINGS ISSUED FOR CONSTRUCTION PRIOR TO FINAL PERMITTING APPROVALARE SUBJECT TO REVISIONS. VERIFY
CONSTRUCTION DOCUMENTS CONFORM TO PERMIT DRAWINGS BEFORE PROCEEDING WITH WORK. NOTIFYARCHITECT WHENEVER DISCREPAPICIES
ARISE.
10. DIMENSIONS ARE TO:
FACE OR STUD (FOS}
UNLESS NOTED OTHERWISE (UNO)
DIMENSIONS INDICATED AS CLEAR (CLR) OR FINISH (FIN) ARE TO FINISH FACE.
VI�I�IiY �Ii�P
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G000 COVER SHEET
G001 GENERAL INFORMATION
G101 BUILDING CODE
AD101 DEMOLITION PLAN
A100 FLOOR PLAN
A101 FF&E PLAN (REFERENCE ONLY)
A200 REFLECTED CEILING PLAN
A300 EXTERIOR ELEVATION
A300a EXTERIOR ELEVATION SIGNAGE
A310 BUILDING SECTIONS
A320 WALL SECTION DETAILS
A321 WALL SECTION DETAILS
A322 WALL SECTION DETAILS
A400 ENLARGED PLAN DETAILS
A401 ENLARGED PLAN DETAILS
A700 TYP PARTITION DETAILS
A701 TYP INTERIOR DETAILS
A900 SCNEDULES
S100 STRUCTURAL DETAILS
SITE: 1386 SOUTNCENTER MALL
(WORK TO BE DONE AT TENANT NUMBERS
384 AND 388 ONLY)
T ��'�I�l�D F�R
�C��� CQ��i�'LIA�ICE
A��;�C���Ia
� JUL 2 G 2016
�Itiji of�l.i{CUNi�a
ji CUN
�Li��i�� �ivisio�
RECEIVED
C17Y OF TUKWILA
�����A� 1 � �E���
PERMIT CENTER
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Rev Date Issued
I�CLS Southcenter
Library Expansion
TENANT SP�10E 384
1386 Southcenter Mall
Tukwila, WA
Project No.
15021
BuildingWork ��c
architecture design preservation
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWork - These documents have
been prepared specifically for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
8569 REGISTERED
ARCHITECT
/�!'/4:1i�'"
MAT?HEW C. AALFS
STATE OF WASHINGTON
Issue
Date
Sheet Title
Sheet
PERNfIT SET I
05/17/2016 I
GENERAL
INFORMATiON
BUlLDIPiG �ODE SUi�I�l4R�
APPLICABLE CODE 2012 WASHINGTON STATE BUILDING CODE
FIRE DISTRICT INTERNATIONAL FIRE CODE
(WSBC Appendix D)
OCCUPANCY A3 AND B
(WSBC 303.4)
CONSTRUCTION TYPE EXISTING: TYPE II-B FULLY SPRINKLERED
(WSBC 602) NO CHANGE TO CONSTRUCTION TYPE PROPOSED.
FIRE SPRINKLERS FULLY SPRINKLERED PER EXISTING SYSTEM (NFPA 13)
(WSBC 903.3.1.1) ALL MODIFICATIONS MADE TO ACCOMMODATE NEW SPACE PLAN ARE ALSO TO BE COMPLIANT WITH NFPA 13
PORTABLE FIRE EXTINGUISHEI SUILDING IS CLASS A, LIGHT FIRE HAZARD. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER IS 75 FEET
(WSBC 906 / NFPA 10) EXTINGUISHERS TO BE SELECTED AND INSTALLED ACCORDING TO NFPA 10
FIRE ALARM AN� DETECTIOPI MANUAL FIRE ALARM BOXES ARE NOT REQUIRED WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
(WSBC 907) SPRINKLER SYSTEM
USE & OCCUPANCY SPACES IN THIS PERMIT ARE A(4,548 SF) OR B(213 SF) OCCUPANCY.
(WSBC CHAPTER 3)
OCCUPANCY SEPARATION NO SEPARATION REQUIRED WITHIN TI SPACE
(WSBC 508.3)
CONSTRUCTION SEE TABLE 601 T e ll-B
(WSBC TABLE 601) , REQUIREI
Non-bearing Interior Walis
Floor Construction & associated
secondarv members
Roof Construction & associated
0
0 HR
0
0, New Interiar Cor
Existing, No Change
Existing, No Change
- CE{LING + WALL FINISHES IN T.I SPACE: FINISH MATERIALS IN UNRATED ROOMS + SPACES, GROUP A3 AND B OCCUPANCIES, SHALL HAVE CLRSS C
(WSBC 402.6) FACING MALL CORRIDOR: INTERIOR WALL AND CEILING FINISHES WITHIN THE MALL BUILDING AND WITHIN THE EXITS OF
COVERED OR OPEN MALL BUILDINGS SHALL HAVE A MINIMUM FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX OF
- CLASS B IN ACCORDANCE WITH CHAPTER 8. INTERIOR FLOOR FINISHES SHALL MEET REQUIREMENTS OF SECTION 804.
INDEX TESTED IN ACCORDANCE WITH NFPA 286
CAlC OCC
OCCUPANT LOAD CALCS
(WSBC 1004) READING ROOM 4,085 A3 50 82
MULTI-USE ROOM 463 A3 15 31
WORK ROOM 213 B 100 2
TOTAL 4 761 115
EGRESS WIDTH CAPACITY
(WSBC 1005) MINIMUM EGRESS WIDTH OCC LOAD Width per CALC MINIMUM PROVIDED MIN
402.8.6
* PER WSBC SECTION 1005.3.2, EXCEPTION: FOR OTHER THAN H AND I-2 OCCUPANCIES, THE CAPACITY OF MEANS OF
EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED
BY A FACTOR OF 0.15, IN BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM
- EXIT ACCESS TRAVEL DISTANCE OCCUP MAX ALLOWABLE PROPOSED MAX TRAVEL DISTANCE
(WSBC TRBLE 402.8.5) A_______________________________� 200 91'-3" SEE G101
'`Automatic sprinkler system in accordance with WSBC section 903.3.1.1 required
PLUMBING COUNT PUBLIC TOILET ROOMS PROVIDED IN COMMON MALL AREA. FACILITIES PROVIDED FOR STAFF ONLY.
STAFF OCCUPANT LOAD IS LESS THAN 15; SHARED FACILITIES ARE OKAY.
STAFF TOILET ROOMS = 1 SHARED FOR 2 STAFF PER SECTION 2902.3.1
ACCESSIBILITY
(WSBC 1103.2.2 & 3411.6)
ACCESSIBLE PARKING
(WSBC 1106)
ALTERATIONS TO EXISTING BUILDING TO COMPLY WITH CHAPTER 11 AND ICC A117.1 UNLESS TECHNICALLY INFEASIBLE.
ACCESSIBLE PARKING PROVIDED BY MALL AND NOT INCLUDED IN T.I. SCOPE
(E)1-HR RATED PARTY WALL
�
O
0
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U
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3
MAXIMUM TRAVEL DISTANCE
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200' ALLOWED ��� �
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TRAVEL DISTANCE
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EXTERIOR
RECEIVED
C1TY OF TUKWILA
����°� 17 ��1�
PERMIT CENTER
CODE DIAGRAM LEGEND
ROOMS AND SPACES:
ROOM NAME - RM #
OCC.GROUP
xxxSFl�l�
OCCUPANT LOAD
OCCUPANCYLOAD
FACTOR
GROSS FLOOR AREA
4� OCCUPANT LOAD AT DOOR
ARROW INDICATES
DIRECTION OF EGRESS
� � EXITACCESS
•••••••••••• LONGESTPATHOFTRAVEL
------- COMMON PATH OF TRAVEL
EXIT DISCHARGE
— - - — AREA OF WORK
FIRE RATINGS:
�^^^� 3-HR FIRE WALL
--- 2-HR EXT LB WALLS, FIRE
BARRIERS, HORIZONTAL
ASSEMBLIES
2-HR PROTECTION OF
STRUCTURE
------ 1-HR EXT NLB WALLS, FIRE
BARRIERS, HORIZONTAL
ASSEMBLIES
NOTES:
1 BUILDING WILL BE SPRINKLERED
THROUGHOUT PER NFPA 13.
2 SHADED AREAS INDICATE
PORTIONS OF EXISTING
BUILDING OUTSIDE THE SCOPE
OF WORK FOR THE PROPOSED
PROJECT.
Rev Date Issued
KCLS Southcenter
Library Expansion
TENANT SPACE 384
1386 Southcenter Mall
Tukwila, WA
Project No.
15021J
BuildingWork ��c
architecture design preservation
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWork - These documents have
been prepared specifically for the above
named project. They are not suitable for use
on other projects or in other locations wfthout
the approval and participation of the Architect.
Issue
Date
85�9 REGISTERED
ARCHITECT
/ /' iGr�^►,�-G��'�--'Z.---
MATfHEW C. AALFS
STATE OF WASHINGTON
PERMIT SET I
05/17/2016 I
i Sheet Title BUILDING CODE I
Sheet
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SCALE:1/8" = 1'-0"
TEMPORARY CONSTRUCTION
BARRICADE PER SOUTHCENTER MALL
TENANT STANDARDS
FtEFL�C7'EQ �EILI�G PLAI� i�E�O
SCALE:1/8" = 1'-0"
CO�ST�tUCiION BARRICI4DE PLA�
SCALE:1/8" = 1'-0"
� � ��
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����� ��
iVE GWB SOFFIT
NE ACT CEILING AND
3SOCIATED SUPPORTS,
'S, AND DIFFUSERS
�..—•
�EVlEWED FOR
�+�DE CQ�iPL1ANCE
����� v���
JUL 2 � 2p1�
�i�y ��%�dila
�U1LDtRiC Dl�'IS10�1
RECEiVED
C1TY OF TUKWILA
6����� � 2 �a��
PERMIT CENTER
KEY
DEMO
EXISTING TO REMAIM
:•-- ��
_ _
Rev Date Issued
KCLS Southcenter
Library E�pansion
TENA�JT SPACE 38�
1386 Southcenter Mall
Tukwila, WA
Project No.
' BuildinglNork ��c
', architecture design preservation
15021
I 3131 Western Ave, Suite 526
'� Seattle, WA 98121
O 2016 BuildingWork - These documents have
been prepared specifically for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
8569 REGISTERED
ARCHITECT
MATTHEW C. AALFS
STATE OF WASHINGTON
Issue
Date
Sheet Title
Sheet
'i �-�:3 tTI�'�� i
Q5117/2016 I
17�►�i[*7:7w_<<l
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s�a���� �
��'H'P���{ ��y �hLt��ldro:ax2Y #
;�L�IEUVED FOR
C7� CO�fiPLI,��ICE
�PPE�O���
J�J� 2 � �Dl� :��
�l� Of �U�"��ltfl�c7.
t�Q�i`�� DtVISfO�i
RECEIVED
;ITY OF TUKWILA
E����'� 17 Z�=�
PERMIT CENTER
GENERAL NOTES:
1. DIMENSIONS ARE TO FACE
OF CONC. (FOC), FACE OF
STUD (FOS) OR FACE OF
BRICK (FOB} UNLESS
OTHERWISE NOTED (UNO).
2. FOR DOOR SCHEDULE SEE
SHEET A900
3. FOR TYP INTERIOR
ASSEMBLIES SEE SHEET A701
4. FOR FINISH SCHEDULE SEE
SHEET A900
5. ALL WALLS TO EXTEND TO
(E) GYP BD CEILING ABOVE,
UNO.
GRAPHIC LEGEND
----- (E) 2-HR RATED MTL
STUD WALL
� (E) 2-HR SHAFT WALL
����G� EXISTING BRICK MASONRY
FRAMED WALL
-----�
I �
I �
I �
L____ soXaq
/
�
30" X 48" ADA CLR
FLR SPACE
NOT IN SCOPE
Rev Date Issued
�CCLS Southcenter
Library Expansion
TENA�IT SPACE 384
1386 Southcenter Mall
Tukwila, WA
Project No.
BuildingWork ��c
architecture design preservation
15021
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWork - These documents have
been prepared specifically for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
8569 REGISTERED
ARCHITECT
����������%�- c-."--
MATi'HEW C. AALFS
STATE OF WASHINGTON
Issue
Date
Sheet Title
Sheet
[T �=�-��lt-���i
05/7 7/20'I 6
FLOOR PLAN
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ARCH
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BAR-HEIGHT CHARGING
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— � — — —
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JUL 2 � �D1fi
,
�ify c�r 1 t���vii�
�UILQtf�G QI���IOi� x
N
RECEIVED
ITY OF TUKWILA
� ���� 17 2Q��
ERMIT CENTER
Rev Date Issued
'� �CLS Southcenter
' Librar� E�pansion
TENANT SP�10E 384
1386 Southcenter Mall
Tukwila, WA
Project No. 15021
BuildingWork ��c
architecture design preservation
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuiidingWork - These documents have
' been prepared specifically for the above
!, named project. They are not suitable for use
' on other projects or in other locations without
' the approval and participation of the Architect.
8569
REGISTERED
ARCHITECT
MATTHEW C. AALFS
STATE OF WASHINGTON
Issue PERMIT SET
Date 05/17/2016
Sheet Title FF&E PLAN
Sheet
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RCP LEGEND
(EXISTING GWB FINISH CEILING.
TYP. U.N.O.)
�1 RE�LEC'iED CEILI�IG PLA�
A200 SCALE:1/4" = 1'-0"
� +X -X
/
�
ACOUSTICAL
FABRIC CEILING
"TECHSTYLE"
LARGE FORMAT
ACOUSTICAL
CEILING
CEILING HTAFF
(F.O. FIN)
NOT IN SCOPE
tLLUMINATED EXIT LiGHT:
WALL MOUNTED
—►
CEILING MOUNTED
—►
(BLACK QUADRANT INDICATES
LIGHTED SIDES, ARROWS INDICATE
DIRECTIONAL ARROWS)
LIGHT FIXTURES:
(SHOWN FOR REFERENCE ONLY, ELEC
UNDER SEPARATE PERMIT)
SUSPENDED DIRECT/
INDIRECT LED LIGHT
FIXTURE
� PENDANT LIGHT FIXT
PENDANT LIGHT FIXT
CEILING-MTD WALL
WASH LED FIXTURE
0 UNDERCAB LED FIXT
uc
LINEAR RECESSED
LED FIXTURE
SURFACE-MTD LED
FIXTURE
WALL-MTD LIGHT
FIXTURE
LINEAR SLOT
DIFFUSER
�EVI��Q FQ�
���� COi����.il��lCE �
j : �����°�E� I
1
:. JUL 26 2016
����' Gi i llE�I��
E�U�� �I�'�� €�11lt4t
RECEIVED
CITY OF TUKWILp
�°��'� 17 201�i
PERMIT CENTER
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RCP & LIGHTING NOTES:
1. ELECTRICAL, MECHANICAL
AND CHANGES TO EXISTING
SPRINKLER LAYOUT UNDER
SEPARATE PERMIT. LIGHTING
FIXTURES SHOWN IN ARCH
PERMIT SET FOR REFERENCE
ONLY.
2. FIXTURES IN THE PATH OF
EGRESS TO BE ON
EMERGENCY CIRCUIT OR
SUPPLIED WITH REQUISITE
NUMBER OF BATTERY PACKS
AS DESIGNED BY ELECT
ENGINEER TO MEET CODE
REQ?S.
3. CONTROL DEVICES AND
WIRING TO COMPLY WITH 2O09
SEATTLE ENERGY CODE.
Rev Date Issued
KCLS Southcenter
Library Expansion
TE�IANT SPACE 384
1386 Southcenter Mall
Tukwila, WA
Project No.
BuiidingWork ��c
architecture design preservation
15021
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWorlc - These documents have
been prepared specifically for the above
named proJect. They are not suitabie for use
on other projects or in other locations without
the approval and participation of the Architect.
8569
REGISTERED
ARCHITECT
/���,L" �/�••--
MATTHEW C. AALFS
STATE OF WASHINGTON
Issue
Date
Sheet Title
Sheet
PER{'�IT SET
05/17/2016
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Rev Date Issued
KCLS Southcenter
Library Expansion
TENANT SPACE 384
1386 Southcenter Mall
Tukwila, WA
Project No.
15021
BuildingWork ��c
architecture design preservation
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuiidingWork - These documents have
' been prepared specifically for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
8569
REGISTERED
ARCHffECT
/� ��� �vt/" "
MATTHEW C. AALFS
STATE OF WASHINGTON
Issue
Date
Sheet Title
I Sheet
PERMIT SET
05/17I2016
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NOTE: SEE G101 FORA
DIAGRAMMATIC PLAN OF THE ENTIRE
BUILDING. ENTRY MARKED.
Rev Date Issued
�CCLS Southcenter
Library Expansion
TENANT SPACE 384
1386 Southcenter Mall
Tukwila, WA
Project No.
15021
BuildingWork ��c
architecture design preservation
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWork - These documents have
been prepared specifically for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Archftect.
8569 REGISTERED
ARCHITECT
MATfHEVt/ C. AAL S
STATE OF WASHINGTON
Issue
Date
Sheet Title
Sheet
PER�IfIT SET
05/17/2016
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KCLS Southcenter
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TENANT SPACE 384
1386 Southcenter Mail
Tukwila, WA
Project No.
15021
BuifdingWor�C ��c
architecture design preservation
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWork - These documents have
been prepared specifically for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
5569 REGISTERED
ARCHITECT
���
MATTHEW C. AALFS
STATE OF WASHINGTON
Issue
Date
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I Sheet
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Rev Date Issued
�CCLS Southc�nter
Library Expansion
TEIVA�T SPACE 384
1386 Southcenter Mall
Tukwila, WA
Project No.
15�
BuildingWork ��c
architecture design preservation
3131 Westem Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWork - These documents have
been prepared specifically for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
8569 REGISTERED
ARCH(TECT
MATTHEW C. AALFS
STATE OF WASHINGTON
Issue
Date
Sheet Title
Sheet
PERMIT SET
05/17/2016
SECTION
DETAILS
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Rev Date Issued
KCLS Southcenter
Librar�i E�pansion
TENANT SPACE 384
1386 Southcenter Mall
Tukwila, WA
Project No.
15021
BuildingWork ��c
architecture design preservation
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWork - These documents have
been prepared specificaily for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
8569
REGISTERED
ARCHITECT
MATi'HE1N C. AALFS
STATE OF WASHINGTON
Issue
Date
Sheet Title
Sheet
PERMIT SET
Q5/17/2016
SECTION
DETAILS
ARCHITECTURAL CASEWORK —
1"APPLEPLY BOX WITH 1"
SHELVES, LOCKABLE APPLEPLY
DOOR, AND GLASS FACE
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�CLS Southcenter
Library Expansion
TENANT SPACE 384
1386 Southcenter Mall
Tukwila, WA
Project No.
15021
BuildingWork ��c
architecture design preservation
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuiidingWork - These documents have
been prepared specifically for the above
named project. They are not suitabie for use
on other projects or in other locations without
the approval and participation of the Architect.
8569 REGISTERED
ARCHfTECT
MATTHEW C. AALFS
STATE OF WASHINGTON
lssue
Date
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�CCLS Southcenter
Library E�pansion
TENANT SPACE 384
1386 Southcenter Mail
Tukwila, WA
Project No.
BuildingWork ��c
architecture design preservation
15021J
3131 Western Ave, Suite 526
Seattie, WA 98121
O 2016 BuildingWork - These documents have
been prepared specifically for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
8569 REGISTERED
ARC H RECT
1����Ti" ••
MATTHEW C. AALFS
STATE OF WASHINGTON
Issue
Date
Sheet Title
Sheet
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05/17/2016 I
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�CCLS Southcenter
Library Expansion
TENANT SPACE 384
1386 Southcenter Mall
Tukwila, WA
Project No.
BuildingWork ��c
architecture design preservation
15021
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWork - These documents have
been prepared specifically for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
8569 —��
REGISTERED
ARCHITECT
1�I� �������'-z-""'_
MATTHEW C. AALFS
STATE OF WASHINGTON
I Issue
I Date
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05/17/2016 I
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TRACK SECTION AT EA END OF WALL AND 8'-0" O.C.
CONDITION W/ GWB AT ONE SIDE (INDICATED),
PROVIDE CONTIN. FLAT STRAP 1 1/2" X 20 GA
LOCATE ON SIDE OPP GWB. SECURE TO EA
STUD W/ #8 SCREW AND TO EA TRACK
SECTION W (3) #8
WHERE NO GWB AT EITHER SIDE PROVIDE
STRAP AT BOTH SIDES.
WHERE INDICATED
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SCALE: NTS
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TYP. INTERI4R PARTITIt3N WI 3 5/8"" �iETAL STUDS
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2 CEMENTITIOUS BACKER IS 5/8" UL-
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4 WHERE ENDS OF PARTITION ABUTT
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& FURRING 2 = 2 HOUR
SCHEDULE. 3 = 3 HOUR
4 = 4 HOUR
PARTITIONS ARE TO STRUCTURE ABOVE U.N.O.
PARTITIONS ARE TYPE A-0, U.N.O.
'iV�ICAL P�Ri1T10� CO�ST�UCilO�
SCALE: 3n = .��'On
BACi�11VG STRIP
SCALE: NTS
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ACOUSTIC SEALANT
"L" BEAD TYP.
(OMIT WHERE
CONCEALED
ABOVE CLNG)
DEEP LEG
RUNNER
1X4 MDF BASE
U.N.O.
ACOUSTIC
SEALANT-
NON-RATED CONDITION SHOWN.
3ACKING STRIP FROM 6" X 43MIL STUD RUNNER
�OTCH AT STUDS, CONTINUOUS FULL LENGTH OF
�TTACHED ITEM. SECURE TO EA STUD WITH (3) #8
>CREWS MIN.
'ROVIDE BACKING FOR GUARDRAILS, HANDRAILS,
;ABINETS, GRAB BARS, TACK-BOARDS, WRITING
30ARDS, MIRRORS, DOOR STOPS, TOILET
'ARTITIONS AND ACCESSORIES.
:OORDINATE LOCATIONS.
� 1/2" CLEAR ABV. GWB
� TOP ROW OF FASTENERS
1" BELOW BOT OF RUNNER.
NO FASTENERS TO RUNNER.
�— 1 1/2" X 18 GAALIGNMENT
STRAP SECURE TO EACH STUD
TO HOLD STUDS IN POSITION
PRIOR TO INSTALLATION OF GWB
LIMITING HEIGHTS FOR DRYMIALL STUDS
Based on SSMAdesignation and metal thickness
for studs 16" oc and 5 psf air pressure
STUDS COMPOSITE NON-COMPOSITE
400 S125 x 18 MIL 15'4" 13'9"
400 S125 x 30 MIL 17'6" N/A
400 S125 x 33 MIL 18'4" 17'3"
400 S125 x 43 MIL 19'5" 18'9"
600 S125 x 18 MIL 19'9" N!A
600 S125 x 30 MIL 23'2" N/A
600 S125 x 33 MIL 24'6" 23'11"
FRAMING NOTES
STONE WOOLACOUSTIC INSUL, TYP.
1 INTERIOR STUD HEIGHT LIMITS FOR U240 DEFLECTION BASED ON ICBO 4943 AND SSMA TABLE OF
LIMITING HTS.
2 PROVIDE FULL-HT GYP BD AT BOTH SIDES WITH MIN #6 SCREWS AT 12" OC. OR USE
NON-COMPOSITE HEIGHT WITH STUD FLANGES BRACED FOR FULL HT OF STUD PER 12 /A701.
3 TYPICAL: 4" STUDSAT 16" oC u.tv.o. RECEIVED
4 ALLPARTITIONSEXTENDTOSTRUCTURE ABOVE U.N.O. CITY OF TUKWILA
6 SEE INDIVIDUAL PARTITION TYPES FOR FIRE RATING INFORMATION
'�'YPICAL PARTIT10�1 COiti1STRUCTIO�
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Rev Date Issued
KCLS Southcenter
Library Expansion
TENANT SPACE 384
1 �86 Southcenter Mall
Tukwila, WA
Project No.
� BuiidingWork ��c
architecture design preservation
15021
3131 Western Ave, Suite 526
Seattle, WA 98121
'I O 2016 BuildingWork - These documents have
been prepared specificaily for the above
named project. Thay are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
Issue
Date
8569 REGISTERED
ARCHITECT
/� ��/4%i/`' �
MATfHEW C. AALFS
STATE OF WASHINGTON
PERMIT SET I
05/17/2016 I
Sheet Title TYP PARTITION
DETAILS
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(1) NO 12 WIRE VERTICAL, WITH STRUT SECURED
TO VERT. WIRE USING NO. 12 WIRE TIES.
STRUT FROM STEEL STUD MATERIAL OR EMT,
FIT TtGHT TO CEILING AND TO TOP OF MAIN RUNNER.
WIRE SECURELY IN PLACE. SECURE TO MAIN
RUNNER W/ SCREWS OR POP-RIVITS.
(4) NO 12 GAGE WtRES, SECURE TO MAIN
TEE WITHIN 2" OF CROSS TEE, SPLAY 90°
IN PLAN AND SLOPE NOT MORE THAN 45°
UP FROM CEILING
MAX LENGTH FOR VERTICAL STRUTS
EMT CONQUIT
1/2" EMT UP TO 6'-0"
3/4" EMT UP TO 8'-6"
1" EMT UP TO 10'-0"
METAL STUD
1 5/8" X.018 STUD UP TO 6'-2"
21/2" X.018 STUD UP TO 10'-6"
FOR PLENUM HIGHER THAN 11'-0"
SUBMIT STRUCT ENGINEER'S CALCS
SUPPORTAND BRACE SUSPENDED CEILING GRID IN ACCORDANCE WITH IBC REQUIREMENTS
FOR SEISMIC DESIGN CATEGORY D
LATERAL BRACING REQUIRED ATALL CEILINGS EXCEPT IF SMALLER THAN 1000 SF AND
SURROUNDED BY 4 WALLS WHICH ARE BRACED TO STRUCTURE
BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN A MANNER
WHICH WILL RESISTA DESIGN LOAD OF NOT LESS THAN 200 LBS. OR THE ACTUAL DESIGN
LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2.
SEISMIC BRACING WIRES SHALL BE ATTACHED TO CONCRETE USING 5/16" MIN. D.I.C.A.
(SHOT IN FASTENERS NOT PERMITTED FOR SEISMIC BRACING)
LATERAL BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL PIPING AND
DUCTWORK.
LOCATE RESTRAtNT POINTS NOT MORE THAN 12 FT. OC. EACH WAY WITH THE FIRST POINT
WITHfN 6 FT. OF EACH WALL.
THE CEILING GRID SHALL BE ATT'ACHED TO THE WALL MOLDING AT TWO ADJACENT WALLS USING
POP-RIVETS OR OTHER APPROVED METHOD. WALL MOLDING SHALL BE SECURED TO STUDS.
HANGER AND PERIMETER WIRES SHALL BE PLUMB WITHIN 1 IN 6 EXCEPT WHERE COUNTER-
SLOPING WIRES ARE PROVIDED
TERMINAL ENDS OF MAIN BEAMS AND CROSS TEES MUST BE SUPPORTED WITHIN 8" OF EACH
WALL WITH A PERIMETER WIRE.
" CEILING DESIGN SHALL COMPLY WITH REQUIREMENTS OF IBC, ASTM C635, ASTM C636, ASCE
7-01, AND CISCA
�4COUSTIC CEILI�G SEIS�iC �RACI�G
NOT TO SCALE
UNOBSTRUCTED REACH RANGES - FORWARD AND SIDE APPROACHES:
FORWARD APPROACH (ANSI A117.1, SECTION 308.2) SIDE APPROACH (ANSI A117.1 SECTION 308.3.1)
NOTE: VFY LOCATION OF OPERABLE PORTIONS ON DEVICES
RECEPTACLES SWITCHES INTERCOMS T-STATS WINDOWS
LATCH &
CONTROLS
ALIGN TOP OF WALL BOXES
_______ o .Q ;,o ___ o oe ____
PANELBOARDS
U�I�TED G�� C�ILING
SCALE:3" = 1'-0"
/
FLOATING END
/
___ o .. _ _ _____________
_ ______ _ _ ______
.. ,,
...'� �� / / �.
/
z �
0
�
_��> /
=Q W Q IF THE DEVICE IS
� m DUPLEX, BOTH
= W � = OUTLETS MUST BE
� W a �.�i. WITHIN THE REACH
H � O O RANGE.
---- �� �Q � � ------------------------------------------
�
� U W 0 U
WQ—�Zj
�a°°Ow '
ow�d�=o
� U W � W
0 � o � � FINISHED FLOOR
ACCESSIBILITlf REACH RA�GE DIAGR��tIS
SCALE:1" = 1'-0"
CONTROL
LATCH
MINERAL WOOL
ACOUSTICAL BATTS
4" METAL STUDS
@ 24" OC
5/8" TYPE X GWB
1:6 MAX SLOPE I
-PERIMETER WIRE I ir
i
AT FIXED EDGES OF CEILING, WALL
MOLD MUST BE ATTACHED TO STUDS
��
SEISMIC CLIP SECURED TO
GRIDATATTACHED END OF GRID�
lr
SEISMIC SLIDE CLIPS SIM ARMSTRONG
"BERC-2 SEISMIC CLIP", USG/DONN "ACM7
SEISMIC CLIP" OR CHICAGO METALLIC
"SEISMIC PERIMETER CLIP", AS STANDARD
FOR CEILING GRID MFR'S CAT D SEISMIC
SUSPENSION SYSTEM.
MRINTAIN 3/4" BETWEEN END OF GRID AND
FACE OF WALLAT FLOATING END.
7/8" WRLL MOLDING, TYP
GRID SECURED TO WALL MOLDING AT
TWO ADJACENT WALLS USING CONCEALED
SEISMIC CLIPS WITH FASTENER TO GRID.
SEIS�IC W�LL �OLDI�G
SCALE:3" = 1'-0"
OBSTRUCTED REACH RANGE - FORWARD APPROACH (TYPE AAND TYPE B UNITS):
ALIGN TOP OF WALL BOXES
--QQ��� o --- ----- --------
20" - 25" l
— — — — — — — — — — — — — �
SECTION
ATTACHED END
AT COUNTERTOP
CORNERS, OUTLETS /
CONTROLS MUST BE
LOCATED 36" MINIMUM
FROM THE CORNER.
I
UL LISTED FLEXIBLE
COUPLING + SUPPORT
BRACKET FOR
SPRINKLER HEAD �
CEILING
PRINKLER PIPE
I-RECESSED SPRINKLER HEAD
SP�t1�IKLER HE�D FLEXIBLE SEIS�IIIC GO�NECT10�
SCALE:3" = 1'-0"
WIRE TYP.
COVER PLATE
POP-RIVET
COVER FREE TO MOVE ANY
DIRECTION THIS SIDE
CHANNEL MOLDING
FINISH JOINT TO MATCH CEILING GRID
SEISIVtiC SEPARA'�'10� JOI�T
SCALE:3" = 1'-0"
OBSTRUCTED REACH RANGE - PARALLEL APPROACH:
ALIGN TOP OF WALL BOXES
----- --- o � r--� � ---
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RECEIVED
CITY OF TUKWILA
����°� 17 �QQ�
Rev Date Issued
KCLS Southcenter
Library Expansion
TENANT SPACE 384
1386 Southcenter Mall
Tukwila, WA
Project No.
15021
SuildingWork ��c
architecture design preservation
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWork - These documents have
been prepared specifically for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
8569
REGISTERED
ARCHITECT
MATTHEW C. AALFS
STAiE OF WASHINGTON
' Issue
Date
Sheet Titie
Sheet
PERMIT SET I
osi� 7�20 � s i
TYP INTERIOR
DETAILS
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GLASS TYPES
1 SINGLE PANE
2 INSULATED
ALL GLASS WITHIN 18" OF FLOOR, ALL GLASS IN DOORS,
AND ALL GLASS WITHIN 3 FT OF A DOOR IN ANY POSITION
SHALL BE LABELED SAFETY GLASS.
WHERE FIRE RATED GLASS IS REQUIRED, LOCATIONS
REQUIRING SAFETY GLASS SHALL BE LABELED FOR BOTH
FIRE AND SAFETY.
DOOR TYPES
3'-0"
0
Z7�7:Z���:1���I�l��
SCALE:1/4" = 1'-0"
D40R SCHE[3ULE NOTES
1 ABBREVIATIONS: SEE COVER SHEET, G001
2 FAIL-SAFE LOCKS, EXTERIOR DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS.
3 DOORS WITHIN WINDOW SYSTEMS, REFER TO WINDOW SCHEDULES, SHEETS A402-A404.
18'-3 3/4"
,�_ 4'-8 1 /4"
23'-5 3/4"
4'-9 3/4" �
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RECEIVED
CITY OF TUKWILA
;��A°� 17 2Q ��
PERMIT CENTER
Rev Date Issued
KCLS Southcenter
Library E�pansion
TENANT SPACE 384
1386 Southcenter Mall
Tukwila, WA
Project No.
BuildingWork ��c
architecture design preservation
15021
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWork - These documents have
been prepared specificaily for the above
named project. They are not suitable for use
on other projects or in other locations without
the approval and participation of the Architect.
8569
REGISTERED
ARCHITECT
MATTHEW C. AALFS
STATE OFVI/ASHINGTON
Issue
Date
Sheet Title
Sheet
PERMIT SET
05/17/2016
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RECEIVED
CITY OF TUKWILA
� i��'� � 7 2Q�'�
PERMIT CENTER
Rev Date Issued
KCLS Southcenter
Library Expansion
TENANT SPACE 384
1386 Southcenter Mafl
Tukwila, WA
Project No.
BuildingWork ��c
architecture design preservation
3131 Western Ave, Suite 526
Seattle, WA 98121
O 2016 BuildingWork - These documents have
been prepared specifically for the above
named project. They are not suitable for use
on other projects or in other locations without
the approvai and participation of the Architect.
Issue PERMIT SET
� Date 05/17/2016
Sheet Title STRUCTURAL
DETAILS
Sheet