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HomeMy WebLinkAboutPermit D17-0051 - SOUTHCENTER MALL - DIGITAL SIGNSSOUTHCENTER MALL DIGITAL SIGNS 2800 SOUTHCENTER MALL D17-0051 0 City of Tukwila 0 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 DEVELOPMENT PERMIT Parcel No: 3597000150 Permit Number: D17-0051 Address: 2800 SOUTHCENTER MALL Issue Date: 5/2/2017 Permit Expires On: 10/29/2017 Project Name: SOUTHCENTER MALL - DIGITAL SIGNS Owner: Name: Address: Contact Person: Name: „ WA, WAYNE JOHNSON Address: 2800 SOUTHCENTER MALL , TUKWILA, WA, 98188 Contractor: Name: 1 E M CONSTRUCTION INC Address: 29506 8TH AVE S , ROY, WA, 98580 License No: JEMCOI*033DD Lender: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD, CA, 92013 Phone: (206) 225-1847 Phone: (253) 843-2765 Expiration Date: 5/15/2017 DESCRIPTION OF WORK: INSTALL INFRASTRUCTURE TO ACCOMMODATE THE STRUCTURAL SUPPORT, POWER AND DATA FOR 10 FLOOR - MOUNTED DIGITAL ADVERTISING SIGNS IN THE PUBLIC CONCOURSE AREAS OF THE MALL. Project Valuation: $132,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: Fees Collected: $3,097.26 Occupancy per IBC: M Water District: Sewer District: Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 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: 0 0 Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: ,1.JL.J; ._�[� IJ/� Date: I hearby certify that I have read and examined this permit and know the .me to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: V\n"...kX c� Print Name. t ttti f1�l�l l.i��� Date: 51Z/1'� This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 0 o 8: 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. 9: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0201 FOOTING 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 0412 UNDERFLOOR FRAMING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. 0051 Date Application Accepted: Date Application 'Expires: 031/30 -a1//3117 (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 Site Address: 2800 Southcenter Mall Tenant Name: Westfield PROPERTY OWNER Name: Wayne Johnson Name: WEA Southcenter LLC city,rude44 I uk State: 1ktock_ Zip: 4 g) g Address: 2800 Southcenter Mall Address: City: Seattle State: WA Zip: 98188. CONTACT PERSON — person receiving all project communication Name: Wayne Johnson Address: 22,0a ,c uAce city,rude44 I uk State: 1ktock_ Zip: 4 g) g Phone- 1-6 ...2_2,s^ l d_i - Fax: Address: Email: wjohnson@westfield.com GENERAL CONTRACTOR INFORMATION Company Name.: Architect Name: Elisha English Address: 2049 Century Park East, 41st Floor City: Los Angeles State: CA Zip: 90067 Address: Email: eenglish@westfield.com IbC30 5CSc Cit': El Monte State: CA City: State: Ci Zip: Phone: - Fax: Yom: '1 ea Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 .docx Revised: August 2011 bh King Co Assessor's Tax No.: 2—t,2-� 7t0 Suite Number: Floor: New Tenant: ❑ Yes ®..No ARCHITECT OF RECORD Company Name: Westfield Architect Name: Elisha English Address: 2049 Century Park East, 41st Floor City: Los Angeles State: CA Zip: 90067 Phone: (310) 478-4456 Fax: Email: eenglish@westfield.com ENGINEER OF RECORD Name:YA Company Name: ANF & Associates Engineer Name: Danny Yu Address: 9420 Telstar Ave, Suite 118 IbC30 5CSc Cit': El Monte State: CA Zip: 91731 Phone: (626) 448-8182 Fax: Ci Email: dannyyu@anfstructural.com State(A�tA- LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) - ' Name:YA &.---LD Address IbC30 5CSc -C e_ (� 6-1-1- - Ci lie 11Jl�./� State(A�tA- Yom: '1 ea Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 132,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Install infrastructure to accommodate the structural support, power and data for 10 floor -mounted digital. advertising signs in the public concourse areas of the mall. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers Ij Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\20 II Applications\Permit Application Revised - 8-9-1I.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 1s` Floor `®--- 5—C1:S M` 2"a Floor . 3rd Floor I 15 1-1 Floors thru Basement Accessory Structure* Attached Garage • Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers Ij Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\20 II Applications\Permit Application Revised - 8-9-1I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline CI ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ l ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way El Non Right-of-way El ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis El ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor El ...Cap or Remove Utilities ❑ .. Curb Cut El .. Channelization El ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection -- Irrigation -- Domestic Water " El ...Permanent Water Meter Size... 77 WO # ❑ ...Temporary Water Meter Size .. 17 WO # ❑ ...Water Only Meter Size 71 WO # ❑ ...Deduct Water Meter Size " 0 ...Sewer Main Extension Public El Private ❑ ❑ ...Water Main Extension Public ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) El ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City Slate Zip H:\Applicationst.Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN OR AUTHORIZED GENT: x.111 -,arc- G .. ctal Signature: Print Name: Mailing Address: 2000 50.ttL Date: 3.13. Day Telephone: 2-""% 22-5, 18 Y7 "rIAK-itAiLik IN1le 221 City State Zip N:\ApplicationsWorms•Applications On Line'.201 I Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PAID PermitTRAK o $2,642.44 D17-0051 Address: 2800 SOUTHCENTER MALL Apn: 3597000150 $2,642.44 DEVELOPMENT $2,551.48 PERMIT FEE R000.322.100.00.00 0.00 $1,819.27 PLAN CHECK FEE R000.345.830.00.00 0.00 $727.71 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $90.96 TECHNOLOGY FEE R000.322.900.04.00 0.00 $90.96 TOTAL FEES PAID BY RECEIPT: R11400 $2,642.44 Date Paid: Tuesday, May 02, 2017 Paid By: J E M CONSTRUCTION INC Pay Method: CHECK 15090 Printed: Tuesday, May 02, 2017 12:58 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila Receipt Number I R11070 DESCRIPTIONS QUANTITY PAID $454.82 $454.82 $454.82 $454.82 $454.82 PermitTRAK D17-0051 Address: 2800 SOUTHCENTER MALL Apn: 3597000150 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11070 R000.345.830.00.00 0.00 Date Paid: Monday, March 13, 2017 Paid By: WESTFIELD Pay Method: CHECK 1000264 Printed: Monday, March 13, 2017 4:22 PM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: `� la7A iY /MIL Type of Inspection: ' j.10 4-b ATB- _ Address: oO S&IillegAliriK ivoia Date Called: Special Instructions: b) G•1l'FL, ci6Aj Date edm tel p.m. Reque er: Phone- - 5111 - Z—W . Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 7 Date a/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D17 -t i 'I Project: ii i � Type spection: AZ' Address: Zoo Sonicouraz ®ifs Date Called: Special Instructions: ilZ. ���� Date Wanted: l �j �( / '% !. P• . Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: At d_ _ Date:/f/. 7 i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: r -10E.r JELL Type of Inspection: z`` i - E% AP eau Address: 2&0 Scon-re6ifee �1, a Date Called: ! Special Instructions: 1t. S iezA S 'l�/A Date Wante rLi / j . Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Dattii REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1.14 INSPECTION RECORD Retain a copy with permit 1)/7 OtS PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pray: lac m Address: 2 a7 .eimie6=v-rere Special Instructions: 1b. kkr L V&A' Type of Inspection: 4C—G Date Called: Date Wanted• 4 Requeste Phone No: 7 I Approved per applicable codes. L_J Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSP CTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION( 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: !�'1 iALL Type of Inspection: U11.9b. LG ie 1 -RA- li% Z Address: Date Called: Special Instructions: �i7r�c. �� 6S Date Wante 5 4i7 Requester: Phone No: 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 41/4 - Inspector: /'r Date: „%'j `7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 07n4c&'ie MAU T e of �I spection: Type o regu f- SiZeC. - 066.6 Address:��,,+� r ,nq� !� fi1i 1 f o!Y~ LL - Date Called: Special Instructions: IM -int. CierA& Date Wanted m. .S 4/7 Requester Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 0- m m = P- 8 . m 0 0 m 0 0 3 0 O co m N 0( N 0' (D c r c m m 0 3 3 CD N —4 0 "-% /(7(((777(4(//7//////////l/(7.7&////(77/a47 #:''a 245 2145 0 D m n o 8-1 DI 3 3 z o 1650 2145 0 D m n o a„ m � o T 0 D Gfl 1VfEIG ltads3 8 e cc e E 0 2090 • • C [7] r • • • 2130 • 0 0 • • • • • • •• 0 CO 0 8 J1 • ) .i! 7 \ PUDDLE WELD TYP 998,9 BOTTOM GLASS SUPPORT \ \ i # !r ,& S, )§ « g. 77 j ` :4. � a m o � m GI cc all 1vii is llad53 10 43,5 S O 2 r 4 d r 9, N 3 Z _ 0 D q r H 0 m 3 7 m 8 irru _ H s I<' m Z_ N m P� Si 93,5 10 co n taN 1.4 cc 0 0 rn QLl 1V1IEI4 II& S 8 5px 5 e 117,75 1895,5 LEIGTH OF PERFORATED 5IDE5 101 2133,5 T' m r 0 s Q V Eg -o € 73 F; Z Z m nm A Ca a Tz m m rn C m 0 • • O ." .Ti Z 2 1 G) w Vf O m U, y 5 C) cc 011 1VfIJI01R1dS3 30 c O r m L 2 0 20 3 3 3 z PA n 0 0 0 � v 0 L1 e 190 of i u 0 8 8 8 91. 0 1 g 8 3 00 0 0 n- - 0 • • �••o • •0 O 0 • 0• • 0• 0 • • 0 00 0 0 275 275 D w 17,5 0 0 00 0 0 0 0 0 00 •• ' MI ..• o • '0 . • 0 I o 0 • 00 0 0 D w 17,5 0 0 nan cc 0 0 x N3A0D O1VON H3M0d 110 0 0 0 0 r 3 O 3 0 y 3 e 0 1,5 168 • 36,3 • D O D 0 0 77 0 0 0 p 9 0NI013M ON 1N0I1 010J O 0 16918.16 ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS RECEIVED CITY OF TUKWILA MAR 13 2017 For PERMIT CENTER Westfield Southcenter Project Next Client Westfield Design & Construction 2049 Century Park East, 41st Floor Century, City, CA 90067 (310) 478-4456 bL3cogJ REVIEWED FOR CODE COMPLIANCL APPROVED APRT 2 8 2017 9420 Telstar Avenue, Suite 118, El Monte, California 91731 Tel: (626) 448-8182 Fax: (626) 448-8092 Email: anf1688@pacb City of Tukwila ,WILDING DIVISION i ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 E-mail: anf1688�a pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 bepo D lAft 4141' b6s Orz. c..,e-rte Loho ,p w cps 17(0 % cv HINJ E JOB NO ("?/� tt� BY C� �i DATE SH. OF 4moi r LeA- e 64 -se moo r v LN' Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 Consulting Structural Engineers E-mail: anf1688pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 JOB No (67Ga BY DATE SH. OF f2aiiirPNI c Woo1 lot 116 2 f tt IL(1 ecr Mme. AE06.-44 , „ xr 411- p = , of Z ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 E-mail: anf1688pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 JOB NO. ( 7 I BY R`� DATE SH. OF Al\i6-ktexl- 5c4,--es1J - 4 -r-etvet-, et -3 tiM5e rt. c5F P/41 -7A -L_ g (,4M 19S4-- #7.- 0'4'1)(5-1"V/4e-1N tr. p 51 4 161LsfsK A-tvt cbANto c e , '1(4) (( c9)((' 1--21C* r Pairs ¢D 4 D 'scP .44 .40E7 ( 51,1c,7771 4. 00Z OT 9(1 ST ESPRIT DIGITAL LTD i ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 r (e$ W E-mail: anf1688(a pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 i. - tI - 2-e,P ( >A41241-1S-ri., P .. (r;. Jos No f 1j6 aro BY D y DATE Si -i. OF ` - " 6--i-tis(-- ; 11,10 ARCHITECTS ORANGE To: Bill Rambo, Permit Technician City of Tukwila, WA Re: Plan Check corrections Plan Check No: D17-0051 — Digital signs Comment 1: Provide sign cabinet and construction material details, Response: See shop drawings attached. Comment 2: 20' separation to any other kiosk per IBC 402.6 Response: In accordance to the code commentary IBC interpretation No. 15.07, the 20 feet minimum horizontal separation between kiosk and other (similar) structures is not required for signs. Other structures such as benches, planters, signs, and noncombustible elements that do not pose a fires exposure hazards are permitted to be located within the 20 foot horizontal separation distance. All clearances for tenant storefront and means of egress are maintained. Comment 3: Clarify distances at unit SCR/1-ELD0006. Response: See attached drawing for relocation. Robert Budetti. Partner CORRECTION LTR# 9401 REGISTERED ARCHITECT RO[3ERT P, BLIDETTI, ,IR. STATE OF WASHINGTON brioosi RECEIVED CITY OF TUKWILA APR 20 2017 PERMIT CENTER 144 North Orange Street • Orange CA 92866 • Tel 714 639 9860 • Fax 714 639 5286 INTERNATIONAL BUILDING CODE CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 402.10, ITEM 3 IBC Interpretation No. 15-07 2006 Edition Issued 09-27-2007 BU_06_15_07 402.10 Kiosks. Kiosks and similar structures (temporary or permanent) shall meet the following requirements: 1. Combustible kiosks or other structures shall not be located within the mall unless constructed of any of the following materials: 1.1. Fire -retardant -treated wood complying with Section 2303.2. 1.2. Foam plastics having a maximum heat release rate not greater than 100kW (105 Btu/h) when tested in accordance with the exhibit booth protocol in UL 1975. 1.3. Aluminum composite material (ACM) having a flame spread index of not more than 25 and a smoke -developed index of not more than 450 when tested as an assembly in the maximum thickness intended for use in accordance with ASTM E 84. 2. Kiosks or similar structures located within the mall shall be provided with approved fire suppression and detection devices. 3 The minimum horizontal separation between kiosks or groupings thereof and other structures within the mall shall be 20 feet (6096 mm). 4. Each kiosk or similar structure or groupings thereof shall have a maximum area of 300 square feet (28 m2). REFERENCED SECTION: 402.5.1 Minimum width. The minimum width of the mall shall be 20 feet (6096 mm). The mall width shall be sufficient to accommodate the occupant load served. There shall be a minimum of 10 feet (3048 mm) clear exit width to a height of 8 feet (2438 mm) between any projection of a tenant space bordering the mall and the nearest kiosk, vending machine, bench, display opening, food court or other obstruction to means of egress travel. • • • • • • • • • • Q: In accordance with the provisions of Item 3 of Section 402.10 of the International Building Code, The minimum horizontal separation between kiosks and other structures within the mall shall be 20 feet. Does `other structures" include building elements such as structural columns, building features and furnishings such as noncombustible landscape planters, benches, fountains and noncombustible freestanding signs and displays? A: No. The intent of the 20 -foot minimum horizontal separation between kiosks and other (similar) structures, as required in Item 3 of Section 402.10, is to minimize the potential for the spread of fire from kiosks located within the mall to other kiosks or other structures also located within the mall with similar fire exposure hazard. Other structures such as benches, planters and noncombustible elements that do not pose a fire exposure hazard equivalent to that of the kiosks are permitted to be located within the 20 -foot horizontal separation distance. The requirements in Item 3 of Section 402.10 address the spread of fire and apply to kiosks and other similar structures located within the mall. This separation distance is not specifically related to the minimum width requirements of Section 402.5.1. The requirements in Section 402.5.1 provide the minimum width for means of egress and would include elements such as landscape planters, benches, fountains and noncombustible freestanding signs and displays. RECEIVED CITY OF TUKWILA APR 2 0 2011 PERMIT CENT e1of1 March 28, 2017 0 City of Tukwila Department of Community Development WAYNE JOHNSON 2800 SOUTHCENTER MALL TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0051 SOUTHCENTER MALL - DIGITAL SIGNS - 2800 SOUTHCENTER MALL Dear WAYNE JOHNSON, Allan Ekberg, 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: KC ELLIS at (206)-431-3677 if you have questions regarding these comments. • Provide sign cabinet and construction material details, 20' separation to any other kiosk per IBC 402.6.2, and clarify the distances at unit SCR/1-ELD0006. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted. with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted 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. D17-0051 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORDCOPY- PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0051 DATE: 04/20/17 PROJECT NAME: SOUTHCENTER MALL - DIGITAL SIGNS SITE ADDRESS: 2800 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator tio PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/25/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/23/17 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 g,ERMIT C00RD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0051 DATE: 03/13/17 PROJECT NAME: SOUTHCENTER MALL -DIGITAL SIGNS SITE ADDRESS: 2800 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: yzE Building Division II 3,16) NA' 4 Public Works M kf 31$17L.iv$ Fire Prevention j Planning Division Structural Permit Coordinator II PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/14/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) DUE DATE: 04/11/17 n Notation: REVIEWER'S INITIALS: DATE: !Permit Center Use Only CORRECTION LETTER MAILED: ''S -47i3-1 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 0 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tulcwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: VA -cif 7 Plan Check/Permit Number: D17-0051 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Southcenter Mall — Digital Signs Project Address: 2800 Southcenter Mall Contact Person: J aihq-/,S(n ci Phone Number: `Lr-) G - 2-25 -/ `8 ei 7 Summary of Revision: -y/566 /1Z-1-- 2 - RECEIVED CITY OF TUKWILA APR 2 0 2017 Sheet Number(s): 2•/— 2 -- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on PERMIT CENTER \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: J E M CONSTRUCTION INC Home Espanol Contact Safety & Health Claims & Insurance CWashington State Department 9f ,0 Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My 1,8z1 Workplace Rights Trades & Licensing J E M CONSTRUCTION INC Owner or tradesperson Principals MILLER, JAMES E, PRESIDENT Doing business as J E M CONSTRUCTION INC WA UBI No. 601 770 782 29506 8TH AVE S ROY, WA 98580 253-843.2765 PIERCE County Business type Corporation Governing persons JAMES E MILLER LORI K MILLER; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. JEMCOI.033DD Effective — expiration 03/04/1997— 05/15/2017 Bond ................. CBIC Bond account no. SA7695 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 03/19/2002 03/01/2002 Expiration date Until Canceled Insurance American States Insurance Co $1,000,000.00 Policy no. 01C12205496 Received by L&I Effective date 03/23/2017 04/16/2015 Expiration date 04/16/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601770782&L IC=JEMCOI* 03 3DD&SAW= 5/2/2017 J E M CONSTRUCTION INC L&I Tax debts No L&I tax debts are recorded for this contra,__r license during the previous 6 year period, but some o _.s may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 968,907-00 Doing business as J E M CONSTRUCTION INC Estimated workers reported Quarter 1 of Year 2017 "4 to 6 Workers" L&I account representative T2 / SUSAN BETTS (360)902-4828 - Email: BETT235@Ini.wa.gov Account is current. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 ©Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601770782&LIC=JEMCOI*033DD&SAW= 5/2/2017 SOUTHCENTER 2800 Southcenter Mall Seattle, WA 98188-2888 DIGITAL ADVERTISING SCREENS RE Si NS No chane? ATT: to the scope cfi ,!0,:-": ,ith approval of nvison NOTE: P..,,,v sions ray uir a naw plan submW!l and may inc de additional plan review fees SEPARATE: E freKicnancal uet Eteci;ical i�P;umbjna IiirGas Piping . 8 ! City o; TL:!,::-:!- - l F I _ .. t .. �.l i Lt•CC to ca ;,i3 rove'.$.1 Ld,� cors r :i viT C,Ltcuiitenrts does F bi b: d t. V m violation of a ry adopted code or crdi7nnce. Ra -t Ciiy cf ` , ..,„!a BUILDING DIVISION SOUTHCENTER PROJECT DATA Project Address: 2800 Southcenter Mall Seattle, Washington 98188-2888 Project Name: Westfield Project Next Digital Advertising Screens Owner: Westfield Corporation 2049 Century Park East, 41st Floor Los Angeles, CA 90067 Project Contact: Wayne Johnson, Westfield email: wjohnson@westfield.com Architect: Westfield Design & Construction 2049 Century Park East, 41st Floor Los Angeles, CA 90067 (310) 478-4456 Structural Engineer: ANF & Associates 9420 Telstar Ave, Suite 118 El Monte, CA 91731 (626) 448-8182 Telecommunications Engineer: JBA Consulting Engineers 5155 W. Patrick Lane Las Vegas, NV 89118 (702) 362-9200 X X APPLICABLE CODES Commercial Building Washington State Building Code, International Building Code 2015 Edition Electrical The Washington Cities Electrical Code, National Electrical Code (NFPA 70) 2014 Edition X CODE ANALYSIS Construction Type IIB Number of Stories Above Grade 2 Covered Mall Building (Y/N) Yes Fully-Sprinklered (Y/N) Yes Fire Alarm (Y/N) Yes Building Area Not Limited Primary Occupancy Classification Mercantile M X031 PROJECT DATA A0111-1 SOUTHCENTER DRAWING INDEX 01-23-2017 ISSUE FOR BID NXT-001 01-30-2017 ADDENDUM 1 NXT-0O2 02-08-2017 ADDENDUM 2 NXT-0O3 02-17-2017 ISSUE FOR PERMIT NXT-004 ARCHITECTURAL A0.1-1 COVER SHEET/ DRAWING INDEX X X X X A2.1-1 FLOOR PLAN - L1 X X X A2.1-2 ENLARGED PLAN - L1 X X X A2.2-1 FLOOR PLAN - L2 X X A2.2-2 ENLARGED PLAN - L2 X X A3.1-1 TYPICAL DETAILS X X STRUCTURAL S1.0 1ST FLOOR PLAN X X S2.0 2ND FLOOR PLAN X X ST1 STRUCTURAL DETAILS X X X TELECOMMUNICATIONS T0.0-0 TELECOMMUNICATIONS COVER SHEET X X T0.0-1 FACEPLATE AND WIRING DIAGRAMS X T0.0-2 FIBER CONNECTION AT SIGN DIAGRAMS X T1.1-1 TELECOM SITE PLAN X T2.1-1 TELECOM PLAN - L1 X X T2.2-1 TELECOM PLAN - L2 X T6.0-0 INSTALLATION DESIGN DETAILS X T7.0-0 FIBER CONNECTION DIAGRAM X 021 DRAWING INDEX A0.1-1 PROJECT DESC �IPTIO\ INSTALL INFRASTRUCTURE TO ACCOMMODATE THE STRUCTURAL SUPPORT, POWER AND DATA FOR FLOOR -MOUNTED DIGITAL ADVERTISING SCREENS AT SELECT LOCATIONS IN THE COMMON AREA OF THE MALL. GE\EAL � OTES RECEIVED CITY OF TUKWILA MAR 13 2017 PERMIT CENTER 1. COMPLY WITH ALL LOCAL BUILDING CODES AND ACCESSIBILITY REQUIREMENTS. 1 COORDINATE COMPLIANCE WITH AUTHORITIES HAVING JURISDICTION. Codes Ec{rl7ar., = Zd 15- 2. S 2. MAINTAIN MINIMUM 1O'-0" CLEAR BETWEEN NEW DIGITAL ADVERTISING SCREENS AND - ADJ ACENT TENANT STOREFRONTSI TFNAN IOSKS, OR TE T MERCHANDISING CARTS, (CAL,k _ 3. USE EXISTING ELECTRICAL FLOOR BOXES WHERE NEW DIGITAL ADVERTISING SCREENS ARE REPLACING EXISTING ADVERTISING PANELS OR MALL DIRECTORIES. 4. ALL ELECTRICAL WORK TO BE PERFORMED BY A LICENSED ELECTRICIAN. REFER TO TELE -DATA DRAWINGS FOR ELECTRICAL BOX SPECIFICATIONS AND TYPICAL FLOOR BOX CONNECTION DETAIL. 5. COORDINATE EXTENT OF PARTIAL DEMOLITION AND REPLACEMENT OF ARCHITECTURAL FLOOR, WALL & CEILING FINISHES WITH THE ROUTING OF TELE -DATA CABLING AND, IF NECESSARY, ELECTRICAL POWER. CONCEPTUAL ROUTING IS SHOWN ON THE TELE -DATA DRAWINGS BUT ALL ANAL ROUTING IS TO BE COORDINATED WITH WESTFIELD CONSTRUCTION MANAGEMENT FOR FINAL IMPACT TO ARCHITECTURAL FINISHES. 6. VENDOR FOR DIGITAL ADVERTISING SCREEN TO PROVIDE BASE PLATE TEMPLATE FOR LAYOUT AND INSTALLATION OF STRUCTURAL ANCHORS AND POWER / DATA FLOOR BOXES. EXISTING ELECTRICAL FLOOR BOXES MAY REQUIRE LOCATION ADJUSTMENTS TO COORDINATE WITH OPENING LOCATIONS IN THE BASE PLATE. 7. VERIFY THE EXISTING FLOOR IS LEVEL WITHIN THE AREA OF THE BASE PLATE AT ALL EXISTING LOCATIONS. IF NECESSARY, LEVEL THE EXISTING FLOOR BY REMOVING FLOOR TILE AND ADJUSTING SLOPE AS NECESSARY. MAINTAIN COMPLIANCE WITH ADA: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20; THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. 8. AT SLAB -ON -GRADE CONDITIONS, TRENCH EXISTING CONCRETE SLAB FOR ROUTING NEW ELECTRICAL CONDUITS. MATCH THICKNESS AND CONSTRUCTION OF EXISTING SLAB, TYPICAL br3oosI A0.1-1 PROJECT DESCRIPTION & NOTES SOUTHCENTER WESTFIELD DESIGN & CONSTRUCTION 2049 Century Park East, 41st Floor Los Angeles, California 90067 310 478 4456 310 478 4468 Telephone Facsimile THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 9401_ REGISTER APCIif ROBERT P. RUDE T T,, JR. STATE OF WASHINGTON Consultants PROJECT NEXT Package No. Revision Date A01-23-2017 ISSUE FOR BID 0 01-30-2017 ADDENDUM 1 A02-08-2017 ADDENDUM 2 Q 02-17-2017 ISSUE FOR PERMIT n n A A n n A n A A A A Sheet Title COVER SH VIEWED FOR DE COMPLIANCE APPROVED Job No. Date APR 2 8 2017 City of Tukwila .1 (VISION Scale AS TR A0.1-1 PATH: C: \Users\DB0706\appdata\local\temp\AcPublish_2676\SCR_cover.dwg DATE: 03/03/17 5:27pm A2.1-2 02 A2.1-2 A2.1-2 SCR/1 -ELD0008 SCR/1 -ELD0001 SCR/1 -ELD0002 SCR/1 -ELD0003 Il mutiIIIIuI swim Its 11111111W111h1 •inhi }(E)STAIRS C.) z z W V VOID MAINTENANCE SHOP PUBLIC CORRIDOR SEAFOOD CITY fel) 4 of 4 SEAFOOD CITY (aBEE) 3 OF 4 C, z 0 NORDSTROM 3 LEVELS 165,900sf 4 LEVELS 258 944sf • CONNECT PLAY N 4TALIC ZAGG INVISIBLE SHIELD THE H PERFUME PARADISE PA MAUI *..+ : IONS DEEP SEA COSMEIICS JCPenney zz U CONCIERGE MEN E5 5 BOFA mnnIIUU II;I11111 ail 311. 1230 PLAY SPACE UTO IIDIR NG DE1 1310 co SigAIRS 3 LEVELS 174,630sf v 0- M a Si 455 SCR/1 -ELD0007 PATI PR2 PATIO PR3 I AM THE DESIGNER/ OWNER IN RESPONSIBLE CHARGE OF THIS TENANT IMPROVEMENT PROJECT. I HAVE INSPECTED THE SITE/ PREMISES AND DETERMINED THAT EXISTING CONDITIONS ARE IN FULL COMPLIANCE WITH CURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW. `/� PRINT NAME: RAY MARTER SIGNATURE: C '9"- DATE: 02/17/17 I AM THE DESIGNER/ OWNER IN RESPONSIBLE CHARGE OF THIS TENANT IMPROVEMENT PROJECT. I HAVE INSPECTED THE TOILET AND BATHING FACILITIES FOR MEN AND WOMEN, AND DETERMINED THAT EXISTING CONDITIONS ARE IN FULL COMPLIANCE WITH CURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW. PRINT NAME: RAY MARTER SIGNATURE: DATE: 02/17/17 IF THE CITY BUILDING INSPECTOR DETERMINES NON-COMPLIANCE WITH ANY ACCESSIBILITY PROVISIONS, A COMPLETE AND DETAILED REVISED PLAN CLEARLY SHOWING ALL EXISTING NON -COMPLYING CONDITIONS AND THE PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY REQUIREMENTS (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC) WILL BE SUBMITTED TO THE DEPARTMENT FOR REVIEW AND APPROVAL. PRINT NAME: RAY MARTER SIGNATURE: DATE: 02/17/17 4 4 _y1 A2.1-2 SCR/1 -ELD0006 A2.1-2 SCR/1 -ELD0005 4 N b 4 A2.1-2 b4 SCR/1 -ELD0004 3 LEVELS 272,267sf 44 RECEIVED CITY OF TUKWILA MAR 13 2017 PERMIT CENTER brT 0091 WESTFIELD DESIGN & CONSTRUCTION 2049 Century Park East, 41st Floor Los Angeles, California 90067 310 478 4456 310 478 4468 Telephone Facsimile THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. ROBERT P. BUDE 11 I, JR. STATE OF WASHINGTON Consultants PROJECT \EXT Package LEGEND: CENTER LINE/ MID POINT OF PROJECT NEXT UNIT 0' CLEAR TYP. No. Revision Date A01-23-2017 ISSUE FOR BID 4\ 02- P;-2017 ADDENDUM 2 Q 02-08-2017 ADDENDUM 2 Q02-17-2017 ISSUE FOR PERMIT Sheet Title FLOOR PLANEIJWEL FOR CODE COMPLIANCE APPROVED Job No. XXX D 1VI7/20* APR 2 8 2017 • City of Tukwi ILDING A2.1-1 I• \ w....+n.,i\ 1 o,,, t,...+ ni.w+\ roc nwr..\ c..o a+ti,.,,ti+..,\ cro A') +—+ , .... n A TC• SO.T C-\TFR WESTFIELD DESIGN & CONSTRUCTION 2049 Century Park East, 41st Floor Los Angeles, California 90067 Telephone 310 478 4456 Facsimile 310 478 4468 THF, Tl J, N =t. I`.::T2:.'uE':T: ;;ET iCE, IS THETHE HITECT •.0 tI�Y UT c1E =:E- .E"%'•.iiH:I.,T THE '.H.: SOUTHCENTER 1.1 1111 NtnmuL'R ! 1 mmm11unm> i l 111111111 limnm mith'111in mmmn: mmiil nmmi —.41 111111/A11111111111111111111 D"iI111IIIIIIIIIllhIIhP!I WESTFIELD DESIGN & CONSTRUCTION 2049 Century Park East, 41st Floor Los Angeles, California 90067 310 478 4456 310 478 4468 Telephone Facsimile THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. REGISTER ARCH NORDSTROM 3 LEVELS macy*s 4 LEVELS ROBERT P. BUDET i I, JR. STATE OF Iasi -111\1070N Consultants JCPenney PROJECT NEXT Package A2.1-2 SCR/2-ELD0009 SCR/2-ELD001 0 CENTER LINE/ MID POINT OF PROJECT NEXT UNIT DN TO Lt SEAM 3 LEVELS DONUT CHAMP DN TO L SFC11 S2240 ROOF BELOW ROOF BELOW WESTFIELD MANAGEMENT OFFICE ROOF BELOW No. Revision Date A01-23-2017 ISSUE FOR BID 01-30-2017 ADDENDUM 1 002-08-2017 ADDENDUM 2 Q02-17-2017 ISSUE FOR PERMIT 0 n A A A n n n A n n n n A A n n n n n A A Sheet Title FLOOR P REVIEWED FOR D COMPLIANCE PROVED MAR 13 2017 APR 2 8 2017 City of Tukwila BUILDING DIVISION PERMIT CENTER Job No. mac Date lUn/ Scale T -41Y-0' A2.2-1 nl• \ wnn4fled .l\ 17_F int Orn in.•+ 11/41 w+\ nz nwrn\ Cn .iL.rnnin.\ cuCCT\ crP AO 7_1 elm" f AT . roc /n1 /77 F. 117n... ALIGN W/ HANDRAIL LEASELINE, TYP. LEASELINE, TYP. 19'-7" CLEAR NOTE: RE -PURPOSE EXISTING FLOOR BOX 2.2-2 ENLARGED PLAN - SCR/2-ELD0010 2.2-2 ENLARGED PLAN - SCR/2-ELD0009 estfi'elcf SOUTHCENTER WESTFIELD DESIGN & CONSTRUCTION 2049 Century Park East, 41st Floor Los Angeles, California 90067 310 478 4456 310 478 4468 Telephone Facsimile THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 9401 REGISTER ARCMi- ROBERT P. BUDETTI, s I, JR. STATE OF WASH1N T Q 1 Consultants PROJECT \EXT Package LEGEND: CENTER LINE/ MID POINT OF PROJECT NEXT UNIT No. Revision Date A01-23-2017 ISSUE FOR BID A01-30-2017 ADDENDUM 1 002-08-2017 ADDENDUM 2 Q02-17-2017 ISSUE FOR PERMIT A A A n n A n A A n A A A A A A A n A A A n Sheet Title EN cE W* FO LTA' APPROVED APR 2 8 2017 Job No. City of Tukwila RI 11( DING RIvi 111_, Date 1/17/206 Scale T-50'-0' A2.2-2 Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 System No. W -L-5257 ANSI/UL1479 (ASTM E814) CAN/ULC S115 F Ratings -1 and 2 Hr (See Item 1) F Ratings -1 and 2 Hr (See Item 1) T Ratings — 0 and 1 Hr (See Items 1 and 3) FT Ratings — 0 and 1 Hr (See Items 1 and 3) L Rating At Ambient — 4 CFM/sq 4 ft (See Item) FH Ratings —1 and 2 Hr (See Item 1) L Rating At 400 F — Less Than 1 CFM/sq ft (See Item) FTH Ratings — 0 and 1 Hr (See Items 1 and 3) W Rating — Class 1 (See Item 4) L Rating At Ambient — 4 CFM/sq ft (See Item) L Rating At 400 F — Less Than 1 CFMIsq ft (See Item) A 1. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (122 cm) wide, with square or tapered edges. Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 8 in. (203 mm). The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. The hourly T, FT and FTH Ratings of the firestop system are 1 hr for 2 hr fire rated walls and 0 hr for 1 hr fire rated walls. 2. Through Penetrant — One metallic pipe or tube to be installed eccentrically or concentrically within the firestop system. Pipe or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of metallic pipes and tubes may be used: A. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. B. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. C. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. D. Copper Tube — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tube. 3. Pipe Covering* — Min 1 in. (25 mm) to max 1-1/2 in. (38 mm) thick hollow cylindrical heavy density (3.5 pcf or 24 kg/m3) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory -applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. The annular space between the insulated pipe and the periphery of the opening shall be min 0 in. (point contact) to max 7/8 in. (22 mm). When pipe covering material thickness is less than 1-1/2 in. (38 mm), the T, FTand FTH Ratings are 0 Hr. See Pipe Equipment Covering — Materials— (BRGU) Category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At point contact location, min 1/2 in. (13 mm) diam bead of fill material applied at insulated metallic pipe/wall interface on both surfaces of wall. L Ratings apply only when FS -One Sealant is used. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS -One Sealant, FS -ONE MAX Intumescent Sealant, CFS -S -SIL GG Sealant, CP 606 Sealant or CP 601S Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. DETAIL TERMINATE FIBER INTO ENCLOSURE PANEL; SEE SPECIFICATION MANUAL FIBER OPTIC CABLE FLOOR BOX - SEE DETAIL 3 ON THIS SHEET SCALE: 1-1/2"=V-0" CONNECTION TO WESTFIELD EQUIPMENT INSIDE IDF CABINET BY WESTFIELD IT VENDOR TYPICAL EXISTING WESTFIELD IDF CABINET CAT6 CABLES DETAIL SCALE: ALL NEW EQUIPMENT INSIDE IDF CABINET BY WESTFIELD IT VENDOR COORDINATE ROUTING WITH CONSTRUCTION MANAGER FIBER OPTIC DETAIL REF. DETAIL 1 ON T0.0-1 COPPER DETAIL REF. DETAIL 2 ON T0.0-1 CONNECTION TO WESTFIELD EQUIPMENT INSIDE IDF CABINET BY WESTFIELD IT VENDOR 1-1/2"=V-0" 12 TYPICAL EXISTING WESTFIELD IDF CABINET ALL NEW EQUIPMENT INSIDE IDF CABINET BY WESTFIELD IT VENDOR TERMINATE CAT6 CABLES INTO ENCLOSURE PANEL; SEE SPECIFICATION MANUAL LOOP CABLES MIN. 12' AT ENCLOSURE PANEL, SUFFICIENT SO CABLES CAN BE TERMINATED INTO SWITCH INSIDE EXISTING IDF CABINET IN THE FUTURE IF REQUIRED. PENETRATION FIRESTOPPING DETAIL SCALE: NOT TO SCAL DATA CABLING DIAGRAM SCALE: 1" CHAMFER (IYP.) \ cc U • m 0m II R • EirjCD ;70 - II N w w co 1 3'-9 1/2" " CURB EXTEND POWER & DATA CONDUITS ABOVE CURB THROUGH OPENINGS IN BASE PLATE; COORDINATE LOCATION OF EACH CONDUIT WITH SIGN VENDOR'S TEMPLATE CAN/ULC SI15 F Rating — 2 Hr NOTE: SOME LOCATIONS DO NOT RECEIVE DATA. T Rating — 0 Hr FT Rating — 0 Hr L Rating At Ambient — Less Than 1 CFM/sq ft FH Rating — 2 Hr r° r • - 0 r-1 ° r L— J L—_I L— J L° ° ° of FTH Rating — 0 Hr W Rating — Class 1 (See Item 4) L Rating At Ambient — Less Than 1 CFM/sq ft L Rating At 400 F — 4 CFM/sq ft [1052] = 3'-5 1/2" BASE PLATE [1098] = 3'-71/4" SIGN BODY NOTE: COORDINATE INSTALLATION AND PLACEMENT OF ANCHOR BOLTS AND ELECTRICAL CONDUITS WITH BASE PLATE TEMPLATE PROVIDED BY EQUIP. VENDOR. EXTERIOR BASE PLAN DETAIL NOTES: 1. VERIFY THE EXISTING FLOOR IS LEVEL WITHIN THE AREA OF THE BASE PLATE. IF NECESSARY, LEVEL THE EXISTING FLOOR. SEE GENERAL NOTES ON COVER SHEET FOR ADDITIONAL NOTES. ANCHOR BOLTS TO BE INSTALLED 1-3/16" ABOVE FINISH FLOOR, PER SIGN VENDOR'S REQUIREMENTS U If I SCALE: 1-1/2"=f— 0" , (8) "SEALTITE" FLEXIBLE CONDUIT OR EQUAL; FINAL ELECTRICAL CONNECTIONS BY SIGN INSTALLER EXTEND POWER & DATA CONDUITS ABOVE CURB THROUGH OPENINGS IN BASE PLATE ANCHOR BOLTS TO BE INSTALLED 1-3/16" ABOVE CURB, PER SIGN VENDOR'S REQUIREMENTS 46, T.O. PAVER OR FINISH SIDEWALK cV SIGN BASE PLATE (BY SIGN VENDOR) 1"x1" CONT. CHAMFER ALL SIDES OF CURB (TYP.) SEALANT (TYP.) PATCH EXISTING PAVERS OR SIDEWALK, FINISH TO MATCH EXISTING ADJACENT 1'-1 1/2" CURB EXTERIOR BASE SECTION POWER TERMINATIONS IN FLOOR BOX: • PROVIDE (1)15 AMP DUPLEX RECEPTACLE DATA TERMINATIONS IN FLOOR BOX: • FIBER-OPTIC LOCATIONS: SEE DETAIL 3 ON T0.0-2 • CAT6 LOCATIONS: SEE DETAIL 1 ON T0.0.0 II I PARTIALLY DEMOLISH EXISTING PAVERS OR SIDEWALK REINFORCED CONCRETE CURB, SEE STRUCTURAL DRAWINGS SCALE: 1-1 /2"=1'-0" BASE PLATE (BY SIGN VENDOR) - SEE DETAIL 9 ON THIS SHEET SIGN CABINET (BY SIGN VENDOR) ANCHOR BOLTS IN SLAB - SEE STRUCTURAL DRAWINGS FLOOR FINISH (TILE SHOWN) FLOOR SLAB POWER DATA NOTES: 1. ELEVATED SLAB CONDITION SHOWN, SLAB -ON -GRADE CONDITION SIMILAR; SEE GENERAL NOTES ON COVER SHEET FOR ADDITIONAL NOTES 2. ALL FIRE -RATED SLAB & WALL PENETRATIONS TO BE PROTECTED AS PER FIRESTOPPING DETAILS, TYPICAL TWO-COMPARTMENT ELECTRICAL FLOOR BOX (HUBBELL B2482), COORDINATE LOCATION WITH OPENING IN BASE PLATE 1 TYPICAL INTERIOR ELEVATED SLAB -SECTION DETAIL SCALE: 3"=1'-0" ss 1,c; c US Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 System No. C -AJ -1149 ANSI/UL1479 (ASTM E814) CAN/ULC SI15 F Rating — 2 Hr F Rating —2 Hr T Rating — 0 Hr FT Rating — 0 Hr L Rating At Ambient — Less Than 1 CFM/sq ft FH Rating — 2 Hr L Rating At 400 F — 4 CFM/sq ft FTH Rating — 0 Hr W Rating — Class 1 (See Item 4) L Rating At Ambient — Less Than 1 CFM/sq ft L Rating At 400 F — 4 CFM/sq ft RC) SECTION A -A 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam of opening is 12 in. (305 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants — One metallic pipe, conduit or tubing to be installed within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The annular space shall be 0 in. (point contact) to max 1-1/4 in. (32 mm). The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 10 in. (254 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 10 in. (254 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe — Nom 4 in. (102 in.) diam (or smaller) Regular (or heavier) copper pipe. 3. Packing Material — Min 3 in. (76 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation for nom 4 in. diam (and smaller) pipes, conduits or tubings and a min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation for pipe greater than nom 4 in. diam, firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall to accommodate the required thickness of fill material. 4. Fill, Void or Cavity Material* — Sealant — Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with the top surface of floor or both surfaces of wall. At the point of contact location between pipe and concrete, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the concrete/pipe interface on the top surface of floor and on both surfaces of wall. W Rating applies only when CFS -S SIL GG, CFS -S SIL SL (floors only), CP601S, CP604 sealant or FS -ONE MAX Intumescent Sealant is used. For W Rating when FS -ONE MAX is used, packing material to be a min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP601S, CP604, CFS -S SIL GG, CFS -S SIL SL (floors only), CP606 or FS -ONE Sealant or I'S -ONE MAX Intumescent Sealant. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 12 H G F E D C B A - 4 i" (OPENING WIDTH) 11 B3 150 In 9 O 156,5 6"THICK Lni I H 7 6 5 4 3 7 338,85 LINE UP HOLES WELD PLATES TOGETHER 537 O AROUND CORNERS O 0 1" x t6" SLOTTED OPENING (TYP) s 25 156,5 350,2 11-1g" (BASE PLATE) 118" OPENING LENGTH 350,2 16" (BASE PLATE) BASE PLATE SLOT TIP 68"7 156 4' THICK H G F E D C TOLERANCES. GENERAL 1/. 050 G M' S 0 i*•03S 0 D "1'5 0.00 *•0.10 D DT 0.000 ANGULAR 5- DESIGNED DY pru0ncd*rhie EnEQE0 SE APPROVED BE DATE ESPRIT DIGITAL LTD DALE 18.500.16 BASE PLATE NY1001 TEMPLATE 03E 1/1 12 11 10 9 8 7 6 5 I REFERENCE ONLY ALL DIMENSIONS SHOWN ON THIS DETAIL ARE FOR REFERENCE ONLY. COORDINATE INSTALLATION AND PLACEMENT OF ANCHOR BOLTS & ELECTRICAL BOXES WITH BASE PLATE TEMPLATE PROVIDED BY EQUIPMENT VENDOR 4 I 3 I 2 B A REMOVE EXISTING ADVERTISING PANEL OR DIRECTORY — - REMOVE EXISTING ELECTRICAL RECEPTACLE, SPLICE CONDUCTORS WITH NEW ELECTRICAL CABLE & PROVIDE BOX WITH REMOVABLE COVER REMOVE EXISTING SIGN SUPPORT ANCHORS, PATCH & REPAIR FLOOR FINISHES r-- 0 , 0 w c� b17 005! RECEIVED CITY OF TUKWILA NOTES: 1. ELEVATED SLAB CONDITION SHOWN, SLAB -ON -GRADE CONDITION SIMILAR; SEE GENERAL NOTES ON COVER SHEET FOR ADDITIONAL NOTES 2. ALL FIRE -RATED SLAB & WALL PENETRATIONS TO BE PROTECTED AS PER FIRESTOPPING DETAILS, TYPICAL MAR 13 2017 PERMIT CENTER NEW DATA TO FLOOR BOX SIGN CABINET (BY SIGN �/ VENDOR) EXTEND ELECTRICAL CIRCUIT TO NEW FLOOR BOX LOCATION COORDINATED WITH SIGN PLACEMENT & SIGN BASE PLATE HIS SHEE PENETRATION FIRESTOPPING DETAIL SCALE: � NOT TO SCALED7 TYPICAL STANDARD INTERIOR UNIT -EQUIPMENT BASE PLATE DETAIL SCALE: NOT TO SCALED SECTION SCALE: 1-1 /2"---c-0" WESTFIELD DESIGN & CONSTRUCTION 2049 Century Park East, 41st Floor Los Angeles, California 90067 310 478 4456 310 478 4468 Telephone Facsimile THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. REGISTER ARCH LROBERT P. RUDE T TI; JR. STATEOFWASHINGTON Consultants POJECT n Package EXT No. Revision 1 01-20-2017 Date BOM B3ID A\ 01-30-2017 ADDENDUM 1 02-08-2017 ADDENDUM 2 Q 02-17-2017 ISSUE FOR PERMIT A A A A A n n n n n n 0^\ I n n A n n A n A Sheet Title CAL REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2017 Job f o. City ofDo wila Scale BUILDING DIVISION AS NDICAT® A3.1-1 PATH: C: \Users\D80706\appdata\local\temp\AcPublish 2980\A3.1-1_Typ Arch Detalls.dwg DATE: 02/28/17 10:15am 1'-116" (COVER) o, O, s to o l 537 O AROUND CORNERS O 0 1" x t6" SLOTTED OPENING (TYP) s 25 156,5 350,2 11-1g" (BASE PLATE) 118" OPENING LENGTH 350,2 16" (BASE PLATE) BASE PLATE SLOT TIP 68"7 156 4' THICK H G F E D C TOLERANCES. GENERAL 1/. 050 G M' S 0 i*•03S 0 D "1'5 0.00 *•0.10 D DT 0.000 ANGULAR 5- DESIGNED DY pru0ncd*rhie EnEQE0 SE APPROVED BE DATE ESPRIT DIGITAL LTD DALE 18.500.16 BASE PLATE NY1001 TEMPLATE 03E 1/1 12 11 10 9 8 7 6 5 I REFERENCE ONLY ALL DIMENSIONS SHOWN ON THIS DETAIL ARE FOR REFERENCE ONLY. COORDINATE INSTALLATION AND PLACEMENT OF ANCHOR BOLTS & ELECTRICAL BOXES WITH BASE PLATE TEMPLATE PROVIDED BY EQUIPMENT VENDOR 4 I 3 I 2 B A REMOVE EXISTING ADVERTISING PANEL OR DIRECTORY — - REMOVE EXISTING ELECTRICAL RECEPTACLE, SPLICE CONDUCTORS WITH NEW ELECTRICAL CABLE & PROVIDE BOX WITH REMOVABLE COVER REMOVE EXISTING SIGN SUPPORT ANCHORS, PATCH & REPAIR FLOOR FINISHES r-- 0 , 0 w c� b17 005! RECEIVED CITY OF TUKWILA NOTES: 1. ELEVATED SLAB CONDITION SHOWN, SLAB -ON -GRADE CONDITION SIMILAR; SEE GENERAL NOTES ON COVER SHEET FOR ADDITIONAL NOTES 2. ALL FIRE -RATED SLAB & WALL PENETRATIONS TO BE PROTECTED AS PER FIRESTOPPING DETAILS, TYPICAL MAR 13 2017 PERMIT CENTER NEW DATA TO FLOOR BOX SIGN CABINET (BY SIGN �/ VENDOR) EXTEND ELECTRICAL CIRCUIT TO NEW FLOOR BOX LOCATION COORDINATED WITH SIGN PLACEMENT & SIGN BASE PLATE HIS SHEE PENETRATION FIRESTOPPING DETAIL SCALE: � NOT TO SCALED7 TYPICAL STANDARD INTERIOR UNIT -EQUIPMENT BASE PLATE DETAIL SCALE: NOT TO SCALED SECTION SCALE: 1-1 /2"---c-0" WESTFIELD DESIGN & CONSTRUCTION 2049 Century Park East, 41st Floor Los Angeles, California 90067 310 478 4456 310 478 4468 Telephone Facsimile THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. REGISTER ARCH LROBERT P. RUDE T TI; JR. STATEOFWASHINGTON Consultants POJECT n Package EXT No. Revision 1 01-20-2017 Date BOM B3ID A\ 01-30-2017 ADDENDUM 1 02-08-2017 ADDENDUM 2 Q 02-17-2017 ISSUE FOR PERMIT A A A A A n n n n n n 0^\ I n n A n n A n A Sheet Title CAL REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2017 Job f o. City ofDo wila Scale BUILDING DIVISION AS NDICAT® A3.1-1 PATH: C: \Users\D80706\appdata\local\temp\AcPublish 2980\A3.1-1_Typ Arch Detalls.dwg DATE: 02/28/17 10:15am 0 TYP. DIGITAL SCREEN 02 FLOORING 03 BASE PL OVER FLOORING CI NORMAL WT. CONC. TOPPING. OVER ` W3 MTL DECK 0 3/8"0 SIMPSON TITEN HD SCREW ANCHOR W/2 ' 1 /2"EMBED. - (2 ROWS & 4 PER ROW) • CC ES` ESa2713) ® OUTDOOR DIGITAL SCREEN 20 BASE PL W/8-1/2"0 A.B. (2 ROWS) : & 6"EMBED. 0 (N)CONC. CURB W/#4 CONT. (EXISTING PAVING. CONC. TOPPING, & WATERPROOFING TO BE REMOVED) ® (E)PAVER OVER MORTAR 05 4-3/4"0 ANCHOR RODS (ASTM F1554, GR 36) IN SIMPSON 'SET -XP ADHESIVE & 6"EMBEDMENT © (N)WATERPROOFING 0 (E)CONC.: TOPPING OVER WATER PROOFING (E)11"± STRUCTURAL CONC. SLAB 0 #5 _ CONT. INDOOR DIGITAL SCREEN .OVER CONC TOPPING OVER METAL DECK 1 CONCRETE SLAB ON- GRADS • -• • ELECTRICAL DUCT g• VERIFY IN' FIELD EXISTING #4 REINFORCING IN SLAB ® 3-#4 CONT BOTTOM /'/ '/ // • // //// //// 2'-6" MF) UNDER FLOOR ELECTRICAL DUCT THICKENED SLAB ON GRADE z 16 17 0 0 •. r T •. • DIGITAL SCREEN SUPPORT DETAIL 1 DIGITAL SCREEN 2 (E)CONC. TOPPING OVER WATERPROOFING VERIFY IN FIELD 03 (E)STRUCTURAL CONC. SLAB ® BASE PL OVER CONC. TOPPING 0 1/2"0. THREADED ROD IN SIMPSON 'SET -XP' ADHESIVE & 4" EMBED. (2 ROWS & 4 SCREWS PER ROW) a 0 DIGITAL SCREEN SUPPORT DETAIL DIGITAL SCREEN 2 (E)CONC. TOPPING OVER WATERPROOFING VERIFY IN FIELD 03 (E)STRUCTURAL CONC. SLAB ® BASE PL OVER CONC. TOPPING O 1/2"0 THREADED ROD IN SIMPSON 'SET -XP' ADHESIVE & 3". EMBED. (2 ROWS & 4 SCREWS PER ROW) 11 12 OUTDOOR DIGITAL SCREEN ® (E)CONC. TOPPING 0 (E)STRUCTURAL CONC. FLOOR SLAB . 04 •BASE PL OVER CONC. TOPPING • ..O 3/$8 SIMPSON TITEN HD SCREW ANCHOR W/3 1/2'EMBED. (2 ROWS & 4 SCREWS PER ROW) CC ES ESR2713) 0 TYP. DIGITAL SCREEN 20 FLOORING 0 (E)SLAB ON GRADE (OLD MALL & EXPANSION) ® ANCHOR BOLT TEMPLATE _ 0: 1 /2"0 . ANCHOR BOLTS 'OR -HEADED 'ANCHOR RODS(5" EMBED) • ®#4 CONT (3 TYP) 07 4-#4 0 EQUAL; SPACES" ® #4x1'-6" DOWELS ®16" .0.C. MAX.- . 'IN SIMPSON SET=)CP' ADHESIVE & 4" EMBED. GENERAL NOTES CONCRETE.: f'c = 4000 PSI AT 28 DAYS REINFORCING STEEL. ASTM A615 GR. 60 fy= 60 KSI MISC. STEED ASTM A36. fy= 36 KSI ANCHOR BOLTS/RODS. TYP 4 SIDES MID -HT OF (E ,SLAB 0N= GRADE} •: C)-(1.11) SLAB ON GRA, DE. • " • „ .81 THICK MIN. UNDER (DIGITAL -SCREEN INSPECTION ' 1. GENERAL INSPECTION: BY BUILDING OFFICIAL. .w.9 ASTM r1554: GR.36 SOUTHCENTE 2. SPECIAL INSPECTION: PER IBCSECTIONS 1704. - * CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF k WIND OR SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN -THE "STATEMENT ;OF ,. . SPECIAL INSPECTION" SHALL -SUBMIT A WRITTEN• STATEMENT -OF RESPONSIBILITY' TO 'THE LADBS INSPECTORS AND THE OWNER PRIOR T) THE COMMENCEMENT. OUTDOOR DIGITAL SCREEN OVER (E) STRUCTURAL CONC. FLOOR SLAB s 2'-0"t NOTE: LOCATION OF DIGITAL SIGNAGE SHALL BE 12" CLEAR MIN. OF CONTROL JOINTS OR CONSTRUCTION JOINTS OF SLAB. OF WORK ON SUCH SYSTEM OR COMPONENT • CONTINUOUS SPECIAL. INSPECTION BY •A REGISTERED DEPUTY 1NSPECtOR IS - REQUIRED FOR FIELD - WEDDING,- CONCRETE STRENGTH f'c>250 I. - HIGH STRENGTH BOLTING, SPRAYED -ON FIREPROOFING, ENGINEERED MASONRY, HIGH UFT GROUTING, PRE-STREESSED CONCRETE; HIGH- LWAD.. DIAPHRAGMS, FWD SPECIAL MOMENT -RESISTING CONCRETE: FRAMES. DUTIES & RESPONSIBILITIES OF THE INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT. OF RECORD, '& OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN. IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE. WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE . WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPUCABLE WORKMANSHIP PROVISIONS OF THE CURRENT BUILDING CODE. 3. INSPECTOR'S REPORTS NEED TO ADDRESS ANY DISCREPANCIES, IF ANY, TO BE FILED WITH THE BUILDING DMSION WEEKLY DURING CONSTRUCTION, . WHETHER ` CORRECTED OR NOT. ALL INSPECTOR'S DAILY LOGS IS TO BE MAINTAINED ON THE SITE FOR REVIEW BY THE CITY INSPECTOR. 4. THE FOLLOWING TABLE IS A SUMMARY OF THE STRUCTURAL SPECIAL INSPECTIONS REQUIRED BY QUALIFIED. SPECIAL INSPECTORS. ANCHOR OF DIGITAL SCREEN OVER (E)SLAB ON GRADE 1 2049 Cenkry Park East, 4lat Roor Los Angeles, Calfcrria 90067 Facetie 310 478 4456 310 478 4468 • THIS DRAWING IS AN INSTRUMENT OF,SERVICE, IS THE PROPERTY OF THE • ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUC770N CARRIES THE AROIITECT'S NAME ALL DESIGN AND OTHER INFORMA770N SHOWN ON THE DRAWING ARE FOR USE ON THE SPECJFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRI7TEN PERMISSION FROM THE ARCHrTECT 0 1 INDOOR TALL DIGITAL SCREEN 02 FLOORING 0 (E)STRUCTURAL CONC. FLOOR SLAB ® BASE PL OVER FLOORING 0 3/81'0 SIMPSON TITEN HD SCREW ANCHOR W/3 1/2"EMBED. (2 ROWS & 4 SCREWS PER ROW) (ICC ES ESR2713) 0 TYP. DIGITAL SCREEN 02 OORING 0.(E) MAL WT.` CONC. TOPPING OVER W3 DECK (OLD & EXPANSION) ® BASE PL •'°R FLOORING O 3/8"0 SIMPSON ANCHOR W/2:1/2" (2` ROWS & 4 PER RO IC ES ESR2713) N HD SCREW Registration No. *IL /iii /7/7 /77/ 7/4i , 4 DIGITAL SCREEN SUPPORT DETAIL 1 DIGITAL SCREEN 2 (E)FLOORING 03 (E)STRUCTURAL CONC. SLAB ® BASE PL OVER FLOORING O 1/2"0 THREADED ROD IN SIMPSON 'SET -XP' ADHESIVE & 3" EMBED. (2 ROWS & 4 SCREWS PER ROW) ® 0 13 19 120 DIGITAL SCREEN (E)FLOORING & CONC. TOPPING (E)STRUCTURAL CORE SLAB BASE PL OVER CONC. TOPPING 3/8"0 SIMPSON TITEN HD SCREW ANCHOR W/2 1/2"EMBED. (2 ROWS & 4 PER ROW) (ICC ES ESR2713) J I 0 z. 14 15 TALL INDOOR DIGITAL SCREEN OVER (E) STRUCTURAL `-CONC. FLOOR SLAB 0 OUTDOOR DIGITAL SCREEN 02 FLOORING 03 BASE PL OVER FLOORING • 2-1/00 THREADED ROD (ASN F1554 GR36) (2 ROWS & 4 PER, ROW) O PL1/2"x6"x1'-4" W/ 2-3/8"0 SIMPSON TITEN HD SCREW ANCHORS & 2 1/2"EMBED. (TOTAL 4 PL'S PER SCREEN) 7 //// /7/7 //L/ //// /,-'' //// //// //// //// //// /7// , NOTE: IF 1/2"0 THRU BOLT IS GOING THRU BOTTOM FLUTE OF METAL' DECK, 3/8"0 SCREW ON THE SAME LOCATION CAN BE OMITTED. ® 0 3 /4 WT. CONC. LT Z♦ /2 TYPE B FORMLOK 1 DIGITAL SCREEN OVER CONC. TOPPING OVER MIL. DECK 01 (N)PAVER/TILE OVER NEW SLAB ON GRADE 02 #4 DOWELS x 1'-01G 018"O.C. IN HILTI HIT HY200 ADHESIVE & 4" EMBED. TO EXISTING CONC. SLAB TYP. ® 4-#5 VERT. 012"O.C. ® 8-1/2'0 ALL THREADED ROD (TWO ROWS) O #4 CONT. • CONC. GRADE BM. UNDER OUT DOOR UNIT O 2-#4 CONT. 1'-0' f 8 No - `moo O O OUTDOOR DIGITAL SCREEN SUPPORT 0 INDOOR TALL DIGITAL SCREEN • FLOORING • (E)STRUCTURAL CONC. FLOOR SLAB O BASE PL OVER FLOORING • 3/8"0 SIMPSON TITEN HD SCREW ANCHOR W/3 1/2"EMBED. (2 ROWS & 4 SCREWS PER ROW) (ICC ES ESR2713) 0 a. 6.7 INDOOR DIGITAL SCREEN . OVER CONC. OVER METAL DECK 0 TYP. DIGITAL SCREEN 02 . FLOORING 03 (E)LT. WT. CONC. TOPPING OVER (OLD MALL & EXPANSION) ® BASE PL OVER . FLOORING O '1/2"0 ALL THREADED ROD (2 ROWS .& 4 RODS ER ROW) © PL1/2"x6"x1'-4 (TOTAL OF 4 PER UNIT) W/3/8"0 SIMPSON _ TITEN HD SCREW ANCHOR & 2 1/2"EMBED. TOPPING 2 ANF & ASSOCIA Consulting Structural Engineers JOB# 16918.16 9420 Telstar Ave., Suite 118, El Monte, CA 91731 (4 448-8182 Fax: (626) 44S-8092 Consultants // //// //// //// //// //// //// //// //// //// //// , NOTE: IF 1/2"0 THRU BOLT IS GOING THRU BOTTOM FLUTE OF'. METAL DECK, 3/8"0 SCREW ON THE . SAME LOCATION CAN BE OMITTED. 0 3"N.)12 3 1/4' LTiWT. CONC. W2 DR W3 MA, DECK DIGITAL SCREEN OVER CONC. TOPPING OVER k4TL. DECK O DIGITAL SCREEN (INDDOR UNIT) 02 3/8"0 SIMPSON .TITEN HD SCREW ANCHOR (2 ROWS & 4 PER ROW) & 2 1/2" EMBED. FOR -.TYP. INDOOR UNIT 3 1/2" EMBED. FOR TALL 'INDOOR UNIT (ICC ES ESR2713) 03 FLOORING ® (E)STRUCTURAL CONC. SLAB O (E)CONC. JOIST / //// 7/// //// //// //// //// //// O INFOOR DIGITAL SCREEN • (E)FLOORING @ BASE PL OVER FLOORING O 3/8"0 SIMPSON TITEN HD SCREW ANCHOR (2 ROWS & 4 SCREWS PER ROW) & 2 1/2" EMBED. FOR TM. INDOOR UNIT 3 1/2" EMBED. FOR TALL INDOOR uNrr (ICC ES ESR2713) NOTE: DO NOT DRILL INTO (E)P.T. TENDONS USE REBAR DETECTOR TO LOCATE (E)P.T. TENDONS BEFORE DRILUNG. //// 0 3 consulting engineers 5155 W PATRICK LANE LAS VEGAS, NV 89118 702.362.9200 PROJECT NEXT Package No. Revision Date 8 VIEWED FO CODE COMPLIANCE r. a. co Sheet Title co STRU Job N Date Scale AS NOTED ST1 co co co to ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION REMARK CONCRETE PLACEMENT AT CONCRETE CONSTRUCTION YES — PER IBC SECTION 1704.4 REINFORCING STEEL AT CONCRETE CONSTRUCTION -- yES PER IBC SECTION 1704A & TABLE 1704.4 INSTAUATION OF CONCRETE EXPANSION ANCHORS, EPDXY ANCHORS, & SCREW ANCHORS YES -- STRUCTURAL WELDING OF STRUCTURAL STEEL FOR SINGLE PASS FILLET WELDS (MAX. 5/16 INCH) AND ROOF DECK WELDS -- YES PER IBC SECTION 1704.3 // //// //// //// //// //// //// //// //// //// //// , NOTE: IF 1/2"0 THRU BOLT IS GOING THRU BOTTOM FLUTE OF'. METAL DECK, 3/8"0 SCREW ON THE . SAME LOCATION CAN BE OMITTED. 0 3"N.)12 3 1/4' LTiWT. CONC. W2 DR W3 MA, DECK DIGITAL SCREEN OVER CONC. TOPPING OVER k4TL. DECK O DIGITAL SCREEN (INDDOR UNIT) 02 3/8"0 SIMPSON .TITEN HD SCREW ANCHOR (2 ROWS & 4 PER ROW) & 2 1/2" EMBED. FOR -.TYP. INDOOR UNIT 3 1/2" EMBED. FOR TALL 'INDOOR UNIT (ICC ES ESR2713) 03 FLOORING ® (E)STRUCTURAL CONC. SLAB O (E)CONC. JOIST / //// 7/// //// //// //// //// //// O INFOOR DIGITAL SCREEN • (E)FLOORING @ BASE PL OVER FLOORING O 3/8"0 SIMPSON TITEN HD SCREW ANCHOR (2 ROWS & 4 SCREWS PER ROW) & 2 1/2" EMBED. FOR TM. INDOOR UNIT 3 1/2" EMBED. FOR TALL INDOOR uNrr (ICC ES ESR2713) NOTE: DO NOT DRILL INTO (E)P.T. TENDONS USE REBAR DETECTOR TO LOCATE (E)P.T. TENDONS BEFORE DRILUNG. //// 0 3 consulting engineers 5155 W PATRICK LANE LAS VEGAS, NV 89118 702.362.9200 PROJECT NEXT Package No. Revision Date 8 VIEWED FO CODE COMPLIANCE r. a. co Sheet Title co STRU Job N Date Scale AS NOTED ST1 co co co to S1610 r STRUCTURAL BEAM _ WB WEST FIELD DESIGN + CONSTRUCTION 2049 Century Park East, 41st Floor :L'os Angeles, California 90067 Telephone 310 478 4456 Fa . 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ONTHE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Get ANF & ASSOCIATES el: (626) 448-8182 Fax: (626) 448-8092 Consulting Structural Engineers JOB# 16918.16 9420 Telstar Ave., Suite 118, El Monte, CA. 91731 EXPANSION JOINT SCR/1-ELD0003 5155 W PATRICK LANE LAS VEGAS. NV 89118 702.362.9200 -SCR/1-ELD 0001 STRUCTURAL EAM (WB) w ALIGN W/ DEMISWAU. STRUCTURAL BEAM (WB) STRUCTURAL BEAM (WB) STRUCTURA BEAM WB STRUCTU'AL BRACE AUGN W/ 1 WALL STRUCTURAL BEAM CENTER LINE/MID POINT OF PROJECT NEXT UNIT STRUCTURAL B-• CE SCR/1—E ALIGN LC OF •L SCR 1—ELD 0008 sf-c' fry sY-tl• Jr -f• 0r T.. 2r -r 34.-r 3f'-10 ar-r :..7A' -d 2r -V SC -V m' -r ` SC -0" - SC -C' S'-0".... . S'-0• tr-T SC -V may, 'S� ___... COCiJ _._....._. _ DETAIL No. SHEET NDETAIL SYMBOL o.: , 1ST FLS:_ REVIEWED FOR CODE COMPLIANCE APPROVED 1. ALL UNITS ARE TYPICAL INDOOR UNITS ' U.N.O. 2' SEE PROJECT NEXT INSTALLATION GUIDE FOR UNIT SIZE, WEIGHT, AND BASE PLATE DETAIL. .4 • :z • • • 9 . • H STRUCTURAL to Q Jm MARS rt 3R1ACE SIrRUCTURAL BRACE (i S-RUCTURAL BRAC STRUCTU'AL BRACE STRUC RAL BRACE w 0 SCR/2-1ELD 0010 S RUCTURAL BRA -4 I a -H \ ALIGN w 0 fi- '14, LEGEND: yC '15, 1 CENTER 'LINE/MID POINT OF PROJECT NEXT UNIT 10 .( 30'-0• TRUCTURAL BRACE L I cc ?8'-g-18'-9• X21, '22, '23, '24, 30'-0• 30'-0- -0• 30'-0• X27, 30' 10 Y zs -3- NOTES: DETAIL ' No. - SHEET. No. DETAIL SYMBOL C M • 'F, • RECEIVED CITY OF TUKWILA MAR 13 2017 PERI' CENTER 1. ALL UNITS ARE TYPICAL INDOOR UNITS U.N.O. 2.. SEE PROJECT . NEXT INSTALLATION GUIDE FOR UNIT SIZE, WEIGHT, AND BASE PLATE DETAIL. 2ND FLOORPLAN 1, SCALE S O THCE .r • WESTRELD'DESIGN + CONSTRUCTION 2049 Centory Park East, 41st Roor Los Angeles, Ca6forrva ` 90067 Telephone. 'Facade• 310 478 4456 : 310 478.44681.: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROEE1ftY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS • PERMISSION AND UNLESSTHE REPRODUCTION C RI&S' FHEARCHITECTS. NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No.ov w iLsA 0 sib '02Y'. i%I: ,p 48026 N Ta4G4 0. I ((17 Tel: (626) 448-8182 Fax: (626) 448-8092 ANF & ASSOCIATES Consulting Structural Engineers JOB# 16918.16 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Consultants consulting engineers 5155 W PATRICK LANE LAS VEGAS, NV 89118 .702.362.9200. PROJECT NEXT Package No. Revision Date A- A A A A / \ n Sheet Title 2ND F Job No ot/9/2ov AS NOTED S2.0 • E Q. In % i' 0 0