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Home My WebLink AboutPermit D13-0374 - ABERCROMBIE & FITCH - TENANT IMPROVEMENTABERCROMBIE & FITCH 661 S OUTH CENTER MALL D13-0374 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: 9202470010 DEVELOPMENT PERMIT Permit Number: 013-0374 Address: 661 SOUTHCENTER MALL Issue Date: 3/14/2014 Permit Expires On: 9/10/2014 Project Name: ABERCROMBIE & FITCH Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, CA, 92013 Contact Person: Name: MARY RYAN Address: PO BOX 3749, MISSION VIEJO, CA, 92690 Contractor: Name: MID AMERICA CONST & DESIGN LLC Address: 4408 S MAY AV , NORMAN, OK, 73072 License No: MIDAMAC881DA Lender: Name: TENANT FUNDED Address: Phone: (949) 582-3735 Phone: (405) 387-4235 Expiration Date: 3/4/2016 DESCRIPTION OF WORK: REPLACEMENT OF ENTIRE STOREFRONT WITH INCREASE IN HEIGHT OF STOREFRONT Project Valuation: $95,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Fees Collected: $2,413.91 Type of Construction: IIB Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: I hearby certify that I have read and e provisions of law and ordinances gover Date: 0141 IL/ ed this permit and know the same to be true and correct. All 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: Print Name: "t^ e i34,7?�d,q Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 2: 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. 2327). 3: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 4: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 5: 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 #2328) (IFC 104.2) 6: 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 #2328) 7: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 8: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 9: ***BUILDING PERMIT CONDITIONS*** • 10: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 11: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 12: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 13: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.T ukwi la ‘VA. v VA/11 QQO Building Permit No. p -0791L-1 Project No. Date Application Accepted:. 12.1 oltt3 { Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION / ,, King Co Assessor's Tax No.: L1/0 �L� 00 t 0 Site Address: CS-; (,�t/Ci-'Y/ /7'91 / Suite Number:- Floor: Tenant Name: iCJ e.A4/-/ /J g QL 7 7 New Tenant: El Yes PROPERTY OWNER • Name: Atel ^ p / Name: i% / /.�/LI- City: i_ f/D/1/ i// Stat/e: j4- Zii16? ' c6 /`'C(� Addres/sll: %%b� �9 C� k r4 rP ` U City- / State v� y �� Zip 94 CONTACT PERSON - person receiving all project • -. communication • Name: Atel ^ p Addres D �� ,%yf City: i_ f/D/1/ i// Stat/e: j4- Zii16? ' c6 /`'C(� Phone•--/'�,q7•6 ��9 EmaiI:44..dr_ yM614/f4fAi4eif - e,./A7 GENERAL CONTRACTOR INFORMATION - - Company Name: ' 7 D Company Name:, 1//, •D v J`[• C `LJr�4 �l J.SG Address: ‘�`t i / LP /Y / f /11 Address: g 9 7 b City: State: City: I /U State Zip: Zip: Phone: Fax: Phone: �� _/ C Fte9 0 / C Contr Reg No.: Exp Date: s-9 _ 6 s9_Feb � e Tukwila Business License No.: Email: H \ Applications \Forms -Applications On Line \2011 Applications \Permit Application Revised- 8-9-11.docx Revised: August 2011 bh 0 ARCHITECT OF RECORD Name: Company Name:, 1//, •D v J`[• C `LJr�4 �l J.SG Architect Name: �O r7,,C lL._-- ‘�`t i / LP /Y / f /11 Address: g 9 7 b Address: City: I /U State Zip: 0 b Phone: �� _/ C Fte9 0 / C Email: Phone ENGINEER OF RECORD Name: Company Name"'T'i 0,63 ,/ ,f� �? �l J.SG Engineer Name. ‘�`t i / LP /Y / f /11 /;l, Address: / i, V �j,.,67„ / ,J„LU .�Zip:4 �.�) City [�( State: C �1 l /.,/, /, Phone s-9 _ 6 s9_Feb � e Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: rf Atv\oknI.,��1 Address: City: State: Zip: Page 1 of 4 • B> »ILDi4C PERMIT INFORMATION - 206-431-3670 • • Valuation of Project (contractor's bid price): $ 751000 Existing Building Valuation: $ DA#re- Areff°— Describe the scope of work (please provide detailed information): `,,,.�,_ C�v`J'C/ � IF68 " " Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide AIC>.Building Areas in Square Footage,Below. PLANNING DIVISION: N /Ps. Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? 0 Yes Compact: Handicap: No If"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Er No If ''yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Perm) Application Revised- 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to ' Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I51 Floor 6° 'I) N lik ilk W IV I -V -0'1'i 2"d Floor '°6/ 3rd Floor fI Floors thru - of Basement fjr Accessory Structure" Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered. Deck PLANNING DIVISION: N /Ps. Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? 0 Yes Compact: Handicap: No If"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Er No If ''yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Perm) Application Revised- 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION. NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN OR AUTHORIZED AGENT: e: I G `��7 Signature: Dat Print Name: /41//ittitA4 Day Telephone: ZX • 3 Mailing Address: �' 6 " G. erA AV- fail( i-yei4-//e- 1 %J g/V a atC e Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $1,775.02 013-0374. Address: 661 SOUTHCENTER . MALL Apn: 9202470010 $1,775.02 DEVELOPMENT $1,775.02 PERMIT FEE R000.322.100.00.00 $1,460.25 PLAN CHECK FEE R000.345.830.00.00 $310.27 WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R1466 8640.237.114 $4.50 $1,775.02 Date Paid: Friday, March 14, 2014 Paid By: MID AMERICA CONSTRUCTION Pay Method: CHECK 3578 Printed: Friday, March 14, 2014 10:13 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila Receipt Number R382 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $638.89 D13-0374 Address: 661 SOUTHCENTER MALL Apn: 9202470010 $638.89 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R382 R000.345.830.00.00 $638.89 $638.89 $638.89 Date Paid: Friday, December 13, 2013 Paid By: FEINKNOPF MACIOCE SCHAPPA ARCH Pay Method: CHECK 1759 Printed: Friday, December 13, 2013 1:25 PM 1 of 1 c SYSTEMS 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 s-0371' Proigct:- - - - -, hriN v ,i • I- , Nok Type of Inspection: ,-- G I- kl 2,1 K.) (7. - - 1----; \ N.),Ati-- Address: co (e, l y\71 tt l k Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: • EApproved per applicable codes. Corrections required prior to approval. COMMENTS: Z apq rcNt-d. (pit C'e-n.ttigita /;71 L— inspe o Dat) El, SPECTION FEE REQU RED. Prior to next inspection, fee must be. at 6300 Southcenter Suite -100. Call to schedule reinspection. INSPECTION RECORD .1( 3 -.0.3'74Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206).431-2451 Project: /'!. /� . /� Q . T� 'g el"- L.-/ o 14 bl T Type ofIn`sppection: 1 �-2_, 46 . F J �- Address: ( (4 S — AA-� Date Called: . . Special Instructions:. Date Wanted: ( a.m. ... m. Requester: . Poo - 3�� ' OS 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: c„ptio( " . Datel- Insp clot: _ n REINSPECTION FEE REQUIRE : -Prior to next inspection..fee must be paid at 6300-Southcenter:Blvd.. Suite 100. Call to schedule reinspection. tiF INSPECTION RECORD. Retain a copy with permit INSPECTION NO. PERMIT NO. 441 CITY OF TUKWILA BUILDING DIVISION 6300 SouthcenterBlvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pr a (4bf&RL2enAse. �:ri ion -I( Type.of Inspection: l-- (R / at N] C' Address: _ (o. 1 Co‘o. c Ct 41: Date Called:- Special Instructions: Date Wanted: fa`m' Requester: Phone No: - Approved per applicable codes. Corrections required prior to approval. COMMENTS: spe` for Date: REINSPECTION FEE REQ)JIRED. Prior to next inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit I3 -o3 7`1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro' c � Koro 3E r 1 � e. Type of Inspection: r= � 0 (Li (. -- ' dress: C(o 1 S C Yvl Pt11 Date Called: L AZ l r -J C=. tr 2 &13-T- A %rWe Special Instructions: Date Wanted: /� S — 72--C= iq a. N.m. Requester: Pho a No: 397 442.—"VS Approved per applicable codes. tl Corrections required prior to approval. COMMENTS: ' ?ilA - - l 9c.i"/(4t1LrS`)4 .fie..." tr 2 &13-T- A %rWe %/ G, LA z I t.i c` 1j 01I e ms--) 1-tbA De: y SPECTION FEEREQIRED. P for to next inspection, fee must be p�{d at 6300 Southcenter Blvd., Sui a 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -03'7 1/4( PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 / Project: - 4L--- /4 Type of InspAction: Yar- Address: 6& / Suite #: 9i4/J(-j/ Contact Person: Special Instructions: kv Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: / - Fire Alarm: Hood & Duct: Monitor: Pre -Fire: kv Occupancy Type: L3c.s + o c - ``-.\ ( k‹___ C VQ r -A---1---\_„:4 Co d Q t---- F'N N07— OIC. Cv Qclc---7— • C F1,4 ---/- , Needs Shift Inspection: Sprinklers: / - Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector`:. .. Date: 3/07//--( Hrs:: % 0 / $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: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D1 -a37 ,/ //,�-67J PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: AL.,(,,,0,-1,,; ' -4--v(-- Type of Inspection: /./M ' 500'4 - Address: Suite #:.6/ 5CiWA // Contact Person: << Special Instructions: Phone No.: krApproved per applicable codes. Corrections required prior to approval. COMMENTS: 4/7 Pis 5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:;;'.; Inspector: Date: %23-/y Hrs.: /. 0 $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: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a,copy with permit a13-c37y 04/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pro' ct: - ber 6i,,^u,{' Type of Inspection: Sr 4)v...6 Address: ,(. Mq—UC._- Contact Person: Suite #: / Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Date: - 4.7/y Sprinklers: Fire Alarm: Hood & Duct: Monitor: ,\ Pre -Fire: Permits: Ocqupancy Type: Inspector: �e^ C Date: - 4.7/y 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: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 FILE COPY Structural Calculations For ABF Outlet - Southcenter Seattle, WA Prepared by: THORSON BAKER & Associates, Inc. 3030 W. Streetsboro Road Richfield, Ohio 44286 December 9, 2013 2013-0956 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 5 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA kixPittA 1/6111r DEC 13 2013 PERMIT CENTER IlTbs-projects120131201309561DocumentslConespondence Outgoingl_Departmentforms & le terslStructurail2013-0956_CCS001(calc cover sheet).do1:;;p c wowsb Table of Contents Design Criteria Storefront Design I1Tbs-pmjects1201312013-09561Documents\Correspondence Outgoingl_Departrnentforms & letterslSWctJra620130956_CCS001(catc cover sheet).doc DC1 SF1 1 e;. Project No: Project lorson .•Baker:+ Associates Project site: E N. G I N E' E R: S Copyright2010 I Client: Tenant: FMS A&F Slab on Grade Storefront Rooftop Unit Underhung Unit Rollin • Grille Column Su Tenant Fit -Out Design Criteria 2013-0956 Date: 31 -Oct -13 A&F Outlet - Southcenter Prepared B! PF Seattle, WA Principal: DLN *"Note: Enter Project Information On Design Criteria Tab Contact: George Pack Supported Floor Platform/Loft Porch Ceiling/Wails Seismic Bracing Floor Slab Infill ISG chitect echanical I: i NA Iectrical Company Name Contact Company Name Contact Company Name George Pack Contact Name Lm= Date: Fax Website Confirmation Sent d/codesrules/chan • estocode/Buildin uilding her 2012 Seattle Building Code ID IBC ■ OBC u Yes NA Due Date Comments Prelimina uu� re-Desi•n Site Observation U onstruction Documents i.0 11/1/13 •ecifications�7- Construction Phase Site Observ. ■ . chitect echanical I: i NA Iectrical Company Name Contact Company Name Contact Company Name George Pack Contact Name Lm= Date: Fax Website Confirmation Sent d/codesrules/chan • estocode/Buildin uilding her 2012 Seattle Building Code ID IBC ■ OBC u 1 73 Project No: Project orsorl.t Baker ';Assodates Project Site: Tenant Fit -Out Design Criteria 2013-0956 Date: 31 -Oct -13 A&F Outlet - Southcenter Prepared B! PF Seattle, WA Principal: DLN fisting Building Drawings .. _. - ■ ,, Steel Joist Floor NA N. ite Survey L 11 NA Post Tensioned Concrete Floor (**) * rototype Drawings LJ LI oundations (for Exterior Storefronts) NA Go -By Drawings 11 U NA tructural Slab on Grade Can storefront soffit be underhung (gravity) from existing structure? ■ Yes (*) If concrete floor verify to make sure that floor is not post tensioned (**) If post tensioned floor, discuss with Principal before proceeding p No an Storefront soffit be braced laterally to the existing structure? 1 Yes • No s welding to existing structure allowed? ' Yes • No Any requried height clearance? Any expansion joints in existing structure within tenant space? oof NA Steel Joist Floor NA omposite Steel Floor NA oncrete Floor(*) NA Post Tensioned Concrete Floor (**) NA lab on Grade NA oundations (for Exterior Storefronts) NA earing Capactiy NA Frost Depth NA tructural Slab on Grade NA eep Foundations NA (*) If concrete floor verify to make sure that floor is not post tensioned (**) If post tensioned floor, discuss with Principal before proceeding 1 1 1 1 1 1 1 1 1 Project No: Project: Orson..=Baker +::Associates Project Site: Tenant Fit -Out Design Criteria 2013-0956 A&F Outlet - Southcenter Date: 31 -Oct -13 Prepared B! PF hc3 -.Iatform/Loft Seattle. WA Principal: DLN NA NA Live Load Reduction Yes ■ No ind Speed NA Importance Factor NA posure NA cceleration Coefficients (S3, S mportance Factor eismic Occupancy Category Seismic Site Class eismic Design Category (*) 1.427, 0.489 1 I I D (presumed) ateral Resistance System D NA (*) Provide to Architect immediately for their use in determining interior bracing requirements ain on Snow Load NA inimum per Building Official NA Inas uesign rtoott_oa NA 1 1 1 1 1 1 1 1 Project No: Project Orson; Baker +;Associates Project Site: Tenant Fit -Out Design Criteria 2013-0956 A&F Outlet - Southcenter Date: 31 -Oct -13 Prepared B! PF Seattle, WA Principal: DLN Octi uIl General Notes: Sheet Spec General Notes: Tenant Fit -Out D 2/1/2010 Tenant Fit -Out Preliminary General Coordination General Notes FND-Spread footings El 2/1/2010 4/7/2011 2/1/2010 2/1/2010 2/1/2010 1 1 1 1 1 1 1 1 1 1 1 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.459 Longitude = -122.26 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) e °1.427 (tSs Site Class 1 ge 0r4}89 ( Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.459 Longitude = -122.26 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 1.427 (SMs, Site Class D) 1.0 0.738 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.459 Longitude = -122.26 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Clas D Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) Cx,--2: ` 951 ,(SDs; -..,s Class' D) _ - 1� 0 03492 (§D31 tte Classw D) 561SM tc, Oest614 o gtZfsvrnew 0c+, Latitude and Longitude of a Point COOgTC;iul s, 13;3, pit Lirj G r - o -,ylk� 1 • Clair I ieset�.i g er ove LastBlue-141�, er. y�„RCUiMaI l�Br�l Get the Latitude and Longitude of a Point When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: Longitude: 47.459076 - 122.261313 Latitude: Longitude: Degrees Minutes Seconds 47 - 122 27 15 32.6736 40.7268 Show Point from Latitude and Longitude Use This it you know the latitude and longitude coordinates of a point and want to see where on the map the point is. Use: + for N Lat or E Long - for S Lat or WLong. Example: +40.689060 -74.044636 Note: Your entry should not have any embedded spaces. Decimal Deg. Latitude: Decimal Deg. Longitude: sStiowPamt# Example: +34 40 80.12 for 34N 40' 50.12 Degrees Minutes Seconds Latitude: Longitude: Project No: Project: Project Site: 2013-0956 A&F Outlet Seattle, WA Sheet No: Date: Designer: SF -1 12/6/2013 MCG Storefront Box Beam Gravity Load Stress and Deflection Check Load Determination: Lineal Unit Stud Beam Footage (FT) Weight (PSF) Spacing (IN) Loading (PLF) Studs 2 16 21 Gyp Board Plywood Lights Storefront/Louver •,- Misc (A) Deflection Limits: Beam Length = Allowable A = 3 6 3 30 3 5 10 0 L/'4001:04.Miehgd'A IN FT 0.63 IN Sjr.Rafed 1x.Rq7d 0.6 *,F Y Swe 3 84Eii Try (2): Sx,EACH STUD lx, EACH STUD Sx,(2) STUDS = Ix, (2) STUDS KSI KSI 46.3 K*IN 1.5 IN3 16.8 IN4 IN. DEEP x IN3 N4 3.44 IN3 19.92 IN4 Total = 70 PLF a GA Studs 1.54 1N3 16.77 IN4 71AP 1" - Cr , Project No: Project: Project Site: 2013-0956 A&F Outlet Seattle, WA Sheet No: Date: Designer: Sr- Z 12/6/2013 MCG Storefront Box Beam Lateral Load Stress and Deflection Check Interior Wind Load = PSF Tributary Area j FT (max) -1/2 to each storefront box beam Beam Loading* = 35 PLF Seismic Loading = 10.65 PLF (See attached Calculations) Brace Spacingw FT Allowable A = 0.63 IN (Same as Gravity Load Deflection Limits) *Interior Wind Pressure Governs over Seimic S q►.a Ir.R,eq'd Fy = MMAX MMAX O.6*Fy _ SwL4 384Ed Try (2) Sx,EACH STUD Ix, EACH STUD KSI 0.8 K*IN 0.04 IN3 0.01 IN4 IN. DEEP x 1113 4 Sx,(2) STUDS = Ix, (2) STUDS = 0.64 IN3 1.32 IN4 > GA Tracks 0.04 1N3 0.01 1N4 1 IThorson, Baker + Associates CONSULTING ENGINEERS T3k Project No: .7,013— 0 -1 i Sheet No• ( 3 Date* 124 Project: K f Project Site: eV 1 ..01 1 STD - r ismis . CSV s g1/6 1 1 Fr - 1 1 1 1 1 1 1 1 1 1 1 1 130% - z` %G 174/F et,ss Ss z (,43 ; :Sas 5t"= o,'I 69 i _s„ t v- o, 412121, vig or 0 .. • Prepared By: TYVG 0• `1 U' 17r1tr City of Tukwila Department of Community Development PLAN REVIEW RESPONSE Date: Jan 20,2014 Subject: Abercrombie & Fitch Storefront Replacement Project Address: 661 Southcenter Mall Application #: D13-0374 Architectural Comments: RECEIVED CITY OF TUKWILA JAN 2 4 2014 PERMIT CENTER • Please provide documentation to show compliance with the following IBC code sections. 402.6.1 Interior Finish: Interior wall and ceiling finishes within the mall of a covered mall building and within 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 the requirements of Section 804. RESPONSE: Please review the attached revised documents regarding the wood finish board material, wood trim and base materials specified for application to the storefront. We have removed all notation indicating the use of 3/4" M.D.F. board as this material does not comply with the required Class B index according to Chapter 8. To further comply we have added notation indicating that all wood finishes, including wood finish board material, wood trim and base material is to have a minimum flame spread index of Class B, and documentation shall be provided to verify compliance prior to installation. 2. What is the new sign made of? If it is plastic, please provide documentation to show compliance with section 402.6.4. RESPONSE: The new sign to be installed on the storefront shall be manufactured from Aluminum. Signage shop drawings shall be submitted for approval by the signage installation contractor. 3. Fire retardant treated lumber is allowed in type II construction but only within wall assemblies. It should not be exposed to the inside of concealed spaced or plenums. Please modify details where applicable. RESPONSE: Please refer to the revised drawings. All locations where F.R.T. lumber is to be utilized have been separated from interior concealed spaces and plenums by gypsum wall board. All indications of F.R.T. blocking have been modified to state Non- combustible blocking. A boxed note supporting this change has been indicated on all Page 1 of 2 • storefront sheets as well as the cover sheet. I hope this response letter and attached supporting drawings will satisfy your concerns and will allow for permit approval. Please feel free to contact me directly if you have any additional concerns or comments to address. Sincerely, liei— eor: :ck LEED AP 614-54 -3503 David A Youse Architect 995 West 3rd Ave. Columbus, OH 43212 Page 2 of 2 \D City of Tukwila Department of Community Development December 27, 2013 MARY RYAN PO BOX 3749 MISSION VIEJO, CA 92690 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D13-0374 ABERCROMBIE & FITCH — 661 Southcenter Mall Dear MARY RYAN, Jim Haggerton, Mayor Jack Pace, Director 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: Dave Larson at 206-431-3678 if you have questions regarding these comments. • 1. Please provide documentation to show compliance with the following IBC code section. 402.6.1 Interior finish. Interior wall and ceiling finishes within the mall of a covered 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 the requirements of Section 804. 2. What is the new sign made of? If it is plastic, please provide documentation to show compliance with section 402.6.4. 3. Fire retardant treated lumber is allowed in type II construction but only within wall assemblies. It should not be exposed to the inside of concealed spaces or plenums. Please modify details where applicable. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D13-0374 L21111 0.....L.... 411111 T..1....: L. 111 ,,l :._..s..._ 110100 - UL..._.. ')114 421 24711 — r....' I 421 244C •PERMIT COORD COPY 40 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-0374 DATE: 01/24/2014 PROJECT NAME: SITE ADDRESS: 281 SOUTHCENTER MALL ABERCROMBIE & FITCH Original Plan Submittal X Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: �-� htiVC 1'31-1`i Building Division 111 Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 01/28/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) DUE DATE: 02/25/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire D Ping ❑ PW ❑ Staff Initials: 12/18/2013 ' 111)PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-0374 DATE: 12/13/13 PROJECT NAME: ABERCROMBIE & FITCH SITE ADDRESS: 661 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPA' MEN , S: Wo) -S-13 Building Division ub is Works II At& U:3,-() ire Prevention Structural bIrtil NV- 124111 Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/17/13 Complete Xf Incomplete Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/14/14 Approved U Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit CenterUse Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ( Fire 0 Ping ❑ PW 0 Staff Initials: AAL r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Pak. 206-431-3665 Web site: http://www.ci.tukwila.wa:us personwill not be accepted through 1! Revision subn:itta/s;ntust be submitted in at the Permit .Center. Revisions the Maul, fax, .etc. Date:: 1120 I ZO l y Plan Check/Permit Number: D13'374 Response to Incomplete Letter # El Response to Correction Letter #" pECEivEo 'Inv nr TuKWiLA ❑ Revision # after Permit is Issued JAN 2 4 2014 ❑ Revision requested by a City Building Inspector or Plans Examiner Project, Name: Abercrombie & Fitch Project Address: 281 Southcenter Mall Contact Person: Geoeic PucIC Summary ofRevision: Revpseei Der.41kS 10 mMply 44( IBC 5eC41ovi VO'(. Rea Kea dai wic s 4o Remove _ tit od- FIZT woad bloektvq PERMIT CENTER Phone Number: (0/q% - 5y S - 3503 SheetNumbcr(s): 1141 Shea+,A s.i ,,kS.Z /A8.3 ASA "Cloud" or highlight all areas of revision including date of revision, Received at the City of Tukwila Permit Centei-by: . Entered in Permits Plus on \applications\forms-applications on Zine\revision submittal Created: 8-13-2004 Revised: Mid America Const & Design LLC • 0 Washington State Department of Labor & Industries • Page 1 of 2 Mid America Const & Design LLC Owner or tradesperson Seabourn, Michael Benjamin Principals Seabourn, Michael Benjamin Incorp Services Inc Doing business as Mid America Const & Design LLC WA UBI No. 603 183 360 4408 S May Avenue NORMAN, OK73072 405-387-4235 Business type Limited Liability Company Governing persons MICHAELBENJAMINSEABOURN License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. MIDAMAC881 DA Effective — expiration 03/04/2012 — 03/04/2016 Bond RLI Ins Co Bond account no. LSM0348618 $12,000.00 Received by L&I Effective date 03/01/2012 02/27/2012 Insurance First Mercury Ins Co Policy no. TXCGL000002006701 $1,000,000.00 Received by L&I Effective date 11/22/2013 11/02/2013 Expiration date 11/02/2014 Savings No savings accounts during the previous 6 year period. 0\41A haps ://secure.lni.wa.Rov/verify/Detail.aspx?UBI=603183360&LIC=MIDAMAC881 DA&SAW= 03/14/2014 REPLACEMENT OF ENTIRE STOREFRONT - INCREASE IN HEIGHT OF STOREFRONT PER LANDLORD DIRECTION. NO CHANGES TO INTERIOR, OCCUPANT LOAD OR EGRESS. ALL EXTERIOR WOOD FINISHES INCLUDING TRIM, BASE AND FINISH BOARDS SHALL MEET CLASS B FLAME SPREAD REQUIREMENTS. G.C. SHALL SUBMIT DOCUMENTATION OF SELECTED MATERIAL VERIFYING COMPLIANCE PRIOR TO PURCHASE AND INSTALLATION. ALL BLOCKING EXPOSED TO THE INSIDE OF CONCEALED SPACES OR PLENUMS SHALL BE NON COMBUSTIBLE. EST. 1892 • ercrom � ie NEW YORK SEPARATE PERMIT REQUIRED FOR: e hank :at tlectricaf erPlumbing as Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. M.17 2: Revisions will require a new plan submittal aid may include additional plan review fees. MALL LOCATION MAP MALL KEY PLAN CODE SYNOPSIS/ PROJECT DATA DOOR SCHEDULE BARRICADE DOORS (WOOD) 3'-0" x 7'-0" x 1 3/4" HOLLOW FRAME WOOD DOOR, NO FRAME. UNFINISHED DOORS AND HARDWARE, NO DOOR FRAME. MOUNT DOOR FLUSH WITH BARRICADE GYPSUM BOARD. INSTALL BARRICADE WALL BASE AND GRAPHICS TO MALL SIDE: 1) THREE (3) STANLEY HINGES, #FBB-179 NRP, 4 1/2" x 4 1/2" 26D, FIELD MORTISE. 2) ONE (1) DEADBOLT SINGLE CYLINDER LOCK. STOREFRONT ENTRY DOOR (1 PAIR WOOD) PAIR OF WOOD AND GLASS DOORS WITH WOOD FRAME (REFER TO STOREFRONT DETAILS) DEADBOLT LATCH LEVER HANDLE ©40" A.F.F. TYP. OPERABLE FROM INSIDE W/O USE OF KEY. MALL SIDE ELEVATION HARDWARE PROVIDED PER PAIR OF DOORS: 1) HINGE - CONTINUOUS PIANO HINGE SURFACE MOUNTED ON EACH DOOR PANEL IN TWO PIECES; "McMASTER-CARR" PART #15665A585 OR EQUAL W/ BLACK SATIN FINISH; COUNTERSUNK PRE -DRILLED MOUNTING HOLES 2 1/2" O.C.; FIELD INSTALL DOOR TO JAMB, SURFACE MOUNTING DOOR'S HINGE TO JAMB/STOP. DOOR HAS 5" OPEN WIDTH. COLOR MATCH FINISHED SCREWS PROVIDED. 2) CLOSER - TWO (2) LCN DOOR CLOSERS #3131-3071-3038H W/ BLACK SATIN FINISH, ONE (1) LEFT HANDED AND ONE (1) RIGHT HANDED, PARALLEL MOUNTED; FIELD INSTALL ON INSIDE OF DOORS. 3) DEADBOLT ONE (1) SCHLAGE L460 MORTISE DEADBOLD SINGLE CYLINDER #316M01A5D W/ US10B FINISH; LOCK CYLINDER PRE-INSTALLED IN RIGHT DOOR; FIELD MORTISE STRIKE PLATE IN LEFT DOOR. 4) FLUSH BOLTS - TWO (2) ROCKFORD #555 W/ US10B FINISH MANUAL & COMBO FLUSH BOLT PRE-INSTALLED IN INACTIVE LEAF. 5) FLOOR STRIKE PLATE - ONE (1) ROCKWOOD #572 US26D WITH MOUNTING FLANGE PLATE; FIELD INSTALL UNDER LEFT DOOR TO ALIGN WITH FLUSH BOLT. 6) LOCK CORE - ONE (1) U -CHANGE CYLINDER #316M01AD2 US26D 7) LOCK KEY - ONE (1) U -CHANGE FACTORY KEY #K201000000 8) DOOR STOP - TWO (2) IVES #FS450 HEAVY DUTY HOLDER WITH RUBBER BUTTON; FINISH: OIL RUBBED BRONZE B10B; SET INCLUDES STOP, HOOK, MTG. PLATE & SCREWS. 9) DOOR PULL - TWO (2) 1 1/2"0 CUSTOM WOOD DOOR PULL. 10) THRESHOLD SWEEP - ONE (1) PEMKO #5061 AP 1/4" x 1/4" DOOR SWEEP PER DOOR. INSTALL, ONLY WHEN REQUIRED BY CODE, INTERIOR SIGNAGE OVER THE TOP OF THE DOORS STATING: 'DOORS MUST REMAIN IN FULL OPEN POSITION DURING STORE HOURS WHEN OCCUPIED BY THE GENERAL PUBLIC. DOORS SHALL BE OPENABLE FROM THE STORE SIDE WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT WHEN SPACE IS OCCUPIED'. Abercrombie & Fitch SPACE #E-556 LEVEL 1 OF 1 NORDSTROM MACYS MERVYNS SEARS JCPENNEY 1 1/2" WOOL LEATHER WR DEADBOLT STOREFRONT DETAILS r APPEDOOR impI C CEILING B SEE STOREFRONT lw_ STOREFRONT ENTRY DOOR Abercrombie & Fitch STOREFRONT DOOR ELEVATION z 0 C) N >- Lai ITEM RESPONSIBILITY SCHEDULE - GENERAL TRADES 0 Z Q a. a 0 STORE TYPE: LOCATION: LEVEL: ABERCROMBIE & FITCH SOUTHCENTER MALL 1 OF 1 BUILDING OCCUPANCY USE GROUP: CONSTRUCTION CLASSIFICATION: APPLICABLE CODES: BUILDING: ACCESSIBILITY REQUIREMENTS: CH.11 2012 IBC ICC/ANSI A117.1 - 2003 OCCUPANT LOAD SALES: 8,495 / 30 = 283 NON -SALES: 2,230 / 300 = 8 TOTAL: 291 M-MERCHANTILE 2B SPRINKLERED 2012 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE ADMENDMENTS MINIMUM PLUMBING FIXTURES (NONE TO BE INSTALLED IN REMIT SPACE) WATER CLOSETS: 1 EXISTING FOR EACH SEX LAVATORIES: 1 EXISTING FOR EACH SEX URINALS: NOT REQUIRED DRINKING FOUNTAINS: (1) EXISTING MOP/SERVICE SINK: (1) EXISTING UNISEX LAVATORY: N/A FIRE PROTECTION: DEMISING WALL - 1 HOUR SALES / NON -SALES WALL - 0 HOUR COLUMNS - NOT RATED CEILINGS - 0 HOUR SERVICE CORRIDOR WALL - 1 HOUR SERVICE CORRIDOR DOOR - 1 HOUR SPRINKLERED: AN APPROVED AUTOMATIC SPRINKLER SYSTEM CURRENTLY EXISTS SMOKE EVACUATION SYSTEM: N/A EGRESS REQUIREMENTS: (2) EXITS REQUIRED - (2) EXITS PROVIDED TRAVEL DISTANCE: 200' MAX. NOTE: AN AUTOMATIC FIRE SPRINKLER PROTECTION SYSTEM IS EXISTING WITHIN THE SPACE. NO MODIFICATIONS TO THE SPRINKLER OR FIRE ALARM SYSTEM ARE REQUIRED FI E COPY Permit No. 0319 Plan review approval is subject to errors and omissions. of construction documents does not auth«craze tf s : B`ac'on of any adopted code or ordinance. Receipt t L.pproved Field Copy and u ' is wledged: 1 1 TIS r3(. iq-/ (_ CityMibkwila ILDING DIVISION STOKE #A10620 SOUTHCE\TER \4ALL SPACE #556 661 SCUTHCE\TH MALL TU<WILA, WASHI\GTO\ 98188 INDEX OF DRAWINGS TENANT ABERCROMBIE & FITCH 6301 FITCH PATH NEW ALBANY, OHIO 43054 (614) 283-6500 TENANT'S REPRESENTATIVES DESIGNER KYLE SWEENEY #(614)765-4940 CONSTRUCTION MANAGER T.B.D. # (614) XXX-XXXX PURCHASING HOTLINE #(614)283-7111 DEVELOPER WESTFIELD, LLC 2049 CENTURY PARK EAST 41ST FLOOR CENTURY CITY, CA 90067 PHONE: (310) 478-4456 FAX: (310) 478-0957 TENANT COORDINATOR WAYNE JOHNSON PHONE: (206) 714-3485 CONSULTANTS ARCHITECT OF RECORD DAVID A. YOUSE, ARCHITECT 995 W. 3RD AVENUE COLUMBUS, OHIO 43212 PHONE: (614) 297-1020 FAX: (614) 291-1020 PROJECT MANAGER: FMS/GEORGE PACK ENGINEER OF RECORD THORSON BAKER & ASSOCIATES INC. 3030 W. STREETSBORO RD. RICHFIELD, OHIO 44286 PHONE: (330) 659-6688 FAX: (330) 659-6675 STRUCTURAL: PATRICIA FELLENSTEIN 1 CONSTRUCTION BARRICADE 2 BARRICADE GRAPHICS 3 DEMOLITION WORK INCL. REMOVAL AND DISPOSAL 4 STOREFRONT SYSTEMS A WOOD STOREFRONT & FINISHED ASSY. COMPONENTS B STOREFRONT DOORS AND HARDWARE C METAL STOREFRONT 0 D STOREFRONT FRAMING AND BLOCKING E STOREFRONT STAINLESS STEEL BASE 0 F STOREFRONT GLASS AND GASKETING 0 G M.D.F. BOARD 0 H SIGNAGE - INTERIOR AND EXTERIOR 1 STOREFRONT LOUVERS 0 J MATCH MALL FLOORING K PAINT, CAULK, GROUT L WOOD CASEWORK AND TRIM 0 M V -GROOVE PANELING & BEAD BOARD THIS RESPONSIBILITY SCHEDULE TAKES PRECEDENT OVER ALL DRAWING NOTES AND COMMENTS REGARDING RESPONSIBILITY. A1.1 A1.2 A2.1 O A8.1 O A8.2 A\ A8.3 A A9.1 Al2.2 TITLE SHEET PHASE 1 DEMO / BARRICADE DETAILS PHASE 2 DEMO / BARRICADE DETAILS LIGHTING / CEILING FINISH PLANS STOREFRONT ELEVATION, STOREFRONT PLAN STOREFRONT SECTIONS STOREFRONT SECTION AND ENLARGED DETAILS STOREFRONT COMPONENTS TRIM PROFILES S1.1 STRUCTURAL SPECIFICATIONS S2.1 STRUCTURAL STOREFRONT FRAMING PLAN S2.2 TYPICAL STRUCTURAL DETAILS REVIEWED FOR CODE =NUANCE APPROVED FEB 05 2014 City dill + y BUILDING D AREA CALCULATIONS SYMBOL LEGEND KEY TO ABBREVIATIONS ACCESSIBILITY COMPLIANCE REQUIREMENTS DRAWING WEBSITE ACCESS PLAN DETAIL PLAN SECTION SECTION DETAIL FLOORING CODED NOTE DOOR IDENTIFICATION NORTH DESIGNATION ROOM ROOM # W WALLS C CEILING B BASE T TRIM F FLOOR CB CABINETS SQ. FOOTAGE A.F.F. ABOVE FINISH FLOOR ALUM. ALUMINUM BD. BOARD CLG. CEILING ? CENTERLINE CONC. CONCRETE CONSTR. CONSTRUCTION C.M. DIM. EA. E.C. EQ. E F.D. F.R.T. F.R.P. G.C. G.W.B. GYP. H.C. L.L. L.D. L/L M.D.F. MIN. N.I.C. SIM. TYP. U.N.O. V.I.F. W/ CONSTRUCTION MANAGER DIMENSION EACH ELECTRICAL CONTRACTOR EQUAL EXISTING FIELD DETERMINED FIRE RETARDANT TREATED FIBERGLASS REINFORCED PANEL GENERAL CONTRACTOR GYPSUM WALL BOARD GYPSUM HANDICAPPED LEASE LINE LANDLORD DIRECTIVE LANDLORD MEDIUM DENSITY FIBERBOARD MINIMUM NOT IN CONTRACT SIMILAR TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD WITH 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED AND BE VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 2. ALL REQUIRED DOORWAYS SHALL BE 3'-0" x 6'-8" (MINIMUM). 3. HAND ACTIVATED DOORS SHALL BE OPERABLE WITH SINGLE EFFORT TYPE HARDWARE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 4. EACH SIDE OF AN ENTRANCE SHALL BE LEVEL WITH AN AREA IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60" AND A LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 5. THRESHOLD AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLD AND FLOOR LEVEL CHANGES BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 6. MAX. EFFORT TO OPERATE INTERIOR DOORS SHALL NOT EXCEED 5 LBS. WHEN FIRE DOORS ARE REQUIRED MAX. EFFORT MAY BE INCREASED TO MINIMUM RATING OF FIRE CODE. 7. CENTER OF GRIP OF OPERATING HANDLE OR SWITCHES SHALL BE NOT LESS THAN 3'-0" NOR MORE THAN 4'-0 ABOVE THE FLOOR OR WORKING PLATFORM. 8. WATER CLOSET FLUSH VALVE SHALL BE LOCATED ON THE WIDE SIDE OF TOILET THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE 5 LBS. 9. LAVATORIES ADJACENT TO WALL SHALL BE CENTERED 18" MIN. FROM SIDEWALL WITH RIM OF SINK NO HIGHER THAN 34" FROM FINISH FLOOR. 10. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WITH ONE HAND) SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND AN OPERATING FORCE NOT EXCEEDING 5 LBS. 11. SELF-CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SECONDS. 12. HOT WATER PIPES UNDER LAVATORY SHALL BE INSULATED PER PLUMBING SPECIFICATIONS. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY. UPDATED ELECTRONIC FILES FOR THIS PROJECT CAN BE VIEWED OR DOWNLOADED FROM THE DIGITAL PLANROOM AT www.franklinimaging.com. VENDORS AND CONTRACTORS CAN CALL FRANKLIN IMAGING TO SET UP USER NAME AND PASSWORD (614) 885-6894. SCOPE OF PROJECT FINISH SCHEDULE PAINT P-2 P-5 P-9 P-14 WHITE HIGH GLOSS - BENJAMIN MOORE, READY MIX IMPERVO ALKYD #133-01 (OIL) WHITE FLAT - BENJAMIN MOORE REGAL WALL SATIN #215-01 "DECORATOR" (LATEX) GREY EGGSHELL - BENJAMIN MOORE, REGAL AQUAVELVET #319, COLOR #2111-50 "STONE HARBOR" (LATEX) GREY SEMI -GLOSS - BENJAMIN MOORE, REGAL AQUAGLO #333, COLOR #2111-50 "STONE HARBOR" (LATEX) SPECIAL FINISHES V -GROOVE SHEET - 4 3/4" WIDE O.C. UNFINISHED PRIMED WOOD PANEL (47 1/2"x I 120"x 1/2" THICK). FLOOR COVERINGS SF -1 FC -1 FC -2 I POLISHED / STAINED CONCRETE - CONCRETE FINISHING AND SCORING WOOD FLOORING - 3"W x 1/2"TH x RANDOM LENGTH, PRE-ENGINEERED AND PRE -FINISHED WALL BASE WOOD BASE BASEBOARD THROUGH -OUT SALES AREA AS SPECIFIED IN CONSTRUCTION DETAILS, PAINT P-2. VB -2 I VINYL BASE (BLACK) - 4" HIGH COVE BASE, JOHNSONITE #CB -40. EXISTING GROSS AREA - 10,487 SQ.FT. EXISTING SALES AREA - 8,257 SQ.FT. EXISTING NON -SALES AREA - 2,230 SQ.FT. EX. LINEAR FEET OF STOREFRONT - 59'-8" NEW GROSS AREA - 10,725 SQ.FT. NEW SALES AREA - 8,495 SQ.FT. NEW NON -SALES AREA - 2,230 SQ.FT. NEW LINEAR FEET OF STOREFRONT - 59'-8" ISSUE DATES LANDLORD DATE: RECEIVED 11-01-2013 CITY OF TUKWILA BID DATE: JAN 2 42014 12-09-2013 PERMIT DATE: PERMIT CENTER 11-15-2013 REVISIONS INDICATES REVISION TO SHEET ON DRAWING INDEX REV. NO. DATE COMMENTS 01-20-14 PER LANDLOARD / BUILDING DEPT. REVIEW 10R RECTION LTR# REVISION DIRECTIVE KEY L.D. - LANDLORD DIRECTIVE B.D. - BUILDING DEPT. DIRECTIVE T.D. - TENANT DIRECTIVE G.C. - CONTRACTOR DIRECTIVE TITLE SHEET MASTER SHEET UPDATED 8/28/09 SHADED AREA NOT IN CONTRACT NO WORK TO BE PERFORMED ON FIRST FLOOR • • • • • • • • ri.IN$TALATIOWoE.-.••••••••••••••••••••••:. CONSTRUCTI OR:BARRI CAD.E. .ct.:FARANus2.172.•ta.NT...••••••••••••• ,LorsicovR5E...• •••••••••••••• -•-••••••••••• . • ..•...•...•...•... PHASE 1 EXISTING CONDITIONS - LOCATION OF WORK EXISTING DEMISING WALL CONSTRUCTION EXISTING NEUTRAL PIER EXISTING ADJACENT TENANT STOREFRONT. VERIFY CONDITION IN FIELD -t STORE TO REMAIN OPEN FOR BUSINESS DURING NORMAL BUSINESS HOURS. G.C. TO INSTALL A CONSTRUCTION BARRICADE ON MALL CONCOURSE SIDE PER MALL REQUIREMENTS. COORDINATE WITH MALL OPERATIONS. MAINTAIN CODE MINIMUM REQUIRED CLEARANCES TO OBSTRUCTIONS WITHIN THE MALL CONCOURSE. VERIFY CONDITIONS IN THE FIELD PRIOR TO INSTALL /7 \ \I /7‘._ // --\ \\ \ 2_r ///1 // 1 /2/\ // /\ /2/.-.\\ 2 i— // /( )\ / I 1 /( )\ / \\ / \ \// J .</•\> </ I ILL 11 /EXISTING ADJACENT TENANT STOREFRONT. .:,•;:.::::1:1:::::1:::::•4';::' VERIFY CONDITION IN FIELD EXISTING NEUTRAL PIER LOCATION OF EXISTING MALL BULKHEAD. PHASE 1 DEMOLITION PLAN SCALE: 1/2" = DEMOLITION CODED NOTES G.C. TO PATCI-1 AND REPAIR ANY DAMAGE AFTER BARRICADE REMOVAL. NEW FLOOR TO CEILING CONSTRUCTION BARRICADE CONSISTING OF 5/6" G. W .5. ON 3 5/6" METAL STUDS @ 24" O.C. MAX. AT DI M ENS I ONS SPECIFIED. REMOVE AFTER CONSTRUCTION 15 COMPLETE EXTEND TEMPORARY BARRICADE INTO EXISTING WALL CABINET. PATCI-1 AND REPAIR AFTER BARRICADE REMOVAL LOCATION OF EXISTING EXIT SIGN. G.C. TO COORDINATE WITH FIRE MARSHAL TO DETERMINE IF RELOCATION OF THE EXIT SIGN W I LL BE REQUIRED DURING CONSTRUCTION, OR IF TEMPORARY NON- I LLUM I NATED EXIT SIGNAGE CAN BE INSTALLED ON THE CONSTRUCTION BARRICADE LOCATION OF TEMPORARY EXIT SIGNAGE ( IF REQUIRED) 35(71 1,400D DOOR w/ PASSAGE LOCKSET (SATIN FIN I SH ) PAINT DOOR P FOR INTERIOR BARRICADE. PAINT P-14 FOR EXTERIOR BARRICADE. G.C. TO REMOVE FINISHES ON EXISTING STOREFRONT WALLS DOWN TO METAL STUD FRAMEWORK AS INDICATED FOR EXTENSION OF STOREFRONT. REFER TO A8.1 FOR EXTENT OF NEW WORK G.C. TO REMOVE EXISTING WINDOW TRACK L IGI-ITI NG AND HEADS FOR RELOCATION. REFER TO A8.1 FOR NEW LOCATION G.C. TO REMOVE EXISTING STOREFRONT WINDOWS. STOREFRONT ABOVE W I NDOWS TO BE REMOVED. G.C. TO REMOVE STOREFRONT DOORS. G.C. TO RELOCATE (1) SET OF DOORS AND REINSTALL AS INDICATED PER PLAN FOR TEMPORARY ENTRANCE DURING PI-IASE 1 CONSTRUCTION. G.C. TO REMOVE EXISTING RECESSED CAN LIGHTING FOR RELOCATION. REFER TO A6.1 FOR NEW LOCATION G.C. TO REMOVE EXISTING STOREFRONT ENTRY CEILING TRIM AND GYP. BD. TO FRAMING. REFER TO STOREFRONT SECTIONS FOR ADDITIONAL INFORMATION G.C. TO REMOVE EXISTING WINDOWS FOR INSTALLATION OF RELOCATED STOREFRONT DOORS AS REMPORARY ENTRANCE DURING PHASE 1 CONSTRUCTION. G.G. TO CONSTRUCT A TEMPORARY WALL BETWEEN W I NDOW MULLIONS. FRAME FOR INSTALLATION OF TEMPORARY ENTRANCE DOORS. MALL CONCOURSE LA- cO VIEWED FOR COMPLIANCE APPROVED FEB 05 201k r rl r VV•WW•WVVVV•'•''•'•'•'•'•'11W•W WIN Vr•WW.•'•'•'•'•'114.W IFV•'•'•'•'•'•'•'•'•'•'•'•'.' In I • bi343 3711 rof Tukwila ING DIVISION 81-5 1/4" LEFT SIDE 43'-8 3/4' FRONT SIDE 7'-10 1/2" RIGHT SIDE RECEIVED CITY OF TUKWILA DEC 1 3 2013 PERMIT CENTER c IL 6 E<IS ING NEUTRAL PIER AIN\ IMAGE WRAPS AROUND SIDE OF BARRICADE. 3/4" PLYWOOD WITH NON-ABBRASIVE 1/4"t CUSHION BACKING (I.E. STYROFOAM, CARPET, CARPET PADDING, ETC.) TO PROTECT EXISTING WOOD FLOORING 3'x7' 14.C. WOOD DOUBLE DOORS PAINTED P-14 W PASSAGE LOCKSET HANDLES W SATIN FINISH. —1 V5-2 PHASE 1 CONSTRUCTION BARRICADE ELEVATION (MALL SIDE) SCALE: 1/2" = 1 EXISTING SALES AREA CEILING OR MALL CONCOURSE CEILING P-41 P-14 I INTERIOR I EXTERIOR 5/8" GYPSUM BOARD ON 3 5/8" x 25 GA. METAL STUDS @ 24" O.C. MAX. METAL TRACK SECURED TO 2x4 PLATE. 2x4 PLATE - SECURE TO PLYWOOD FROM UNDERSIDE. FASTENERS TO BE SET FLUSH. V5-2 7 -EXISTING SALES FLOORING OR MALL CONCOURSE FLOORING CONSTRUCTION BARRICADE SECTION SCALE: 1/2" = 11-0" A1.1 MASTER SHEET UPDATED 06/30/08 • SHADED AREA NOT IN CONTRACT NO WORK TO 8E PERFORMED ON FIRST FLOOR • •1• .' .1• • •• • • •• . ,.. • 1•.-..••.'.. • .'•1.1' •• ••••. 1' • .• •• .' ' - •tz.:immi• • 1• • •.11 • •11• f . 11 1, • . n'• 1 .1. •Lr . 1J..- • • .I • 1 1.' 1 1 . • • •1• • • 11. • •• ,• 111 • �a • .• • I I . LI- a •.••. • •. •1 •. • .•1 • • EXISTING'.WO fEN'S. • • SALES.'. 1 1 1 1 I• . 1 1 1 1 'L'.. L J_ J JI 1=1 1'• 1.' I .' • 1.• . .•E {- I.. • .-. alks - EXISTING- MEMS:•SALES..' • I' ' G.C.'.TO''COORDINATE INSTALLATION 9F:.''• :'.� CONSTRUCTION- BARRICADE; TO:'ALLOW .• ADEQUATE •: CLEARANCES •• TO. ANY.. ; OBSTRUCT1ONS: • IN: MALL '. •.. 'j CONCOURSE.' • �. 0J..0•.0.- .•..: PHASE 2 BARRICADE LOCATION OF WORK EST. 1892 614-283-6500 1 O M e1' w ® Q id CO —J Z W Q d U H 1 O M CD A PHASE 2 EXISTING CONDITIONS - LOCATION OF WORK SCALE: 3/16" = 1'-0" EXISTING DEMISING WALL CONSTRUCTION EXISTING NEUTRAL PIER EXISTING ADJACENT TENANT STOREFRONT. VERIFY CONDITION IN FIELD -� STORE TO REMAIN OPEN FOR BUSINESS DURING NORMAL BUSINESS HOURS. G.C. TO INSTALL A CONSTRUCTION BARRICADE ON MALL CONCOURSE SIDE PER MALL REQUIREMENTS. COORDINATE WITH MALL OPERATIONS. MAINTAIN CODE MINIMUM REQUIRED CLEARANCES TO OBSTRUCTIONS WITHIN THE MALL CONCOURSE. VERIFY CONDITIONS IN THE FIELD PRIOR TO INSTALL SALES AREA II /\ X 11' -1 3/4" 6' -0" 7'-6 1/4' 0 LOCATION OF EXISTING LOCATION OF EXISTING MALL BULKHEAD. V.I.F. LEASE LINE LOCATION OF PROPOSED LEASE LINE G.G. TO PATCH AND REPAIR ANY DAMAGE AFTER BARRICADE REMOVAL. MALL CONCOURSE 1 L EXISTING DEMISING WALL CONSTRUCTION EXISTING NEUTRAL PIER EXISTING ADJACENT TENANT STOREFRONT. VERIFY CONDITION IN FIELD A 13-037y REVIEWED FOR DE COMPLIANCE APPROVED FEB 0 5 2014 Cid of Tukwila BUILDING DIVISION B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE L.L.- LANDLORD DIRECTIVE O Z O W oc SSUE DATES LANDLORD: ch 0 •1 PHASE 2 DEMOLITION PLAN SCALE: 1/2" = 1'-0" DEMOLITION CODED NOTES O1 NEW FLOOR TO CEILING CONSTRUCTION BARRICADE CONSISTING OF 5/8" G.W.B. ON 3 5/8" METAL STUDS @ 24" O.C. MAX. AT DIMENSIONS SPECIFIED. REMOVE AFTER CONSTRUCTION IS COMPLETE O EXTEND TEMPORARY BARRICADE INTO EXISTING WALL CABINET. PATCH AND REPAIR AFTER BARRICADE REMOVAL O REMOVE TEMPORARY EXIT SIGN. O NOT USED 0 3'X7' WOOD DOOR W/ PASSAGE LOCKSET (SATIN FINISH) PAINT DOOR P -q FOR INTERIOR BARRICADE. PAINT P-14 FOR EXTERIOR BARRICADE. G.C. TO REMOVE FINISHES ON EXISTING STOREFRONT WALLS DOWN TO METAL STUD FRAMEWORK AS INDICATED FOR EXTENSION OF STOREFRONT. REFER TO A8.1 FOR EXTENT OF NEW WORK O NOT USED G.C. TO REMOVE EXISTING STOREFRONT WINDOWS. STOREFRONT ABOVE WINDOWS TO BE REMOVED. Oq NEW STOREFRONT DOORS INSTALLED DURING PHASE 1 10 NOT USED CI NOT USED 12 G.C. TO REMOVE EXISTING SALES AREA CROWN FOR INSTALLATION OF NEW. REFER TO A8.1 FOR ADDITIONAL INFORMATION 13 G.C. TO REMOVE RELOCATED DOORS AND WALL CONSTRUCTION FOR INSTALLATION OF NEW STOREFRONT DURING PHASE 2. .§ 7'-11' LEFT SIDE 24-8" FRONT SIDE 4'-0 3/4" RIGHT SIDE EXISTING NEUTRAL PIER O REMAIN IMAGE WRAPS AROUND SIDE OF BARRICA IMAGE RAPS AROUND SIDE OF BARRICADE. V8-2 3'x7' H.C. WOOD DOUBLE DOORS PAINTED P-14 W PASSAGE LOCKSET HANDLES W SATIN FINISH. 3/4" PLYWOOD WITH NON-ABBRASIVE 1/4"t CUSHION BACKING (I.E. STYROFOAM, CARPET, CARPET PADDING, ETC.) TO PROTECT EXISTING WOOD FLOORING EXISTING SALES AREA CEILING OR MALL CONCOURSE CEILING P-9 P-14 INTERIOR EXTERIOR 5/8" GYPSUM BOARD ON 3 5/8" x 25 GA. METAL STUDS @ 24" O.C. MAX. METAL TRACK SECURED TO 2x4 PLATE. 2x4 PLATE - SECURE -TO PLYWOOD. FROM UNDERSIDE. FASTENERS TO BE SET FLUSH. RECEIVLD CITY OF TUKWILA DEC 13 2013 PERMIT CENTER V5-2 EXISTING SALES FLOORING OR MALL CONCOURSE FLOORING PHASE 2 CONSTRUCTION BARRICADE ELEVATION (MALL SIDE) SCALE: 1/2" = 11-0" CONSTRUCTION BARRICADE SECTION SCALE: 1/2" = 1'-0" v♦ 1- w w occ ozs O w CV w 0 O N O v - Q co LC) L!? i W W U <co �OrO CO 0) Z U _i O cc —I 2 cc� 0 2I—U) wES ZQ w� U 2 L- 0 cci" CC M CO O M <v)00I— 0 a 0 z c 0 V) L x L N I z 0 SCALE: NOTED 1320-7 SHEET A1.2 MASTER SHEET UPDATED 06/30/08 NEW FC -2 FLOORING– MAKE SEAMLESS TRANSITION TO EXISTING FLOORING MENs #1 W C 5 T F C8 103 SF -1/P-9 G.W.B./P-17 WOOD/P-2 P-2 FC -2 N/A 1 WOMENs #1 W C 102 SF-I/P-9 G.W.11/P-17 1 MAKE SEAMLESS TRANSITION TO EXISTING FLOORING 8 T F C8 WOOD/P-2 P-2 FC -2 WA NEW FC -2 FLOORING– OVERALL STOREFRONT FLOOR FINISH PLAN SCALE: 1/2" = 1'-0" G.G. TO REINSTALL EXISTING EXIT LIGHTS AFTER PHASE 1 CONSTRUCTION –NEW FC -1 CONCRETE FLOORING IN RECESSED ENTRY, REFER TO SECTION. G.C. TO ENSURE SEAMLESS TRANSITION 16'-51I (+1-) f G.C. TO REINSTALL EXISTING EXIT LIGHTS AFTER PI-IASE 1 CONSTRUCTION f MENs #1 IN C 103 SF -1/P-9 NEW LOCATION OF EXISTIBNG RECESSED CAN LIGHT. EXTEND EXISTING CIRCUIT TO NEW LCOATION. REFER TO SECTION WOMENe #1 W 102 SF-I/P-9 G.W.S./P-17 NEW PAINT G.W.B.— CEILING PAINT P-17 MAKE SEAMLESS TRANSITION TO EXISTING CEILING 5 T F C5 WOOD/P-2 P-2 FC -2 N/A 1 MAKE SEAMLESS TRANSITION TO EXISTING CEILING C 8 T F G.14.B./P-17 CS WOOD/P-2 P-2 FC -2 N/A NEW PAINT G.W.8.— CEILING PAINT P-17 REVIEWED FOR SDE COMPLIANCE APPROVED FEB 05 2014 city of Tukwila BUILDING DIVISION OVERALL STOREFRONT CEILING FINISH PLAN SCALE: 1/2" = 1'-0" NEW LOCATION OF EXISTING TRACK LIGHTING. REFER TO SECTION. EXTEND EXISTING CIRCUIT TO NEW LOCATION AND RECONNECT NEW CEILING IN RECESSED ENTRY. PAINT P-5. REFER TO SECTION NEW LOCATION OF EXISTING TRACK LIGHTING. REFER TO SECTION. EXTEND EXISTING CIRCUIT TO NEW LOCATION AND RECONNECT 1)11 037q RECEIVED CITY OF TUKWILA DEC 13 2013 PERMIT CENTER Imo Owo I L/44 U jib � 614-283-6500 M (0 ca 0 W SSUE DATES B.D.- BUILDING DEPT. 9 LANDLORD: T.D.- TENANT DIRECTIVE • • 1 1- ce a_ 6 L.L.- LANDLORD DIRECTIVE 1 z act 0 co z w 0 z 0 N co 0 ,— Q Q 0 a 0 FMS I DRAWN: 1.7 Vi z SCALE: NOTED 13207 SHEET A21 MASTER SHEET UPDATED 06/30/08 PAINT RECESSED NEUTRAL AREA TO MATCH MALL FINISH. ALL TRIM ON STOREFRONT P-2 1 PRE -FAB. /PRE -FIN. WOOD LOUVER PANEL ASSEMBLY (TYP.) — ALL TRIM ON STOREFRONT P-2 1 SIGN BAND P-5 INSTALL NEW 14" HIGH X 14'-0" WIDE PIN -MOUNTED NON -ILLUMINATED STOREFRONT SIGNAGE ALL TRIM ON STOREFRONT —PAINT RECESSED NEUTRAL AREA TO MATCH MALL FINISH. Abercrom ie NEW NEUTRAL PIER INSTALLED BY G.C. (TYP. BOTH ENDS OF STOREFRONT) z / / / / / 614-283-6500 EST. 1892 0,2 0 U (J F w H Q 0 O M CC MATCH MALL BASE IN NEUTRAL AREA. 6" STAINLESS STEEL BASE S.S. BASE SEAM CENTERED IN WINDOW RUN. G.C. TO INSTALL NEW WOOD DOORS IN PLACE OF EXISTING. INSTALL NEW PRE -FINISHED JAMB AND HEAD COMPONENTS. REFER TO ENLARGED DETAILS AND STOREFRONT SECTIONS 1/2" TEMPERED GLASS (TYP.) 6" STAINLESS STEEL BASE S.S. BASE SEAM CENTERED IN WINDOW RUN. —MATCH MALL BASE IN P-2 I NEUTRAL AREA. —INSTALL STORE ADDRESS USING 4" HIGH X 1/2" THICK WHITE VINYL NUMBERS ON GLASS .- BUILDING DEPT. TENANT DIRECTIVE L.L.- LANDLORD DIREC11VE G.C. TO PATCH/REPAIR ANY DAMAGE TO CEILING FROM REMOVAL OF EXISTING STOREFRONT AND/OR FINISHES. G.C. TO PROTECT EXISTING FLOORING FROM DAMAGE. INSTALL NEW FINISHES ON EXISTING FRAMING INSTALL NEW FINISHES ON EXISTING FRAMING 0 CN CD 0 v- a. c0 U EXISTING DEMISING WALL EXISTING DEMISING WALL EXISTING WALL CABINET EXISTING WALL CABINET EXISTING LEASE LINE INSTALL NEW FINISHES ON EXISTING FRAMING G.C. TO EXTEND FLOORING AND GYP. BD. CEILING IN SALES AREA INSTALL NEW CROWN ACROSS STOREFRONT. REFER TO SECTION NEW LOCATION OF EXISTING STOREFRONT WINDOW -TRACK- LIGHTING. G TO EXTEND EXISTING CIRCUIT TO NEW LOCATION NEW WOOD D GLASS STOREFRON ' EN ' Y DOORS. REFER TO DOOR CHED —RELOCA ' EXISTING AN LIGHT (CEN P' ON ENTRY D *RS) TYP. G.C. TO EXTEND FLOORING AND INSTALL NEW GYP. BD. CEILING IN SALES FINISHES ON EXISTING AREA FRAMING INSTALL NEW CROWN ACROSS STOREFRONT. REFER TO SECTION NEW LOCATION OF EXISTING STOREFRONT WINDOW- TRACK LIGHTING. "WC. TO EXTEND EXISTING CIRCUIT TO NEW LOCATION REVIEWED FOR DE COMPLIANCE RD FEBAPP0 05 VE2014 a_ 0 CD LC) INSTALL FLOOR MOUNTED DOOR STOPS. REFER TO DOOR SCHEDULE (TYP.) 7-5 1/4" INSTALL NEW WOOD TRIM IN RECESSED ENTRY CEIUNG. REFER SECTION COLUMN BASE TRIM TO ALIGN WITH LEASE UNE —PROPOSED LEASE UNE G.C. TO EXTEND FLOORING AND CEIUNG IN ENTRY AREA. UNE OF MALL BULKHEAD ABOVE SIM. OPP. RECEIVED CITY OF TUKWILA 1'-9" (FIN. DIM.) (FINISH DIMENSION) (FIN. DIM.) 16'-3 1/2" (FINISH DIMENSION) 13'-11 3/4" JAN 2 4 2014 (FINISH DIMENSION) LLJ 0 < 00 CL nr) 00 0 Q Q� LLJ z CID c LLJ O z I- 1-11 U = 0 C12 O Co <()CD z 0 0 z_ L Z 0 V) 0 SCALE: NOTED PERMIT CENTER (LEASE UNE TO LEASE UNE) ALL EXTERIOR WOOD FINISHES INCLUDING TRIM, BASE AND FINISH BOARDS SHALL MEET CLASS B FLAME SPREAD REQUIREMENTS. G.C. SHALL SUBMIT DOCUMENTATION OF SELECTED MATERIAL VERIFYING COMPLIANCE PRIOR TO PURCHASE AND INSTALLATION. i)X11403.7L14 ALL BLOCKING EXPOSED TO THE INSIDE OF CONCEALED SPACES OR PLENUMS SHALL BE NON COMBUSTIBLE. OVERALL STOEFO\T PLA\ DETAIL SCALE: 1/2" = 1'-0" 13207 SHEET A8.1 MASTER SHEET UPDATED 06/30/08 — J EXISTING MALL BULKHEAD TO REMAIN. EXISTING MIRRORED BULKHEAD. G.C. TO REMOVE AS NEEDED TO ALLOW CONSTRUCTION OF NEW STOREFRONT 3-5/8" METAL STUD FRAMING 16" 0.C. ATTACH TO STRUCTURE (NOT TO DECK) REFER TO STRUCTURAL DRAWINGS. 5/8" TYPE 'X' GYP. BOARD UNDER 5/8" F.R.T. PLYWOOD TRIM BOARD #1 ABOVE CROWN. PAINT P-2 15-6" ABOVE MALL FLOOR M 00 TOP OF STOREFRONT L+ + EXISTING STOREFRONT FRAMING TO REMAIN. G.C. TO CUT BACK TO ALLOW FOR CONSTRUCTION OF NEW STOREFRONT 3-5/8" METAL STUD BRACING AS REQUIRED. REFER TO STRUCTURAL DRAWINGS FOR INFORMATION ALL EXTERIOR WOOD FINISHES INCLUDING TRIM, BASE AND FINISH BOARDS SHALL MEET CLASS B FLAME SPREAD REQUIREMENTS. G.C. SHALL SUBMIT DOCUMENTATION OF SELECTED MATERIAL VERIFYING COMPLIANCE PRIOR TO PURCHASE AND INSTALLATION. / .2� /+ ;; :r .t. 2 1/4" CROWN ASSEMBLY TYPE 'K' (REFER TO DETAIL K/Al2.2). TRIM BOARD #1 AND SHOE MOW (REFER TO DETAIL J/Al2.2). 3-5/8" METAL STUD FRAMING ® 16" 0.C. ATTACH TO STRUCTURE (NOT TO DECK) REFER TO STRUCTURAL DRAWINGS. PROPOSED NEW LEASE LINE 3/4" WOOD FINISH BOARD. ON 5/8" GYP. BOARD OVER 3 5/8" x 20 GA. MIL STUD FRAMING — SECURE TO STRUCTURE ABOVE (NOT TO DECK). MATCH MALL FLOORING EXISTING _ MALL FLOORING ALL BLOCKING EXPOSED TO THE INSIDE OF CONCEALED SPACES 1 OR PLENUMS SHALL BE NON COMBUSTIBLE. SECTIO\ THOUGH E\J PILASTER SCALE: 1-1/2" = 1 -0° SHOE MOLD (REFER TO DETAIL J/Al2.2). TRIM BOARD #1 (REFER TO DETAIL J/Al2.2). COVE MOLD (REFER TO DETAIL J/Al2.2). 3/4"x10" POPLAR TRIM ON NON—COMB. BLOCKING MALL FLOOR EXISTING CONCRETE SLAB B EXISTING MALL BULKHEAD TO REMAIN. 5/8" TYPE 'X' GYP. BOARD UNDER 5 8" F.R.T. PLYWOOD TRI BOARD .#1 AB 1 VE CROWN. PAINT P-2 15'-6" ABOVE MALL FLOOR TOP OF STOREFRONT CROWN ASSEMBLY TYPE 'K' (REFER TO DETAIL K/Al2.2). 1/4" TYPE 'X' GYP. BOARD OVER 3/8" F.R.T. PLYWOOD PRE—FINISHED HEAD PIECE 3-5/8" METAL STUD FRAMING 0 16" 0.C. ATTACH TO STRUCTURE (NOT TO DECK) REFER TO STRUCTURAL DRAWINGS. 1/4" TYPE 'X' GYP. BOARD OVER 3/8" F.R.T. PLYWOOD EXISTING MIRRORED BULKHEAD. G.C. TO REMOVE AS NEEDED TO ALLOW FOR NEW STOREFRONT CONSTRUCTION 46. 10'-1" A.F.F. EXISTING SALES CEILING L — 1/4" TYPE 'X' GYP. BOARD OVER 3/8" F.R.T. PLYWOOD NON COMB BLOCKING 5/8" TYPE 'X' GYP. BOARD EXTEND GYP. BD. CEIUNG TO NEW STOREFRONT 5/8" TYPE 'X' GYP. BOARD PAINT NEW CEILING TO MATC EXISTING CROWN ASSEMBLY TYPE 'A' (REFER TO DETAIL A/Al2.2) ON 1/2" F.R.T. PLYWOOD. EXISTING TRACK LIGHTING REINSTALLED ON NEW STOREFRONT NEW (SF -1) FINISHES INSTALLED ON EXISTING AND NEW FRAMING. (BEYOND) APPROX. LOCATION WHERE EXISTING FRAMING ENDS AND NEW FRAMING BEGINS. MAKE SEAMLESS TRANSITION TO NEW CONSTRUCTION gib FINISH FLOOR A.F.F.) 1/2" TE PERED eLASS 1'-4 1/4" (REF.) LL TO ? GLASS 1/2" V- BASE #1 J/Al2.2 GROOVE I SF -1) (REFER 0 DETAIL 3/4" WOOD FINISH BOARD W/ MAHOGANY VENEER PRE—FINISHED TO MATCH STOREFRONT FRAME ON 5/8" F.R.T. PLYWOOD. PRE—FAB / PRE—FINISHED WOOD LOUVER PANEL ASSEMBLY. PRE—FINISHED MUWON PIECE 10'-3 1/4" ABOVE TENANT FLOOR — TOP OF CROWN CROWN ASSEMBLY TYPE 'A' (REFER TO DETAIL A/Al2.2). TRIM BOARD #4 (REFER TO DETAIL J/Al2.2). 9'-7" ABOVE TENANT FLOOR s TRIM BOARD #2, CUT TO SIZE (RLI.L1 TO DETAIL J/Al2.2). PRE—FINISHED MUWON ASSEMBLY METAL STUD BOX BEAM. REFER TO STRUCTURAL PROPOSED NEW LEASE UNE REVIEWED FOR CODE COMPLIANCE '' APPROVED FEB 0 5 2014 City ofl uk iila BUILDING DIVISION EXTENT OF STOREFRONT ENTRY BEYOND 6" STAINLESS STEEL BASE MALL FLOOR 111111111111 TENANTS FC -2 FLOORING MATCH EXISTING WOOD FLOORING, EXTEND TO NEW STOREFRONT SECTIO\ THOUGH STOEFO\T SCALE: 1-1/2" = 1 -0" (APPROX. 4'-0") WI\SOWS MATCH MALL FLOORING EXISTING MALL FLOORING 1O37y RECEIVED CITY OF TUKWILA JAN 2 4 2014 PERMIT CENTER EST. 1892 614-283-6500 ® Q m W CL 1- LaM CO REVISION DIRECTIVE KEY (1) 0 w B.D.- BUILDING DEPT. PER B.D. AND L.L. T.D.- TENANT DIRECTIVE O U Ir z 0 U a' z- 00 U L.L.- LANDLORD DIRECTIVE ISSUE DATES N) 0 0 LANDLORD: M ci m (f) 0 U L.L1 (f) 0 n7 LL LLJ 0 0 N CO 0 L() Ln 0 Q 00 00 CD v Jz Q O LL j O —J z �Q ��z 6-21 w C!) � c� 0Q U = O J M 0 Co <()Col - 13207 0 0 0 2 fx V) z 0 SCALE: NOTED SHEET A8.2 MASTER SHEET UPDATED 06/30/08 EXISTING ADJACENT TENANT STOREFRONT EXISTING STOREFRONT PILASTER FRAMING. (FINISHES REMOVED) G.C. TO INSTALL NEW 5/8" GYP. BD. AND M.D.F. V–GROOVE PANEUNG MATCHING EXISTING CONSTRUCTION. EXTEND TO NEW STOREFRONT ALL EXTERIOR WOOD FINISHES INCLUDING TRIM, BASE AND FINISH BOARDS SHALL MEET CLASS B FLAME SPREAD REQUIREMENTS. G.C. SHALL SUBMIT DOCUMENTATION OF SELECTED MATERIAL VERIFYING COMPLIANCE PRIOR TO PURCHASE AND INSTALLATION. ALL BLOCKING EXPOSED TO THE INSIDE OF CONCEALED SPACES OR PLENUMS SHALL BE NON COMBUSTIBLE. 11E NEW FRAMING INTO EXISTING METAL STUD FRAMING a co EXISTING DEMISING WALL & NEUTRAL PIER TO REMAIN. EXTEND EXISTING DEMISING WALL WITH SOUND BATT INSULA11ON AND ADD NEW NEUTRAL PIER PER MALL TENANT CRITERIA. G.C. TO COORDINATE WITH MALL OPERATIONS LEASE UNE UNE OF MALL BULKHEAD ABOVE 1/2" ALUMINUM CHANNEL REVEAL BETWEEN NEW NEUTRAL PIER AND TENANT STOREFRONT 0 w 0 5 • LOCATION OF EXISTING LEASE UNE 3 5/8" METAL STUDS 0 16" O.C. (TYP.) 1 /2" V–GROOVE (SF -1) PANELING ON 5/8" GYP. BOARD. 1/4" SHIM AS NEEDED UNE OF BASE (BELOW) UNE OF CROWN (ABOVE) UNE OF WOOD SILL (BELOW) w CC a k 3/4" WOOD FINISH BOARD OVER 5/8 TYPE "X" GYP. BD. ON 3-5/8" META STUDS 0 16" 0.C. (TYP.) �+ + L+ + EXISTING STOREFRONT FRAM! TO REMAIN. \I\I\1\1\1\I\1\J\I\I\I\ \1\ IL EXISTING MIRRORED BULKHEAD. G.C. TO REMOVE MIRRORS DURING DEMOLITION 3/4" F.R.T. PLYWOOD ADHERED TO BACK OF GYP. BD. FOR SIGNAGE INSTALLATION. WRAP WITH 5/8 TYPE 'X' GYP. BOARD 2 1/4" 5/8" TYPE 'X' GYP. BOARD UNDER 5/8" F.R.T. PLYWOOD TRIM BOARD #1 ABOVE CROWN. PAINT P-2 15'-6" ABOVE MALL FLOOR TOP OF STOREFRONT 1/4" TYPE 'X' GYP. BOARD OVER 3/8" F.R.T. PLYWOOD CROWN ASSEMBLY TYPE 'K' (REFER TO DETAIL K/Al2.2). TRIM BOARD #2 AND SHOE MOLDING (REFER TO DETAIL J/Al2.2). PROPOSED NEW LEASE UNE 5/8" GYP. BOARD OVER 3 5/8" x 20 GA. METAL STUD FRAMING 0 16" O.C. NEW 14"H PIN–MOUNTED NON–ILLUMINATED LETTERING INSTALLED ON NEW SIGN BAND 3 5/8" x 20 GA. METAL STUD FRAMING 48" O.C. SECURE TO EXISTING FRAMING. REFER TO STRUCTURAL DRAWINGS NEW METAL STUD BOX BEAMS. EFER TO STRUCTURAL DRAWINGS 9 3/4" (±) 1/4" TYPE 'X' GYP. BOARD OVER 3/8" F.R.T. PLYWOOD EXITING 3 5/8" x 20 GA. METAL STUD FRAMING 0 16" O.C. 5/8" TYPE 'X' GYP. BOARD (GYP. TO GYP.) 1,-9" (FINISH DIM.) 1/2" TEMPERED GLASS LEASE UNE • E\LAGED SCALE: 1-1 /2" = 1'-0" STOEFO\T E\D PILASTER DETAIL UNE OF BASE (BELOW) G.C. TO INSTALL NEW 1/2" V–GROOVE PANEUNG ON NEW 5/8" GYP. BOARD OVER EXISTING METAL STUD FRAMING UNE OF CROWN (ABOVE) EXISTING MALL COLUMN. V.I.F. EXISTING STOREFRONT PILASTER FRAMING. (FINISHES REMOVED) EXISTING LEASE UNE 11E NEW FRAMING INTO EXISTING METAL STUD FRAMING 1 /2" V–GROOVE (SF -1) PANEUNG ON 5/8" GYP. BOARD. UNE OF BASE (BELOW) LINE OF CROWN (ABOVE) UNE OF WOOD SILL (BELOW) 1/2" TEMPERED GLASS w a \ \ Itt �-- I $o V J J J , 812 M • 1: SIM. OPP. NEW LEASE UNE -H M 0 w 0 7 3 /4" 0 O O TRIM BOARD #2, CUT TO SIZE (REFER TO DETAIL JA12.2) TYP. SHOE MOLD (REFER TO DETAIL J/Al2.2) TYP. 3 5/8" METAL STUDS 0 16" 0.C. (TYP.) WOOD TRIM ABOVE //// //////Y// 1'-6 3/4" (GYP. TO GYP.) 1'-9" (FINISH DIM.) UNE OF MALL BULKHEAD ABOVE 3/4" WOOD FINISH BOARD OVER 5/8" TYPE "X" GYP. BD. ON 3-5/8" METAL STUDS ® 16" O.C. (TYP.) A9.1 INSTALL NEW FLOORING TRANSITION STRIP UNE OF BASE (BELOW) 1/4" TYPE 'X' GYP. BOARD OVER 3/8" F.R.T. PLYWOOD •9'-5 1 /2" A.F.F. VESTIBULE CEILING •9'-1 7/8" A.F.F. BOTTOM OF MU WON / /A / EXISTING VESTIBULE CEIUNG EXTENTS OF DOOR STOP (BEYOND). O WOOD & TEMPERED GLASS DOORS. (REFER TO DOOR SCHEDULE ON SHEET A0.3 FOR ADDITIONAL INFORMATION). BASE #1 BEYOND (REFER TO DETAIL J/Al2.2). DECORATIVE SAW CUT IN TENANT FLOORING. Ab FINISH FLOOR A.F.F.) I EXISTING TENANT VESTIBULE FLOORING O RELOCATE EXISTING RECESSED CAN LIGHT AS INDICATED 3-5/8" METAL STUD BRAC G 0 16" 0.C. 4,2"I 8 2" O O O O O O O O O O O N c9 w stt M 3/4" EXISTING TENANT FLOORING PEMKO #5061AP DOOR SWEEP ECORATIVE SAW CUT AND BEGINNING OF SLOPE • EXISTING FLOOR MOUNTED DOOR STOP IN EXISTING LOCATION SLOPE DOWN 1:20 MAX A G.C. TO INSTALL NEW (FC -1) CONCRETE FLOORING IN RECESSED ENTRY (7'-4 1/4" APPROX) MALL FLOORING 3 5/8" x 20 GA. METAL STUD FRAMING 0 16" O.C. – SECURE TO STRUCTURE ABOVE (NOT TO DECK). 1/4" TYPE 'X' GYP. BOARD OVER 3/8" F.R.T. PLYWOOD TRIM BOARD #2 (REFER TO DETAIL J/Al2.2). 10'-0" ABOVE TENANT FLOOR TRIM BOARD #4 (REFER TO DETAIL J/Al2.2). TRIM BOARD #1 (REFER TO DETAIL J/Al2.2). REVIEWED FOR SPE COMPLIANCE APPROVED FEB 0 5 2014 CIO 6f TTliicwila BUILDING DIVISION PROPOSED NEW LEASE UNE 3/4" WOOD FINISH BOARD ON 5/8" GYP. BOARD EXTENTS OF DECORATIVE COLUMN (BEYOND). SHOE MOLD (REFER TO DETAIL J/Al2.2). TRIM BOARD #2, CUT TO SIZE (REFER TO DETAIL J/Al2.2). COVE MOLD (REFER TO DETAIL J/A1 2.2) 3/4"x10" POPLAR TRIM BOARD – SCRIBE TIGHT TO FLOOR. TENANT FLOORING TO BE FLUSH WITH TOP OF MALL FLOORING AT DIVIDING STRIP. MALL FLOOR 13.• 0374 s z 0 z Q —J RECEIVED CITY OF TUKWILA JAN 2 4 2C14 PERMIT CENTER 13207 SHEET E\LAGED STOEF SCALE: 1-1/2" = 1'-0" 0\T E\TAY PILAST DETAIL A SECTIO\ SCALE: 1-1/2" = 1 —0" THOUGH STOFFO\T E\TY A8.3 MASTER SHEET UPDATED 06/30/08 fL. 1 EQ. EQ. F 7'-3 3/8" A9.1 H A9.1 8'-4 1 /8" 8'-3 3/8"± (FINISH DIMENSION) \XISNG EMPLOYEE BUZZER SYSTEM AS SHOWN – REINSTALL IN EXISTING LOCATION N c9 w stt M 3/4" EXISTING TENANT FLOORING PEMKO #5061AP DOOR SWEEP ECORATIVE SAW CUT AND BEGINNING OF SLOPE • EXISTING FLOOR MOUNTED DOOR STOP IN EXISTING LOCATION SLOPE DOWN 1:20 MAX A G.C. TO INSTALL NEW (FC -1) CONCRETE FLOORING IN RECESSED ENTRY (7'-4 1/4" APPROX) MALL FLOORING 3 5/8" x 20 GA. METAL STUD FRAMING 0 16" O.C. – SECURE TO STRUCTURE ABOVE (NOT TO DECK). 1/4" TYPE 'X' GYP. BOARD OVER 3/8" F.R.T. PLYWOOD TRIM BOARD #2 (REFER TO DETAIL J/Al2.2). 10'-0" ABOVE TENANT FLOOR TRIM BOARD #4 (REFER TO DETAIL J/Al2.2). TRIM BOARD #1 (REFER TO DETAIL J/Al2.2). REVIEWED FOR SPE COMPLIANCE APPROVED FEB 0 5 2014 CIO 6f TTliicwila BUILDING DIVISION PROPOSED NEW LEASE UNE 3/4" WOOD FINISH BOARD ON 5/8" GYP. BOARD EXTENTS OF DECORATIVE COLUMN (BEYOND). SHOE MOLD (REFER TO DETAIL J/Al2.2). TRIM BOARD #2, CUT TO SIZE (REFER TO DETAIL J/Al2.2). COVE MOLD (REFER TO DETAIL J/A1 2.2) 3/4"x10" POPLAR TRIM BOARD – SCRIBE TIGHT TO FLOOR. TENANT FLOORING TO BE FLUSH WITH TOP OF MALL FLOORING AT DIVIDING STRIP. MALL FLOOR 13.• 0374 s z 0 z Q —J RECEIVED CITY OF TUKWILA JAN 2 4 2C14 PERMIT CENTER 13207 SHEET E\LAGED STOEF SCALE: 1-1/2" = 1'-0" 0\T E\TAY PILAST DETAIL A SECTIO\ SCALE: 1-1/2" = 1 —0" THOUGH STOFFO\T E\TY A8.3 MASTER SHEET UPDATED 06/30/08 SHOE MOLD J/Al2.2 - FINISH NAILED TO BASE LAYER. CROWN #2 J/Al2.2 RIPPED TO WIDTH - FINISH NAILED TO BASE LAYER. CROWN #2 J/Al2.2 RIPPED TO WIDTH - ANCHOR TO VERTICAL FINISHED WALL - REFER TO 'FLOOR WALL FINISH PLAN'. BASE #1 J/Al2.2 - CUT TO FIT 11: SCREW INTO PLACE (COUNTERSINK ALL HEADS * PUTTY TO MATCH TRIM COLOR) SCRIBE TIGHT TO FINISH FLOORING. FINISHED WALL - REFER TO 'FLOOR WALL FINISH PLAN'. SHOE MOLD (REFER TO DETAIL J/Al2.2) TRIM BOARD #1 (REFER TO DETAIL J/Al2.2) - CUT TO SIZE, SCREW INTO PLACE (COUNTERSINK ALL HEADS * PUTTY TO MATCH TRIM COLOR) AND SCRIBE TIGI-IT TO FINISH FLOORING. NOTE: WHEN INSTALLING TRIM, NAIL FINISH TRIM TO PLYWOOD AT OPPOSING ANGLES SUCH THAT TRIM CANNOT BE PULLED AWAY FROM WALL OR CEILING - TYPICAL FOR ALL TRIM. TRIM BOARD #3 (REFER TO DETAIL J/Al2.2). FINISHED CEILING - REFER TO 'REFLECTED CEILING PLAN'. SHOE MOLD (REFER TO DETAIL J/Al2.2). TRIM BOARD #2 (REFER TO DETAIL J/Al2.2). FINISHED CEILING - REFER TO 'REFLECTED CEILING PLAN'. SHOE MOLD (REFER TO DETAIL J/Al2.2). INISH FLOORING // a/,/ //// %//// FINISH NOTE: FILL IN ALL FINISH NAIL HOLES WITN WOOD PUTTY. CROWN DETAIL CROWN DETAIL SCALE: 6" = 1'-0" CROWN DETAIL BASE DETAIL SCALE: 30 = 1'-0" BASE DETAIL SCALE: 3" = NAILING DETAIL SCALE: 6" = TRIM DETAIL TRIM DETAIL • TRIM BOARD #1 A*F PART #AF537-A POPLAR/12'L/PRIMED 3 SIDES TRIM BOARD #2 AO PART #AF537-B POPLAR/12'L/PRIMED 3 SIDES TRIM PROFILES SCALE: FULL SCALE TRIM BOARD #3 A*F PART #AF537-C POPLAR/12'L/PRIMED 3 SIDES TRIM BOARD #4 ASF PART #AF537-D POPLAR/12'L/PRIMED 3 SIDES CABINET JAMB #1 A*F PART #AF537-E POPLAR/12'L/PRIMED 3 SIDES BASE #1 ASF PART #AF546 POPLAR/12'L/PRIMED 3 SIDES • N. m i hi 14 N "-t 7 3/4" CO O w m R BASE #1 ASF PART #AF546 POPLAR/12'L/PRIMED 3 SIDES CROWN #1 CASING #2 A*F PART #AF536 POPLAR/12'L/PRIMED 3 SIDES CASIING #3 A*F PART #AF542 POPLAR/12'L/PRE-FIN MAHOG. 3 SIDES CASING #1 ASF PART #AF536 POPLAR/12'L/PRIMED 3 SIDES CASING #4 POPLAR/12'L/PRE-FIN MAHOG. 3 SIDES ASF PART #AF544 POPLAR/12'L/PRIMED 3 SIDES CROWN #2 ASF PART #AF545 POPLAR/12'L/PRIMED 3 SIDES COVE MOLD A*F PART #AF5341 POPLAR/12'L/PRIMED 3 SIDES SHOE MOLD A*F PART #AF54O POPLAR/12'L/PRIMED 3 SIDES DOOR STOP A*F PART #AF541 POPLAR/12'L/PRIMED 3 SIDES 2" FINISH ASSY. DIM. �3' /4"r 3/4" SHOE MOLD J/Al2.2 - FINISH NAILED TO BASE LAYER. CROWN #2 J/Al2.2 FINISH NAILED TO BASE LAYER. 2" FINISH ASSY. DIM. 3/4" .3/4" -- 1/2" SHOE MOLD J/Al2.2 (TW.) SHOE MOLD J/Al2.2 - FINISH NAILED TO BASE LAYER. CROWN #2 J/Al2.2 RIPPED TO WIDTH - FINISH NAILED TO BASE LAYER. BLOCKING 51-10E MOLD J/Al2.2 (TYP.) CROWN #2 J/Al2.2 RIPPED TO WI DIN - ANCHOR TO VERTICAL TRIM BD. #2 RIPPED TO WIDTN CROWN #1 J/Al2.2 ANCHOR TO VERTICAL FINISH NOTE: FILL IN ALL FINISH NAIL HOLES WITH WOOD PUTTY. CROWN #1 J/Al2.2 RIPPED TO WIDTH - SCREWED TO WALL. FINISH NOTE: FILL IN ALL FINISH NAIL HOLES WITH WOOD PUTTY. CROWN #1 J/Al2.2 ANCHOR TO VERTICAL CROWN DETAIL SCALE: 60 = 1'-0" CROWN DETAIL SCALE: 6" = 1'-0" INTERMEDIATE CROWN DETAIL SCALE: 6" = 1'-0" PILASTER CROWN DETAIL SCALE: 6" = 1'-0" BLOCKING AS REQUIRED N-- (1m CO i hi 14 7 "-t 7 3/4" CO O CROWN #1 CASING #2 A*F PART #AF536 POPLAR/12'L/PRIMED 3 SIDES CASIING #3 A*F PART #AF542 POPLAR/12'L/PRE-FIN MAHOG. 3 SIDES CASING #1 ASF PART #AF536 POPLAR/12'L/PRIMED 3 SIDES CASING #4 POPLAR/12'L/PRE-FIN MAHOG. 3 SIDES ASF PART #AF544 POPLAR/12'L/PRIMED 3 SIDES CROWN #2 ASF PART #AF545 POPLAR/12'L/PRIMED 3 SIDES COVE MOLD A*F PART #AF5341 POPLAR/12'L/PRIMED 3 SIDES SHOE MOLD A*F PART #AF54O POPLAR/12'L/PRIMED 3 SIDES DOOR STOP A*F PART #AF541 POPLAR/12'L/PRIMED 3 SIDES 2" FINISH ASSY. DIM. �3' /4"r 3/4" SHOE MOLD J/Al2.2 - FINISH NAILED TO BASE LAYER. CROWN #2 J/Al2.2 FINISH NAILED TO BASE LAYER. 2" FINISH ASSY. DIM. 3/4" .3/4" -- 1/2" SHOE MOLD J/Al2.2 (TW.) SHOE MOLD J/Al2.2 - FINISH NAILED TO BASE LAYER. CROWN #2 J/Al2.2 RIPPED TO WIDTH - FINISH NAILED TO BASE LAYER. BLOCKING 51-10E MOLD J/Al2.2 (TYP.) CROWN #2 J/Al2.2 RIPPED TO WI DIN - ANCHOR TO VERTICAL TRIM BD. #2 RIPPED TO WIDTN CROWN #1 J/Al2.2 ANCHOR TO VERTICAL FINISH NOTE: FILL IN ALL FINISH NAIL HOLES WITH WOOD PUTTY. CROWN #1 J/Al2.2 RIPPED TO WIDTH - SCREWED TO WALL. FINISH NOTE: FILL IN ALL FINISH NAIL HOLES WITH WOOD PUTTY. CROWN #1 J/Al2.2 ANCHOR TO VERTICAL CROWN DETAIL SCALE: 60 = 1'-0" CROWN DETAIL SCALE: 6" = 1'-0" INTERMEDIATE CROWN DETAIL SCALE: 6" = 1'-0" PILASTER CROWN DETAIL SCALE: 6" = 1'-0" BLOCKING AS REQUIRED N-- (1m 7 7 3/4" O � 7 7/ 7 � :t m m i REVIEWED FOR COPE COMPLIANCE APPROVED FEB 0 5 2014 3/4" 4" 3/4" PERMIT CENTER • NAILING DETAIL SCALE: 6" = 11-0" PILASTER BASE DETAIL SCALE: 6" = Al2.2 MASTER SHEET UPDATED 08/25/09 GENERAL NOTES A. DESIGN CRITERIA BUILDING CODE: 2012 SEATTLE BUILDING CODE 1. DESIGN LIVE LOADS A. FLOOR LOADS 1.1. RETAIL 1.1.a. FIRST FLOORS • 100 PSF 2. SEISMIC Si N. 1.427 Ss - 0.48q Sce . 0.951 Sim NI 0.492 SEISMIC IMPORTANCE FACTOR (IE) 1 SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY D SEISMIC SITE CLASS D (PRESUMED) $. CONSTRUCTION AND SAFETY 1. THE STRUCTURE OR ITS MODIFICATIONS ARE DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING OR ITS MODIFICATIONS ARE FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND INSURE THE SAFETY OF THE CONSTRUCTION PERSONNEL, PUBLIC, BUILDING AND ITS COMPONENT PARTS, AND ADJACENT BUILDINGS AND PROPERTIES. THIS INCLUDES THE ADDITION OF WHATEVER TEMPORARY OR PERMANENT SHORING, BRACING, ETC. THAT MAY BE NECESSARY TO BRACE NEW CONSTRUCTION, ADJACENT BUILDINGS, EXISTING WALLS, AND FRAMING TO REMAIN SO THAT THE STRUCTURE IS BRACED FOR WIND, SEISMIC, GRAVITY, CONSTRUCTION LOADS, ETC. AND THAT NO HORIZONTAL OR VERTICAL SETTLEMENT OR ANY DAMAGE OCCURS TO THE ADJACENT EXISTING STRUCTURES. TEMPORARY SUPPORTS SHALL BE MAINTAINED IN PLACE UNTIL PERMANENT SUPPORTS AND/OR SHORING AND BRACING ARE INSTALLED. DESIGN OF THESE SUPPORTS SHALL BE BY A REGISTERED ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED IN THE EMPLOY OF THE CONTRACTOR. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO ENFORCE ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 3. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION FOR THE PROJECT IN A MANNER AND SEQUENCE THAT ARE BASED ON ACCEPTED INDUSTRY STANDARDS THAT RECOGNIZE THE INTERACTION OF THE COMPONENTS THAT COMPRISE THE STRUCTURE, WITHOUT CAUSING DISTRESS, UNANTICIPATED MOVEMENTS OR IRREGULAR LOAD PATHS AS A RESULT OF THE CONSTRUCTION MEANS AND METHODS EMPLOYED. 4. CONSTRUCTION LOADS SHALL NOT EXCEED DESIGN LIVE LOADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN REQUIRED TO SUPPORT CONSTRUCTION EQUIPMENT USED IN CONSTRUCTING THIS PROJECT. SHORING AND RESHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. 5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS; ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ENGINEER AND ARCHITECT PRIOR TO PROCEEDING WITH ANY OF THE WORK IN QUESTION. 6.. ALL MECHANICAL AND ELECTRICAL DUCT WORK, PLUMBING, PIPING, WIRING, LIGHTING AND ALL ARCHITECTURAL ITEMS THAT NEED TO BE REMOVED DURING THE MODIFICATION OF, OR REINFORCING OF, EXISTING STRUCTURE SHALL BE REPLACED IN KIND. THE CONTRACTOR SHALL KEEP ALL EXISTING SYSTEMS IN OPERATION DURING THE CONSTRUCTION PHASE OF THE PROJECT. 7. ALL CONTRACTORS ARE REQUIRED TO EXAMINE THE DRAWINGS AND SPECIFICATIONS CAREFULLY, VISIT THE SITE AND FULLY INFORM THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, PRIOR TO AGREEING TO PERFORM THE WORK. FAILURE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND LIMITATIONS WILL IN NO WAY RELIEVE THE CONTRACTOR FROM FURNISHING ANY MATERIALS OR PERFORMING ANY WORK IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS WITHOUT ADDITIONAL COST TO THE OWNER. 8. DETAILS LABELED "TYPICAL DETAILS" ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY ENGINEER OF CLARIFICATIONS REGARDING APPLICABILITY OF "TYPICAL DETAILS". q. WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 10. DO NOT SCALE DRAWINGS. 11. ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. 12. SHOULD ANY OF THE GENERAL NOTES CONFLICT WITH ANY DETAILS OR INSTRUCTIONS ON PLANS, OR IN THE SPECIFICATIONS, THE STRICTEST PROVISION SHALL. GOVERN. COLD -FORMED METAL FRAMING A. MATERIALS AND FABRICATION 1. THE DESIGN, INSTALLATION AND CONSTRUCTION OF COLD -FORMED CARBON OR LOW -ALLOY STEEL, STRUCTURAL AND NONSTRUCTURAL STEEL FRAMING, SHALL BE IN ACCORDANCE WITH "THE STANDARD FOR COLD -FORMED STEEL FRAMING -GENERAL PROVISIONS, AMERICAN IRON AND STEEL INSTITUTE" (AISI-GENERAL) AND AISI-NASPEC. 2. DESIGN OF METAL STUD FRAMING SHOWN IS BASED ON CSJ TYPE (1 5/8" FLANGE) STUDS WITH DIETRICH INDUSTRIES SECTION PROPERTIES AND ALLOWABLE RESISTING MOMENT CAPACITY. ALTERNATE MANUFACTURER'S FRAMING SIZE SHALL MEET THE MINIMUM SECTION PROPERTIES AND ALLOWABLE RESISTING MOMENT CAPACITY OF THE MEMBERS INDICATED ON THE DESIGN DRAWINGS. ADDITIONAL COSTS FOR AN INCREASE IN STUD SIZE OR GAGE IS PROHIBITED. 3. ALL FRAMING MEMBERS 16 GA. AND HEAVIER SHALL BE FORMED FROM STEEL WITH A MINIMUM YIELD STRENGTH OF 50 KSI. ALL OTHER FRAMING SHALL BE FORMED FROM STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI. 4. ALL FRAMING SHALL BE GALVANIZED. 5. ALL CONNECTIONS SHALL BE SCREWED OR WELDED. POWDER DRIVEN FASTENERS ARE NOT ACCEPTABLE FOR ANY STRUCTURAL APPLICATIONS. 6. MEMBER WEB OPENINGS SHALL BE POSITIONED A MINIMUM OF 10" FROM CONNECTIONS. ABBREVIATIONS A.B. ACI ADD'L. AFF AFPA AISC APA ARCH. B. ft BLDG. BLK. BM. BOT. BRDG. BT• J CANT'L. G.I.P. C.J. CLR. CMU COL. CONC. CONSTR. CONT. G.Y. DET. DIAG. ANCHOR BOLTS AMERICAN CONCRETE INSTITUTE ADDITIONAL ABOVE FINISH FLOOR AMERICAN FOREST AND PAPER ASSOCIATION AMERICAN INST. OF STEEL CONSTRUCTION AMERICAN PLYWOOD ASSOCIATION ARCHITECTURAL BASE PLATE BUILDING BEAM BOTTOM BRIDGING SEARING BOLTED TIE JOIST CANTILEVER CAST -IN-PLACE CONTROL JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CUBIC YARD DETAIL DIAGONAL 4) or DIA. ---- DIAMETER DJ DOUBLE JOIST DK. DECK D.L. DEAD LOAD DWG. DRAWING DWLS DOWELS EA. EACH E.F. EACH FACE E.J. EXPANSION JOINT EL. ELEVATION ELEV. ELEVATOR E.S. EACH SIDE EQ. EQUAL EQUIP. EQUIPMENT E.W. EACH WAY EXP. EXPANSION (E) or EXIST- EXISTING EXT. EXTERIOR F/SLDG. FACE OF BUILDING F/CONC. FACE OF CONCRETE F.D. FLOOR DRAIN FIN. FINISH FLG. FLANGE FLR. FLOOR F.S. FAR SIDE OR FOOTING STEP FT. FEET FTG. FOOTING GA. GAUGE G.B. GRADE BEAM G.G. GENERAL CONTRACTOR GALV. GALVANIZED HD'D. HEADED HORIZ. HORIZONTAL I.F. INSIDE FACE INT. J/B JOISTIOR SEARING JST. JOIST JT. JOINT KIP L.L. LIVE LOADLONG LEG_ IZONTA (LLV) LONG LEG VERTICAL L LW LONG WA MAS. MASONRY MC MOMENT CONNECTION MECH. MECHANICAL MFR. MANUFACTURER MTL Nl SAL (NIC) NOT IN CONTRACT N.S. NEAR SIDE NTS NOT TO SCALE O.C. ON CENTER O.F. OUTSIDE FACE 0/0 OUT TO OUT OPP. OPPOSITE PC PRECAST CONCRETE ie PLATE PLCS. PLACES P.S.F. POUNDS/SQUARE FOOT P.S.I. POUNDS/SQUARE INCH RAD. . RADIUS R.D. ROOF DRAIN REINF. REINFORCING REQ'D. REQUIRED RET. RETAINING SECT. SECTION SIM. SIMILAR TO S.O.G. SLAB ON GRADE SPA. SPACES SQ. SQUARE STIFF. STIFFENER STL. STEEL STRUCT. STRUCTURAL SW SHORT WAY SYM. SYMMETRICAL T/ TOP OF TYP. TYPICAL UNO UNLESS NOTED OTHERWISE VERT. VERTICAL W.P. WORK POINT W.W.F. WELDED WIRE FABRIC W/ WITH pt3 037q REVIEWED FOR CODE COMPLIANCE r APPROVED FEB 0 5 2014 't‘ onbkwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 13 2013 PERMIT CENTER EST. 1892 a� Inn ow ;1.4 Vc 614-283-6500 F 0 0 CO REVISION DIRECTIVE KEY 0 Lu a: B.D. BUILDING DEPT. 0 LANDLORD: T.D.- TENANT DIRECTIVE C.) o> 0 L.L.- LANDLORD DIRECTIVE GENERAL NOTES O N O U) Lc) w U 00 Q 00aT co 00 0) =J U �O I-- a I- II J o�2W= w ZCC oowv ix w = Q U=OJ cc H co COOGn Q v) OD I— z 0 0 CCI I - z ce 0 V) 0 0 SCALE: NOTED $ /�r 13207 SHEET 11 (E) METAL STUD BRACE OP 4-0" 0, FIELD VERIFY — (E) 3 5/8" METAL STUD 16" O.C. FIELD VERIFY LAP (N) STUD W/(E) STUD (TYP.) 14GA. CLIP WITH (2) VERT. SLOTTED HOLES. ATTACH TO (EBULKHEAD * (NMETAL ) METALI N STUDS W/(2)—#12-14 TEK SCREWS. STOREFRONT SECTION SCALE: I"= 1'-0" , (4)—#10-16 TEK SCREWS, TYP. AT STUD TO STUD CONNECTION. (E) LEASE LINE t 3-5/8"x2OGA. STUDS • 16" O.C., TYP. 3-5/8"x20GA. STUDS • 16" O.C., TYP. SEE DETAIL G ON 52.2 (TYP) 14GA. CLIP WITH (2) VERT. SLOTTED HOLES. ATTACH TO (EE) BULK EAD 4 (N) METALMETAL STUDSI STUDS 1/4/(2)—#12-14 TEK SCREWS. BRACE • 4'-0" O.C. MAX. FIELD TO LOCATE BRACE TO CLEAR CEILING, SEE TYP. DETAIL ON SHEET 52.3 (E) STOREFRONT FRAMING TO BE REMOVED AS REQ'D FOR INSTALLATION OF (N) STOREFRONT FRAMING REMOVE PORTION OF(E) BULKHEAD AS REQ'D FOR INSTALLATION OF BRACING PRE—FAB WOOD LOUVER, SEE ARCH. 3-5/85x2OGA. STUD ois 16" O.C., TYP. UNO BOX BEAM SEE PLAN (4)-1$10-16 TEK SCREWS, TYP. AT STUD TO STUD CONNECTION. STOREFRONT SECTION @ WINDOWS SCALE: 1"= 1'-0" (E) STOREFRONT FRAMING (E) COLUMN (E) BOX COLUMN EAM CONNECTION OF STOREFRONT TO STRUCTURE BY STOREFRONT MFR. STOREFRONT WINDOW SYSTEM (SEE ARCH.) (E) METAL STUD BRACE • 4'-0" O.C. FIELD VERIFY (E) STOREFRONT FRAMING TO REMAIN CEILING, SEE ARCH r 1\1\1\I\l\I\!\!\I\I\I\I\I\1\1\!i X\cc\\\::,,i4c1: 00 (E) BULKHEAD LAP (N) STUD W/(E) STUD SOX BEAM SEE PLAN In 14GA. CLIP WITH (2) VERT. SLOTTED HOLES. ATTACH TO (EBULKHEAD HEAD 4 (NMETAL ) METALI N STUDS W/(2)—#12-14 TEK SCREWS. 3 5/8"x2OGA. STUD • 16" O.C. TYP. U.N.O. 7—(E) LEASE LINE SIGN BAND SEE ARCH. •+ +.‘ ++i + + + - - 1, 1- • 3 5/81x2OGA. STUD • 16" O.G. ENTRY DOORS SEE ARCH. (4)—#10-16 TEK SCREWS, TYP. AT STUD TO STUD CONNECTION. @ EA.1 STUD —14 (� SCREWS SOX SEAM SEE PLAN STOREFRONT SECTION @ ENTRY SCALE: 1"= 1'-0" • E) EAM ECEli � � // `` am ww. r -- .5 � ••• I (E) BOX COLUMNI (E) STOREFRONT FRAMING (E) COLUMN ENCLOSURE * FRAMING duo SEE TYP. SOX BEAM TO BOX COL. DETAIL ON 52.2 TYP. (4) PLACES) G SEE ARCH. FOR METAL STUD 8-1 FRAMING AT PIERS TYP. NEW STOREFRONT, SEE ARCH. COORD. W/ARCH. Lpgosgp LEASE LINE COORD. W/ARCH. COORD. W/ARCH. COORD. W/ARCH. NEW STOREFRONT, SEE ARCH. COORD. W/ARCH. PROPOSED LEASE LINE TYPICAL STOREFRONT FRAMING PLAN SCALE: 3/8" = I'-0" NOTES= - SEE SHEET S1.1 FOR STRUCTURAL GENERAL NOTES. - (E) DENOTES EXISTING CONSTRUCTION. - (E) 1st FLOOR SLAB ON GRADE - 8—X DENOTES BUILT—UP BOX BEAM. SEE TYPICAL DETAIL H ON SHEET S2.2. - C—X DENOTES BUILT—UP 50X COLUMN. SEE TYPICAL DETAIL F ON SHEET S2.2. — VERIFY ALL DIMENSIONS WITH ARCH. PRIOR TO CONSTRUCTION. EXISTING DRAWINGS WERE NOT AVAILABLE AT THE TIME OF DESIGN. EXISTING ROOF FRAMING CONSTRUCTION WAS NOT VERIFIED AT THE TIME OF DESIGN. FIELD VERIFY EXISTING ROOF FRAMING CONSTRUCTION NOTIFY ENGINEER/ARCHITECT IF DIFFERENT THAN TYPICAL DETAIL SHOWN. COLUMN BRACE. SEE DETAIL J/S2.2 TYP. ALL COLUMNS (8) LOCATIONS. REMOVE PORTION OF (E) BULKHEAD AS REQ'D FOR INSTALLATION OF BRACE :..REVIEWED FOR GDE COMPLIANCE o9 APPROVED SF! 1t FEB 0 5 2014 t, City ofTukwila BUILDING DIVISION � [3- �37L4 RECEIVED CITY OF TUKWILA DEC 13 2013 PERMIT CENTER EST. 1892 614-283-6500 0 � O o Q W OD Z Q w U U- LU W I— w CC 0 z Co W cc z 0 w cc B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE L.L.- LANDLORD DIRECTIVE ISSUE DATES M Co O LANDLORD: M 01) N r w a ci m z occ J 44( U- STOREFRONT O N 0 10;i Ln it) W U ictco 0u) . co 1) - J o;Z J° 111 J .aW= W Z CC 0o W v 2 z= w cc W = Q OJ W m0ro-� < CO (0 1— t• ,.?? r.475-fes4s%! Am?) VOir /3 13207 z 0 0 I— z Q N U) z 0 U, 0 SCALE: NOTED SHEET ++ Ti++ ++ i 00 I \\_ / / (E) BULKHEAD .✓/ L I++ + + + I++ + + ++I • +`. F# • +`. • +NI- + . ,,+ ++ +% �+ I + +, •� . +• + + •1 ++ •+ STOREFRONT SECTION SCALE: I"= 1'-0" , (4)—#10-16 TEK SCREWS, TYP. AT STUD TO STUD CONNECTION. (E) LEASE LINE t 3-5/8"x2OGA. STUDS • 16" O.C., TYP. 3-5/8"x20GA. STUDS • 16" O.C., TYP. SEE DETAIL G ON 52.2 (TYP) 14GA. CLIP WITH (2) VERT. SLOTTED HOLES. ATTACH TO (EE) BULK EAD 4 (N) METALMETAL STUDSI STUDS 1/4/(2)—#12-14 TEK SCREWS. BRACE • 4'-0" O.C. MAX. FIELD TO LOCATE BRACE TO CLEAR CEILING, SEE TYP. DETAIL ON SHEET 52.3 (E) STOREFRONT FRAMING TO BE REMOVED AS REQ'D FOR INSTALLATION OF (N) STOREFRONT FRAMING REMOVE PORTION OF(E) BULKHEAD AS REQ'D FOR INSTALLATION OF BRACING PRE—FAB WOOD LOUVER, SEE ARCH. 3-5/85x2OGA. STUD ois 16" O.C., TYP. UNO BOX BEAM SEE PLAN (4)-1$10-16 TEK SCREWS, TYP. AT STUD TO STUD CONNECTION. STOREFRONT SECTION @ WINDOWS SCALE: 1"= 1'-0" (E) STOREFRONT FRAMING (E) COLUMN (E) BOX COLUMN EAM CONNECTION OF STOREFRONT TO STRUCTURE BY STOREFRONT MFR. STOREFRONT WINDOW SYSTEM (SEE ARCH.) (E) METAL STUD BRACE • 4'-0" O.C. FIELD VERIFY (E) STOREFRONT FRAMING TO REMAIN CEILING, SEE ARCH r 1\1\1\I\l\I\!\!\I\I\I\I\I\1\1\!i X\cc\\\::,,i4c1: 00 (E) BULKHEAD LAP (N) STUD W/(E) STUD SOX BEAM SEE PLAN In 14GA. CLIP WITH (2) VERT. SLOTTED HOLES. ATTACH TO (EBULKHEAD HEAD 4 (NMETAL ) METALI N STUDS W/(2)—#12-14 TEK SCREWS. 3 5/8"x2OGA. STUD • 16" O.C. TYP. U.N.O. 7—(E) LEASE LINE SIGN BAND SEE ARCH. •+ +.‘ ++i + + + - - 1, 1- • 3 5/81x2OGA. STUD • 16" O.G. ENTRY DOORS SEE ARCH. (4)—#10-16 TEK SCREWS, TYP. AT STUD TO STUD CONNECTION. @ EA.1 STUD —14 (� SCREWS SOX SEAM SEE PLAN STOREFRONT SECTION @ ENTRY SCALE: 1"= 1'-0" • E) EAM ECEli � � // `` am ww. r -- .5 � ••• I (E) BOX COLUMNI (E) STOREFRONT FRAMING (E) COLUMN ENCLOSURE * FRAMING duo SEE TYP. SOX BEAM TO BOX COL. DETAIL ON 52.2 TYP. (4) PLACES) G SEE ARCH. FOR METAL STUD 8-1 FRAMING AT PIERS TYP. NEW STOREFRONT, SEE ARCH. COORD. W/ARCH. Lpgosgp LEASE LINE COORD. W/ARCH. COORD. W/ARCH. COORD. W/ARCH. NEW STOREFRONT, SEE ARCH. COORD. W/ARCH. PROPOSED LEASE LINE TYPICAL STOREFRONT FRAMING PLAN SCALE: 3/8" = I'-0" NOTES= - SEE SHEET S1.1 FOR STRUCTURAL GENERAL NOTES. - (E) DENOTES EXISTING CONSTRUCTION. - (E) 1st FLOOR SLAB ON GRADE - 8—X DENOTES BUILT—UP BOX BEAM. SEE TYPICAL DETAIL H ON SHEET S2.2. - C—X DENOTES BUILT—UP 50X COLUMN. SEE TYPICAL DETAIL F ON SHEET S2.2. — VERIFY ALL DIMENSIONS WITH ARCH. PRIOR TO CONSTRUCTION. EXISTING DRAWINGS WERE NOT AVAILABLE AT THE TIME OF DESIGN. EXISTING ROOF FRAMING CONSTRUCTION WAS NOT VERIFIED AT THE TIME OF DESIGN. FIELD VERIFY EXISTING ROOF FRAMING CONSTRUCTION NOTIFY ENGINEER/ARCHITECT IF DIFFERENT THAN TYPICAL DETAIL SHOWN. COLUMN BRACE. SEE DETAIL J/S2.2 TYP. ALL COLUMNS (8) LOCATIONS. REMOVE PORTION OF (E) BULKHEAD AS REQ'D FOR INSTALLATION OF BRACE :..REVIEWED FOR GDE COMPLIANCE o9 APPROVED SF! 1t FEB 0 5 2014 t, City ofTukwila BUILDING DIVISION � [3- �37L4 RECEIVED CITY OF TUKWILA DEC 13 2013 PERMIT CENTER EST. 1892 614-283-6500 0 � O o Q W OD Z Q w U U- LU W I— w CC 0 z Co W cc z 0 w cc B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE L.L.- LANDLORD DIRECTIVE ISSUE DATES M Co O LANDLORD: M 01) N r w a ci m z occ J 44( U- STOREFRONT O N 0 10;i Ln it) W U ictco 0u) . co 1) - J o;Z J° 111 J .aW= W Z CC 0o W v 2 z= w cc W = Q OJ W m0ro-� < CO (0 1— t• ,.?? r.475-fes4s%! Am?) VOir /3 13207 z 0 0 I— z Q N U) z 0 U, 0 SCALE: NOTED SHEET BOX SEAM 14GA CLIP ANGLE 411x0'-4" W/(4) #12-14 TEK SCREWS, EACH LEG, TYP. SEE TYPICAL COLUMN BRACE DETAIL + + + + 14GA. PLATE i EA. SIDE W/ ~ K # TESCREWS �- BUILT-UP BOX COLUMN BOX BEAM TO BOX COLUMN CONNECTION SCALE: NONE EXISTING DRAWINGS WERE NOT AVAILABLE AT THE TIME OF DESIGN. EXISTING ROOF FRAMING CONSTRUCTION WAS NOT VERIFIED AT THE TIME OF DESIGN. FIELD VERIFY EXISTING ROOF FRAMING CONSTRUCTION 4 NOTIFY ENGINEER/ARCHITECT IF DIFFERENT THAN TYPICAL DETAIL SHOWN. (E) METAL DECK L6x4x5/16 CONT. (LLV) W/ AT EACH BEAM SCREWS 14GA. CLIP ANGLE W/ TO AND (4)1 4 #12 24 TOLE I.kx4, TYP. NOTE: FIELD VERIFY SITE. CONDITIONS. (E) BEAM OR JOIST BRACE 4'-O" O.C. MAX. 1 BEAMS PERPENDICULAR TO STOREFRONT L4x4x14GA. W/(4) -1M-24 SELF -DRILLING SCREWS TO (E) STRUCTURE AND TO STUD4(TYP. TEK SAT REWS EA. STUD AND EACH END) BEFORE INSTALLING CLIP ANGLES, CONTRACTOR SHALL VERIFY WITH MALL MANAGEMENT THAT ATTACHMENT SHOWN IS ACCEPTABLE. NOT USED SCALE: NONE 1-1 �+ + 7-(E) METAL DECK (E) BEAM OR JOIST 6"x16GA. METAL STUD. TYP. AT EACH BRACE (4)-410-16 TEK SCREWS, TYP. NOTE: FIELD VERIFY SITE CONDITIONS. BRACE 4'-0" O.C. MAX. BEAMS PARALLEL TO STOREFRONT TYPICAL BRACING DETAIL SCALE: NONE CONNECT TO EXISTING STRUCTURE PER DETAIL C/502. 20 GA. DIAGONAL BRACE OPTIONS: pIAGONAL LENGTH - UP TO 10'-O" SINGLE 3 5/8", 20 GA. DIAGONAL 1 5/8" - VIEW A—A SPACING OF DIAGONAL BRACING STOREFRONT FRAMING - 48" O.C. MAX 44/ 9h, 1 VIEWS A -A (6) #10 SCREWS AT COLUMN STUDS CONTINUE, SEE SECTIONS T/COLUMN I STOREFRONT STUD OR BOX COLUMN TYP. STOREFRONT DIAGONAL BRACING DETAIL SCALE: NONE BUILT-UP SOX COLUMN 3-5/8"x16GA. METAL STUD THIS SIDE TO FACE EXTERIOR #10-16 TEK TYP. 6, 12" O.C. HORIZONTAL BRIDGING 4'-O' O.C. VERT. (ATTACHMENT PER MFR. REQUIREMENTS) 36" 16GA. TRACK T4B 1$10-16 TEK SCREWS 4) 12" O.C. TYP. 18 GA. TRACK W/ 1/4". x1-3/4" EMBED. CONCRETE SCREW ANCHORS • 2'-0" O.C. MAX. — 0 EXIST. SLAB L4x4x14GA CLIP ANGLE 14/(4)-#12-14 TEK SCREWS INTO COLUMN, AND (4)-1/4". x1-3/4" EMBED. CONCRETE SCREW ANCHORS TO SLAB ON GRADE NOT USED SCALE: NONE TYPICAL BUILT-UP BOX COLUMN SCALE: NONE TYPICAL PARTITION WALL BASE CONNECTION SCALE: NONE • 10"x16GA. STUDS 5/BOX BEAM SEE ARCH. —1 TYPICAL BOX BEAM/ HEADER DETAILS SCALE: NONE ESL 1892 614-283-6500 LC) Pt)O d - he O CC = oO W Z J a w B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE L.L.- LANDLORD DIRECTIVE SSUE DATES LANDLORD: M 4 N F w m 0 m METAL STUD BRACE ON BOTH SIDES OF BUILT-UP BOX COL. SEE SECTION "D" ON THIS SWEET FOR CONNECTION OF BRACE TO EXISITING STRUCTURE BUILT-UP BOX COLUMN REVIEWED FOR CODE COMPLIANCE "�`" APPROVED FEB 0 5 2014 V City of latikwila BUILDING DIVISION D l3 037/-I Cl) STRUCTURAL 0 I- 0 N 0 r Q c0 L W LLI0 QC° 0. CO CO 070 I Jz J o��W_ Lucez < mwv0 E � w cc U=0 CC1-C� W m0To-� <cncoI— • v Q F - Z ee L ce E_ N z 0 V) RECEIVED CITY OF TUKWILA DEC 13 2013 PERMIT CENTER TYPICAL COLUMN BRACE DETAIL SCALE: NONE NOT USED SCALE: NONE NOT . USED SCALE: NONE NOT USED SCALE: 1 1/2"=1'-0" -G,y; j 0% ift,\0100 IOC 13207 SHEET 2a2 LU I z Li.; J v V /