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HomeMy WebLinkAboutPermit D19-0127 - THE WALKING COMPANY - TENANT IMPROVEMENTTHE WALKING COMPANY 122 SOUTHCENTER MALL APN: 9202470130 ISSUED 06/24/2021 D19-0127 Parcel No: Address: ��^�xx ^�� Tukwila ~.U~� ��n v ��nxm��na Department of Community Development G3O05muthcenterBoulevard, Suite #1VV Tukwila, Washington 9#18U Phone:206-431'3G70 Inspection Request Line: 206'438'9350 Web site; http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470130 Permit Number: Project Name: THE WALKING COMPANY Issue Date: Permit Expires On: Owner: Address: Contact Person: Name: Contractor: License No: Lender: Address; WESTFIELD PROPERTY TAX DEPT P0BOX l3O940,[4RL58AD O\ gZOl] 126O5TMAVE #l1O'SAND|EG[lCA, 92101 VCxxGLL[ Phone: (609)798-0330 I07SNOWY EGRET WAY, SE8A5T|AN' FL,32958 V[rWGLL~861O* Expiration Date; ''' DESCRIPTION OF WORK: TENANT IMPROVEMENT REMODEL WORK FOR EXISTING M OCCUPANCY SUITE IN EXISTING COVERED SHOPPING CENTER LEVEL 1: NEW PARTITION WALLS, NEW ELECTRICAL, MECHANICAL AND STRUCTURAL.; NEW STOREFRONT SYSTEMS; NEW INTERIOR FINISHES. Project Valuation: $165,000.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: Type ofConstruction: UB Electrical Service Provided by: TUKWILA Fees Collected: $3'560.45 Occupancy per IBC: M Water District: TUKVV|LA Sewer District: TUKWILA Current Codes adopted bythe City nfTukwila: international Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 ZOzS 2015 2015 National Electrical Code: vVACities Electrical Code: VVAC29646V: Code: Public Works Activities: Chan ne|badon/SthpinX: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hau|inO/OveoizeLnad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Sign Volumes: Cut: U Fill: 0 Number O No DateL7-77-19 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance ofwork. |amauthorized *osign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Na 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 orabandoned for aperiod of1DOdays from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT CONDITKJNS*°~ 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 hekept atthe site nfwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. AS[E7,Chapter 13. 5: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than 6feet |nheight shall belaterally braced tnthe building structure. Such bracing shall beindependent nfany ceiling splay bracing. D: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Notify the City ofTukwila Building Division prior tuplacing any concrete. This procedure isinaddition to any requirements for special inspection. O: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Speda|inspecdons shall hebased onthe fire -resistance designasdesignatedintheappmvedoonstmctiun documents. Q: All rack storage requires a separate permit issued through the City of Tukwila Permit Center, Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage orbracing shall beprepared byaregistered professional engineer licensed inthe State ofWashington. Periodic special inspection isrequired during anchorage ofstorage racks Ofeet orgreater |nheight. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. ll: 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. lZ: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (Z06-431'3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: Preparation before concrete placement: Water shall be removed from place of deposit before concretis placed unless a tremie is to be used or unless otherwise permitted. by the building official. All debris and ice shall beremoved from spaces tobeoccupied byconcrete, 15: VALIDITY OFPERMIT: The issuance or granting of a permit shalt 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 nfthe City ofTukwila shall not bevalid. The issuance ufapermit based unconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 16: All mechanical work shall beinspected and approved under aseparate permit issued bythe City ofTukwila Permit Center (2U6/431'3670). ZO: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each 1'5OOsq. ft. ufarea, The extinguisher(dshould beufthe "All Purpose" (3A,4OBI)dry chemical type. Travel distance toany fire extinguisher must be75'orless. (|FC 9063)(NFP410'5.4) 17: Portable fire extinguishers, not housed incabinets, shall beinstalled onthe hangers orbrackets supplied. Hangers orbrackets shall besecurely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having agross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top isnot more than 3.5feet (lO67mm)above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (|F[90§Jand |F[ 906.9) ID: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|F[906.5) 19: Fire extinguishers require monthly and yearly inspections. They must have atag orlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tnthe applicable recharge procedures, |fthe required monthly and yearly inspections ufthe fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will berequired toconduct these required surveys. (NFPAlO'72'7.3) 21: Maintain fire extinguisher coverage throughout. ZZ: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (|F[l010.19} 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle isengaged from inside the tenant space. (|F[Chapter IO) 24: Exit hardware and marking shall meet the requirements ofthe International Fire Code. (|F[Chapter lU} / \ � 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessibleby Chapter llofthe International Building Code shall not require tight grasping, tight pinching ortwisting cf the wrist tooperate. (|FC1O1U.1.91) ZG: All new sprinkler systems and all modifications tnexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification. New sprinkler systems and all modifications tosprinkler systems involving more than 6Oheads shall have the written approval ufFactory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 20. Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall beextended, altered oraugmented asnecessary tomaintain and continue protection whenever the building isaltered, remodeled oradded to. Alterations tnfire protection systems shall bedone inaccordance with applicable standards. (|FC9Ol,4) 29: Afire alarm system isrequired for this project. The fire alarm system shall meet the requirements of N.F.P.A.72and City Ordinance #Z437, 30: All new fire alarm systems ormodifications tnexisting systems shall have the written approval ufThe Tukwila Fire Prevention Bureau. Nnwork shall commence until afire department permit has been obtained. (City Ordinance #Z437)(|F[9Ol.2) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 32: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No, 8O3.1lofthe International Building Code. 33: Post address onstorefront per approved Westfield standards. 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests, (City Ordinances #Z436and #2437) 34: Any overlooked hazardous condition and/or violation of the adopted Fire orBuilding Codes does not imply approval of such condition or violation, 35: These plans were reviewed byInspector S11. \fyou have any questions, please call Tukwila Fire Prevention Bureau at(206)575-4407. PERMIT INSPECTIONS Rc[lV|Rco Permit Inspection Line: (3O6)438'9350 1700 8U|LD|NGF|NAL" O]Ol CONCRETE SLAB 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING 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. Date Application Accepted: q /5-1 q Date Application Expires: / 0 "15 — (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: 122 Southcenter Mall Tenant Name: The Walking Company PROPERTY OWNER Name: Westfield Address: 2800 Southcenter Mall City: Seattle State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Paola Sain7 - Retail Amp Design Address: 1260 Fifth Ave #110 CitY: San Diego State: CA Zip: 92101 Phone: (619)215-1677 Fax: Email: paola@retailamp.net GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: 820247-0130 Suite Number: 624 Floor: Level 1 New Tenant 0 Yes 0 ..No ARCHITECT OF RECORD Company Name: RSW Consultants Architect Name: Jimmy Powers Address: 12035 Colwick St City: San Antonio state: TX Zip: 78216 Phone: (701) 641-0403 Fax: Email: rsw@texas.com ENGINEER OF RECORD Company Name: GMEP Engineers Engineer Name: Justin Korson Address: 26439 Rancho Pkwy S, Suite 120 City: Lake Forest State: CA Zip: 92630 Phone: Fax: (949) 267-9095 Email: justink@gmepe.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: H: \Applications \Forms -Applications On Linel2011 ApplicationsWermit Application Revised - 8-0-11 .docx Revised: August 2011 bh Page 1 of 4 Valuation of Project (contractor's bid price): $ 155,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Tenant Improvement remodel work for existing M occupancy suite in existing covered shopping center level 1: New partition walls; new electrical, mechanical, plumbing, and structural; new storefront systems; new interior finishes. Will there be new rack storage? m Yes ❑.. No If yes, a separate permit and plan submittal will be required. 'rovlide All Building Areas'in Square.lio©tage Below thru 1,964 dition xisting tructure Constntction c 2B Oceupancyper, IBC , M Accessory.tructure* Attached Garage Attached Detached Carport vexed 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 © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: lI Sprinklers D Automatic Fire Alarm ❑ None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Z 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\2011 App Revised: August 2011 bh it Application Revised • $-9-1 l.docc Page 2 of 4 Scope of Work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees<and estimate shee Water District ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View 0 .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle e tic 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): ❑ ...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 0 Non Right-of-way 0 ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...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 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelizatian ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public ❑ Private 0 55 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Appli Revised: bh g 0 Applications On Line\2011 Applications\P plination Revised - 8-9-11.doc x Page 3 of 4 PERMIT APPLICATIONNOT Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZ NT: Signature: Date: 04/05/2019 Print Name: Paola Sain Day Telephone: (619) 215-1677 Mailing Address: 1260 Fifth Ave #110 San Diego CA 92101 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QL-ANTITY . PAID $2,208.95 D19-0127 Address: 122 SOUTHCENTER MALL Unit624 Apn: 9202470130 $2,208.95 Credit Card Fee $64.34 Credit Card Fee R000.369.908.00.00 0.00 $64.34 DEVELOPMENT $2,043.68 PERMIT FEE R000.322.100.00.00 0.00 $2,018.68 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $100.93 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18005 R000.322.900.04.00 0.00 7. $100.93 0 .95 Date Paid: Thursday, June 27, 2019 Paid By: JOHN REITANO Pay Method: CREDIT CARD 070147 Printed: Thursday, June 27, 2019 8:41 AM 1 of 1 111111011.. Y5 5 CO TUKWILA ETR4KIT 0200 SOUTH[ENTER BLYD TUKWILA, WA 98188 280-433'1870 CITY OF TUKWILA 0017340000882374464508 Date: 06/27/20I9 88:39:00 AM CREDIT CARD SALE v.--58 CARD NUMBER: **********]]08 K T�xm AMOUNT: $I^288.95 A»PROVAL [D: 070147 R7CVRD #: 000 {Lcnx ID: Bill X fCARDHOLDER'S SIGNATURE) z «Gxcc TO PAY THE ABOVE TOTAL AMOUNT A -CORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Cash Register Receip City of Tukwila Receipt Number R17428 DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $1,724.92 D19-0127 Address: 122 SOUTHCENTER MALL Apn: 9202470130 $1,351.50 Credit Card Fee $39.36 Credit Card Fee R000.369.908.00.00 0.00 $39.36 DEVELOPMENT $1,312.14 PLAN CHECK FEE R000.345,830.00.00 0.00 $1,312.14 EL19-0339 Address: 122 SOUTHCENTER MALL Apn: 9202470130 $234.06 Credit Card Fee $6.82 Credit Card Fee R000.369.908.00.00 0.00 $6.82 ELECTRICAL $227.24 PLAN CHECK FEE R000.345,832.00.00 0.00 $227.24 M19-0062 Address: 122 SOUTHCENTER MALL Apn: 9202470130 $105.11 Credit Card Fee $3.06 Credit Card Fee R000.369.908.00.00 0.00 $3.06 MECHANICAL $102.05 PLAN CHECK FEE R000.322.102.00.00 0,00 $102.05 PG19-0060 Address: 122 SOUTHCENTER MALI Apn: 9202470130 $34.25 Credit Card Fee $1.00 Credit Card Fee R000.369.908.00.00 0.00 $1.00 PLUMBING $33.25 PLAN CHECK FEE TOTAL. FEES PAID BY RECEIPT: R17428 R000.322.103.00.00 0.00 $33,25 $1,724.92 Date Paid: Wednesday, April 17, 2019 Paid By: PAUL ALARICO Pay Method: CREDIT CARD 00908G Printed: Wednesday, April 17, 2019 3:24 PM 1 of 1 YSTE CARUSO TURLEY SCOTT consulting structural engineers YOUR VISION IS OUR MISSION PARTNERS Richard D. Turley, PE Paul G. Scott, PE, SE Sandra.). Herd, PE, SE Chris Alldrison, PE, SE Thomas R. Morrie, PE Richard A. Dahlmann, PE 1215 W. Rio Salado Pkwy. Suite 200 Tempe,AZ 85281 T: (480) 774-1700 F: (480) 774-1701 FILE CLIENT: Retail Amp Design 1620 5th Ave Suite 110 San Diego, CA PROJECT: The Walking Company Southcenter 122 Southcenter mall Seattle, WA Job No. 19-0407 By RAD Sheet No, 1 Date 3/19 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 5 2019 PERMIT CENTER ATC Hazards by Location oit Hazards by Location Search Information Coar4inates: 47.44783802806205, -122.26054531324485 Elevation: 25 R Timeet8mp: 2019-0341T0021.33.280Z Hazard Type: Seismic Reference Document ASCE7-10 Risk Category: 5Ito Cfsse: NICER Horizontal Response Spectrum 0010) 1.40 1,20 1.00 0,60 0,60 eao 0,20 0.00 Page 1 of 1 26 ft 2 -,3--3,0,11`,,Ali.fAl!:,-dr ' . • , ' . • • - Mappitterapeogie Design Horizontal Response Spectrum safe) 0. 0. 0.40 020 0.00 0 0 1.0 2.0 3.0 4,0 5,0 6.0 7.0 Period(o) 0 0 1.0 2.0 3.0 4.0 5.0 6.0 TO Pe 18) Basic Parameters Name Value Dosoription ea 1,445 MCEa ground motion (period,02s) Si 0.539 NICE,, ground motion (serlo4=10s) Su. 1.445 Site -modeled spectral ocosleration value Sin 0.008 SIte-modillad spectral acceleration value Sas 0.904 NtlalariC seismic design value at 0.2s SA ern 0.539 Numeric seismic design value at 1.0s SA -AddltIonal Information Hama Value Description SDC 0 Seismic design Category F. 1 Silo smoification factorial 0.2s F., 1.5 GO aMplfficallon fador et 1.0s CR,i 0.948 Coefficient or risk (0.2s) CR, 0.931 CoeffiCient of Met (1.0a) PGA 0.595 mceo peak ground ecraderafion Fp.a 1 Gee amplification factor at PGA PGA9 0.505 Ges modified peak ground accalaration TL 8 Long -period transition period (s) astil 1.445 Prohabiliatic ground motion (0,2a) SsUH 1.828 Factored uniform -hazard spectral acceleration (2% pratioldflty of exceedance In 50 years) 83D 1207 Factored daterminIsHo acceleration value i0.2.0 S1RT 0.530 Proicabilista Mar -targeted ground motion (1.5s) S1UH 0.579 Factored undorm-hazard spectral aceeleragon (2% probablily of e somata noe In .5C1 years) 81D 1.027 Factored daterrnirestIc acceleration value (1.0s) PGAd 1.154 Faded dotemanistic acaeleralkin value (PGA) rho results nickeled here DO NOT ingest any state or local amendments to the values or any delineation fines mane during lho Oisndinrg carte adopdon procass, Users shouid conlimt any 009(01 obtained from Mils tool with the Moo/ Aulhorify Having Jurisdiction betorp prooseding win, design Disclaimer Hazard loads are pro by the U.S. Goologrcal Survey ealarnic Deakin Wah Seniors. https://hazards.atcouncil.org/ 3/20/2019 . CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Periwig, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com Job Nome Job No. (sq. 9.1 By Sheet No. 41 In°t Date Project Name: New WorkSpace Model: b1 Code: 2012 NASPEC [AISI S100-2012] Page 1 of 1 Date: 03/30/2019 Simpson Strong -Tie® CFS Designer Th' 2.8,1.0 140.00 R2 8.33 Section : (2) 362S162-54 (50 ksi) Boxed C Stud Maxo ix 2213.3 Ft -Lb Va = 6743.1 Ib 1 = 1.75 inA4 Loads have not been modified tor strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (h) Ratio Span 1214.3 0.549 1214.3 None 2213_3 0.549 0.295 U339 Combined Bending and Web Crippling Reaction or Load Bearing Pa Pn Mmax intr. Stiffeners Pt Load Nib) (in) (lb) (Ib) (Ft -Lb) Value Required? R1 583.1 1.00 1268.8 2220,4 0.0 0.24 NO R2 583.1 1.00 1268.8 2220.4 0.0 0.24 NO Combined Bending and Shear Reaction or Vmax Mmax Va V + M Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Intr. R1 583.1 0.0 1.00 0.09 0.00 0.09 R2 583.1 0.0 1.00 0.09 0.00 0.09 SIMPSON STRONG.TIE COMPANY INC www.strongtiezom Project Name: New WorkSpace Model: B2 Code: 2012 NASPEC (AISI S100-2012] R1 Page 1 of 1 Date: 03/30/2019 Simpson Strong-TieC-CFS Designer 2.8.1.0 45.00 IM R2 8.00 Section : (2) 362S162-43 (33 ksi) Boxed C Stud Maxo = 1224.0 Ft -Lb Va = 3478.2 Ib I = 1.42 in"4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax! Mpos Bracing Ma(Brc) Mpos/ Deflection Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (in) Ratio 360.0 0.294 360.0 None 1224.0 0.294 0.099 L/989 Span Span Combined Bending and Web Crioplinq Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Required? R1 180.0 1.00 553.5 968.6 0.0 0.17 NO R2 180.0 1.00 553.5 968.6 0.0 0.17 NO Combined Bending and Shear Reaction or Vmax Mmax Va V + lIM Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Intr. R1 180.0 0.0 1.00 0.05 0,00 0.05 R2 180.0 0.0 1.00 0.05 0.00 0.05 SIMPS0N STRONG.TIE COMPANY INC, www.atrongtle.com Project Name: New WorkSpace Model: b3 Code: 2012 NASPEC [AISI S100-20121 Page 1 of 1 Date:03/30/2019 Simpson Strong -Tie® CFS Designer"' 2.8.1.0 10.00 10.00 sem R1 X 3.00 Point Loads P1 P2 Load(Ib) 763 740 X-DIst.(ft) 4.00 2.67 1.00 Section : (2) 362S162-54 (50 ksi) Boxed C Stud Maxo = 2213.3 Ft -Lb Va = 6743.1 Ib I s; 1.75 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (In) Ratio Span 768.0 0.347 411.3 None 2213.3 0.186 0.010 L13639 Right Cantilever 768.0 0.347 612.8 None 2213.3 0.277 0.027 L1886 Combined Bending and Web Crippling Reaction or Load Bearing Pa Pn Mmax intr. Stiffeners Pt Load P(Ib) (In) (Ib) (Ib) (Ft -Lb) Value Required? R1 -159.6 1.00 1268.8 2220,4 0.0 0.07 NO R2 1702.6 1.00 3270.5 5723.4 768.0 0.48 NO P1 763.0 1.50 1438.6 2517.5 0.0 0.28 NO P2 740.0 1.50 3455.5 6047.1 461.8 0.24 NO Combined Bending and Shear Reaction or Vmax Mmax Va V + NI Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma intr. R1 159.6 0.0 1.00 0.02 0.00 0.02 R2 929.6 768.0 1.00 0.14 0.35 0.37 P1 763.0 0.0 1.00 0.11 0.00 0.11 P2 926.3 461.8 1.00 0.14 0.21 0.25 SIMPSON STRONG,TIE COMPANY IN: www.strongtle.com -7 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774.1701 www.ctsaz.com Job Name Job No. By Sheet No. Date = 1fF Project Name: New WorkSpace Model: c1 Code: 2012 NASPEC [PUS! S100-2012] 1 11.00 ctlon : (2) 362S1 2 ksi) Boxed C Stud xo 2, 1224.0 Ft -Lb Va gm, 3478.2 lb I = 1.42 inA4 Page 1 of 2 Date: 03/30/2019 Simpson Strong -Tie@ CFS Designer TM 2.8.1.Q Loads have not been modified for strength checks Loads have not been modified foi deflection calculations Flexural and Deflection Check Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) 01) Ratio Span 0.0 0.000 0.0 None 1224,0 0,000 0.000 U0 Combined Bending and Web Crippling Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(lb) (in) (lb) (Ib) (Ft -Lb) Value Required? R1 0.0 1.00 553.5 968.6 0.0 0.00 NO R2 0.0 1.00 553.5 968.6 0.0 0.00 NO Combined Bending and Shear Reaction or Vmax Mmax Va V + NA Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Intr. R1 0.0 0.0 1.00 0.00 0.00 0.00 R2 0.0 0.0 1.00 0.00 0.00 0.00 Combined Bending and Axial Load Details Axial Lcl Bracing(in) Max K-phl Lm Bracing Allow Intr. Span (Ib) KyLy KtLt KL/r (lb-in/In) (in) load(lb) PIPa Value Span 1702.0(c) None None 108 0.0 132.0 5522.4(c) 0.31 0.31 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Span/CantiLever Span Project Name: New WorkSpace Model: c-1 Code: 2012 NASPEC IAISI S100-2012] Member Interconnection Spacing = 12 in See NASPEC D1.2 for additional interconnection requirements Simpson Strone-Tie Connectors Page 2 of 2 Date: 03130/2019 Simpson Strong-Tle® CFS Designer" A 2.8.1.0 Connector Anchor Support Rx(Ib) Ry(Ib) Simpson Strong -Tie Connector Interaction Interaction R1 0.00 1702 By Others & Anchorage Designed by Engineer NA R2 0.00 0 By Others & Anchorage Designed by Engineer NA SiniosoriSt.IjWjjtudBrdafnp Connectors Design Method = AISI S100 Bracing Design Length Number of LSUBH (in.) Braces Pn(Ib.) (Min}' Span N/A N/A NIA LSUBH (Max), N/A SUBH (Min)1 N/A NA NA SUBH MSUBH MSUBH (Max)" (MIn)1 (Max)' N/A N/A N/A Notes: 1) Values in parentheses are stress ratios. 2) Bridging connectors are not designed for back-back,box, or built-up sections. 3) Reference www.strongtie.com for latest load data, important information, and general notes 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length is larger than the span length, bridging connectors are not designed. SIMPSON STRONG:NE COMPANY M. www.strongtie.opm Project Name: New WorkSpace Model: BRACE Code: 2012 NASPEC [AISI S100-2012] 8.00 ection : 362S162 (33 ksi) Single C Stud Maxo = 440.9 Ft -Lb Va = 1023.6 Ib I = 0.55 inM Page 1 of 2 Date: 03/30/2019 Simpson Strong-Tielf0CFS Pesignerna 2.8,1.0 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Span Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (In) Ratio Span 0.0 0.000 0.0 None 272.5 0.000 0.000 L/0 Distortional Buckling Check Span Span K-phi Lm Brac Ma-d Mmax/ lb-in/In in Ft -Lb Ma-d 0.00 96.0 452.4 0.000 Combined Bending and Web Crippling Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Required? R1 0.0 1 00 165.2 289.1 0.0 0.00 NO R2 0.0 1.00 165.2 289.1 0.0 0.00 NO Combined Bending and Shear Reaction or Vmax Mmax Va V + M Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Intr. R1 0.0 0.0 1.00 0.00 0.00 0.00 R2 0.0 0.0 1.00 0.00 0.00 0.00 SIMPSON STRONG•TIE COMPANY INC. WWW3 ngtle.com SpaniCantiLever Span Project Name: Name: New WorkSpace Model: BRACE Code: 2012 NASPEC [AISI S100-2012] Page 2 of 2 Date: 03/3012019 Simpson Strong -Tie® CFS Designer."'" 2.8.1.0 Combined Bending and Axial Load Details Axial Ld Bracing(In) Max K-phi Lm Bracing Allow Intr. Span (lb) Kyly KtLt KL1r (lb-In/In) (In) load(lb) P/Pa Value Span 430.0(c) None None 156 0.0 96.0 913.6(c) 0.47 0.47 Simpson Strong -Tie Connectors Support Rx(lb) Ry(Ib) R1 0.00 430 R2 0.00 0 Simpson Strong-Tle Connector Connector Anchor interaction Interaction By Others & Anchorage Designed by Engineer By Others & Anchorage Designed by Engineer Simpson Strong -Tie Well $10 Bridging Connectors Design Method = AISI S100 Bracing Design Length Number of LSUBH (in.) Braces Pn(lb.) (Min)' Span N/A N/A N/A LSUBH (Max)' N/A SUBH (Mn)' N/A NA NA NA NA SUBH (Maxy N/A MSUBH MSUBH (Min)' (Max)' N/A N/A Notes: I ) Values in parentheses are stress ratios. 2) Bridging connectors are not designed for back-back,box, or built-up sections. 3) Reference www.strongtie.com for latest load data, important information, and general notes 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length is larger than the span length, bridging connectors are not designed. SIMPSON STRONG.TIE CO PAW NC www.strongticcom (ill CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 7741701 www.ctsaz.com Job Name Job No. By Sheet No. Date 5/0 9 1 I I Span Span Project Name: New WorkSpace Model: BRACE TOP CONNECTION - HORIZ Code: 2012 NASPEC ¶AISI S100-2012I Page 1 of 1 Date: 03130/2019 Simpson Strong -Tie® CFS DesignerN 2,8.1.0 rtmai RI. stra R2 6.00 I, X Point Loads P1 Load(Ib) 304 X-Dist(ft) 3.00 Section: (2) 362T125-43 (33 ksi) Boxed Track Maxo = 806.5 Ft -Lb Va = 3478.2 Ib 1= 1.06 in"4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Milos/ Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (in) Ratio 456.0 0.565 456.0 None 806.5 0.565 0.075 U954 Combined Bending and Web Crippling Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(Ib) (in) (lb) (Ib) (Ft -Lb) Value Required? R1 152.0 1.00 416.5 749.6 0.0 0.18 NO R2 152.0 1.00 416.5 749.6 0,0 0.18 NO P1 304.0 1.50 832.9 1499,2 456.0 0.52 NO Combined Bending and Shear Reaction or Vmax Mmax Va V + RI Pt Load (lb) (Ft -Lb) Factor ViVa M/Ma Intr. R1 152.0 0.0 1.00 0.04 0.00 0.04 R2 152.0 0.0 1.00 0.04 0.00 0.04 P1 152.0 456,0 1.00 0.04 0.57 0.57 SIMPSON SrRONG-TIE COMPANY INC, www.strongtIccom Project Name: New WOrkSpace Model: BRACE TOP CONNECTION - HORIZ Code: 2012 NASPEC [AISI S100-2012] Point Loads Load(Ib) X-Dist.(ft) 0. X P1 304 1.00 P2 304 5.00 6.00 ectlon: (2) 362T125-43 (33 ksi) Boxed Track xo = 806.5 Ft -Lb Va = 3478.2 Ib I = 1.05 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Span Ft -Lb Maxo Span 304.0 0.377 Combined Bending and Reaction or Load Pt Load P(Ib) R1 R2 P1 P2 304.0 304.0 304.0 304.0 Combined Bending and Reaction or Pt Load R1 R2 P1 P2 Vmax (Ib) 304.0 304.0 304.0 304,0 Web Crippling Bearing (in) 1.00 1.00 1.50 1.50 Shear Mmax (Ft -Lb) 0.0 0.0 304.0 304.0 Mpos Ft -Lb 304.0 Pa (Ib) 416.5 416.5 832.9 832.9 Va Factor 1.00 1.00 1.00 1.00 Page 1 of 1 Date: 03/30/2019 Simpson Strong-Tle® CFS Designer2.8.1.0 Bracing Ma(Brc) (in) Ft -Lb None 806.5 Pn (Ib) 749.6 749.6 1499.2 1499.2 VNa 0.09 0.09 0.09 0.09 Mmax (Ft -Lb) 0.0 0.0 304.0 304.0 ftl/Ma 0.00 0.00 0,38 0.38 Deflection Mpos/ Ma(Brc) (in) Ratio 0.377 0_073 U990 intr. Value 0.37 0.37 0.41 0.41 V + M Intr. 0.09 0.09 0.39 0.39 Stiffeners Required? NO NO NO NO StMPSON STRONG•T1E COMPANY INC •rww.strongtie.com p. Project Name: New WorkSpace Model: BRACE TOP CONNECTION - VERT Code: 2012 NASPEC [AM! S100-2012j R1 tert R2 6.00 X Point Loads P1 P2 Load(lb) 304 304 X-Dist.(ft) 1.00 5.00 Section : (2) 362S162-43 (33 ksi) Boxed C Stud Maxo 1224,0 Ft -Lb Va = 3478.2 lb I = 1,42 inA4 Page 1 of 1 Date: 03/30/2019 Simpson Strong -Tie® CFS Designer" 2.8.1.0 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Deflection Mmax Mmaxl Mpos Bracing Ma(Brc) Mposl Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (m) Ratio 304.0 0.248 304.0 None 1224.0 0.248 0.054 L/1325 Span Span Combined Bending and Web Cripplinq Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(Ib) (in) (Ib) (lb) (Ft -Lb) Value Required? R1 304.0 1.00 553.5 968.6 0.0 0,29 NO R2 304.0 1.00 553.5 968.6 0.0 0,29 NO P1 304.0 1.50 1241.3 2048.2 304.0 0.28 NO P2 304.0 1.50 1241.3 2048.2 304.0 0.28 NO Combined Bending and Shear Reaction or Vmax Mmax Va V + M Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Intr. R1 304.0 0.0 1.00 0.09 0.00 0.09 R2 304,0 0.0 1.00 0.4 0.00 0.09 P1 304.0 304.0 1.00 0.09 0.25 0.26 P2 304.0 304.0 1.00 0.09 0.25 0.26 SIMPSON STRONGME COMPANY INC www.strongtie.com r7 Project Name: New WorkSpace Model: BRACE TOP CONNECTION - VERT Code: 2012 NASPEC [AISI S100-20121 Page 1 of 1 Date: 03/30/2019 Simpson Strong -Tie® CFS Designer m' 2.8.1.0 esse R2 6.00 to- X Point Loads P1 Load(lb) 304 X-Dist.(ft) 3.00 Section ; (2) 362S162-43 (33 ksi) Boxed C Stud Maxo = 1224.0 Ft -Lb Va = 3478.2 lb I= 1.42 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (in) Ratio Span 456.0 0.373 456.0 None 1224.0 0.373 0.056 U1276 Combined Bending and Web Crippling Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(Ib) (in) (Ib) (lb) (Ft -Lb) Value Required? R1 152.0 1.00 553.5 968.6 0.0 0.14 NO R2 152.0 1.00 553.5 968.6 0.0 0.14 NO P1 304.0 1.50 1241.3 2048.2 456.0 0_36 NO Combined Bending and Shear Reaction or Vmax Mmax Va V + M Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Intr. R1 152.0 0,0 1.00 0.04 0.00 0.04 R2 152.0 0.0 1.00 0.04 0.00 0.04 P1 152.0 456.0 1.00 0.04 0.37 0.38 PSON SiQiG.T(ECOMANYNC www.stropgtie,com Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised JuIV 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are wite- protected. Project Title: WALKING COMPANY Date 7/1/2016 Applicant Information. Provide contact information for individual viho can respond to inquiries about compliance form information provided. For Building Department Use Company Name: r r _ , i 4 • - i i - • , k J - -------, ' z: t a t 2 ,,._ . _ Company Address: Applicant Name: Applicant Phone: Applicant Email: Project Description Include • New Building PROJ-SUM form (included • Addition in envelope forms • workbook) Alteration Kith lighting complliance E Plans Included forms. Building Additions Refer to Section C502.2.6 for additional requirements. RECEIVED CITY OF TUKWILA APR1 5 2019 Compliance Method Interior Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior lighting projects, include new + existing exterior lighting Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT lighting 0 • fixture Exterior Kattage in Proposed wattage in Proposed form. lighting 0 III irtiWrillirteEiffeR Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces Mere less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others. then provide separate lighting povier compliance forms for the MO retrofit conditions, Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional Lighting Power Interior 50% or more of existing are replaced Less than 50% of existing are replaced Lamp and/or ballast replacement only — existing total wattage not increased F 50% or more replaced - Total lighting pcmer of total LPA per Sections C405.4.2 and C405.5.2. Proposed Lighting Wattage table in LTG-INT-BLD, Less than 50% replaced - Total lighting power the total lighting pot/ter prior to alteration. Include Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE 50% threshold applies to numberof luminaires installed Kettage for exterior luminaires. lighting EA CI • new Include of for Parking + existing -to -remain new + existing LTG-INT-SPACE new + existing -to -remain new + existing -to -remain or LTG-EXT interior spaces and garage 0 0 • -to or Exterior , fixtures shall comply -remain fixtures LTG-EXT form. fixtures shall fixtures in the form. parking garages, lighting 0 0 • in not Proposed and _ with exceed total I recPREVIEWED FOR e0DE000MPLit-AME commisAtiriff&Mb MAY 0 3 2019 City of Tukwila BUILDING DIVISION Lighting Controls Interior New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) New or moved lighting panel Interior space is reconfigured - luminaires unchanged or relocated New wiring or circuit - For interior lighting, provide occupancy sensor controls per C405.2.1, daylight specific lighting controls per C405.2.5. For exterior New or moved panel - Provide all applicable lighting time witch controls per C405.2.2. Reconfigured interior space - Provide all required space. Application specific lighting control provisions lighting FA • • Parking garage Exterior lighting 0 0 0 required manual controls per C405.2.3, responsive controls per C405.2.4 and application lighting, provide required controls per C405.2.7. controls as noted for New Wiring and automatic lighting controls that apply to a new interior per C405.2.5 do not apply to reconfigured • No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Change of Space Use ri Existing interior lighting systems in areas under -going a change in space use are upgraded to —. comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. o(20-7 Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all Ri Revised July 2016 Project Title: WALKING COMPANY Date 7/1/2016 Interior Lighting System Description Interior Lighting Power Allowance Method a Building Area Method M Space -by -space Method Select method used in project. Interior Lighting Controls a All C405.2.1 - C405.2.8 Controls 0 C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) • Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply math C406.4, no less than 90% of the total installed interior lighting power shall comply viith required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply viith: 0 a C405.2 thru C405.5 Commercial Lighting Controls and LPA 0 C406.3 High Efficacy Lighting 0 Exterior Lighting System Description Interior Lighting - Space -By -Space Method LTG-INT-SPACE 2015 Washington State EnergyCode Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all RI Revised July 2016 Project Title: WALKING COMPANY Date 7/1/2016 Calculation ' Area T" 0 0 Addition - 0 Addition stand alone + existing 0 Spaces where < 50% of Spaces where .>_. 50% of n luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type • Standard Q Additional Efficiency Package Option 0 C406.3 Reduced Interior Lighting To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage "°"1 Location (plan #, room #) Space Type Ceiling HeightNalE2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) Sales area 940 1 , 270 1194 Storage room 1000 0. 500 500 Restroom: all other 60 3' 780 47 Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAYwiE 8 Total Area Retail Display 2000 LTG-INT-DISPLAY Allowed Watts Allowance from 432 2173 Proposed Lighting Wattage Location (plan #, room #) Fixture Description Ncirt 4. 6' 6 Number of Fixtures Watts/ Fixture 43-rt 7 Watts Proposed LINEAR STRIP LIGHT W/ DIFFUSER 4 42 168 LINEAR STRIP LIGHT 16 42 672 RECESSED SQUARE LIGHT 18 37 671 Proposed Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 432 1943 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description. indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4,1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed tamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 wetts/fineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building fighting systems to demonstrate compliance. Refer to C502.1. Interior Display Lighting - Space -by -Space LTG-INT-DISPLAY 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all IR1 Revised July 2016 Project Title: WALKING COMPANY Date 7/1/2016 General Note - In Sales areas, an increase in lighting poner allowance is permitted for lighting installed specifically for the purpose of highlighting merchandise. Only Sales areas illuminated with eligible merchanise display lighting may be included in the Gross Interior Area under each Retail category. This lighting poner allowance is the Maximum Retail Display Allonence OR the Total Retail Proposed Display Watts, whichever is less. Proposed retail display lighting wattage that exceeds this allowance is applied to general area lighting. Maximum Allowed Retail Display Lighting Wattage For Building Department Use Location (plan #, room #) Retail Sales Area TypeNOTE 1 Gross Interior Area in ft2 Allowed Watts per ft2 NOTE 2 Watts Allowea (watts/fx area) 102 Retail 3: Furniture, clothing, cosmetics, artwork 940 1 . 4 0 1316 Total Retail With Display Are Maximum 940 Total Watts ing Base Allowanc; AllowancrTE 1316 Retail Display Ligh Retail Display 500 Proposed Retail Display Lighting Wattage "TE' Retail Area Location (plan #, room #) Fixture Description NOTE 5 Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Retail 3 102 RECESSED ADJUSTIBLE MULTISLOT 29 1 8 13 2 RETAIL DISPLAY WATTAGE ALLOWANCE - AS PROPOSED Proposed Retail Display Lighting Totals from LTG-INT-DISPLAY Total Retail Proposed Display WattsN°TE 7 Retail Display Power AllowanceN°TE 8 432 432 Retail 1 Retail 2 Retail 3 Retail 4 432 Note 1 - Select retail sales areas from drop down menu. Only retail sales areas that complyWth C405.4.2.2.1 may be entered in this table. Note 2 - Retail display lighting power allonences per C405.4.2.2.1, Equation 4-11. Note 3 - Maximum retail display Aettage allowance as calculated per C405.4.2,2.1, Equation 4-11. Note 4 - Only separately controlled retail display fixtures that are independent of general area lighting per C405.4.2.2.1 may be entered in this table. Note 5 - For proposed Fixture Description, list ALL proposed display lighting fixtures. Indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in fee() in addition to the fixture, lamp, and ballast information. Note 6 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaries with screwin lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp nettage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busney systems, enter the larger of the attached luminaire wattage or 50 netts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 7 - Total Retail Proposed Display Watts is automatically entered into the Proposed Fixture Wattage table in LTG-INT-SPACE. Note 8 - Retail display lighting power allowance is the lesser of the Maximum Retail Display Allowance OR the Total Retail Proposed Display Watts. Retail display nettage allonence is automatically entered in the Maximum Alloned Lighting Wattage table in LTG-INT-SPACE. Note 9 - Enter a unique title for each lobby area in project that has art/exhibit display lighting. Note 10 - Lobby art and exhibitdisplay wattage allowance per Table C405.4.2(2), Footnote c = 0.5 W/f12. Note 11 - Proposed display lighting totals for each lobby area per information entered into Proposed Lobby Art/Display Lighting Wattage , Interior Display Lightir4 e-by-Space LTGANT-MSPLAY 20 "r 'In- ate Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 general area fi hfin , may be entered in this table. Revised July 2016 Priii@kt latki4obby,WkAkAiivikketence is automatically entered in LTG-INT-SPACE. Date 7/1/2016 General Note - In Lobby areas, an additional Kettage allowance is permiited for lighting installed specifically for the purpose of highlighting art and exhibits. Only Lobby areas with eligible display lighting may use this additional allowance. Proposed display lighting for each Lobby area may not exceed this allowance. Maximum Allowed Lobby Art/Exhibit Display Lighting Wattage For Building Department Use Lobby Area NOTE 9 Lobby Description including (plan # & room #) Gross Interior Area in ft2 Maximum Display Watts Allowed Per Area NOTE tr) Proposed Display Lighting Total Per Area NOTE 11 Total Lobby with Display Area' Total Lobby Art/Exhibit Display AllowanceTE 13 Proposed Lobby Art/Exhibit Display Lighting Wattage NOTE" Lobby Area Location (plan #, room #) Fixture Description NOTE 5 Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Total Lobby Art/Exhibit Proposed Display Watt, City of 7 ukwila Department of Community Development - Jack Pace, Director December 13, 2019 Paola Sainz Retail Amp Design 1620 Fifth Ave, Suite 110 San Diego, CA 92101 RE: Request for Extension #1 Permit Number D19-0127 Dear Ms. Sainz, Allan Ekberg, Mayor This letter is in response to your written request for an extension to Permit D19-0127. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through June 24, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D19-0127 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov RETAIL 11/19/2019 RE: Permit No. D19-0127 The Walking Company 122 Southcenter Mall Dear Mr. Bill Rambo: RECEVED NOV 21 2019 Community Development Please accept this letter as written request for permit extension of the above referenced project for The Walking Company tenant improvement. Our client has been doing company restructuring and recently acquired a new CEO, which has decided to develop a rebranded prototypical design for their stores. At the moment any active locations they had planned for renovation were placed on hold until all branding decisions are finalized. Construction has not begun at this location and there are negotiations with the landlord for a new construction start date. Please reach out if you have any additional questions- Thank You! Sincerely, Project Manager, Retail AMP Design Request for Extension # 1 Current ETiration Date: 12-'9-24 "*/ Extension Request: Approved for Denied (provide explanation) days Signature/Initials �"\ J City of Tukwila Department of Community Development 11/1/2019 PAOLA SAINZ 1620 5TH AVE # 110 SAN DIEGO, CA 92101 RE: Permit No. D19-0127 THE WALKING COMPANY 122 SOUTHCENTER MALL Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/24/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/24/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D19-0127 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 TO: FROM: DATE: SUBJECT: 0 Richard Takechi Rachelle Ripley April 29, 2019 The Walking Company Permit Numbers D19-0127 EL19-0339 M19-0062 PG19-0060 NDUM Ott- Cciaewt. (es-1•CP ,-i•;9- Please credit $1,724.92 (one thousand seven hundred twenty-four dollars and ninety-two cents) for a credit card transaction made on January 23, 2019. The credit card was charged twice. Please provide the refund as follows: Account 000.322.102.00.00: $ Account 000.322.103.00.00: $ Account 000.345.830.00.00: $ Account 000.345.832.00.00: $ Account 000.369.908.00.00: $ Thank you! 102.05 33.25 1,312.14 227.24 50.24 Total: $ 1,724.92 RacheAle Ripley From: RichandTakechi Sent Thursday, April 25i28198:32AK4 To: RacheUeRip|ey Subject: RE: The Walking Company Double Charge - D19-0127 Hd|oRachcUe. That amount was charged twice on4/l7/1g. And can you also have Nora sign off ofitaswell? Thank you. Richard From: Rache|}e Ripley <Rachele. Rip|ey@Tukvv|aVVA.gov> Sent: Thursday, April 25,2U188:14AM To: Richard Takechi«Kichard.Takechi@Tukwi|aVV&gov> Subject: FVV:The Walking Company Double Charge 'Dl9'01J7 Hi Richard, Can you look into this and let me know if we received double payment on this? If we did I will process a refund request. Thank you, RacheUe Ripley Permit Coordinator City of Tukwila 206-433-7165 Raohe11o.Rio1eyATukwi1aVVA.govIhttp:8wvmw.Tukwi|aVVA,qov From. Shanta| Hi|nnan<shanta|Pretai|annp.net> Sent: Wednesday, April 24,ZO19J:U9PK4 To: Rache||eRipley <Rache||e.Rip|eY0DTukvxi|aVVA.Aov> Cc: Paul A|ahco<pau|@retai|arnp.net>; Dawn Carey <dawn0Dretai|annp.nct> Subject: The Walking Company Double Charge 'D19'U1Z7 HiRacheUe, Thank you for helping me with this issue. Please find attached our invoice for the complete $1,724.92. We were charged that amount twice onApril 17. Permit numbers: 019-0127 EL19'O339 KU1g-0U62 PG19-006O Double charge: 1 • • r7Pax ea!e '.)3741 (9)V1& it ,124 92 ce".4f*....,1 or, Apo Additional merchant and transactionintorinanon %NW cp,p ELLS "t,tt ti dial trIttr MOE and ltatrkiti•Orl In(1)11r14000 Let me know if you need anything else from me. Thanks, shantal hilman retail amp design 619.215.1677 main 619.245.2013 direct 1620 Fifth Avenue #1 10 I San Diego I CA I 92101 www.retailamo.net Please consider the environment before printing this e-mail. si,724 92 .!rnded 00.9 nor the portion GI entity to Aihit.;11 and may contiii“ ilfornration that is p,ivit.e...teri, 01.'41,0116M ot die iniolinaiirtlil herein h eiriyane other than thr.. intended r.:ttipiont, rthe inos',agr, to tht, pst,,hrh h.Ave rectavoa this cornmonicahoh Qi forpleT,,e CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 2 \ EIViT COOD CO r f PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0127 DATE: 04/15/19 PROJECT NAME: THE WALKING COMPANY SITE ADDRESS: 122 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Lk\V\ Building Division ik tki Public Works to\ A-11/1 AVvo Fire Prevention Structural r7\11\ 3 1\\PC Planning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/18/19 Structural Review Required REVIEWER'S INITIALS: DATE: Lil APPROVALS OR CORRECTIONS: Approved Li Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 05/16/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire El Ping 0 PW 0 Staff Initials: 12/18/2013 110111C hg[1,1110} 01111i1CA Search L&I Safety & Health Claims & Insurance Washington State Department of Labor & Industries Inucx 1101) Workplace Rights Trades & Licensing VCMG LLC Owner or tradesperson REITANO, JOHN Principals REITANO, JOHN, PARTNER/MEMBER WA UBI No 603 188 059 107 SNOWY EGRET WAY SEBASTIAN, FL 32958 609-798-0330 Business type Limited Liability Company Certifications & Endorsements OMWBE Certifications No active certifications exist for this business, Apprentice Training Agent Not allowed to have apprentices. 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. VCMGLL*8610H Effective — expiration 09/05/2014— 09/05/2020 Bond AEGIS SECURITY INS CO Bond account no, B10022568 $12,000 00 Received by L&I Effective date 09/05/2014 08/04/2014 Expiration date Until Canceled Insurance Peleus Insurance Company $1,000,000.00 Policy no 103GL002943100 Received by L&I Effective date 06/05/2019 06/06/2019 Expiration date 06/06/2020 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 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some -..ots may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Public Works Requirements Workplace safety and health State Dept of Labor & industries Use of this sile is subject to the laws of the slate of Washington. Help us improve -------- ------------------------ - ---- - ---- - -------------------- - ------ PROJECT DATA SHEET INDEX JOB* 19-1489 PROJECT ADDRESS: 122 SOUTHCENTER MALL SPACE #624 SEATTLE, WA 98188 THE WALKING COMPANY an EXISTING BUILDING: EXISTING USE ..................................... ....... ....... _ ..... GROUP M MERCANTILE STORIES........................ ........................................... IN MALL 3 IN SPACE I CONSTRUCTIONTYPE ..................................................... _ ..................... __ ................... 26 WESTFIELDSOUTHCENTER SPRINKLERED ................... _ ....................... ......... _ .................. ....... ............. _YES TENANT IMPROVEMENT: SPACE #624 TOTAL LEASE AREA .............................................. _ ...... ___ ............. ...... 1964 SF 22 SOUTHCENTER MALL TOTAL USABLE AREA ......................................... __ ................................................. 1612 SF SEATTLE, WA 98188 SALES AREA 869/60 15 OCC STOCKROOM 685/300 20CC RESTROOM & CORRIDOR 244/300 1 OCC TOTAL OCCUPANCY LOAD: 180CC PROJECT CODE ANALYSIS GOVERNING CODES: NUMBER OF EXITS REQUIRED ...... ....... ................... ___ ......................... 2 BUILDING: 2015 INTERNATIONAL BUILDING CODE FIRE: 2015 INTERNATIONAL FIRE CODE NUMBER OF EXITS PROVIDED .............................................................. .............. ................. 2 PLUMBING: 2015 UNIFORM PLUMBtNG.CODE ACCESSIBILITY: [CC/ANSI Al 17.1 MECHANICAL: 2015 INTERNATIONAL MECHANICAL CODE ENERGY: 2015 WASHINGTON STATE ENERGY CODE ELECTRICAL: 2017 NATIONAL ELECTRICAL CODE *AND ALL APPLICABLE LOCAL AND STATE LAWS AND REGULATIONS VICINITY MAP MALL KEY PLAN --SCOPE OF WORK TENANT IMPROVEMENT REMODEL WORK FOR EXISTING M OCCUPANCY SUITE IN EXISTING COVERED THE WALKING CO. SHOPPING CENTER LEVEL 1. I Z SPACE #624 LEVEL 1 NEW PARTITION WALLS g _ E _T 1,964 SF. NEW ELECTRICALNECHANICAL, PLUMBING AND STRUCTURAL 1" V R ALP NEW STOREFRONT SYSTEM q % H r NEW INTERIOR FINISHES A ...... ...... NORDSIROM rrlacys Ll A & . ......... H A ,5HE k 1 1 'A "'M U40 k,1,110 W DEFERRED SUBMITTALS 9 9 - FIRE ALARM STORE#: 624 RE TERE CHIT M JIMMYL, OWEII STATE OF 3SHVGTON EMEMESOMOMEMMEMMM PROJECT COORDINATOR RETAIL WIM NNI P 'V A4111M, TZ'* D E S. I -'� N 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 F_ z LL1 5; UJ 0 W a. 'ampz < _J z < 00 LLJ a W OMNI z Ir co WNm W -- z L.- W � UJ LU z 5 85 UJ 0 UJ C-4 to ml 0 FIRE SPRINKLER t SHELVING RACKING U) fl N sum ------ ----- - - - ------- H P 4 0 LL SEPARATE SUBMITTALS i -- - ---- \,I pu,0--- 1 REVISIONS MECHANICAL No Changes shall be made to the scope UJ IN- ELECTRICAL of work wittiout onor aporoval Of the PLUMBING Tukwila Building Division SIGNAGE NOTE: Revisions will require a new plan submittal and may include additional Plan review, SYMBOLS PROJECT CONTACTS BECTON 9 SECTION/ELEVATION CEILING ELEVATION BREAK LINE LANDLORD: ARCHITECT OF RECORD: SHEq# REFERENCE REFERENCE/ TRUE =:?(� LEASE LINE 1111 NORTH NORTH NORTH WESTFIELD RSW CONSULTANTS FILE COPY KEYNOTE BARRICADE LINE ARROW 2800 SOUTHCENTER MALL 12035 COLWICK STREET Permit N.. DETNL# REFERENCE SEATTLE, WA 98188 SAN ANTONIO, TX 78216 DETAIL REFERENCE MATCHILINE CONTACT: JIMMY POWERS Plan review appro6l IS subject to errors and SHEET # CONTACT: EMILY YEE (TENANT COORDINATOR) omissions Approval Of construction documents does REVISIONS F-DT51 FIXTURE TYPE ELEVATION # PH: (773) 372-0565 PH: (701) 641-0403 D JOT aouth inze the violation of any adopted code or ROOM N ME �ROOM NAME EMAIL: EMILY.YEE@URW-COM EMAIL: RSW@TEXAS.COM EXPIRE ordinance Receipt Of approved Field Copy and PRELIMINARY LANDLORD SUBMITTAL 03.11.19 ENLARGED PLAN ROOM NUMBER ROOM DESIGNATION ELEVATION EXTERIOR . L! PLAN # FM-TL-3-1 FINISH SYMBOL I A-101 ELEVATION S �ET#_ SHEET geo: H DRAWN ON-) UN 2A 2021 ORWING DO D TENANT: MEP ENGINEER: LIFVELNAME d-� F MS IEMD FOR FACE OF FINISH REVISION CLOUD ELEVATION THE WALKING COMPANY GMEP ENGINEERS BU;� IV of T.- UN BOUNDARY--1 -CODEWMPLKWM CENTER OF GRID REFERENCE L DINC 'ItVI1,10N STUD OR U.N.O. ? INTERIOR 2475 TOWNSGATE RD. SUITE 200 26439 RANCHO PKWY S. SUITE #120 0 COLUMN GRID PRIMARY UNITS E ATION ELEVATION WESTLAKE VILLAGE, CA 91361 LAKE FOREST, CA 92630 APPROVED ELEVATION CONTACT: JOE ALUETA - DIRECTOR OF STORE PLANNING CENTERLINE REFERENCE TYPICAL DIMENSION SHEET(DRAWNON) CONTACT: JUSTIN KORSON DOOR NUMBER M STRING PH: (805)496-3005 PH: (949) 267-9095 MAY 03 2019 DOOR REFERENCE EMAIL: JOEA@THEWALKINGCOMPANY.COM EMAIL: JUSTINK@GMEPE.COM (SEE DPORSCHIDUIE) ------- ABBREVIATIONS PROJECT COORDINATOR: STRUCTURAL ENGINEER: _29itir of Tukilitila LqUILDING DIVISION A.G.T. ACOUSTICAL CEILING TILE EXT. EXTERIOR MEP MECH., ELEC. & PLUMB. R.D. ROOF DRAIN UBC UNIFORM BUILDING CODE RETAIL AMP DESIGN CARUSO TURLEY SCOTT INC. A.F.F. ABOVE FINISH FLOOR F.D. FLOOR DRAIN MFD. MANUFACTURED R.I. ROUGH IN UFC UNIFORM FIRE CODE 1620 FIFTH AVE. SUITE 110 1215 W. RIO SALADO FIN. FINISH MFR. MANUFACTURER REQ'D REQUIRED U.L. UNDERWRITERS LABORAT SAN DIEGO CA, 92101 TEMPE, AZ 85281 ALUM ALUMINUM RICHARD DAHLMANN BLKG. BLOCKING F.G. FINISH GRADE MTD. MOUNTED R.O. ROUGH OPENING U.N.O. UNLESS NOTED OTHERWISE CONTACT: PAOLA SAINZ CONTACT: PH: (619)215-1677 PH: (480) 774-1700 BM. BEAM FLR. FLOOR MTL. METAL S.C. SOLID CORE VAR. VARIES EMAIL: PAOLA@RETAILAMP.NET EMAIL: RDAHLMANN@CTSAZ.COM F.S. FLOOR SINK N.I.C. NOT IN CONTRACT S.F. SQUARE FEET V.C.T. VINYL COMPOSITION TILE B.O. BOTTOM OF F.O.S. FACE OF STUD (A) NEW SHT. SHEET VEST. VESTIBULE C.C. CENTER TO CENTER C.F.C.I. CONTRACTOR FURNISHED CONTR. INSTALLED FINS. FINISH SURFACE N.T.S. NOT TO SCALE Sim. SIMILAR V.I.F. VERIFY IN FIELD RECEIVED COVER SHEET G.J. CONTROL JOINT F.R.A. FIRE RESISTANT TREATED O.C. ON CENTER SPEC. SPECIFICATIONS W.C. WATER CLOSET CITY OF TUKWILA C.L. CENTER LINE FSM FIRE SPRINKLER MAIN O.F.C.I. OWNER FURNISHED SERV.SINK. SERVICE SINK WD. WOOD CLR CLEARANCE F.V. FIELD VERIFY CONTRACTOR INSTALLED S-S. STAINLESS STEEL W,H. WATER HEATER APR 15 2019 C.M.L. CONCRETE MASONRY UNIT GA. GAUGE O.M. OPERATIONS MANAGER STR. STRUCTURAL W/ WITH SEPARATE PERMIT CONC. CONCRETE GALV. GALVANIZED OPP OPPOSITE SUSP. SUSPENDED REPUIRED FOR; PERMIT CENTER MEMMEMEMMMMMMENSINSEM COL. COLUMN GC GENERAL CONTRACTOR OPNG. OPENING T.B.D TO BE DECIDED Fvl/ Mechanical C.T. CERAMIC TILE GILS. GLASS O.T.O. OUT TO OUT T.O.0 TOP OF CURB Electrical SHEET NUMBER D.F.RINKING FOUNTAIN GYP. BD. GYPSUM BOARD P.D. PANIC DEVICE T.O.M TOP OF MASONRY DIAMETER HT. HEIGHT P.L.PROPERTY LINE T.O.P TOP OF PANEL Plumbing DIA' a Gas Piping Dim. DIMENSION H.M. HOLLOW METAL PLAM. PLASTIC LAMINATE T.O.S TOP OF STEEL IBC INTERNATIONAL BUILDING CODE PLYWD. PLYWOOD T.O.W TOP OF WALL City of Tukwila D.B.L. DOUBLE (E) EXISTING IFC INTERNATIONAL FIRE CODE RAO. RADIUS T.O.SF TOP OF STEEL FRAMING BUILDING DIVISION AmOnO E.J. EXPANSION JOINT JT. JOINT (R) RELOCATE, UNO T.S. TUBE STEEL ELEV. ELEVATION MDF MEDIUM DENSITY BOARD R.C.A. REFLECTED CEILING PLAN TYP. TYPICAL EQ. EQUAL SHEET NAME 01- GENERAL A-0.0 COVER SHEET A-0.1 GENERAL NOTES A-0.2 SYMBOLS & NOTES _- K0.3 - --------------- [RESPONSIBILITY MATRIX A-0.4 SCHEDULES A-0.5 EGRESS PLAN A-0.6 SITE REFERENCE PLAN A-0.7 LOD FIELD VERIFICATION D-1.0 EXISTING CONDITIONS I DEMOLITION PLAN 9 02 - ARCHITECTURAL A-1.0 CONSTRUCTION & FINISH FLOOR PLAN A-1.1 REFLECTED CEILING & POWER PLAN A-1 .2 FIXTURE PLAN A-1.3 FIXTURE DETAILS A-1.4 FIXTURE DETAILS A-2.0 INTERIOR ELEVATIONS A-2.1 INTERIOR ELEVATIONS A-2.2 ----------------------- ENLARGED RESTROOM PLAN & ELEVATIONS A-3.0 STOREFRONT ENLARGED PLAN & ELEVATION A-3.1 STOREFRONT SECTIONS & DETAILS A-3.2 DETAILS A-33 DETAILS 12 ----------------- 03-STRUCTURAL S-1.0 GENERALSTRUCTURALNOTES S-2.0 PLANS E�-4.0 SECTIONS & DETAILS 3- 04- MECHANICAL M-1.0 HVAC GENERAL NOTES AND LEGENDS M-1.1 HVAC EQUIPMENT SCHEDULE AND DETAILS M-2.0 HVAC CEILING PLAN 3 05 - ELECTRICAL E-1.0 ELECTRICAL GENERAL NOTES & SINGLE LINE E-2.0_ ELECTRICAL POWER & LIGHTING PLANS E-3.0 ELECTRICAL SEATTLE LIGHTING FORMS 3 -- ---------- 06 - PLUMBING P-1.0 PLUMBING GENERAL NOTES 1 TOTAL SHEETS: 31 ADA ACCESSABILITY NOTES OWNERS NOTES - ------- - - -------- FIRE DEPARTMENT NOTES BUILDING DEPARTMENT NOTES BUILDING DEPARTMENT NOTES CONT. JOB* 19-1489 DOORS 1. REFER TO OWNER SUPPLIED MATERIAL SCHEDULE ISSUED AT THE START OF 1. PROVIDE A PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 35. MECHANICAL, ELECTRICAL AND PLUMBING SUBJECT TO FIELD CHECK. STORE* 624 CONSTRUCTION. (2A-10BC OR 3A-40BC VERIFY) WITHIN 75'TRAVEL DISTANCE TO ALL PORTIONS OF THE REFER TO TITLE SHEET AND PROJECT DATA FOR ALL APPLICABLE CODES. 1. DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE AND MOUNTED 30" TO 44" 2. SCHEDULE CANNOT BE ALTERED BY GC UNLESS REVIEWED & APPROVED BY TENANT. BUILDING BY CONTRACTOR DURING CONSTRUCTION. 36. PROVIDE EXIT ILLUMINATION IN COMPLIANCE WITH ALL APPLICABLE CODES. A ABOVE THE FLOOR PER CODE. 3. WITHIN TWO (2) DAYS OF START OF CONSTRUCTION, THE GENERAL CONTRACTOR 2. GENERAL CONDITIONS: THE GENERAL CONTRACTOR SHALL COMPLY WITH THE SECOND SOURCE OF POWER IS REQUIRED. SHALL PROVIDE TO THE TENANT AND ARCHITECT: A DIMENSIONAL SKETCH SHOWING 2. PLANS FOR THE MODIFICATION OF EXISTING FIXED FIRE PROTECTION EQUIPMENT LATEST EDITION OF THE AIA GENERAL CONDITIONS. 2. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR ANY EXISTING OBSTRUCTIONS WHICH CONFLICT WITH THE CONTRACT. GCTOUSE SHALL BE PROVIDED AND SUBMITTED BY INSTALLING CONTRACTOR AND SHALL BE 37. NO SUBSTITUTIONS PERMITTED WITHOUT ARCHITECT'S AND/OR OWNER'S WRITTEN EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PUSH OR PULL EFFORT FIELD VERIFICATION PLAN. IF ARCHITECT IS NOT NOTIFIED WITHIN THIS PERIOD OF APPROVED BY THE FIRE PREVENTION BUREAU, OWNER'S INSURANCE ORGANIZATION 3, THE GC SHALL VISIT THE SITE, VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS APPROVAL. ggsg SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE FOR SLIDING DOORS. WHERE FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE ANY CHANGE ORDERS REQUIRED DUE TO EXISTING CONDITIONS. IT SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACT AMOUNT WILL NOT BE AND THE ARCHITECT PRIOR TO INSTALLATION, WHERE APPLICABLE INSTALLATION CONTRACTOR SHALL BE NOMINATED BY THE MALL. AND NOTIFY THE ARCHITECT AND OWNER OF ANY DISCREPANCIES. THE TENANT GC SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS, 38. FIRE DAMPER, ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES RE RE TER`" IT THE DOOR MAY BE INCREASED TO 15 POUNDS, REFER TO APPLICABLE CODE(S). ADJUSTED FOR THESE ISSUES. INCLUDING UTILITIES PRIOR TO THE SUBMISSION OF BIDS. SHALL BE APPROVED BY THE BUILDING/FIRE DEPARTMENTS. 3. REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A LEVEL FLOOR OR 4. GENERAL CONTRACTOR SHALL OBTAIN AND ACKNOWLEDGE RECEIPT OF THE TENANT CONSTRUCTION MANUAL AND SHALL BECOME FAMILIAR WITH ALL 3. AUTOMATIC SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13 4. THE GC SHALL CAREFULLY EXAMINE THE SITE AND SHALL THOROUGHLY FAMILIARIZE 39. ALL INTERIOR FINISHES SHALL COMPLY WITH THE FLAME SPREAD RATING AS jl.mmy POWERS LANDING ON EACH SIDE OF THE DOOR. THE FLOOR OR LANDING SHALL NOT BE MORE THAN CONSTRUCTION RULES AND PROCEDURES AS SET FORTH BY THE LANDLORD AND STANDARDS OR APPLICABLE FIRE CODE. HIMSELF WITH ALL EXISTING CONDITIONS WITHIN THE SCOPE OF THIS WORK. DATA REQUIRED BY APPLICABLE CODE. STATE O�y WASt H '! 1/2"LOWER THAN THE THRESHOLD OF THE DOORWAY. NOTE: AN EXCEPTION IS PERMITTED GOVERNING AUTHORITIES PRIOR TO COMMENCING WORK. WORK REQUIRED TO IN THE SPECIFICATIONS AND THE DRAWINGS ARE AS ACCURATE AS POSSIBLE, BUT FOR EXTERIOR LANDINGS, WHICH MAY SLOPE UP TO 1/4"PER FOOT (2%) IN ANY DIRECTION, TAKE PLACE AT NIGHT OR DURING OFF HOURS SHALL BE VERIFIED WITH THE 4. AUTOMATIC FIRE DETECTION AND ALARM SYSTEM PLANS SHALL BE PROVIDED AND ARE NOT GUARANTEED. THE GC SHALL VERIFY LOCATIONS, LEVELS, DISTANCES, 40. BRACING FOR ALL EXTERIOR AND INTERIOR METAL STUD WALLS SHALL BE PROVIDED FOR SURFACE DRAINAGE. REFER TO APPLICABLE CODE(S). LANDLORD'S REPRESENTATIVE AND ITS COST TO BE INCLUDED IN THE BID. THE SUBMITTED TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL BY THE AND FEATURES OF THE SITE AND RELATED IMPROVEMENTS THAT MAY AFFECT THE AS RECOMMENDED BY THE METAL STUD MANUFACTURER. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING MALL FINISHES THAT INSTALLING CONTRACTOR. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 72 WORK. BY ACT OF SUBMITTING A BID, THE GC IS DEEMED TO HAVE MADE SUCH 4. THE LOWER 10" OF ALL DOORS SHALL BE SMOOTH AND UNINTERRUPTED TO ALLOW ARE TO REMAIN. STANDARDS, NATIONAL ELECTRICAL CODE, STATE FIRE MARSHAL REGULATIONS AND EXAMINATION AND TO HAVE EXAMINED ALL ARCHITECTURAL, MECHANICAL, 41. ARCHITECTURAL REFLECTED CEILING PLAN TAKES PRECEDENCE OVER ENGINEERS THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR 5. INSURANCE CERTIFICATES, LIST OF SUBCONTRACTORS AND BUILDING PERMITS ALL APPLICABLE FIRE CODES. STRUCTURAL AND ELECTRICAL DRAWINGS, AND TO HAVE MADE ALLOWANCE PLANS FOR LOCATION OF LIGHTS, SWITCHING AND EXIT SIGNAGE. PROJECT COORDINATOR HAZARDOUS CONDITION. NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH PANEL ON MUST BE COPIED AND FILED WITH THE TENANT COORDINATOR PRIOR TO THEREOF IN PREPARING HIS BID. NO EXTRA CHARGES WILL BE CONSIDERED FOR THE PUSH SIDE OF THE DOOR. COMMENCING CONSTRUCTION. GC TO SEND CLIENT & PROJECT COORDINATOR 5. MAINTAIN ONE HOUR FIRE -RESISTIVE WALL CONSTRUCTION AT BUILT-IN FIXTURES COSTS RESULTING FROM FAILURE TO COMPLY WITH THE ABOVE. 42, COMBUSTIBLE MATERIALS MAY NOT BE INSTALLED IN PLENUM SPACE. COPIES OF INS. CERTIFICATE AND SUB -LIST W/APPLICATION #1 OF PAYMENT. SUCH AS FIRE EXTINGUISHER CABINETS, AND ELECTRICAL PANELS EXCEEDING 16 SANITARY FACILITIES & GENERAL CONTRACTOR AND SUBCONTRACTORS MUST NOTIFY THE TENANT SQ. IN. IN AREA. 5. SIGNAGE IS SUBJECT TO SEPARATE PERMITS AND MALULANDLORD/TENANT RE-rAIL LANDLORD NOTES COORDINATOR AT LEAST 48 HOURS PRIOR TO THE START OF WORK. COORDINATION APPROVAL, WHICH SHALL BE THE RESPONSIBILITY OF THE SIGNAGE SIGNAGE SHALL 0 m m I 5. DOORWAYS LEADING TO THE MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY 7. GENERAL CONTRACTOR TO SUBMIT A COMPLETE WORK SCHEDULE TO THE 6- A 44" AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ROOMS LEADING TO INSTALLING CONTRACTOR. VENDOR PROVIDE SHOP AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12 LONG AND A VORTEX POINTING ARCHITECT, OWNER AND THE LANDLORD CONTACT BEFORE CONSTRUCTION BEGINS. EXIT DOORS- DRAWING FOR APPROVAL. ffir I xv 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH LANDLORD'S TENANT UPWARD, WOMEN'S FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" IN 8. THERE SHALL BE A PRE -CONSTRUCTION CONFERENCE ATTENDED BY THE TENANT A'^') DIAMETER. UNISEX FACILITIES SHALL BE IDENTIFIED BY A CIRCLE WITH A TRIANGLE COORDINATOR, AND GENERAL CONTRACTOR, AND APPROPRIATE SUBCONTRACTORS 7. CEILING TO BE COMPOSED OF INCOMBUSTIBLE MATERIALS. S. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY DESIGN AND TECHNICAL CRITERIA AND CENTER'S RULES AND REGULATIONS. ALL D E S I G N SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. THE REQUIRED SYMBOLS PRIOR TO COMMENCEMENT OF ANY WORK. OR ANY SPECIAL KNOWLEDGE OR EFFORT, NO DEADBOLTS, NO SLIDING BOLTS, ETC.' SHALL OBTAIN A COPY FROM LANDLORD'S TENANT COORDINATOROR SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60". PROVIDE ANY ADDITIONAL SIGNAGE 9. IF ANY CONFLICTS OR DISCREPANCIES EXIST WITHIN THESE DRAWINGS, THE 8. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME -PROOF IN AN MALL FACILITIES MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS AS REQUIRED BY APPLICABLE CODES. CONTRACTOR IS TO NOTIFY ARCHITECT AND OWNER UNLESS INSTRUCTED APPROVED MANNER. 7. LATCHING AND LOCKING DOORS IN A PATH OF TRAVEL SHALL BE OPERATED WITH A CONTAINED WITHIN PRIOR TO START OF JOB. WHERE LANDLORD'S REQUIREMENTS 1620 5TH AVE OTHERWISE IN WRITING, ASSUME THE MORE EXTREME CONDITION APPLIES. SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL SUITE 110 6. ADDITIONAL SIGNAGE REQUIREMENTS: RAISED LETTERS SHALL BE PROVIDED AND 10 ONLY BUILDING DEPARTMENT, APPROVED, STAMPED AND SIGNED DOCUMENTS (OR 9. CONTRACTOR SHALL REPLACE ALL DAMAGED FIREPROOFING (WHEN APPLICABLE). BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT THE ABILITY APPLY. SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH BUILDING CODES. THEY FULL REPRODUCTIONS THEREOF) ARE TO BE UTILIZED FOR CONSTRUCTION TO GRASP THE OPENING HARDWARE. SAN DIEGO, CA 92101 SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL 10. ENTRY DOORS TO BE CLOSED AND LOCKED AFTER BUSINESS HOURS, Z TENANT IS REQUIRED TO PERFORM A SITE SURVEY OF THE ENTIRE PREMISES PRIOR WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, CONTRACT DOCUMENTS AND OF THE VARIOUS TRADES UNDER HIS CONTRACT. 8. LOCKED DOORS SHALL EXIT IN THE DIRECTION OF TRAVEL. TO COMMENCEMENT OF TENANT'S CONSTRUCTION. ANY VARIANCES BETWEEN PH: (619) 215-1677 SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. 12. AIA DOCUMENTS A201 & A101 (LATEST EDITION) SHALL APPLY TO ALL WORK AND ii. PROVIDE RUBBER GASKETS ON REAR DOOR TO ACHIEVE SMOKE -PROOF THESE APPROVED PLANS, LANDLORD PROVIDED LOD AND ACTUAL SITE CONDITIONS MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE FINISH FLOOR TO THE CENTER LINE OF MATERIALS REQUIRED FOR COMPLETION OF THIS PROJECT- CONSTRUCTION ACCEPTABLE BY THE FIRE PREVENTION BUREAU. 9, ALL PRIMARY ENTRANCES TO STORE SHALL BE MADE ACCESSIBLE TO THE SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. ALL COSTS ASSOCIATED WITH THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY 13. THE CONTRACTOR MUST COMPREHEND AND COMPLY WITH THE NATURE, LOCATION, HANDICAPPED. REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE RESPONSIBILITY OF TENANT. APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS GENERAL CONDITIONS AND LOCAL CONDITIONS INCLUDING THOSE BEARING UPON 12. USE OF PLASTIC FOR WALL OR CEILING COVERING, OTHER THAN LUMINOUS CEILING, OR STANDING WITHIN THE SWING OF A DOOR. TRANSPORTATION CODES AND ORDINANCES, DISPOSAL, HANDLING AND STORAGE IS PROHIBITED UNLESS SPECIFICALLY APPROVED FOR EACH USE. io. CONTRACTORS SHALL PROVIDE ALL REQUIRED ACCESS PANELS WHERE NECESSARY 3. TENANT GC REQUIRED TO CONDUCT A PRECONSTRUCTION MEETING AT A MINIMUM 3 OF MATERIALS, AVAILABILITY OF LABOR, TYPE OF PAYMENT AND FACILITIES FOR ACCESS TO FIRE DAMPERS, ELECTRICAL DISCONNECTS, PUMPS, VALVES, ETC- DAYS PRIOR TO START OF CONSTRUCTION WITH FACILITIES MANAGER AND ASIDE BY 7. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER REQUIRED TO DO SO PROPERLY. 13. ALL SECURITY DOOR AREAS TO BE PROVIDED WITH A KEY LOCKING DEVICE SO AS TO WHERE SUCH PANELS ARE LOCATED IN A FIRE -RATED WALL OR CEILING, THE PANEL ALL CURRENT "TENANT CONTRACTOR SAFETY STANDARDS" AND "TENANT THAN 34" ABOVE THE FINISHED FLOOR AND WITH A CLEARANCE OF AT LEAST 291, FROM THE 14. THE CONTRACTOR SHALL SUBMIT FOR, OBTAIN AND PAY FOR ALL PERMITS, FEES ENABLE DOOR TO BE LOCKED IN THE OPEN POSITION AND SO LOCKED DURING ASSEMBLY SHOULD EQUAL THE RATING OF THE ASSEMBLY PENETRATED. THE CONSTRUCTION RULES AND REGULATIONSAS ISSUED BY THE LOCAL CENTER FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP AND LICENSES REQUIRED TO PERFORM THE WORK. A COPY OF SUCH PERMITS BUSINESS HOURS (WITH THE EXCEPTION OF THE REAR SERVICE DOOR). PAINTING CONTRACTOR WILL BE RESPONSIBLE TO PAINT ALL ACCESS DOORS TO MANAGEMENT TEAM. EXTENDING A MINIMUM OF 30" IN WIDTH AND 8" MINIMUM DEPTH AT THE TOP. TOE SHALL BE FURNISHED TO THE OWNER. CONTRACTOR SHALL GIVE NOTICES AND MATCH ADJACENT SURFACE. CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9" HIGH FROM THE PAY FOR INSPECTIONS AND TESTS. GC TO HANDLE ALL COSTS AS A CHANGE 14. EMERGENCY LIGHTING SHALL BE PROVIDED WITH AN ILLUMINATION VALUE OF ONE 4. BARRICADE GRAPHICS REQUIRED TO BE INSTALLED WITHIN 48 HOURS OF BARRICADE FLOOR AND A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY. ORDER AND SUBMIT TO PM FOR APPROVAL. FOOTCANDLE AT FLOOR LEVEL. ii. CONTRACTOR TO SECURE ALL PERMITS REQUIRED BY THE FIRE AND BUILDING INSTALLATION. GRAPHICS MUST BE APPROVED BY DISTRICT MARKETING MANAGER 15. THE WORK SHALL BE LAID OUT FROM DIMENSIONS SHOWN ON THE DRAWINGS DEPARTMENTS PRIOR TO OCCUPYING THIS SPACE. MICHELLE GILES (MGILES@WESTFIELD,COM 206-802-6048). & HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR ONLY, DO NOT SCALE DRAWINGS. CONTRACTOR SHALL WORK FROM MOST RECENT 15. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE FIRE MARSHALL z OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER DRAWINGS SUPPLIED BY OWNER OR ARCHITECT. SHALL BE INSTALLED- 12. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY REQUIRED TO THE 5. TENANT GC REQUIRED TO PROVIDE ONE FINAL SET OF DRAWINGS CONTAINING ALL W LAVATORIES. Is- THE GENERAL CONTRACTOR AND SUBCONTRACTORS MUST BE LICENSED IN THE OF TRAVEL WHEN SERVING 50 OR BE SUIT JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK. COMMENTS INCLUDING WESTFIELD, CITY AND TENANT AS WELL AS WESTFIELD TC STATE IN WHICH THIS PROJECT IS LOCATED, AND CONTRACTORS OBTAINING 16. EXIT DOORS SHALL SWING IN THE DIRECTION EXIT APPROVAL STAMP AND CITY PERMIT STAMP AT PRECONSTRUCTION MEETING AND 9. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE PERMITS SHALL HAVE A CITY BUSINESS LICENSE, OR AS REQUIRED BY THE MORE PERSONS AND THE HAZARDOUS AREA. MAINTAINED AT WORK SITE AT ALL TIMES. LIJ SIDE OF TOILET AREAS. BUILDING DEPARTMENT. 13. DETAIL DRAWINGS AND INSTRUCTIONS- IF WORK IS REQUIRED IN A MANNER THAT > 17. REFER TO THE SPECIFICATIONS FOR INFORMATION YET TO BE DETERMINED. 17. DOORS OPENING INTO ONE -HOUR FIRE -RESISTIVE CORRIDOR SHALL BE PROTECTED MAKES IT IMPOSSIBLE TO PRODUCE: 6. TENANT MUST MAINTAIN ACCESS, AS REQ'D, TO ALL UTILITY SYSTEMS SERVING THE 10. WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING 18. ALL SUSPENDED GYP. BD. OR ACOUSTICAL TILE OR WOOD CEILINGS OVER 144 WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A MIN. 20 MINUTE RATING. 1. 13.1. FIRST CLASS WORK, OR SHOULD DISCREPANCIES BASE BUILDING OR ADJACENT TENANTS. 0 MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT SQUARE FEET IN AREA SURROUNDED BY WALLS ATTACHED TO THE STRUCTURE APPEAR AMONG CONTRACTUAL DOCUMENTS, REQUEST 0� GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE ABOVE, OR ANY LAY -IN PANEL CEILING SURROUNDED BY WALLS NOT ATTACHED TO 18. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SHALL BE INTERPRETATION BEFORE PROCEEDING WITH WORK. IF GC 7. ALL REUSED ITEMS/FINISHES MUST BE RETURNED TO LIKE NEW CONDITION. THAN 44" ABOVE THE FLOOR. THE STRUCTURE ABOVE MUST BE LATERALLY BRACED AND INCLUDE COMPRESSION ENERGIZED FROM SEPARATE CIRCUITS, ILLUMINATION SHALL NORMALLY BE FAILS TO MAKE SUCH REQUEST, NO EXCUSE WILL APPROVAL BY WESTFIELD REQUIRED. STRUTS. THE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-9" ON CENTER, PROVIDED BY THE PREMISES WIRING SYSTEM. IN THE EVENT OF FAILURE OF THIS THEREAFTER BE ENTERTAINED FOR FAILURE TO CARRY OUT 11, THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE WITH THE FIRST POINT AT 6'4' FROM EACH WALL, PERIMETER WIRES TERMINATE 8" SYSTEM, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY VALUE OF ONE FOOTCANDLE AT WORK IN A SATISFACTORY MANNER. 2. 13.2. SHOULD CONFLICT OCCUR IN OR BETWEEN DRAWINGS NO ADDITIONAL SIGNAGE, GRAPHICS OR MERCHANDISE FIXTURES ARE PERMITTED CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER OUT FROM FACE OF WALLS. WIRES SHALL BE SPACED A MINIMUM OF 6!'FROM ALL SYSTEM. EMERGENCY LIGHTING SHALL GIVE A FLOOR LEVEL. OR SPECIFICATIONS, GC IS DEEMED TO HAVE ESTIMATED ON TO BE AFFIXED TO OR ON THE APPROVED DESIGN, DISPLAYED OUTSIDE OF THE z THAN 5 LBS. HORIZONTAL PIPING OR DUCTWORK THAT IS NOT PROVIDED WITH BRACING PREMISES OR PLACED WITHIN OR ON TOP OF COUNTERS AND SNEEZE GUARDS RESTRAINTS FOR HORIZONTAL FORCES. BRACING SHALL BE ATTACHED TO THE GRID MORE EXPENSIVE WAY OF DOING WORK, UNLESS HE SHALL WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDLORD. ALL LANDLORD 12. SELF -CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS AND TO THE STRUCTURE WITH A MINIMUM OF THREE TURNS, TO SUPPORT A DESIGN 19 FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE DUCTS PENETRATE FIRE- HAVE ASKED FOR AND OBTAINED WRITTEN DECISION BEFORE APPROVED SIGNAGE, PROMOTIONAL OR OTHERWISE, SHALL BE PROFESSIONALLY 00 OPEN FOR AT LEAST 10 SECONDS. LOAD OF 200 POUNDS WITH A SAFETY FACTOR OF 2. ATTACHED EACH LIGHT RATED WALLS OR CEILINGS. SUBMISSION OF PROPOSAL AS TO WHICH METHOD OR PRINTED AND MOUNTED. W 00 13. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS AND MOUNTING DEVICES FIXTURE INSTALLED IN ACOUSTIC TILE OR SUPPORTED BY AN INTERMEDIATE OR HEAVY DUTY CEILING SYSTEM WITH 12 GAUGE WIRE TO THE GRID WITHIN 3" OF EACH 20 EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A MATERIALS WILL BE REQUIRED. GC SHALL INFORM ARCHITECT IMMEDIATELY IF SUCH CONFLICT BETWEEN DRAWINGS OR 9� WESTFIELD TC APPROVAL REQUIRED PRIOR TO BARRICADE TAKE DOWN. TENANT GC l Ix twomZ co LU M SHALL MEET THE SPECIFICATIONS OF THE APPLICABLE BUILDING/PLUMBING CODE(S). THE CORNER OF THE FRAME. EACH FIXTURE WEIGHING LESS THAN 56 POUNDS SHALL KEY, TOOL OR SPECIAL KNOWLEDGE OR EFFORT. SPECIFICATIONS OCCUR- CONNECTIONS: TO SCHEDULE PRELIMINARY PUNCH WALK WITH WESTFIELD TC ONE WEEK PRIOR TO I-- < GRAB BAR AND ANY WALL OR SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ALSO BE CONNECTED TO THE STRUCTURE ABOVE W1 TWO 12 GAUGE SLACK WIRES AND 14. ALL ATTACHMENTS, CONNECTIONS, OR FASTENINGS OF ANY NATURE SCHEDULED BARRICADE TAKE DOWN . z ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". CONNECTED TO FIXTURE HOUSING. EACH FIXTURE WEIGHING 56 POUNDS OR 21. ALL ASSEMBLED ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED ARE TO BE PERMANENTLY SECURED IN CONFORMANCE WITH BEST W W LIJ 0 0 d MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. PER UBC BE VISIBLE FROM APPROACHING PEDESTRIAN WAYS. PRACTICE; GC IS RESPONSIBLE FOR PROVIDING THEM ACCORDING TO THESE CONDITIONS. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST GC; THEY 10. GC MUST HAVE WESTFIELD STAMPED DRAWINGS ON STIE AT ALL TIMES AND WILL L:c _j SINGLE ACCOMMODATION FACILITIES/UNISEX STANDARD 47- 18 AN D ICBO REPORT #4071 "METAL SUSPENSION SYSTEMS FOR 22. CONTRACTOR SHALL ENSURE ALL FINISH MATERIALS WILL BE FLUSH AND INTERIOR DO NOT ILLUSTRATE EVERY SUCH DETAIL. PUNCHLIST OFF OF WESTFIELD STAMPED DRAWINGS ONLY 9 z 5 14. THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH PROVIDES A MINIMUM 28" 19. ACOUSTICAL TILE AND LAY-INPANEL CEILINGS". VERIFY WITH LANDLORD. GC IS NOT TO PROCEED WITH ANY WORK ABOVE AND BEYOND PLANS WITHOUT FINISHES MUST CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE(S) DENSITY RATES. ALL DECORATIVE 15. VERIFY LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND ii. REACH OUT TO THE REQUIRED VENDORS FOR THE FIRE ALARM AND SPRINKLERS I .0 0, LU 0 U) W CLEAR SPACE FROM A FIXTURE OR 3Z'CLEAR SPACE FROM A WALL ON ONE SIDE. A ARCHITECT PROJECT COORDINATOR CLIENT APPROVAL. FOR FLAME SPREAD INDEX RATINGS AND SMOKE GET THE DRAWINGS IN FOR PERMIT ONCE PRE -CONSTRUCTION MEETING IS (j) MINIMUM OF 48" CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. MANUFACTURED ITEMS WHERE APPLICABLE. SCHEDULED. 04 X N RESTROOM FIXTURES AND ACCESSORIES 23. FIRE EXTINGUISHERS SHALL BE PROVIDED, PER ALL APPLICABLE FIRE CODES AND 16. VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL APPLICABLE DRAWINGS BEFORE POURING CONCRETE. 12. TENANTS ON THE GROUND FLOOR REQUIRING BELOW -GRADE WORK SHALL �_i D SHALL MEET STANDARDS. COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT 0 15. NEW CONSTRUCTION, WATER CLOSETS IN ACCESSIBLE RESTROOMS 24. THE CONSTRUCTION, REMODEL, AND DEMOLITION SHALL COMPLY WITH NFPA 17. ALL GLASS AND GLAZING SHALL CONFORM WITH ALL APPLICABLE CODES AND WITH DISTURBANCE OF LANDLORD'S BELOWGRADE UTILITIES. ON COMPLETION OF PATCHING OF THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR THE FOLLOWING REQUIREMENTS: 15.a. THE CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT STANDARDS. U.S. CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS. GLAZED OPENINGS BARRIER, RIER, AND CONCRETE. THE OLD PORTION OF THE MALL HAS A STRUCTRUAL SLAB REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. ON THE SIDE 25. PORTABLE FIRE EXTINGUISHERS SHALL BE HUNG NO MORE THAN 5 FEET HIGH IN LESS THAN 18 INCHES ABOVE ADJACENT FLOOR SHALL BE TEMPERED GLASS APPROVED FOR IMPACT HAZARD- LATHING, PLASTERING AND GYPSUM DRYWALL AND NEEDS TO BE VERIFIED WITH STRUCTURAL ENGINEER FOR ANY PENETRATIONS 0 1 5,b, THE CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED OF THE TOILET AREA (WIDE SIDE) AND BE NOT MORE THAN 44- ABOVE LOCATION AS DESIGNATED BY THE LOCAL FIRE DEPARTMENT. THEY SHALL EITHER SHALL CONFORM WITH THE APPLICABLE BUILDING CODE, GYPSUM DRYWALL (AT TENANT'S EXPENSE) TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY _j UJI THE FLOOR. THE FORCE TO ACTIVATE THE FLUSH VALVE SHALL BE NO BE HOUSED IN A CABINET OR SURFACE MOUNTED (AS INDICATED ON FLOOR PLAN). FASTENERS SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. MORE THAN 5 POUNDS. THEY SHALL BE IN A NORMAL PART OF TRAVEL, AND SIGNS SHALL BE CONSPICUOUS. BEFORE JOINTS ARE TAPED. ALL DRYWALL SHALL BE 5/8" THICK, TYPE 'X', UNLESS LL NOTED OTHERWISE. USE 5/8" GREENBOARD AT DAMP LOCATIONS. 13. TENANT'S GENERAL CONTRACTOR, AT TENANT'S EXPENSE, SHALL BE REQUIRED TO 16. LAVATORIES SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: PROVIDED IN FRONT 26. ALL INTERIOR FINISHES MUST COMPLY WITH ALL APPLICABLE CODES. is. LATHING, PLASTERING AND GYPSUM DRYWALL SHALL CONFORM WITH THE FURNISH TEMPORARY WEATHERPROOFING FOR ALL ROOF PENETRATIONS, UNTIL LU 16.a. A MINIMUM OF 30" x 48" CLEAR SPACE SHALL BE OF THE LAVATORY FOR FORWARD APPROACH. THE CLEAR SPACE 27. ALL SUSPENDED CEILINGS SHALL COMPLY WITH ALL APPLICABLE CODES. APPLICABLE BUILDING CODE. GYPSUM DRYWALL FASTENERS SHALL BE INSPECTED LANDLORD'S ROOFING CONTRACTOR HAS MADE FINAL WEATHERPROOF PATCHES, AT TENANT'S EXPENSE. TENANT'S STORE SPACE NUMBER SHALL BE PERMANENTLY MAY INCLUDE KNEE AND TOE SPACE BENEATH THE FIXTURE. 28. PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOORS, CEILINGS AND ROOF CEILINGS AND APPROVED BY THE BUILDING DEPARTMENT BEFORE JOINTS ARE TAPED. ALL DRYWALL SHALL BE 5/8" THICK, TYPE 'X', UNLESS NOTED OTHERWISE. USE 5/8" STENCILED ON ONE SIDE OF ANY ROOF -MOUNTED HVAC UNIT, WITH MINIMUM THREE- 16.b. THE CLEAR SPACE BENEATH LAVATORIES SHALL BE A MINIMUM OF 29" HIGH x 30" WIDE x 8" DEEP AT THE TOP AND 9" HIGH x 30" WIDE x 1T' SHALL BE PROTECTED AS REQUIRED BY ALL APPLICABLE CODES AND THE GREENBOARD AT DAMP LOCATIONS. INCH (3') HIGH LETTERS. DEEP AT THE BOTTOM FROM THE FRONT OF THE FIXTURE- THE BUILDING/FIRE INSPECTOR. 19� IN ALL INSTANCES, PROVIDE ISOLATION OF ALUMINUM FROM ADJACENT STEEL- 14. ALL ROOF AND SLAB PENETRATIONS MADE BY TENANT'S GENERAL CONTRACTOR MAXIMUM HEIGHT OF THE COUNTERTOP SHALL BE 34". 29� EXIT CORRIDORS AND EXIT PASSAGEWAYS SHALL BE FIRE -RESISTIVE SHALL CONFORM TO LANDLORDS STANDARD CRITERIA AND SHALL BE SUBJECT TO 16.c. ALL HOT WATER AND DRAIN PIPES UNDER THE LAVATORY SHALL BE CONSTRUCTION RESPECTIVELY WITH OPENINGS PROTECTED IN ACCORDANCE WITH 20. PENETRATION OF PLUMBING THROUGH FLOORS SHALL BE SEALED WITH NOW LANDLORD'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. INSULATED- 16.d. THE FAUCET CONTROLS AND OPERATING MECHANISM SHALL BE OF ALL APPLICABLE CODES. HARDENING SEALANT OR GASKETING. WEATHERPROOFING OF ANY ROOF PENETRATIONS REQUIRED BY TENANT SHALL BE PERFORMED BY LANDLORD'S AUTHORIZED ROOFING CONTRACTOR. TENANT'S THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING 30. EXITS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED MEANS OF EGRESS TO A 21. PROVIDE ALL NECESSARY BACKING AND FRAMING FOR WALL MOUNTED METAL LIGHT GENERAL CONTRACTOR SHALL PAY ALL SUCH COSTS, THEREFORE, DIRECTLY TO OF THE WRIST AND HAVE AN OPERATING FORCE OF NOT GREATER PUBLIC WAY. NO DEAD END EXIT CORRIDOR SHALL EXCEED 20'. FIXTURES MIRRORS AND ALL OTHER ITEMS REQUIRING SAME. SUCH ROOFING CONTRACTOR UPON THEIR DEMAND. ANY FAILURE TO FOLLOW THIS THAN 5 POUNDS. PROCEDURE, AND ANY DAMAGES RESULTING THEREFROM, SHALL BE AT THE 16.e. IF SELF -CLOSING VALVES ARE USED THEY SHALL REMAIN OPEN FOR 3t FIRE ALARM DEVICES MUST COMPLY WITH ADA REQUIREMENTS FOR AUDIBLE AND 22. COORDINATION IN ADDITION TO GENERAL COORDINATION. COORDINATE THE TENANT'S SOLE COST AND EXPENSE. AT LEAST 10 SECONDS. 16.f. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER VISUAL. INTERFACING OF ALL ITEMS WHICH RELATE TO THE MALL BUILDING AND WHICH ARE 15. INSTALL ALL DUCTWORK AS TIGHT TO STRUCTURE AS POSSIBLE. ROUTE TO AVOID LAVATORIES. 32. BUILDING OCCUPANT SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT COVERED BY SEPARATE CONTRACT. LIGHT FIXTURES. MAINTAIN DUCT HEIGHTS TO ACCOMMODATE CEILING HEIGHTS. REVISIONS ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED AND FROM THE FIRE PREVENTION BUREAU PRIOR TO OCCUPYING THIS BUILDING. 23� ALL POWER -ACTUATED PINS/ANCHORS SHALL BE "RAMSET" #2230 AT 32" O.C. FOR REFER TO REFLECTIVE CEILING PLAN. PRELIMINARY LANDLORD SUBMIMAL 03.11.19 17. ALL ASSEMBLED BE VISIBLE FROM APPROACHING PEDESTRIAN WAYS. INTERIOR, NON -LOAD BEARING PARTITIONS PER ICBO #1639. 33. PROVIDE UL DESIGN #WL1001 FOR ANY PENETRATIONS THROUGH RATED is. ALL REQUIRED DOORWAYS SHALL BE T-O" x 6'.8" (MINIMUM). PARTITIONS. REFER TO DETAILS. 24� DIMENSIONS SHOWN ON FLOOR PLANS ARE TO FACE OF FINISHED WALLS, COLUMN, FINA ,;ZEVIEVVEDFOR 0 R GRID LINES AND FACE OF METAL STUD PARTITIONS AS INDICATED ON DRAWINGS. ___AP 19. HAND ACTIVATED DOORS SHALL BE OPERABLE WITH SINGLE EFFORT TYPE 25. UNLESS OBVIOUSLY SHOWN, DOOR LOCATION NOT LOCATED BY DIMENSION SHALL HARDWARE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. BE CENTERED BETWEEN WALLS AND SHALL BE LOCATED (4!') FOUR INCHES FROM 20. EACH SIDE OF AN ENTRANCE SHALL BE LEVEL WITH AN AREA IN THE DIRECTION OF THE FINISH WALL TO THE EDGE OF DOOR BUCK. MDF MAY 03 THE DOOR SWING OF AT LEAST 60" AND A LENGTH OPPOSITE THE DIRECTION OF THE DOOR 26. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER -FLASHING AND EXPANSION SWING OF 44" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER TO BE WEATHERPROOF. CitY of Tukwila POSITION. 21. FLOOR OR LANDING SHALL BE NOT MORE THAN 10FROM THE THRESHOLD OF THE 27. PROVIDE LATERAL BRACING FOR ALL NEW SUSPENDED CEILINGS/SOFFITS (WHERE G DIVISION DOORWAY WITH A SLOPE NO GREATER THAN 1:2. REQUIRED) PER DETAILS AND ALL APPLICABLE CODES. LIGHT FIXTURES INSTALLED IN SUSPENDED CEILINGS SHALL BE SECURED TO MAIN AND/OR CROSS RUNNERS WITH CLIPS (WHERE REQUIRED). 22. FLOORS SHALL BE SLIP -RESISTANT. 23. CENTER OF GRIP OF OPERATING HANDLE OR SWITCHES SHALL BE NOT LESS THAN 28. ALL SUSPENDED CEILINGS SHALL COMPLY WITH ALL APPLICABLE CODES. 3'-0" NOR MORE THAN 4'-0" ABOVE THE FLOOR OR WORKING PLATFORM. 29. ALL WORK INVOLVING CUTTING, PATCHING AND NEW OPENINGS AT THE EXISTING 24. BOTTOM OF THE MIRROR SHALL BE LOCATED WITHIN 40" OF THE FLOOR AND MUST ROOF SHALL BE PERFORMED BY THE LANDLORD -NOMINATED ROOFING GENERAL EXTEND TO A MINIMUM OF 74" ABOVE THE FLOOR. CONTRACTOR, NOTES 25. HEIGHT OF CLOTHING HOOKS SHALL NOT BE GREATER THAN 48" FROM THE FLOOR. 30� CONTRACTOR TO POST OCCUPANT LOAD SIGNS COMPLYING WITH APPLICABLE CODES. RECEIVED CITY OF TUKWILA 26. GRAB BARS, FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 POUNDS POINT LOAD BEARING SHEAR AND TORSION. THE GRAB BAR AND ANY WALL OR 31, ALL FIELD WELDS SHALL BE DONE BY CERTIFIED WELDERS AND SPECIALLY APR 15 2019 OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. INSPECTED PER APPLICABLE CODES. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8", 32. STOREFRONT GLASS SHALL BE FIRMLY SUPPORTED PER CODE. PERMIT CENTER SHEET NUMBER 27. LAVATORIES ADJACENT TO WALL SHALL BE CENTERED Is" MIN. FROM SIDE WALL 33- THE MALL DESIGN AND TECHNICAL MANUALS SHALL BECOME A PART OF THE WITH RIM OF COUNTER NO HIGHER THAN 34" FROM FINISH FLOOR. 28. SELF -CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SECONDS. 34, CONSTRUCTION DOCUMENTS FOR THIS PROJECT. THE TENANT SPACE A PRIMARY ENTRANCE TO THE BUILDING, THE PRIMARY PATH OF 9, AmmO. 1 TRAVEL FROM THE ENTRANCE TO THE TENANT SPACE AND THE SANITARY FACILITIES, DRINKING FOUNTAINS AND PUBLIC TELEPHONES SERVING THE TENANT SPACE MUST BE ACCESSIBLE TO THE HANDICAPPED. 42" MIN. 18" HOLD 54" MIN. STAINLES STEEL S 39"Al" GRAB bo BAR PER CODE 12" MAX MI 36" MIN �k 12" MAX TISSUE DISPENSER '27". �24 Z'_ 0 c-- ­-D !CLEAR FLOOR ni GO SPACE L ---------- QD co v 60" MIN. 12" MAX. 36" MAX NOTE: NOTE: MIRRORS SHALL BE MOUNTED WITH STAINLESS STEEL HANDICAP GRAB BARS PER CODE. GC TO PROVIDE BOTTOM EDGE OF THE'REFLECTING SOLID WOOD BACKING FOR SECURE MOUNT. A HANDRAIL OR GRAB SURFACE' NO HIGHER THAN 40 INCHES BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE (1015 MM) MAX A.F.F.; THE TOP OF THE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A 'REFLECTING SURFACE' SHALL BE AT MINIMUM RADIUS OF 1/8". GRAB BARS MUST BE ABLE TO SUPPORT A 250 LEAST 74 IN. (1880 MM) A.F.F. AT THE POUND LOAD AND SHALL NOT ROTATE WITHIN THEIR FITTINGS. TOPMOST EDGE FINISH WALL MIRROR 7" MIN ----- - --------- CEILING I LIGHT SENSOR WALL MOUNTED SMOKE :z DETECTOR ---------- QD FIRE ALARM STROBE ------------ M MANUAL FIRE ALARM PULL STATION TELEPHONE OUTLET DATA OUTLET THERMOSTAT WALL SWITCH MISCELLANEOUS RECEPTACLE 9 ul Fo LIGHT SENSOR mi FINISH FLOOR -j MOUNTING HEIGHTS b of w � 5; = z 90 - - ANY DISTANCE- 13N 4'MAX. CLEAR WIDTH PROTRUDING PROTRUDING OBJECT OBJECT Utj 0 ­1 Ltj cc DID A, OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE TELEPHONE & ELECTRICAL PANELS) WITH THEIR LEADING EDGES BETWEEN 27 IN. AND 80 IN. (685 MM AND 2030 MM) ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4 IN. (100 MM) INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. B. OBJECTS WITH THEIR LEADING EDGE BELOW 27 IN. (685 MM) ABOVE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. C. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR FLOOR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. PROTRUDING OBJECTS DOOR TYPE: 1. MINIMUM 12" HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHER ATTACHED PANEL OR BOTTOM RAIL. HARDWARE: 2. ABLE TO OPEN FROM INSIDE WITHOUT USE OF KEY OR SPECIAL 34" - 41T' KNOWLEDGE OR EFFORT. LEVER OR 3. ABLE TO OPEN BY SINGLE EFFORT U SHAPED LEVER -TYPE DEVICE (NOT HANDLE REQUIRING GRASPING). ----- 4. MOUNTED 36" TO 4Z*� 5. MAXIMUM 8.5 LBS. EFFORT TO OPERATE EXTERIOR DOOR, 5 LBS. KICK FOR INTERIOR. PLATE uj F- �4 0 u 0 DID RUBBER BUMPER :E w ON CHAIR 0 DOOR REQ. 4 THIS DRAWING IS NOT INTENDED TO COVER ALL ACCESSIBILITY REQUIREMENTS, BUT RATHER TO HIGHLIGHT AREAS OF COMMON CONCERN VERIFY ALL ACCESSIBILITY REQUIREMENT WITH THE ADA AND LOCAL ACCESSIBILITY REQUIREMENTS THE DETAILS OF THIS -SHEET INDICATE GENERAL ACCESSIBILITY REQUIREMENTS. THEY ARE TO BE USED AS INFORMATION AND AS A GUIDELINE FOR SITUATIONS NOT DESCRIBED ON MORE SPECIFIC DRAWINGS. 11 IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO APPLY THE DETAILS AS REQUIRED. IF ANY OF THE DETAILS ON THIS SHEET CONFLICT WITH OTHER CONSTRUCTION DOCUMENTS, NOTIFY THE ARCHITECT OF RECORD. STANDARDS ARE BASED ON ANSI -Al 17.1 MORE STRINGENT REQUIREMENTS BY FEDERAL OR LOCAL JURISDICTION SHALL TAKE PRECEDENCE. ACCESSIBILITY NOTES: ALL 1 . THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36 IN EXCEPT AT DOORS, DOORWAYS WITH A MAXIMUM DEPTH OF 24 IN SHALL HAVE A MINIMUM CLEAR OPENING OF 32 IN WITH THE DOOR OPEN 90 DEGREES. MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. 2. WALKS: SLOPE SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL OR 2% IN CROSS SLOPE. 3. PARKING: SLOPE WITHIN ACCESSIBLE PARKING SPACES SHALL BE LESS THAN 2% IN ANY DIRECTION. 4. CURB RAMPS: SHALL NOT EXCEED A SLOPE OF 8% AND'FLARED SIDES' ARE TO A MAX OF 10% MIN WIDTH IS 48" MIN CURB RAMPS SHALL HAVE A DETECTIBLE WARNING CONSISTING OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 IN. A HEIGHT OF NOMINAL 2.35 IN AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, WITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT. 5. ENTRANCES: MANEUVERING AREA AT LANDINGS AT ALL ENTRANCES IS LEVEL, THE MAXIMUM SLOPE SHALL NOT EXCEED 2%. JOB#: 19-1489 STORE#: 624 R ISTE ly (7 O/ I V.11' I. POWERS L POWERS .T. STAT OFWASHINGTON' .FWASH PROJECT COORDINATOR RE rAlL R bob I 033 1141 1 A 0110m - D E S I G N 1620 5TH AVE SUITE 110 �l ..... ADA COMPLIANT SINK ADA FAUCET I_ z SCHEDULED 7; GRAB BAR ED (D CLEAR L 0 FLOOR d FLOOR &5 c� [SPACE cd o 0 coll 51/2" KNE[i 1/8" TOEcn MIN 1 1/4" �_l 112'11 CLR. CLR. HOLD RESTROOM REQ. 6- HANDRAILS: (IF REQUIRED) SHALL BE INSTALLED BETWEEN 34" AND 36" ABOVE RAMPS- DOORS AND HARDWARE: t REFER TO HARDWARE SCHEDULE FOR MOUNTING HEIGHTS, 2. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AR ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 3. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE, LEVER- OPERATED MECHANISMS, PUSH -TYPE MECHANISMS, AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 34"-48�'A.F.F. 4. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 5. MINIMUM FORCE FOR PUSHING OR PULLING OPEN AN INTERIOR HINGED DOOR SHALL BE 5 LBS. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLT OR DISENGAGE OTHER DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION. GROUND & FLOOR SURFACES: 1. GROUND AND FLOOR SURFACE ALONG ACCESSIBLE ROUTES IN ACCESSIBLE ROOMS AND SPACES INCLUDING, FLOORS, WALK", RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM AND SLIP- RESISTANT. CONTROLS & OPERATING MECHANISMS: TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE 1. CONTROLS AND/OR MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR CONTROLS SHALL BE NO GREATER THAN 5LBS. THEY SHOULD BE MOUNTED A MAX OF 48" A.F.F. AND A MIN OF 15" A.F.F. 2. PUBLIC TELEPHONES: HIGHEST OPERABLE PART SHALL BE LESS THAN 48" A.F.F. DRINKING FOUNTAINS (WHERE APPLICABLE): 1. DRINKING FOUNTAIN'S SHALL HAVE THE CONTROLS MOUNTED ON THE FRONT SIDE NEAR THE FRONT EDGE. THE SPOUT SHALL BE NOT HIGHER THAN 36" A.F.F. THE SPOUT SHALL BEAT THE FRONT EDGE AND PROVIDE A WATER FLOW AT LEAST 4" HIGH. PROVIDE AS SECOND WATER FOUNTAIN MOUNTED AT STANDARD HEIGHT FOR THE PERSONS BENDING PROBLEMS. CLEAR KNEE SPACE BETWEEN THE BOTTOM OF THE APRON AND FLOOR SHALL BE 27" HIGH, 30" WIDE AND 17" TO 19" DEEP. PROVIDE A CLEAR FLOOR SPACE OF 30"X48" AT EACH FOUNTAIN. PUBLIC TOILET ROOMS (WHERE APPLICABLE): 1 ALL TOILET FIXTURES, ACCESSORIES, DOORS AND PARTITIONS TO MEET THE REQUIREMENTS OF THE LOCAL BUILDING CODE. 2. GRAB -BARS SHALL BE 1-1/2" DIAMETER X 42" LONG AT SIDE OF W.C. STAINLESS STEEL MOUNTED SUCH THAT THERE IS 1-11Z' CLEARANCE BETWEEN THE BAR AND THE WALL THE BAR SHALL NOT ROTATE IN IT'S MOUNTING. THE END OF THE BAR SHALL NOT BE MOUNTED FURTHER THAN 12" FROM THE BACK WALL OF THE TOILET STALL. PROVIDE BACKING IN THE WALLS TO MOUNT THE GRAB BARS SUCH THAT THE BARS WILL SUPPORT 250 POUNDS. THE GRAB -BARS SHALL BE MOUNTED 33" TO 36" A.F.F. 3. THE WATER CLOSET SEAT SHALL BE 17" TO 19" A.F.F. AND THE W.C. SHALL BE MOUNTED 18!'FROM THE SIDE WALL TO THE CENTER OF THE W.C. THE FLUSH VALVE SHALL BE A MAX OF 44" A.F.F. ANDREVISIONS LOCATED ON THE WIDE SIDE OF THE ROOM OR STALL. SAN DIEGO, CA 92101 PH: (619) 215-1677 z Lu ui > 0 w 0. z z 00 2.P:7 UJ co w A 00 1=04 z uj 14 k I �- 0 w Z*z- A ['4 uj L) (3 ui 3: In 0 z 0 5 w uj (1) uj 0,11 U) 0 w u cl) uj 3-:1 RECEIVED CITY OF TUKWILA APR 15 2019 PERMIT CENTER CLEARANCE NOTES: 1 60" CLEAR BETWEEN LAVATORY & SIDE WALL OPPOSITE THE WATER CLOSET. 2. 28" MIN CLEAR BETWEEN 60 LAVATORY TO FURTHEST PROTRUDING q IN. ir H­ EDGE OF WATER OLD HOLD F CLOSET, TYPICAL. 36 .'T " (MIN) GRAB BAR 81 4T(MIN)GRABBAR "l A '12- . IN 4F MIN WHEN FRONT CLR ENTRY DOOR OR 6T MIN WHEN SIDE ENTRY DOOR II3�MIN 3FMIN CLR CLR z zo z 42" MIN 2 NOTE: DIMENSIONS SHOWN APPLY WHEN'X'< 48 IN. FIGURE 7 (A) FIGURE 7 (B) TURNS AROUND AN ' OBSTRUCTION 90TURN NOTES: 1. DOOR SIGN: SHALL BE CENTERED ON DOOR & TYPICAL MOUNTED 69'ABOVE THE DOOR S ON, FLOOR (W/ADHESIVE BE 110IRS ONLY -CAULK EDGES W/CLEAR SILICONE) @ DAL M D THE CENTER OF THE RI-G-H SIGN. P. ROOM SIGN: RAISED & BRAILLE CHARACTERS & �l z PICTORIAL SYMBOL SIGNS I (PICTOGRAMS). LETTERS & NUMERALS SHALL BE RAISED 1132", SANS SERIF SIGN MOUNTING: AT DOOR & WALL UPPERCASE, S OR SIMPLE SERIF TYPE, & SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE 5/8" HIGH MIN, OPEN LLSGN 2" HIGH MAX. WAEPE' wF 3. FINISH CONTRAST: THE z occuRS 0 CHARACTERS & zi BACKGROUND OF SIGNS Ct SHALL BE EGGSHELL, MATTE, OR OTHER NOW GLARE FINISH. 4. CHARACTERS & SIGNS: SHALL BE INSTALLED ON THE WALL ADJACENT TO SIGN MOUNTING: AT WALL (NO DOOR) THE LATCH SIDE OF THE DOOR. ACCESSIBLE SANITARY SIGNS 7 LETTERS AND NUMBERS: 1 WIDTH TO HEIGHT RATIO BETWEEN 3: 5 AN D 1 1. 1. 2. STROKE WIDTH TO HEIGHT BETWEEN 1 :5 AND 1: 10, 3. CONTRAST CHARACTERS AND SYMBOLS WITH BACKGROUND. 4. SANS SERIF CHARACTERS. 5. PICTOGRAMS / PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE MN EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE RAISED PICTOGRAM. THE BORDER DIMENSION SHALL BE 6" MINIMUM HEIGHT o llH!DIOF DOORFRAME 6� CHARACTERS AND BACKGROUNDS SHALL BE OF NON -GLARE CONTRASTING COLORS. (4AND ESTROOM 7. SIGNS / PICTOGRAMS SHALL BE INSTALLED ON THE WALLADJACENT 0 DOOR LEADING TO THE ROOM OR SPACE THEY DESCRIBE AND AT 60'TAFF H�2� TO SIGN CENTERLINE AND WHERE A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE DOOR SWING AREA. , 2 8. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH MINIMUM HEADROOM WOMEN OF 80" REQUIRE MINIMUM 3" CHARACTER HEIGHT MEASURED BY USING UPPERCASE 'W'. CHARACTERS AND NUMBERS SHALL BE SIZED ACCORDING TO VIEWING DISTANCE FROM WHICH READ. LOWERCASE S LATCHSIDED' CHARACTERS PERMITTED. DOORFRAME ,EXIT 9. ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH MINIMUM OF ONE STANDARD SIGN. m10. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL o ARE REQUIRED. Q 4 WOMEN MEN ii. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES X 1 FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY. 12. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES, 13. WHITE FIGURE ON BLUE BACKGROUND, COLOR 15090 ON FEDERAL STANDARD 595A. 14. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVED. 15. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL. 16. 0.2 INCH SPACE BETWEEN CELLS. 17. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. ACCESSIBLE SIGNAGE NOTE: THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36" EXCEPT AT DOORS (REFERENCE DOOR CLEARANCES). IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN AROUND AN OBSTRUCTION, THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS SHOWN IN FIGURE 7 (A) & FIGURE 7 (B). - ------- NOTES: (VERIFY PER STATE) PROVIDE PRIVACY DOOR LOCK WHEN IT IS A PRIVATE TOILET OR FOR UNISEX USE. GRAB BARS (REFER TO RESTROOM REQUIREMENTS) ACCESSIBLE RESTROOM REQ. ACCESSIBLE ROUTE 5 6 - ------ - 2i l �z NOTES: 1 1/2" MAXIMUM TOTAL 177-HEIGHT WITH 1/4"rot MAXIMUM VERTICAL LEVEL CHANGES CHANGE AT EDGE. 2. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERTICAL LEVEL CHANGE. 3. 1/4" MAXIMUM THRESHOLDS VERTICAL LEVEL CHANGE. DOOR TRANSITIONS - ----- 48' tO HIGH FORWARD REACH LIMIT -16 L Z_L 1 4.' I MAXIMUM FORWARD REACH OVER AN OBSTRUCTION avY� mmseogeaymeWITH Id) �®, 7 GENDER NEUTRAL SIGNAGE 14 NOTE: 'XSHALL�BE:<S 25 IN; Z ��`XC'.WHENX'< 20 IN. THEN'Y'SHALL BE 48 IN. 0 EMAX. WHEN'X'IS 20 TO 25 IN., THEN *Y'SHALL BE 44 IN MAXIMUM. X NOTE: IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 48 INCHES. THE MINIMUM LOW FORWARD REACH IS 15 INCHES. FORWARD REACH 1/4" = 1W' lo 8(_MAXIMUM 9 NOTE: MIRRORS LOCATED AT OTHER THAN ABOVE ACCESSIBLE LAVATORIES - AT LEAST ONE SHALL HAVE 35"MAX. TO THE BOTTOM OF THE REFLECTIG SURFACE ABOVE FIN. FLR. ACCESSORY KEY MARK DESCRIPTION LI-1 F.E.C. FIRE EXT. CABINET -Ell 9 ff7-Y G.B. GRAB BAR 6 T.P.D. TOILET PAPER DISp. N.D. NAPKIN DISPENSER R.P.D. ROLL PAPER TOWEL DISPENSER S.P.D.W. ROLL PAPER TOWEL NOTE: WHERE ONE OR MORE WALL HUNG DISPENSER WITH URINALS ARE PROVIDED - PROVIDE AT LEAST WASTE RECEPTACLE ONE WITH AN ELONGATED RIM PROJECTING N.R. NAPKIN RECEPTACLE WITH THE DIMESIONS SHOWN HERE U.S. UTILITY SHELF SOAP SOAP DISPENSER S. SEAT COVER DISP MIR. MIRROR LAV. LAVATORY TEL. TELEPHONE C.D. CUP DISPENSER H.D. HAND DRYER W.R. WASTE RECEPTACLE sp- F] F-1 t�-]r Lj I H I 4. THE TOILER PAPER HOLDER SHALL BE 19" MIN A.F.F. TOILET PAPER DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER SHALL NOT BE USED. 5. LAVATORIES SHALL BE MOUNTED SUCH THAT THE RIM IS NO HIGHER THAN 36" (34- IN CALIFORNIA) A.F.F. MIN TO THE BOTTOM OF THE LAN. 9" MIN TOE SPACE BELOW THE PIPES TO BE INSULATED. THERE SHALL BE NO ABRASIVE SURFACES. 6. FAUCETS SHALL BE LEVER OPERATED PUSH TYPE OR ELECTRONICALLY CONTROLLED SELF CLOSING VALVES SHALL BE OPEN 10 SECONDS MIN. FAUCETS SHALL REQUIRE A MAX OF 5 LBS FORCE TO OPERATE. 7. MIRRORS SHALL BE MOUNTED SUCH THAT THE LOWER REFLECTING SURFACE IS 40" A.F.F. MAX AND THE UPPER REFLECTING SURFACE IS 74" A.F.F. MIN 8. PAPER TOWEL DISPENSER AND WASTE DISPENSER OR ELECTRIC HAND DRYERS SHALL BE MOUNTED SUCH THAT THE ACCESS OR CONTROL IS MOUNTED 48" A.F.F. MAX 9. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO- LENGTH RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO -LENGTH RATIO BETWEEN 1:5 AND 1:10. LETTERS AND NUMBERS SHALL BE RAISED 1/32 IN UPPER CASE SANS -SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE RAISED CHARACTERS SHALL BEAT LEAST 5/8" HIGH, BUT DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6" MINIMUM HEIGHT. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND AND BOTH SHALLBEANON- GLARE FINISH, PRELIMINARY LANDLORD SUBMITTAL olllj� 1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES AND 48 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PULL SIDE PATH OF TRAVEL, SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE MIL WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL Ei 24� XTERIOR DOG OPERATE SIMILARLY, EXCEPT THAT WHEN BOLT AND UNLATCHING OPERATION IS KEY OPERATED FROM _JA TO _J�! - _'l 18'INTERIOR DOOR CORRIDOR OR EXTERIOR SIDE OF UNIT DOOR, LARGE BOW KEYS (2 INCH) FULL BOW OR 1 1/4 INCH (HALF P I ROVIDE all BOW) SHALL BE PROVIDED IN LIEU OF LEVER TYPE HARDWARE ON THE CORRIDOR SIDE- SEPARATE DEAD THIS ADDITIONAL VLACO o t THE DOOR HAS BOTHA PROADE THIS ADDITIONAL SPACE IF DOOR Is LOCK ACTIVATION ON ROOM SIDE OF CORRIDOR DOORS IN HOTELS OR MOTELS SHALL HAVE LEVER LATCH AND A CLOSER EQUIPPED Wl BOTH A LATCH AND A CLOSER HANDLE OR LARGE THUMB TURN IN AN EASILY REACHED LOCATION. PUSH SIDE 2. EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET, 8 INCHES IN HEIGHT. WHEN INSTALLED IN FRONT APPROACH TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN 32 INCHES. 3. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET PULL SIDE N TE'Y-11"MINAF PULL SIDE NOT : 'R = s6"MINL ff"Y-O", THIS OPENING WIDTH REQUIREMENT. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED DOOR HAS CLOSER .0 - X = 42" MIN IF'Y'= ENTRANCE FOR THE PHYSICALLY HANDICAPPED. X, x I S AND 5 all- N TE Y­4F MIN. W PUSH SlDeE NOTE-Y' 4FMINAFDOORHAS 4. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOOR _EF.,GE BOTH A CLOSER AND A LATCH POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLE TO pg=� DOOR HAS CLOSER HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES DOOR HAS BOTH OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE LATCHANDACLOSER DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. LATCH APPROACH HINGE DOORS AT OPPOSITE WALLS 5. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH SURFACE TO ALLOW UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED UNINTERRUPTEDHIGH THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR. ACCESSIBLE DOOR CLEARANCE REQ. 13� 6. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT, WITH 1/4 INCH MAXIMUM VERTICAL CHANGE AT EDGE. MAXIMUM BEVEL ALLOWED IS 1:2 SLOPE. 30" CLEAR FLOOR SPACE PARALLEL APPROACH 10 3/4" MAX. 24"- - OD (o 2�_ M I �p_ & LOW SIDE MAXIMUM SIDE REACH OVER REACH LIMITS OBSTRUCTION SIDE REACH REQ. 12 FINAL REVIEWED F o4 1.19 - _CODIZ COMPLjlAlNRCjE__ flia r1litv nf T,,L­;I;3 BUILDING DIVISION SYMBOLS & NOTES SHEET NUMBER ACCESSIBLE MOUNTING HEIGHTS NOTE: GENERAL CONTRACTOR SHALL UTILIZE ALL APPLICABLE TYPICAL ACCESSABILITY NOTES AND DETAILS PER AGENCY CODE "C REFERENCED ON COVER SHEET. RESPONSABILITY MATRIX SYMBOL KEY: L=LANDLORD T=TENANT TGC=TENANT GENERAL CONTRACTOR •; FtN#SH '� INSTALL - ";'NOTES E=EXISTING NIA=NOT APPLICABLE `CiI�fiSIQN 4-6ENEEU4L REQU3�#EMENTS , %'_ A. PERMITS, FEES, AND INSURANCE TGC TGC B. TEMPORARY UTILITIES TGC TGC C. PROFESSIONAL CLEANING (IX PUNCH, IX TURN OVER) TGC TGC D. CERTIFICATE OF OCCUPANCY TGC TGC E. TRASH REMOVAL (PROVIDE DUMPSTER AS NEEDED) TGC TGC - blt f530N 2 ' SITE A. SELECTIVE DEMOLITION TGC TGC B. SUPPLY, INSTALL, REMOVE BARRICADE PER LL REQUIREMENTS T TGC 2 C. BARRICADE GRAPHIC • PRINT AND INSTALL. T TGC 2 #V NQ ETE.;",. .. _ A. CONCRETE TOPPING t LEVELING COMPOUND, IF NEEDED TGC TGC B. CONCRETE SLAB, GRANULAR FILL, VAPOR BARRIER, WHERE INDICATED TGC TGC C. FLOOR CUTTING AND / OR CORE DRILLING AND SLAB INFILL TGC TGC 1 D. WATERPROOFING I SEALANT AS NEEDED UNDER FINAL FLOORING TGC TGC DtlltpNS 1�RLS';....., A. STEELFRAMING 1. METAL STUDS,TRACK TGC TGC - 2. STOREFRONT SUPPORT FRAMING TGC TGC B. REVEALS & FILLER PIECES @ STOREFRONT BULKHEAD ( NEUTRAL PIERS, IF REQ'D TGC TGC C. GYP. CEILING FRAMING TGC TGC D. METAL STOREFRONT SYSTEM & ENTRY CANOPY I LEDGE TGC TGC - D4UISiOMB � WDOD AND PLASTICS , ., A. ROUGH CARPENTRY TGC TGC B. WOODTREATMENT t. FIRE RETARDANT LUMBER TGC TGC C. ARCHITECTURAL WOODWORK ---- --------- -- 1. FINISHED WALL TRIM (BASE, CHAIR RAIL, CROWN MOLDING, CASING) TGC TGC - 2. CASED OPENINGS TGC ------ TGC - -------- 3. FIXTURE CASEWORK/ DISPLAYS MILLWORK T TGC 3 DidlSIOlE7- HERMANDMOISTURI PRF1TECi74N A. INSULATION (THERMAL) 1. WALL & CEILING (IF REQUIRED) TGC TGC - 2. STOREFRONT (IF REQUIRED) TGC TGC B. ROOF PENETRATION CURBING, FLASHING, & STRUCTURAL SUPPORT (IF REQUIRED) TGC TGC 1 C. SPRAY ON FIRE ROOFING OR GYP. COLUMN ENCLOSURES (IF REQUIRED) TGC TGC 5 D. SEALANTS & CAULKING, FIRE STOPPING &/OR CAULKING TGC TGC 5 , 77 D1V1Slo DODRS A. INTERIOR DOORS AND FRAMES t. RATED & NON -RATED METAL DOORS AND FRAMES TGC TGC - 2. INTERIOR DOORS ------ TGC TGC - - ------- B. STOREFRONT DOORS & FRAMES 1. METAL STOREFRONT DOORS TGC TGC 2 2. ALL STOREFRONT WINDOW FRAMES TGC TGC 2 C. REAR SERVICE DOORS) E D. ACCESS DOORS PANELS (WHERE REQUIRED) TGC TGC - E. HARDWARE SPECIALTIES 1. ALL HARDWARE FOR GO SUPPLIED DOORS, INCLUDING STOREFRONT TGC TGC - 2. MASTER KEY CORES TGC TGC - 3. MASTER KEY CYLINDERS TGC TGC - 4. DOOR, BUZZERS, AND CHIME (IF REQUIRED) N/A N/A F. GLAZING 1. ALL GLASS STOREFRONT SYSTEM, INCLUDING TEMPERED GLAZING TGC TGC - DiV1SfON,@-F#NISf1ES ..: :.` A. GYPSUM WALLBOARD & ACCESSORIES t. INTERIOR PARTITIONS - GYP. TGC TGC - 2. 5/8• TYPE'X` GYP. @ DEMISING PARTITIONS & STOREFRONT (IF TGC TGC - NEEDED) 3. COLUMN ENCLOSURES TGC TGC 4. FIRESTOPS TGC TGC & REPAIR OF RATED PARTITIONS @ DEMISING PARTITIONS TGC TGC B. SUSPENDED GYP. CEILING TGC TGC C. SUSPENDED CEILING GRID & TILE (IF REQUIRED) N/A N/A D. PAINTING TGC .............. TGC - E. ----- -------- ACCOUSTICAL INSULATION & SEALANTS TGC TGC F. FLOORING SYSTEMS ... ....... - _.....-. 1. REDUCER AND TRANSITION STRIPS TGC TGC - 2. LEVEL OFF TRANSITION :@ EXTERIOR ENTRY TGC TGC - 3. ALL INTERIOR FLOOR TILE TGC TGC - 4. LANDLORD MATCHING TILE FLOORING AROUND STOREFRONT TGC TGC 5. CONCRETE PREPARATION & SEALER (IF NEEDED) TGC TGC - 6. VCT TGC TGC 7. TILE & RUBBER WALL BASE TGC TGC - 8. FLOOR PROTECTION; RAMBOARD & PLY TGC TGC 7 G. WALLCOVERING i. FRP @ RESTROOM TGC TGC - 2. WALL PAINT TGC TGC - 3. STOREFRONTTILE TGC TGC SYMBOLKEY: L=LANDLORD T=TENANT TGC= TENANT GENERAL CONTRACTOR - FURNISH LL; "'NOTES E=EXISTING N/A=NOT APPLICABLE OIvo* 10.' SPEOIALTiES. A. IDENTIFYING DEVICES 1. STOREFRONT SIGN, BLADE SIGN & ITERIOR SIGNS; BY SIGNAGE T T - VENDOR 2. SERVICE DOOR IDENTIFICATION; COORD. W/ ON -SITE TENANT COORD. W/ LL COORDINATOR IF RED D 3. ACCESSIBILITY SIGNAGE (RESTROOM, STOREFRONT, ETC) TGC TGC - 4. OTHER STICKERS / DOOR SIGNAGE REQUIRED BY LL / CODE TGC TGC B. FIRE EXTINGUISHER / FIRE EXTINGUISHER CABINETS, AS RED D PER CODE TGC TGC C. TOILET ROOM ACCESSORIES INCLUDING GRAB BARS, SOAP DISPENSER, ETC. TGC TGC - iIVtS('N7j--;QUfPtENT . A. CORE DRILLING/TRENCHING TGC TGC B. i1IVIS10NJ2-FtiRN1H(NS A. FLOOR FIXTURES, FURNITURE & POS/BOH EQUIPMENT T TGC 3 B. C. MIRRORS - 1. SALES FLOOR MIRROR FRAMES T TGC - 2. SALES FLOOR MIRROR GLASS T TGC - 3. BATHROOM MIRRORS- CLEAR SILICONE ALL EDGES TGC TGC - F. DRAWING TUBE TGC TGC G. BOTTLED WATER DISPENSER (IF REQUIRED) TGC TGC - A. H.V.A.C. HEATING & COOLING UNITS TGC TGC B. H.V.A.C. DUCTWORK TGC TGC C. SPRINKLER CONTRACTOR TO BE HIRED / COORD. BY GC TGC TGC D. PLUMBING 1. TOILET RM. FIXTURES & ASSOCIATED PLUMBING TGC TGC - 2. SNAKE & PROVIDE CLR, UNOBSTRUCTED WASTE LINE PRIOR TO TURNOVER TGC TGC - 3. MOPSINK (IF REQUIRED) TGC TGC E. SMOKE DETECTORS TGC TGC F. WATER TO LEASED SPACE (E) 13 G. SEWER TO LEASED SPACE (SANITARY VENT SUB -IN) (E) - 13 H. EXHAUST FAN DUCTS & VENTS (TOILET FAN) G.0 TO CONNECT TO LL SUPPLIED BRANCH DUCTS TGC TGC - 1. SUPPLY AND RETURN REGISTERS (REFER TO MEP) TGC TGC 8,10,18 J. WATER METER; V.I.F TGC TGC - tiIVISKN 16 A. ELQTN#CRL=5EE)GR1G�i StiEE19' LIGHT FIXTURES AND EMERGENCY LIGHTING (SEE LIGHTING SCHEDULE) 1. LIGHT FIXTURES / LAMPS AND EMERGENCY LIGHTS INDICATED AS NEW/ T TGC 2,3 2. EXIT SIGNS T TGC 2,3 3. LIGHTING CONTROL PANEL T TGC 2,3 B. POWER SYSTEM 1. LANDLORD'S MAIN DISTRIBUTION PANEL (E) - 13 2. MAIN SERVICE CONDUIT TO TENANTS SPACE (E) - 13 3. MAIN SERVICE WIRING (SEE ELEC. DRAWINGS) TGC TGC 13,16 4. TENANTS DISTRIBUTION PANELS & BREAKERS (REFER TO MEP) TGC TGC 5. TENANTS TRANSFORMERS (SEE ELEC. DWGS) TGC TGC - 6. OUTLETS, SWITCHES, WIRING & CONDUITS WITHIN TENANTS SPACE TGC TGC 14 7. TEMPORARY POWER (THROUGH TURN OVER) TGC TGC - C. TELEPHONE 1. TELEPHONE & DATA OUTLETS, J BOXES AND ALL OUTLET/ BOX TRIMS TGC TGC - 2. CONDUIT & PULL STRINGS FOR TELEPHONE WIRES TGC TGC - 3. TELEPHONESYSTEM T T 2 ....--------- ---...... ......-- ............. ----- 4. WALL MOUNTED PLYWOOD BOARD TO MOUNT PHONE SYS TGC TGC D. SECURITY 1. CONDUIT & PULL STRINGS FOR SECURITY SYSTEM TGC TGC - 2. SECURITY SYSTEM -EQUIPMENT & HOOK-UP T TGC - 3. SMOKE DETECTION SYSTEM; IF REQ. TGC TGC - 4. SHOPPER TRAK (CONDUIT & PULL STRING) TOO TGC - 5. SHOPPER TRAK PEOPLE COUNTER T TGC E. COMMUNICATIONS/DATA t. CONDUIT FOR STEREO SYSTEM, ALARM & LOW VOLTAGE, AS NEEDED TGC TGC CONDUIT REQ. 2. STEREO SYSTEM SPEAKERS T TGC " 3. SPEAKER WIRES TGC TGC - 4. DATA CONDUIT & PULL STRING TOO TGC F. LIGHTING CONTROL PANEL - REFER TO ELECTRICAL PLANS T TGC - G. FIRE LIFE SAFETY / SMOKE EVAC. SYSTEM; IF APPLICABLE TGC TGC " 1. METHANE ALARM I SENSORS TGC TGC RESPONSABILITY NOTES 1. GC MUST USE LANDLORD'S DESIGNATED CONTRACTOR FOR ANY REQUIRED WORK INCLUDING SLAB X-RAYS, ROOF REPAIR WORK & FIRE PROTECTION (IF APPLICABLE) (IF REQUIRED). 2 T I WITH LANDLORD REPRESENTATIVE. M T RGRAPHICSTO LL FOR APPROVAL. TENANT'S CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF GC 0 COORDINATE TEMPORARY BARRICADE W T LA DLOSUBMIT BARRICADE THE BARRICADE TO A LOCATION DESIGNATED BY LANDLORD. 3. GC TO UNLOAD, ASSEMBLE, AND INSTALL ALL OSI FIXTURES AND MILLWORK. NOTE SOME ITEMS COME PRE -ASSEMBLED. 4. GC TO COORDINATE BLOCKING & ELECTRICAL REQUIREMENTS WITH SIGN CONTRACTOR; FINAL ELECTRICAL CONNECTION TO STOREFRONT SIGNAGE BY SIGN CONTRACTOR TO GC PROVIDED J-BOX. 5. GC TO INSTALL PER CODE REQUIREMENTS & IN ACCORDANCE WITH LANDLORDS SPECIFICATIONS. 6. MALL TILE TO BE FURNISHED BY LANDLORD'S SUBCONTRACTOR AT GC COST; GC TO INSTALL. 7. GC TO PROVIDE & HAVE FLOOR PROTECTION IN PLACE @ ALL TIMES, 8. SPRAY PAINT THE INSIDE OF SUPPLY AND RETURN REGISTERS BLACK, 9. GC TO FURNISH & INSTALL TOILET ROOM ACCESSORIES NOT PROVIDED BY LANDLORD, INCLUDING HAND DRYER PER TOILET ROOM. ACCESSORY SPECIFICATIONS LOCATED ON RESTROOM PLAN AND ELEVATION SHEET; ALSO REFER TO ELECT. POWER PLAN. 10. GC TO PROTECT HVAC UNIT & DUCT DETECTOR DURING BUILDOUT WITH AIR FILTERS @ RETURN AIR DROP OR AT ALL RETURN AIR GRILLES; FILTER T BE REPLACED A TURNOVER. 0 S O C T TU 0 ER. 11. OWNER TO PURCHASE; GC TO CONTACT PANEL VENDOR FOR INSTALLATION HELP AND LIGHTING SET UP. (SEE COVER SHEET FOR CONTACT INFO), 12. GC TO PROVIDE IF NOT EXISTING OR REPAIR &/OR CLEAN EXISTING TO LIKE -NEW CONDITION PRIOR TO TURNOVER. I& GC TO VERIFY & CONFIRM NEW AND EXISTING.. 14. GC TO VERIFY & CONFIRM NEW AND EXISTING OUTLETS 15. GC TO PROVIDE TAKE -OFFS TO PROJECT COORDINATOR WITHIN WEEK 1 OF SCHEDULE 16. NO CONDUCTORS PROVIDED FROM LANDLORD SWITCH GEAR TO TENANT SPACE, TGC RESPONSABILITY. 17. PER LANDLORD ALL NEW INTERIOR WALLS MUST GO FULL HEIGHT TO DECK BE FIRE CAULKED/SEALED 18. PER LANDLORD NO AIR TRANSFER GRILLS SHOULD BE INCORPORATED INTO STOREFRONT GENERAL NOTES 1. ALL ITEMS AND INSTALLATION WHICH ARE SHOWN ON THE DRAWINGS AND DETAILS, BUT WHICH ARE NOT SPECIFICALLY LISTED ON THE MATRIX ARE TO BE FURNISHED AND INSTALLED BY THE GC UNLESS SPECIFICALLY NOTED OTHERWISE. 2. THE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATION) ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. LANDLORD NOTES 1. TENANT'S GENERAL CONTRACTOR IS REQUIRED TO CONTACT WESTFIELD'S MALL MANAGEMENT OFFICE (MALL FACILITIES MANAGER) AND ARRANGE A PRECONSTRUCTION MEETING WITH HIMIHER AND WESTFIELD'S ON SITE TENANT COORDINATOR TO GO OVER ALL CONSTRUCTION AND INSTALLATION REQUIREMENTS WHEN WORKING AT THE MALL. CONTRACTOR SHALL OBTAIN COPY OF THE TENANT CONSTRUCTION RULES AND REGULATIONS. THIS MEETING WILL DISCUSS THE FOLLOWING ITEMS, BUT NOT LIMITED TO: • BUILDING PERMITS • CONTRACTOR'S FEES • ALL INSURANCE REQUIREMENTS ALL BONDS •ACCESS TO PROJECT PARKING • ALL DELIVERIES SCHEDULES AND DESIGNATED LOCATIONS •SERVICE ELEVATORS REQUIREMENTS • SECURITY REQUIREMENTS SAFETY REQUIREMENTS • CONSTRUCTION SCHEDULES • BARRICADE REQUIREMENTS • CONSTRUCTION UTILITIES • REQUIRED LANDLORD APPROVED DRAWINGS • ANY CONSTRUCTION RESTRICTIONS 2. REACH OUT TO REQUIRED FIRE ALARM / FIRE SPRINKLER PROFFERED VENDORS TP GET DRAWINGS SUBMITTED FOR PERMIT ONCE PRE - CONSTRUCTION MEETING IS SCHEDULED. RECEIVED CITY OF TUKWILA APR 1 5 2019 PERN11T CENT ER 191-012 JOB#: 19-1489 STORE#: 624 (\�\ RCHI STAT PROJECT COORDINATOR loppi"M � %6A j E 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 Q J co W F co C-4 ^4. � Ell Q " W t1J =QJ W ova UN W Ui N .i T REVISIONS PRELIMINARY LANDLORD SUBMITTAL 03.11.19 RESPONSIBILITY MATRIX SHEET NUMBER FINISH SCHEDULE TYPE MATERIAL MANUFACTURER DESCRIPTION NOTES F-1 FLOOR TILE DALTILE EVERQUARTZ TILE GROUT: LATRICE SPECTRALOCK - COLOR: SILVER SHADOW SIZE: 24�'X24" THINSET MORTAR AND GROUT (C.F.C.I.) COLOR: CRYSTAL WHITE POLISHED CONTACT: RON MADDOX (214)-309-3361 F-2 VCT ARMSTRONG VINYL COMPOSITE TILE TEXTURE: IMPERIAL SIZE: 12'XI2' BASE: 6" (C.F.C.I.) COLOR: BLUE GRAY STANDARD CONTACT: SHELLEY ACKERMAN (717)-209-8793 cs CONCRETE FLOOR STAIN -TBD- COLOR: CLEAR STAIN IF THERE ISN'T AN EXISTING COLOR FINISH (C.F.C.I.) ------------ B-1 TILE BASE DALTILE EVERQUARTZ TILE SIZE: 4" X 24" GROUT: LATRICE SPECTRALOCK - COLOR: SILVER SHADOW THINSET MORTAR AND GROUT (C.F.C.f.) COLOR: CRYSTAL WHITE POLISHED CONTACT: RON MADDOX (214)-309-3361 B-2 RUBBER WALL BASE ARMSTRONG SIZE: 6" COLOR: TO MATCH FLOORING P-1 PAINT ...------ --------- BENJAMIN MOORE GYP. CEILING @ SALES & WALLS AS COLOR: BM-AC-40 GLACIER WHITE NOTED FINISH: LATEX EGGSHELL FOR WALLS. LATEX FLAT FOR CEILING (C.F.C.I.) SALES AREA CEILING ONLY. WALLS AS NOTED ON FINISH PLAN P-2 PAINT BENJAMIN MOORE RESTROOM COLOR: 2143-40 CAMOUFLAGE FINISH: LATEX EGGSHELL BELOW (SEE SPECIFICATIONS) P-3 PAINT BENJAMIN MOORE WALLS @ SALES AREA COLOR: BM-AC-40 GLACIER WHITE FINISH: LATEX EGGSHELL FOR WALLS. LATEX FLAT FOR CEILING (C.F.C.I.) SALES AREA CEILING ONLY. WALLS AS NOTED ON FINISH PLAN. WC-1 FRP PANELS MARLITE RESTROOM WAINSCOT COLOR: WHITE CONTACT: ROBERT PERLSTEIN (330) 343 6621 ------- ----------- T-1 STOREFRONT STONE/ TILE DALTILE -TBD- -TBD- MT-1.1 -- BREAK METAL --------------- - ----- -TBD- COLOR: CLEAR ANODIZED 18 GAUGE BRUSHED STAINLESS STEEL G.C. TO INSTALL PER MAN. SPECS. (C.F.C.I-) - - ----------------------------------- GL-1 1/2" LOW IRON TEMPERED STARFIRE CLEAR STOREFRONT GLASS GL-2 112'LOW IRON TEMPERED STARFIRE CLEAR - FROSTED ----------------- FROSTED GLASS TO BE USED TOP OF STOREFRONT AS SHOWN ON ELEVATIONS STOREFRONT GLASS - ------------------------- ----------- PC-2 WHITE POWDER COAT CUSTOM FIXTURES WHITE PER MANUFACTURER SHOP DRAWINGS GENERAL NOTES - FINISHES 1. ALL PAINTED:SURFACES RECEIVE (1) PRIMER COAT AND (2) FINISH COATS. 2. CASINGS, HM FRAMES SHALL BE PAINTED WITH WHITE SATIN FINISH ENAMEL WHEN REQUIRED. 3. WALLS TO BE LATEX EGGSHELL FINISH BASED PAINT @ REAR STOCKROOM & RESTROOM. 4. CEILINGS AND SOFFITS TO BE FLAT FINISH LATEX BASED PAINT. 5. ALL FINISHES TO BE CLASS III OR CLASS C OR BETTER (FLAME SPREAD RATING OF 200 OR LESS) 6. ALL PAINTED WOOD TO BE SPRAYED, NOT BRUSHED. 7. PROVIDE WATERPROOFING MEMBRANE UNDER TOILET ROOM VCT AND EXTEND IT 12" @ WET LOCATIONS UP EVERY WALL. APPROVED MATERIALS."LATICRETE 9235" BY LATICRETE INTERNATIONAL; "PLANICRETE W'BY MAIPEI CORP.; "HYDROMENT ULTRASET" BY BOSTIK; DEX-O-TEK APPLY WITHIN COAT OF MASTIC AND WIGGLE INTO POSITION. a. PLYWOOD SHEATHING TO BE FASTENED EVERY 12'O.C. WITH GALVANIZED STEEL STAR DRIVE TRIM HEADSCREWS (.0722-TT6-7X2 114" MCFEELY'S 1-800443-1937) AND ARE EXPOSED CLEAN AND FLUSH TO WALL FINISH SURFACE. NO PUTTY. PLYWOOD SHALL BE ADHERED TO THE METAL STUD FRAMING WITH SHELLY'S LIQUID MULTI-PURPOPOSE CONSTRUCTION ADHESIVE. 9. ALL DECORATIVE MATERIALS AND TRIM SHALL BE RESTRICTED BY COMBUSTIBILITY AND THE FLAME PROPAGATION PERFORMANCE CRITERIA OF NFPA 701, "CLASS A" IN ACCORDANCE WITH SECTION 806. 10. ALL WOOD INSTALLED SHALL BE INHERENTLY RATED "CLASS A" FLAME RETARDANT BY THE METHOD OF SUBMERSION TO COMPLY WITH IMO A.652, FAA FAR 25-853, NFPA 101 LIFE SAFETY CODE, NFPA 701, ASTM E-84 AND UBC CLASS 1. ALL TREATMENTS SHALL BE UN -REMOVABLE BY WASHING. ii. ALL FINISH MATERIAL SHALL BE IN COMPLIANCE WITH FBC 2012 CH 8 AND FFPC 5TH ED. 12. ALL INTERIOR FLOOR FINISH TO BE COMMERCIAL GRADE SLIP RESISTANT WITH A DCOF OF 0.3-0.6 MIN. 13. ALL FLOORING TRANSITIONS IN STAINLESS STEEL MUST BE SMOOTH AND FLUSH. % ESPLANADE FLOORING MUST BE PURCHASED FROM LANDLORD. DOOR SCHEDULE MARK DOOR I TYPE DOOR MATERIAL HEIGHTRATING FIRE I FRAME IMATERIALI HARDWARE SET NOTES 01 A TEMPERED GLASS ll'-O" 6'-0" AL A — -------------------------- - - ------- STOREFRONT ENTRY DOUBLE DOORS 02A B H.M T-0" 3'-0" H.M B - - ----------------- - - ----------------- SALES AREA TO STOCKROOM MB B H.M T-0" 3'-0" H.M B STOCKROOM TO CORRIDOR 03 B H.M T-0" T-0" H.M B SALES TO CORRIDOR 04 C H.M T-O" T-O" H.M C RESTROOM E05 EXISTING P-3 INTERIOR SIDE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING TO REMAIN - EXIT CORRIDOR TO MALL CORRIDOR w D 0 w w a. DOOR TYPES TEMPERED w GLASS w PUSH PLATE PER SCHEDULE rn w 10" KICKPLATE PER SCHEDULE T-0" B 10" KICKPLATE Lu PER SCHEDULE D 0 w U) cr a. HARDWARE SCHEDULE DESCRIPTION SUPPLIER f PART NUMBER A. ENTRY DOOR PIVOT RIXON H28 PIVOT SET Wt 95" HOLD OPEN (CONCEALED FLOOR CLOSURE) TOP PIVOT ------------- RIXON H 340 PIVOT SET LOCK FALCON 6 PIN CYLINDER RETRACTABLE HARDWARE & RECEIVING SOCKETS PUSH / PULL 36" BRUSHED STAINLESS LADDER STYLE PULL TO BE FURNISHED & INSTALLED BY GC E.G. C.R. BOTTOM RAIL 10" H CLR. ANODIZED ALUMINUM BOTTOM RAIL W/ LOCKS IN EA. DOOR STOP - - ---------- — DUST PROOF STRIKE HOLDER IVES FLOOR MOUNT HALF MOON FINISH POWDER COAT TO MATCH STOREFRONT SIGNAGE SIGN 435: "DOORS TO REMAIN OPEN DURING BUSINESS HOURS" B/W BBW B. SALES STOCKROOM ---------------- 2 TOP HINGES E-HINGE W/SADDLE STAINLESS STEEL CHASE #K0062 2 BOTTOM HINGE ------ — ------ — ----- BOTTOM L-BRACKET W 7/8" RECEPTACLE STAINLESS STEEL PART# K00883 CLOSER -- - ------------- LCN # 4030 FACE MOUNTED ALUMINUM FIN. MOUNTED ON PULL SIDE 5 SILENCER IVES # 20 (5) PER JAMB FLOOR STOP IVES #436 626 FIN DOOR KICK 10" HIGH POLISHED ALUM KICK PLATE WITH BEVELED EDGES @ 3 SLIDES STAINLESS STEEL PUSH / OUTSIDE PUSH PLATE CRL M60432D BRUSHED STAILNESS PULL / INSIDE CRL 3/4" DIA. BRUSHED STAINLESS 6" PULL HANDLE W/ 4"X16"PULL PLATE SIGNAGE EMPLOYEES ONLY SIGNAGE FOR STOCKROOM DOORS (COORD. W1 TWC P.M FOR SPEC.) FINISH PAINT -SEE FINISH SCHEDULE C. STANDARD RESTROOM / STOCKROOM 3 HINGES --------------- BUTTS TA2714-26D 4 12" X 4 12" NPR (MCKINNEY) 1 PRIVACY SET FALCON PRIVACY SET 93KOLOO 16STK FINISH (SATIN CHROME) 1 STOP/HOLDER IVES# 450 FINISH: 26D SATIN CHROME 1 COAT HOOK IVES # SP571-A92 (OR EQUAL) ALUM. FINISH 1 THRESHOLD TRANSITION STRIP IF NEEDED - FINISH (SATIN CHROME) CLOSER LCN # 1071 HINGE FACE MOUNTED ALUM. FINISH (MOUNTED @ PUSH SIDE) DOOR KICK 10" HIGH POLISHED ALUM. KICK PLATE Wl BEVELED EDGES @ 3 SIDES (TOILET ROOM SIDE) FINISH PAINT -SEE FINISH SCHEDULE GENERAL NOTES - DOORS 1. DOORS WITHIN THE PATH OF TRAVEL FOR HANDICAPPED TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER, PANIC BAR, OR PUSH I PULL HARDWARE. 2. EXIT DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. INSIDE FACE TO BE THUMBTURN, OUTSIDE FACE KEYED 3. DOOR CLOSER TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 5 LB. AT FIRE DOOR USE MINIMUM FORCE ACCEPTABLE BY FIRE MARSHALL. 4. THRESHOLDS SHALL NOT EXCEED 112" HEIGHT. REFER TO CONSTRUCTION DETAILS. 5. BOTH SIDES OF DOORS SHALL BE FINISHED THE SAME UNLESS NOTED OTHERWISE. 6, EXIT DOORS AT STOREFRONT SHALL HAVE SIGN ON TOP RAIL STATING "THE DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN 1" HIGH WHITE LETTERS ON A TRANSPARENT BACKGROUND. LOCKING DEVICE SHALL BE A TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. 7. UNLESS NOTED OTHERWISE, DOORS NOT LOCATED BY DIMENSION SHALL BE CENTERED ON THE WALL OR LOCATED 4" FROM WALL TO EDGE OF DOOR BUCK. 8. ALL LEGAL EXITS SHALL BE PROVIDED WITH SELF -ILLUMINATING EXIT SIGNS HAVING 6" LETTERS WITH 314" STROKES IN CONTRACTING LETTERS. GENERAL NOTES - HARDWARE 1 LOCK CORES: PROVIDE BY OWNER, INSTALLED BY OWNER. 2- G.C. TO PROVIDE CONSTRUCTION CORES DURING CONSTRUCTION. 3. ANY EQUIVALENT HARDWARE MUST BE APPROVED BY THE ARCHITECT OR BY THE TENANT DIRECTOR OF CONSTRUCTION. 4- HARDWARE FINAL TO MATCH BRUSHED CHROME # 626 BY CORBIN RUSSWIN ARCHITECTURAL HARDWARE. 5. ALL DOORS AND FRAMES TO BE PAINTED OIL BASE, SEMI GLOSS, (EXCEPT FOR DOOR #2 REFER TO DETAIL). 6. ALL HARDWARE TO SHALL COMPLY WITH APPLICABLE BUILDING CODES. 7. MAXIMUM DOOR OPENING EFFORT: EXTERIOR DOORS: 5 LBS. INTERIOR: 5 LB.S FIRE RATED DOORS: 15 LBS. D l9- 0l2. RECEIVED CITY OF TUKWILA APR 15 2019 PERMIT CENTER 7 PROJECT COORDINATOR RE-rAIL 1 00 \\'N A 'k DESIG,N 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 77-3 EM orli.12"Tw PRELIMNARY LANDLORD SUBMITTAL 0111- SCHEDULES SHEET NUMBER EGRESS PLAN 1/4" =1'-0" EXIT #1 H CLR. WIDTH = 120" ♦ ., 3 LU CO ♦ IOC 12 RY 2 W ` 101 O w 1 � O Q d 2 MIRROR FIRE EXTINGUISHERS 1. 10LB -ABC CHEMICAL WALL MOUNTED FIRE EXTINGUISHERS (UL #2A:108:C) A. (1) LOCATED IN SALES AREA B. (1) LOCATED IN STOCKROOM AREA C. (2) TOTAL 2. GC TO ENSURE THAT ALL FIRE EXTINGUISHERS (TYPE AND QUANTITY) COMPLY WITH ALL STATE AND LOCAL CODES. 3. GC TO COORDINATE LOCATION OF 2A : 108C FIRE EXTINGUISHER WITH LOCAL FIRE MARSHALL. 4. ALL FIRE EXTINGUISHERS SHALL BE INSTALLED AT 3- 4 FEET ABOVE FINISHED FLOOR TO TOP OF EXTINGUISHER AND IN AN UNOBSTRUCTED LOCATION HAVING A MINIMUM OF 3 FEET CLEAR ACCESS TO EACH FIRE EXTINGUISHER 5. GC SHALL PROVIDE TYPE 2A-10B:C FIRE EXTINGUISHER AT A RATE OF (1) PER EVERY 3,000 SO FT AND SHALL BE PLACED SUCH THAT THE MAXIMUM DISTANCE TRAVEL DISTANCE TO ANY EXTINGUISHER SHALL NOT EXCEED 75 FEET. FORE EXTINGUISHERS ON THE PLAN ARE INDICATED BY "FE" BUT THE FINAL LOCATION SHALL BE COORDINATED WITH THE FIRE DISTRICT REPRESENTATIVE. EXTINGUISHERS SHALL BE AFFIXED TO A LOCATION WITH AMOUNTING BRACKET BETWEEN 3 AND 5 FEET ABOVE THE GROUND. KEYNOTES 1 EXIT SIGN LOCATION PER CODE. COORDINATE SPECS AND LOCATIONS W( ELECTRICAL SHEETS 2 TACTILE EXIT SIGN :'EXIT' SHALL COMPLY WITH STATE BUILDING CODE 3 TACTILE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH STATE BUILDING CODE 4 TACTILE SIGNS FOR UNISEX TOILET ROOM SHALL COMPLY WITH STATE BUILDING CODE 5 TACTILE EXIT SIGN: "EXIT ROUTE" SHALL COMPLY WITH STATE BUILDING CODE ACCESSIBILITY & EGRESS LEGEND / SYMBOLS # OF OCCUPANTS ASSIGNED TO EXIT & DIRECTION OF EXIT ro. — ® ® ® ® ACCESSIBLE PATH OF TRAVEL TRAVEL LENGTH = 54'-0" CEILING MOUNTED EXIT SIGN I EDGE LIT EXIT SIGN / RECESSED MOUNT. MIRROR FINISH BACKSIDE FACING STOREFRONT .. 1-HR FIRE SEPARATION NOT PART OF SCOPE REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION EXIT SIGNS: - SOLID AREA INDICATES VIEW LOCATION OF WORD "EXIT' - DIRECTIONAL ARROW INDICATES DIRECTION ARROW POINTS TO EXIT SPACE #624 EGRESS REVIEW OCCUPANCY: M EXIT WIDTH OCCUPANT LOAD : DOORS: # OF CALCULATED OCCUPANTS X 0.2" SALES AREA 869160 15 OCC = MIN. REQUIRED DOOR WIDTH STOCKROOM 685/300 2 0CC RESTROOM & CORRIDOR 2441300 1 OCC LARGEST NUMBER OF CALCULATED OCCUPANT LOAD ON EXIT DOORS IN EXIT TOTAL OCCUPANCY LOAD: 18 OCC PATH = 18 X 0.2= 3.6 # OF EXITS: REQUIRED: 2 REQUIRED DOOR WIDTH ALL DOORS IN EXIT PROVIDED: 2 PATH = 36" MIN. # OF OCCUPANTS PER EXIT: �"m1 EXIT #1 : 12 EXIT #2 : 6 ACCESSIBILITY & EGRESS GENERAL NOTES 1. TWO EXIT OR EXIT ACCESS DOORS FROM ANY SPACE SHALL BE PROVIDED WHERE THE OCCUPANT LOAD OF THE SPACE EXCEEDS ONE OF THE VALUES IN CBC TABLE 1006.2.1 (EXCEEDS 49 OCCUPANTS FOR OCCUPANCY GROUPS A, B, E (EXCEPT FOR DAY CARE), M & U) AND 29 OCCUPANTS FOR OCCUPANCY GROUP S) DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS. 2. DOOR OPERATIONS: EGRESS DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY KNOWLEDGE OR EFFORT (CBC SEC 1010.1.9). IN BUILDINGS IN OCCUPANCY GROUP W HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, M, AND S, THE AIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: A) THE LOCKING DEVICE IS IS READILY DISTINGUISHABLE AS LOCKED. B) A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND. 3. PANIC HARDWARE (CBC SEC. 1010.1.10): DOORS SERVING ROOMS OR SPACES WITH AN CCUPANT LOAD OF 50 R MORE IN A GROUP W OCCUPANCY AND ASSEMBLY AREA OR'E' CCUPANCIES SHALL NOT BE PROVIDED ITH A LATCH OR KEY UNLESS IT IS PANIC HARDWARE. EXCEPTION: A MAIN EXIT OF A GROUP A OCCUPANCY IN COMPLIANCE WITH BC SEC. 1010.1.9.9, ITEM 2. THE LETTERS "PH" ON PLAN DENOTE PANIC HARDWARE. 4. EXIT SIGNS (CBC SEC. 1013.1) : EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. INTERVENING MEANS OF EGRESS DOORS WITHIN EXITS SHALL BE MARKED BY EXIT SIGNS. EXCEPTIONS: EXIT SIGNS ARE NOT REQUIRED IN ROOMS OR AREAS THAT REQUIRE ONLY ONE EXIT OR EXITACCESS AND MAIN EXTERIOR DOORS OR GATES THAT ARE OBVIOUSLY AND CLEARLY IDENTIFIABLE AS EXITS WHERE APPROVED BY THE BUILDING OFFICIAL. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO A POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN ON - SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NO LESS THAN 90 MINUTES PER CBC 1013.TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE LOCATIONS IDENTIFIED IN CBC SEC. 1013.6.3. 5. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. (CFC/CBC SECTION 1004.3) 6. THE MEANS OF EGRESS WILL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT-CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED (CBC SEC. 1008.2.1). 7. CONTRACTOR TO UPGRADE ALL ACCESSIBLE ITEMS WITHIN THE PATH OF TRAVEL TO MEET THE 2016 CALIFORNIA BUILDING CODE (TITLE 24). REFER TO A-0.2. 8. INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EVERY PRIMARY PUBLIC ENTRANCE AND MAJOR JUNCTION. 9. ALL FLOORS/LANDING, EXISTING AND NEW SHALL NOT EXCEED MORE THAN 1/2" BELOW THRESHOLD AT EACH SIDE OF EGRESS DOORS. 10. EXIT SIGNS SHALL BE INTERNALLY AND EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUTES. (CBC 1013) PROJECT COORDINATOR okj R E-rAll L D E S \ 1 Q3 IN 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH:(619) 215-1677 Q J W g 00 WNOa) 1 W WONQ U W N N RECEIVED CITY OF TUKWILA APR 15 2019 PERMIT CENTER REVISIONS PRELIMINARY LANDLORD SUBMITTAL 0111.19 EGRESS PLAN SHEET NUMBER 0.,F01 MT 01 ,TAt AMINIt 11ROMMOVE WjE isoKKIi, N'11's Olt —',T, ING W11e AM01TO, , IMA aii .................... lAWIl-G ,'SSA` is slw, 8 A11V llnIllBs 1�*CE wlt I t 18 luk R W W, 6 � ADA ACCESSIBLE PARKING SPACE LAYOUT 4 TO CA. 096TRi 1%( 44- T-4 ---- - 11, "1 1. � IS b I E-SiS 1, 4` - .11 W, L 14 11. 1 - 1W X i . 1A k1l M . Illy I. C,­. Eil 11 1 k is 11' foITNI 11C, 1, 11 A UURNIICIi VAN ACCESSIBLE PARKING SPACE LAYOUT IESERVED PARKING-1 NNW FINE m owl i 2424 mwn: AS `N`i� TYP. ACCESSIBLE SIGN 4 8 1 TRUNCATED DOME DETAIL IVWKIMME �fllll. PT.Pr.-1 TO t.YaF3.4T.t0 LINIF Of 311E GUAf.^NGe AND Afrti,,MSHII1 RWE WMIN TlikM1101r, SRAUXIPAMR) A1,0�i,�, aw-fl"1`11(i lwi� Iml ll`I`Killl* lurFACE. lluAl 0 ON AcRYc WMR::3It :A PAIIKi ^3 CAIOR AllTWl) AWN tu`Wk-1 CF aSCB ........... mouNI 14211sssm-r ANr NUTSVii IOCKAFAE CTRS SIGN, I OX Z X lX'GALV STEEL HIGII GLOSS r:Nisii RR-:i%f GpArX IZ'V,!A CONCRETE I FOOTING 1'A NOTE- 3 � SIGNAGE DETAIL vux-. PA w ITyf-,, wp-M,7 PART fflffl! r ----------- I ()I Or PARKING "PALE 2 � HANDICAP PARKING SPACE SYMBOL SITE REFERENCE PLAN - NTS ------------------ KEYNOTES I LOCATION OF THE WALKING COMPANY MAIN ENTRY AND EXIT ROUTE 2 ACCESSIBLE PATH OF TRAVEL TO TENANTS SPACE 3 LOCATION OF EXISTING ACCESSIBLE PARKING SPACES SEE DETAIL 61A-0.6 4 LOCATION OF EXISTING VAN ACCESSIBLE PARKING SPACE SEE DETAIL 5/A-0.6 5 LOCATION OF EXISTING DETECTABLE WARNING AT CURB RAMP SEE DETAIL 7/A-0.6 6 LOCATION OF EXISTING ACCESSIBLE PARKING SIGN SEE DETAIL 4/A-0.6 SITE PLAN NOTES A. SITE PLAN SHOWN FOR THE WALKING COMPANY WAS DESIGNATED ACCESSIBLE PARKING SPACES LOADING AND UNLOADING MINIMUM REQUIREMENTS PER CBC CODE REQUIREMENTS. B. THE WALKING COMPANY IS A PROPOSED TENANT IMPROVEMENT PROJECT C. NO ALTERATION TO EXISTING SHELL BUILDING OCCURS D. CONTACT MALL MANAGEMENT FOR ANY FURTHER INFORMATION REGARDING SITE PLAN INFORMATION. SITE PLAN LEGEND m INDICATES ADA ACCESSIBLE PATH OF TRAVEL AND EXIT ROUTE MALL DESIGNATED ACCESSIBLE PARKING RECEIVED CITY OF TUKWILA APR 15 2019 PERMIT CENTER 0/2 7 JOB#: 19-1489 STORE#: P-131 mmmmmmmmemmummoom RE TER HIT JINIIA .POWERS .,A" Fl� STATE FWASIIINGTON PROJECT COORDINATOR RE-rAIL "M M modaffl, AMN, l%lll m D E S, I N 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 CM4000:1, I!, Ld Z L L REVISIONS PRELIMINARY LANDLORD SUBMITTAL 03.11.19 FINAREVIEWED FOR I o4 ol 19 I BUILDING DIVISION I SITE REFERENCE PLAN SHEET NUMBER I16 I I '13ADJACENT ILL NEUTRAL PIER 'WALL 1 � LOD VERIFICATION PLAN 1/4" = V-0" G.C. TO VERIFY ALL LOD DIMENSIONS - IF ANY DISCREPANCIES ARISE, G.C. HAS 24 HOURS TO INFORM LANDLORD AND TWC PROJECT COORDINATOR / ARCHITECT. NO PROJECTIONS BEYOND THE LEASE LINE RECEIVED CITY OF TUKWILA APR 15 2019 PERMIT CENTER JOB#: 19-1489 STORE#: 624 \ .POWERS( REG F.R- -� -1- (7 amm STATE -WASHINGTON t; pm maw;p z < -j z co uj co IImq z co co LF u ou LL w Q -<z U W = 0 c) U) w o- w 3: 041 04 L- - LOD FIELD VERIFICATION �Rvmomw SHEET NUMBER I KEYNOTES EXISTING CONDITIONS - DEMOLITION PLAN 1 /4" =1'-0" LANDLORD GENERAL DEMOLITION NOTES 1. CONTRACTOR SHALL PROVIDE MALL FACILITIES 48-HOUR ADVANCE NOTICE PRIOR TO DEMOLITION. 2. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS. LANDLORD SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCLOSED DURING DEMOLITION 3. ALL WALLS AND CEILINGS THAT ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AT THE SOURCE AND REMOVING OR CAPPING ANY ELECTRICAL, PLUMBING, GAS LINES AND MECHANICAL DUCTWORK THAT IS DISCLOSED AND NOT SCHEDULED FOR REUSE. REROUTE AND CONTINUE ANY SYSTEM THAT MUST BE RETAINED FOR ADJACENT TENANT SPACES THAT ARE NOT IN THESE PLANS. 4. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT THAT IS TO BE REMOVED SHALL BE DISCONNECTED AT SOURCE AND REMOVED. 5. ALL GAS WATER AND DRAIN LINES SUPPLYING EQUIPMENT THAT IS TO BE REMOVED SHALL BE DISCONNECTED, REMOVED AND CAPPED ABOVE CEILING OR BELOW FLOOR. IF CONTINUITY OF SYSTEM MUST BE MAINTAINED FOR USE BY ADJACENT TENANT SPACES, CONTRACTOR SHALL REROUTE, AS NECESSARY, TO BE BEHIND NEW CONSTRUCTION 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM SITE, ALL RUBBLE AND DEBRIS CAUSED BY DEMOLITION AND DISPOSING OF IT IN A PROPER MANNER. PROVIDE HAUL ROUTE TO MALL MANAGEMENT FOR REMOVAL OF RUBBLE OR DEBRIS. PROTECT MALL FLOOR WITH MASONITE OR SIMILAR WHEN USING CARTS, DOLLIES OR OTHER TRANSPORTATION METHODS.DEBRIS REMOVAL MUST NOT BE VISIBLE IN THE MALL COMMON AREA DURING BUSINESS HOURS. 7. NOTIFY MALL MANAGEMENT OF ANY SPRINKLER REWORK TWO BUSINESS DAYS IN ADVANCE. SPRINKLER DRAIN DOWN FEE MUST BE PAID IN ADVANCE DURING PRECONSTRUCTION MEETING. 8. ENSURE SPACE IS COMPLETELY SEALED DURING DEMOLITION SUCH THAT DUST DOES NOT TRAVEL THROUGH THE COMMON PLENUM TO ADJACENT TENANT SPACES OR MALL COMMON AREA. 9. PROTECT ANY VENTS, VERIFY WITH MALL FACILITIES PRIOR TO COVERING RETURN VENTS NOTE: UPON DEMOLITION OF ACT CEILING. G.C. SHALL NOTIFY THE PROJECT COORDINATOR / ARCHITECT OF RECORD IF ANY EXISTING DUCTWORK OR OVERHEAD PIPE OBSTRUCTION PREVENTS NEW CEILING HEIGHT INSTALLATION. NOTE: ALL BIDDING GC'S TO VISIT THE SITE BEFORE SUBMITTING BID TO VERIFY THE EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF RECORD AND THE WALKING COMPANY PM OF ANY DEVIATIONS FROM WHAT IS SHOWN ON THE CONSTRUCTION DOCUMENT SET. ADJACENT TENANT MALL CONCOURSE 1 EXISTING STRUCTURAL COLUMN W/ FIRE RETARDANT TREATMENT, GC TO V.I.F. GC TO REPAIR IF DAMAGED 2 LEASE LINE 3 3-518" METAL STUDS AND GYP BD. EXISTING TO REMAIN. GC.0 TO PATCH AND REPAIR GYP. BOARD AS NEEDED. GC.0 TO MAINTAIN 1HR RATING ASSEMBLY AT DEMISING WALL, TYP. 4 (E) SERVICE DOOR TO REMAIN 5 EXISTING WALL TO REMAIN 6 REMOVE AND REPLACE DOOR FOR NEW ALL GENDER RESTROOM PER SCHEDULE 7 REMOVE ALL FLOOR FINISHES FROM TENANT SPACE AND PREP SURFACE FOR NEW FINISH PER SCHEDULE 8 REMOVE ALL EXISTING ACT CEILING, SOFFITS AND LIGHTING THROUGH OUT SALES AND STOCKROOM AREAS 9 REMOVE ROLL UP GRILLE AND OVERHEAD CASING 10 REMOVE EXISTING STOREFRONT SYSTEM UP TO UNDERSIDE OF MALL BULKHEAD 11, NEUTRAL PIER, GC TO PROTECT DURING CONSTRUCTION 12 EXISTING FIRE RATED (1-HOUR) DEMISING WALL (REFER TO WALL TYPES FOR ADDITIONAL INFORMATION) 13 REMOVE ALL SHELVING AND FIXTURES - COORDINATE W/ TENANT FOR RELOCATION AND / OR STORAGE OF ITEMS 14 EXISTING RESTROOM WALLS, FINISHES AND FIXTURES TO BE REMOVED -SEE CONSTRUCTION PLAN AND PLUMBING SHEETS FOR NEW LOCATION 15 RELOCATE ANY EXISTING FLOOR OUTLETS OR DATA W/ NEW FIXTURE PLAN AND ELECTRICAL SHEETS 16 EXISTING ELECTRICAL EQUIPMENT TO BE RELOCATED - COORDINATE WITH ELECTRICAL SHEETS 17 REMOVE STOREFRONT ILLUMINATED SIGNAGE- COORDINATE NEW SIGNAGE POWER AND ACCESS PANEL PER ELECTRICAL PARTITION TYPES LEGEND —®- EXISTING 1-HR RATED DEMISING WALL. G.C. TO PATCH & REPAIR WALL AS NEEDED TO MAINTAIN RATING. 0 EXISTING PARTITION TO REMAIN (WALL SIZE AND TYPE VARIES GC TO V.I.F) _ DEMO NOTES: GC MUST VERIFY AND FULLY COORDINATE ALL NEW PARTITIONS WITH WALL TYPES, FINISH MATERIALS, AND SHOP DRAWINGS FOR FURNITURE AND DOORS PRIOR TO CONSTRUCTION. GENERAL NOTES - EXISTING CONDITIONS 1 2 3 4 5 6 7. 8. ...------ 9. SPRINKLER AND RESTORATION COMPANY MUST BE ON STANDBY DURING DEMOLITION PROTECT MALL FINISHES - PATCHBACK AS NECESSARY. CONTACT FACILITIES FOR MALL 10. TILES. REFER TO CONSTRUCTION MANUAL FOR CEILING AND NEUTRAL PIER PAINT SPEC. GC TO CONDUCT DEMOLITION WALK-THROUGH WITH TC AND MALL FACILITIES PRIOR TO ANY NEW WORK. COORDINATE CEILING ACCESS PANEL LOCATIONS WITH MALL FACILITIES PRIOR TO INSTALLING NEW CEILING. 11. TENANTS ON THE GROUND FLOOR REQUIRING BELOW -GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOWGRADE UTILITIES. ON COMPLETION OF PATCHING OF THE SLAB -ON - GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. THE OLD 12. PORTION OF THE MALL HAS A STRUCTRRAL SLAB AND NEEDS TO BE VERIFIED WITH STRUCTURAL ENGINEER FOR ANY PENETRATIONS (AT TENANT'S EXPENSE) TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL 13. INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. 14 THE CONTRACTOR SHALL VERIFY EXISTING/FIELD CONDITIONS AND INSPECT SITE CONDITIONS PRIOR TO SUBMITTING A BID. NO ADDITIONAL COSTS WILL BE ACCEPTED FOR CONDITIONS THAT HAVE NOT BEEN FIELD VERIFIED PRIOR TO BIDDING. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO MALL PROPERTY DUE TO THE TENANT'S WORK, REPAIR ANY DAMAGE DONE TO BULKHEAD OR NEUTRAL PIERS. ALL EQUIPMENT WHICH PASSES THROUGH THE WORK AREA AND SERVES OTHER TENANTS OR THE MALL SHALL REMAIN. ANY DAMAGE TO SUCH ITEMS SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE ILE. WATER MAINS, ELECTRICAL CONDUITS, ETC) G.C. TO VERIFY IN FIELD. CONTRACTOR SHALL SUBMIT AND REVIEW DRAWINGS WITH CODE AUTHORITIES AND SHALL PROCURE AND PAY FOR ALL PERMITS FOR INSPECTION, ETC., AS REQUIRED. THE PROCEDURES TO BE USED FOR THE WORK SHALL PROVIDE FOR SAFE CONDUCT OF THE WORK, PROTECTION OF PROPERTY WHICH IS TO REMAIN UNDISTURBED AND COORDINATE WITH OTHER WORK IN PROTECTED. THE WORK SHALL PROCEED IN SUCH A MANNER AS TO MINIMIZE ANY SPREAD OF DUST, DEBRIS, AND FLYING PARTICLES AND SO THAT ANY RELATED EFFECTS OF DEMOLITION OR REMOVAL. DO NOT INTERFERE WITH SURROUNDING EQUIPMENT, PERSONNEL, OR BUILDING(S). CONTRACTOR SHALL REMOVE ALL ITEMS FROM THE SITE, UNLESS MALUS REPRESENTATIVE HAS DIRECTED THE CONTRACTOR TO PROVIDE ITEMS TO THE MALL. CONTRACTOR SHALL KEEP ALL PUBLIC AREAS CLEAN OF DEBRIS, COORDINATE WITH MALUOWNER FOR LOCATION OF TRASH DUMPSTER. PROVIDE BARRICADE AS REQUIRED, TO PROTECT THE PUBLIC FROM WORK AREA (WHEN APPLICABLE). GC SHALL REVIEW MALL STRUCTURAL AND UTILITY PLANS, VERIFY ALL UTILITY, SEWER OR OTHER SERVICES BEFORE CORE DRILLING, SAW -CUTTING, AND/OR TRENCHING PROVIDE BACK FILL COMPACTION INFORMATION TO THE LANDLORD AND BUILDING DEPARTMENT, WHEN REQUIRED. MAINTAIN REQUIRED FIRE RATINGS AT ANY EXISTING DEMISING WALLS, AT THE BULKHEAD, AND ALL MALL CORRIDOR WALLS. ANY AND ALL WORK REQUIRING LOUD NOISES (I.E. JACK HAMMERING) SHALL BE COORDINATED W/ THE MALUS FIELD REPRESENTATIVE. MALL MECHANICAL RTU'S AND ROOF TOP EQUIPMENT NOT TO BE REUSED SHALL BE REMOVED FROM ROOF. ALL ABANDONED CURBS SHALL BE CAPPED.GC SHALL QUALIFY IN THEIR BID IF EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT NOTED ON PLANS ARE IN FACT EXISTING. THE GENERAL CONTRACTOR SHALL NOTIFY THE PROJECT COORDINATOR/ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO BEGINNING THE CONSTRUCTION PROCESS (FOLLOWING DEMOLITION OF SPACE). OVERALL DIMENSIONS AND HEIGHT CLEARANCES SHALL BE VERIFIED PRIOR TO BEGINNING THE CONSTRUCTION PROCESS, CONTRACTOR SHALL COORDINATE WITH MALL'S ON -SITE FIELD REPRESENTATIVE FOR ALL SCHEDULING AND PHASING OF PROJECT. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. CEASE OPERATIONS AND NOTIFY OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURES AND DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN TENANT AREAS. G.C. TO VERIFY IN FIELD; DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANAGER IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING WORK. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES, IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. REMOVE AND RELOCATE EXISTING SPRINKLER PIPING AND HEADS AS REQUIRED. G.C. TO VERIFY IN FIELD. ANY DEMOLITION/ REMOVAL REQUIRED OUTSIDE THE TENANTS LEASE LINE SHALL BE THE RESPONSIBILITY OF THE LAND D. / ® 6/27 JOB* 19-1489 STORE* 624 RE TERE cI Y) ��y JI!iMY . OWERS STATE F4VASHINGTOh PROJECT COORDINATOR RE-rAIL 4BM �oNS \111, INNS'\ 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 Q J W a00o m is u. W W E4 =QJ p U0 < N N 1 RECEIVED CITY OF TUKWILA APR 15 2019 PERMIT CENTER REVISIONS PRELIMINARY LANDLORD SUBMITTAL 0311. EXISTING CONDITIONS / DEMOLITION PLAN SHEET NUMBER y, f4 A R,Tf �c CONSTRUCTION FLOOR PLAN 1/4" = V-0" �- EXISTING DEMISING WALL TOP TRACK BY LANDLORD (VLF.). t ._w GC TO SEAL AT DECK. PROVIDE FIRE SAFING MATERIAL IN 'RIB' OF DECK IF t NONE EXISTS. "-5/3" TYPE'X' GYP; BD. COVER BY TENANTS G.C. LEASE LINE (SEE FLOOR PLAN) i > ;--GYP. BD CEILING SEE RCP. EXISTING 57$" TYPE "X" GYP. BD. G.0 TO PATCH AND REPAIR; G.C. TO MAINTAIN 1 HR RATED WALL ASSEMBLY. ADJACENT TENANT 1 T TENANT EXISTING 3-518" 20 GAUGE. FULL HEIGHT DEMISING 1 _ WALL METAL STUDS 16" O.0 SALES AREA BASE AS INDICATED IN. PLAN, VINYL BASE AT STOCKROOM, ALANT,TYP. F.F._ (E)CONCRETE SLAB UL DESIGN #U4fi5, SEAL ALL PENETRATIONS PER UL REQUIREMENTS, SEE DETAIL SHEETS EXISTING DEMISING WALL 1-HR RATED NEW DEMISING WALL EXTENSION [A�l TO MAINTAIN EXITING FIRE RATING) 2 WALL TYPES '18 GA CONT. - METALTRACK BY T.G_C. EXTEND WALL, FINISH LIP TO BOTTOM OF ROOF STRUCTURE_ BETWEEN SALES AND STOCK. STOCK ROOM1 RESTROOMI STOREFRONT .. HARD SURFACE TILE OR— STONE FINISH OVER 5) CEMETITIOUS BACKER BOARD WITH METAL LATH SUBSTRATE AT 3, f EXTERIOR STOREFRONT BASE,-_...-- FOR WALL AT TACHNIENT REFER TO DETAIL SHEETS DO NOT ATTACHED OR PENETRATE (E) DECK DEFLECTION TRACK WHERE STUDS EXTEND TO ROOF DECK r--' GYP. BD CEILING. SEE RCP I SEE RCP 'I' SALES /CORRIDOR AREA 5?8" TYPE "X" GYP.BD_ BOTH SIDES 3-518° 20GA METAL STUD AT 16" O.C_ BY G.C. SALES AREA BASE AS INDICATED IN PLAN. SEALANT, TYP. (E) CONCRETE SLAB B - PARTITION AT SALES "8" "TYPE X" GYP. BD. CAP ETALTOPCHANNEL LF.C.1) EE RCP 5/8" 20 GA., METAL STUD JRRING AT 16" OC. (C.F.C.1). EFER TO METAL STUD -HEDULE FOR STUD (ZING. ICC #ESR-3064 STOCK ROOM 8" "TYPE X" GYP. BD. TALL BASE AND FINISH BASE -CORING PER SCHEDULE PER SCHED. TYP. SEALANT, TYP. ------ (E) CONCRETE SLAB C - FURR OUT PARTITION KEYNOTES JOB#: 19-1489 STORE#: - 1 LEASE LINE 2 EXISTING FIRE RATED (1-HOUR) DEMISING WALL (REFER TO WALL TYPES FOR ADDITIONAL INFORMATION) 3 EXISTING STRUCTURAL COLUMN W/ FIRE RETARDANT TREATMENT, GC TO V.I.F. GC TO REPAIR IF DAMAGED 4 EXISTING V WALL POP -OUT - GC TO V.I.F. & COORDINATE W/ TENANT FOR WALL DISPLAY 98s9 INSTALL R ISTE 5 NEW INTERIOR WALL PARTITION (REFER TO WALL TYPES FOR ADDITIONAL INFORMATION) R _ T 6 NEW INTERIOR DOOR, TYP. U.O.N - REFER TO DOOR SCHEDULE FOR ADDITIONAL INFO 7 EXISTING REAR EXIT DOOR TO REMAIN ,tm!trY . P048ERS 111 8 NEW ALL GENDER RESTROOM LOCATION - REFER TO ENLARGED PLAN SHEET STATE F SyASHp;G10N 9 (E) ELECTRICAL PANEL TO BE RELOCATED TO HERE, REFER TO ELECTRICAL SHEETS 10 STOCK ROOM WALLS TO RECEIVE (1) COAT OF PRIMER ONLY 11 1/2" LOW IRON STARFIRE TEMPERED GLASS STOREFRONT SYSTEM BY G.C. 12 1/2" LOW IRON STARFIRE TEMPERED GLASS STOREFRONT ENTRY DOORS BY G.C. 13 REVISE RIGHT SIDE NEUTRAL PIER - BRING FORWARD TO BE FLUSH WITH LEASE LINE I 14 STRUCTURAL MEMBER - REFER TO STRUCTURAL SHEETS PROJECT COORDINATOR 3'0 15 NEW WALL CHASE FOR POS ISLAND ELECTRICAL - COORDINATE W/ ELECTRICAL SHEETS 16 EXISTING MALL FLOORING TO REMAIN UNDISTURBED, TYP. G.0 TO PROTECT DURING CONSTRUCTION 17 (E) MALL FLOOR TILE TO MEET FLUSH Wl NEW FLOORING AT LEASE LINE RRILIM 000 1620 5TH AVE SUITE 110 :ENTER SAN DIEGO, CA 92101 :OMPLETE 24X24 'LOOR TILE @ CL PH: (619) 215-1677 )F ENTRY DOORS -1 TO EXTEND )UT TO LEASELINE w z w w J 16 MALL COMMON U , -- 3 4• F.R.T. PLYWOOD DECK BY GC. �� r-6" 60£1EJ18 GA &FETAL JOISTS AT 'I6" O.C_ BY G.C. METAL TOP CHANNEL i SEE RCP `5" L GYP. BD. CEILING RESTRaQ� 518" TYPE "X" GYP.BD.1 OR GREEN BOARD IN WET AREAS EACH SIDES OVER 3-518" 20 GA IMETAL STUD BY TENANT G-C. BASE F.F- SEALR, TYP. �— (E) CONCRETE SLAB D - RESTROOM PARTITION PARTITION TYPES LEGEND —�- EXISTING 1-HR RATED DEMISING WALL. G.C. TO PATCH & REPAIR WALL AS NEEDED TO MAINTAIN RATING. EXISTING PARTITION TO REMAIN (WALL SIZE AND TYPE VARIES GC TO V.LF) 0 NEW INTERIOR PARTITION FRAMED WITH METAL STUDS (WALL SIZE AND TYPE VARIES - SEE WALL TYPES) NOTES: GC MUST VERIFY AND FULLY COORDINATE ALL NEW PARTITIONS WITH WALL TYPES, FINISH MATERIALS, AND SHOP DRAWINGS FOR FURNITURE AND DOORS PRIOR TO CONSTRUCTION. GENERAL NOTES - CONS. PLAN 1. ALL DIMENSIONS ARE MEASURED FROM FACE OF WALL, U.O.N. 2. PROTECT ALL EXISTING FINISHES AND ITEMS TO REMAIN. WHERE CONDITIONS TO REMAIN ARE AFFECTED BY DEMOLITION, RELOCATION, NEW CONSTRUCTION, ETC. THE CONTRACTOR SHALL REPAIR PATCH, REFINISH, OR REPLACED SAID ITEMS AS REQUIRED TO MATCH EXISTING AT NO CHARGE TO THE OWNER. 3. ALL EXISTING CONDITIONS TO BE FIELD VERIFIED GC TO NOTIFY ARCHITECT OF ALL DISCREPANCIES WITH PLANS PRIOR TO CONSTRUCTION. 4. ALL PAINTS & WALL COVERING SHALL BE APPLIED IN ACCORDANCE W/ MANUFACTURER'S SPECIFICATION & RECOMMENDATION FOR THE PARTICULAR SURFACE. 5. PAINT FINISH OF METAL PARTS OF DOOR FRAMES, DOORS AND EXISTING COLUMNS ETC. SHALL BE SEMI -GLOSS ENAMEL. 6. ALL METAL SURFACES SHALL BE PROPERLY REPAIRED PRIOR TO PAINTING IF REQ'D. 7. ALL WALLS SHALL BE PROPERLY SPACKLED, SANDED AND PRIMED W/ (2) COATS PRIMER PRIOR TO PAINTING OR WALL COVERING. 8. TYPICAL FLOOR COVERING TRANSITIONS ARE AT CENTERLINE OF DOOR OR AT CENTERLINE OF OPENING WHERE DOOR IS PRESENT. 9. PATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR CRACKED PRIOR TO FLOORING INSTALLATION WITH EPDXY CONCRETE MIX OR SIMILAR MATERIAL. 10. PAINT FINISH OF ALL WALL SURFACES TO BE LATEX EGGSHELL FINISH BASE PAINT. 11. PAINT FINISH FOR CASINGS AND HM FRAMES TO BE SATIN FINISH ENAMEL. 12. PAINT FINISH FOR CEILINGS AND SOFFITS TO BE FLAT FINISH LATEX BASED PAINT WHEN ',.. REQUIRED. 13. ALL METAL STUD FRAMING TO BE 20 GA. STEEL U.N.O. ALL INDICATIONS OF HEAVY DUTY FRAMING TO BE 16 GA. STEEL. 14. NO RUBBER OR VINYL BASE IS PERMITTED IN THE SALES AREA. 15. GC TO PATCH AND REPAIR ALL CRACKS AND HOLES IN EXISTING DEMISING WALLS ARE REQUIRED TO MAINTAIN SPECIFIED FIRE RATING. GC TO VERIFY IF EXISTING WALL OPENINGS ARE PART OF A MALL PLENUM RETURN EVACUATION SYSTEM PRIOR TO THE BEGINNING OF ANY WORK. 16, HANDICAPPED ACCESSIBLE BATHROOM, FIXTURES AND HARDWARE TO ABIDE TO ADA REQUIREMENTS AND ALL STATE AND LOCAL CODES. IT MALL AREA WALLS AND CEILING FINISHES SHALL HAVE A CLASS 1 FLAME SPREAD RATING AND A SMOKE DENSITY RATING OF 150 MAX. TENANT AREA WALLS AND CEILING FINISHES SHALL HAVE A CLASS 2 FLAME SPREAD RATING OF 75 MAX. AND A SMOKE DENSITY RATING OF 300 MAX. 18. GC RESPONSIBLE FOR TOUCH UP ON ANY EXISTING FIREPROOF SPRAY AREA WITHIN TENANT SPACE. 19. ALL CONCRETE PATCHING MUST BE LEVEL WITH THE EXISTING CONCRETE FLOOR AND PREPPED SMOOTH FOR NEW FLOOR FINISHES. 20. TENANT IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE SPACE. FAILURE TO PROPERLY FIELD VERIFY EXISTING CONDITIONS DOES NOT RELIEVE THE TENANT OF ANY EXPENSES OR RESPONSIBILITIES RESULTING FROM THAT FAILURE. I,ECEIVED CITY OF TUKWILA APR 15 2019 PERMIT CENTER i REVISIONS J J m co W .. co wNm Z Q ww- = Q ou J Ir— Q Q fA W N N N T PRELIMINARY LANDLORD SUBMITTAL 03.11.19 j REVIEWED FOR I ILC9DE COMPLIANCE I Oa.B1.19 :, FINISH FLOOR l g Ia 3 u � � � Tom,.«:� EXISTING GYP. CEILING GYP. CEILING EXTENSION TO MATCH EXISTING ....._—►. EQ. T_6" T-6" p EQ. - ,- 5,_0" .. 5'-0% EXITCORRIDOFI a t2,_0, w 105 JC JC P-1 d P 1 ALLGENDER Ficl o RESTROOM 104 �EQ EQ 6 TYP STOCKROOM 1-03-1 --oo a II II EQ. 17' - 0 1/2" OPEN TO DECK 4'-0- 4'-0" EQ. TYP. TYR J 136 O 41'-5" 2 REFLECTED CEILING PLAN 49'-4" 4 5 6 SALES AREA 38'-4" 16 15 14 13 POWER PLAN 1/4" = T41 9' - 0" V. L F. T-5" 1'-3" T-7" ING (V.I. ) KEYNOTES 1 NEW GYP. BD. CEILING & LIGHTS ABOVE 2 NEW BRUSHED STAINLESS STEEL CANOPY, SEE STRUCTURAL SHEETS 3 STOREFRONT ILLUMINATED SIGNAGE ATTACHED TO NEW BREAK METAL CANOPY / LEDGE. G.C. TO COORDINATE POWER & ACCESS PANEL LOCATION AS NECESSARY 4 G.C. TO PROVIDE ACCESS PANEL AT NEW CEILING. COORDINATE EXACT LOCATION OF PANEL WITH THE WALKING COMPANY P.M. SEE DETAIL 17/A-3.2 5 EXPOSED TO DECKAT STOCKROOM 6 NEW LIGHTING, PER SCHEDULE 7 EXTEND GYP. BD. SOFFIT AT MALL CORRIDOR ENTRY TO ALIGN PLANES — COORDINATE PAINT SPEC W/ LANDLORD 8 G.C. TO COORDINATE J—BOX AND NECESSARY POWER TO ILLUMINATED BLADE SIGN GENERAL NOTES — REFLECTED CEILING PLAN & POWER 1. G.C. TO INSTRUCT LIGHTING INSTALLER TO LOCATE LIGHTS PER THE DIMENSIONS SHOWN ON A200. DO NOT SCALE LIGHT LOCATIONS FROM THE ELECTRICAL LIGHTING PLAN- 1 V— 0" B.O. ENTRY CANOPY 2 G.C. TO COORDINATE WITH SPRINKLER SYSTEM DESIGNER / INSTALLER TO ENSURE FOOT SCANNER: (1) FLOOR OUTLET W/ COVER PLATE FLUSHED W/ FLOOR F3 (40" WALL PANEL): (1) DUPLEX 18" AFF TYP. THAT SPRINKLER HEADS THROUGHOUT STORE DO NOT INTERFERE WITH DOWN LIGHT PLACEMENT AS SHOWN. ANY CONFLICTS BETWEEN SPRINKLER PLACEMENT AND DOWN LIGHT LOCATIONS TO BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR RESOLUTION PRIOR TO INSTALLATION. 3. G.C. SHALL SET ALL CEILING AND SOFFITS USING A LASER LEVEL TO ACHIEVE A CEILING THAT IS PLUMB, LEVEL AND SQUARE TO ALL WALLS AND SOFFITS. 4. G.C. SHALL PROVIDE 2'-0" X 2'-0" FLUSH MOUNTED ACCESS PANELS IN GYP BD. CEILINGS TO SERVICE EQUIPMENT IN THE CEILING SPACE IF REQUIRED, INCLUDING BUT NOT LIMITED TO HVAC UNITS, JUNCTION BOXES, AND VOLUME DAMPERS. PANELS ARE TO FIT FLUSH WITH CEILINGS AND SHALL BE PAINTED TO MATCH ADJACENT CEILING. 5. G.C. TO ENSURE THAT ANY EXISTING CEILING TILE TO REMAIN ARE IN A "LIKE NEW" CONDITION. OTHERWISE CEILING TILE TO BE REPLACED. 6. DIFFUSERS IN SALES ARE TO BE PAINTED FINISH, P-1 TO MATCH CEILING PAINT FINISH. 7. G.C. TO SUPPLY SPRINKLER DRAWINGS AND APPLY FOR PERMIT AS REQUIRED. 8. ALL SPRINKLER HEADS LOCATED WITHIN THE GYPSUM SOFFIT MUST BE CONCEALED TYPE HEADS WITH COVER PLATES TO MATCH CEILING FINISH. ALL OTHER HEADS MAY BE SEMI -RECESSED HEADS. 9. SEE MECH. FOR LOCATION OF DIFFUSERS AND DUCTWORK. 10. ANY EXISTING DUCTWORK TO BE RE -SECURED AS REQUIRED AND CLEAN THOROUGHLY. 11. SPRINKLER HEADS AT GYPSUM BOARD CEILINGS MUST BE FULLY RECESSED AND COVERED WITH METAL PLATES FINISHED TO MATCH ADJACENT SURFACES. CENTER SPRINKLER HEADS IN CEILING TILES WHERE APPLICABLE. 12. ALL EMERGENCY AND EXIT LIGHTING IN FRONT OF HOUSE MUST BE EDGE LIT AND HAVE RECESSED BASE- NO SURFACE MOUNTED. 13. VERIFY LANDLORD APPROVED METHODS FOR ATTACHING TO BUILDING STRUCTURE WHEN HANGING/SUPPORTING HVAC EQUIPMENT, DUCTWORK, PIPING, WATER HEATERS, TRANSFORMERS, FIXTURES, CONDUIT, ETC. WITH LANDLORD AND TENANT'S ARCHITECT. ATTACHING TO UPPER LEVEL FLOOR SLAB OR ROOF DECK IS NOT ALLOWED. CONDUIT HANGERS, CLAMPS, LIGHT FIXTURE SUPPORTS, ETC. SHALL BE FASTENED TO BAR JOISTS OR BEAMS. 14. IF CORING IS REQUIRED, PROVIDING CORING PLAN TO LL AND BASE BUILDING STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL - TENANT GC TO SCAN SLAB PRIOR TO CORING LIGHTING LEGEND TYPE/ DESCRIPTION MANUF. V NOTES MARK RECESSED INTENSE 120 V(1) 37.73 W G-2 DOWNLIGHT LIGHTING R-1 RECESSED MULTI— 120 VINTEGRAL 18W LED SPOT CONTECH ADJUSTABLE HEADS J 14'4' STRIP LIGHT I COLUMBIA ( 1120 V I LED 0-10 V DIMMING 120 V LED 0-10 V DIMMING JC 4'—U' STRIP LIGHT COLUMBIA PROVIDE LENS W/ ACRYLIC CASE COVER DIFFUSER (1)13W CFL G-3 VESTIBULE MAXILUME PROVIDE SILVER TRIM RECESSED 120 V IN VESTIBULE AND DOWNLIGHT WHITE TRIM IN UPPER SOFFIT PROVIDE 90 MIN. EX-1 EXIT SIGN -- BATTERYBACKUP AND UNCONTROLLED HOT JE EMERGENCY LIGHT STRIP LIGHT COLUMBIA 120V LED PROVIDE 90 MIN BATTERY BACK UP AND UNCONTROLLED HOT PROVIDE 90 MIN. G2-EM EMERGENCY BATTERY BACK UP LIGHT INTENSE AND UNCONTROLLED RECESSED LIGHTING 120V HOT. INSTALL DOWNLIGHT REMOTE TEST SWITCH DIRECTLY BESIDE FIXTURE. PROVIDE ADVANCE MARK X LINE DIMMING BALLAST No JOB#: 19-1489 STORE#: - RE STE _ CH = 1 ! y( rg JIA/FWASHINGTON O\VERB STAT PROJECT COORDINATOR RE-rAIL APAN", N\\ E S, I. 3 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 Q J LL1 L cC oo y co apt ( ItY W W LLI F U LL W Q�Q C3 3: N N `_ L RECEIVED CITY OF TUKWILA APR 15 2019 PERMIT CENTER am m ' 1 1/4" = 14" ;< x 40W" STACKABLE SHELVING UNIT limimmimoilmmill 14 13 24" GRAPHIC 6'-6" 26"WPL, 40"WP I, 40"WP 40"WP 40 40" WP 40" WP FOOT, 5'-2" I S ACCESSORIES MIRROR CANNE4 MIRROR F3 F3 F3 F3 F3 F3 ALIGN 9 o C3 W T-2" 2r_8" X-5" Ll > POS I 0 SAES AMA- ul Uj ca TTppV POS 2 4-1 101 TYP > L _x F-11 Typ 'p F3 �F�3 F3 F3 F3 MIRROR MIRROR MIRROR 6'6" 26" WP 4 071" W P =401" WP 40" WP 26*'WP 40" WP 40" WP 40" 26"WP 1'-11"� 3'-5" 7 ACCESSORIES MIRROR MIRROR MIRROR KEYNOTES I TENANT PROVIDED FIXTURE - G.0 TO PROVIDE BACKING PER MANUFACTURER'S SHOP DRAWINGS. REFER TO FIXTURE DETAILS AND INTERIOR ELEVATIONS 2 TENANT PROVIDED SHELVING - G.0 TO PROVIDE BACKING AND OR ATTACHMENTS PER MANUFACTURER'S SHOP DRAWINGS. COORDINATE W1 THE WALKING COMPANY PROJECT MANAGER AND SHELVING VENDOR GENERAL NOTES - FIXTURE PLAN 1. GC SHALL UNPACK, SET AND LEVEL FLOOR FIXTURES ON BEHALF OF THE TENANT, 2. COORDINATE FINAL OUTLET LOCATIONS AND HEIGHTS W/ TENANT 3. GC TO APPLY HORIZONTAL 2X4 FURRING STRIP BACKING FOR ALL WALL FIXTURES - COORDINATE LOCATIONS W1 LATEST SHOP DRAWINGS. FIXTURE LEGEND PIPP CAPACITY ANALYSIS DESCRIPTION TOTALS DESCRIPTION TOTALS NUMBER DESCRIPTION +1- 13 LF 25 36 X 12 UNITS X 63 PAIRS ACCESSORIES SLAT WALL POS 0 0 36 X 24 UNITS X 126 PAIRS 42 X 12 UNITS X 91 PAIRS F3 STACKING STOCKROOM SHELVING UNIT REFER TO PIPP 3-4 DISPLAY WALL FIXTURE 15as CAPACITY 0 34 42 X 24 UNITS X 182 PAIRS 48 X12 UNITS X 106 PAIRS - — -------- — 24 24" X 48" SEATING BENCH 9 0 48 X 24 UNITS X 210 PAIRS TOTAL CAPACITY TABLE DISPLAY TABLE 3 SQUARE FOOTAGE ANALYSIS SPACE ------------ SALES AREA MIRROR 24" X 60" WALL MIRROR 4 STOCKROOM RESTROOM EXIT CORRIDOR b19-01l FOOT SCANNER TOWER 24"X 30" X 90" H I TOTAL USABLE SQUARE FOOTAGE . ............ TOTAL �LEASELINE �SQUARE FOOTAGE JOB* 19-1489 STORE#: - RE TER HIT * JIMMY STATE POWERS WASHNGTON PROJECT COORDINATOR RE7A1L 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 79 cuolp 4c U4 tuna U L 0 U (L :3 p _j co co co W C'4 0) 0 z 4t W W 9 0 0 La _j In 0 < (j) V)W N 04 CITY PE RECEIVED OF TUKWILA APR 15 2019 3MIT CENTER REVISIONS TOTALS PRELIMINARY LANDLORD SUBMITTAL 1575 0 0 0 3570 0 F ALS otiq EWEVVED FOR M L tLAY 0 3 ZM_ �T City Of Tukwila ING DIVISION FIXTURE PLAN 5145 TOTALS 869 SF 685 SF 58 SF 186 SF SHEET NUMBER Acml m2 1612 SF 1964 SF JOB#: 19-1489 c p- EW,N,. �b wA a DRAwN,. STORE#: P-131 -.. [6C9oomm] 2b.00LnI - 5 M .. o.: WLDRAx N4: RAfvw �: el E F_F-I oogN . x1s•REc.tuew II GANxj; Pcs; i - Ib<A:HNB I G llIG. 9669gO 9 9a1 fF Es a;l. sR c EF as Ilcn l_Rs ecz It Pol FF f5i >opi_ AB . f cisCaemEe PROY�ED BYIIENf NlA I JItd4 STATE 961 - FF - FST :gbh sT BBoI PAQVRED BYgIFM N/A >,ry ti•I�. THE WALKING COMPANI(EIEa„� g .4i1 t SCR '; SiFEFMELON TINC, FOOT SCANNER TOWER R EV.08 [762mlTl] I A. _FI 304.80mITi] _ PROJECT COORDINATOR 12.QCOln _T RE AIL N [2102.31rr5m] 1760.47mm ].��\� 1\ n` 82769in 69.310ir �0\ - • ��nll `.°;.. •h - [2286091nm] [149C.99rraii] Y °� 3 D E v �Y. . CUSTOMER APPROVAL vnnA.F.__ DATE; W 4u3in �._.... :58.5431n L[71�'J4Mm; [96627mm] - '` - '►- ��---'-"' 1620 5TH AVE SUITE110 .20 r»rn ] n [:AJ5.30. 6 ` SAN DIEGO, CA 92101 PH: (619) 215-1677 PNISHSCHEDULE: 12.0. n PC2 W HITE ROW DER. COAT PNT-I SYHITEPAHIT .�F 0.0(itET RY AXO CONFOENTlAt F '°"S.CSsYAW34€"'S %w. d`%°.,..C.�ib�'AiT!&Fo°®ub&.Y'•'i-I ROPR CT0.RY AND CONF OENTtAt �w T^?° '°^�{.4 Mal L a bra ^os.mr6aa?„�5':- ......:.�,rn."v�^s„saev�,:.rawa.,avlas I ctt 2a • . F10...` :1ett:'AC ik° i&^" ='NFGRaSp: _" I....d«....,,,..�...�..n..,,.v.,.a...,..®� 41.';rodA'3Fd'Jim'Y."4�^3wi5"K.ffi`;:YS.fi�'�odlCwYt• .w.:..... .sar SHcEi .df.E,�'I€Yk'"tY'"N^S,S'&7w9F%SSkT%]4 S4�k."u�1. 3GF23 _________ ..,...w...,w.wwc....swc..,. NO PoilNo s,iiplion na160 'r+h 2rt. NOTE: GC TO COORDINATE ALL FIXTURE INSTALLATION W1 TENANT - ALL ATTACHED SPECS ARE FOR REFERENCE G.0 TO COORDINATE WITH LATEST SHOP DRAWINGS ON SITE. I EiT..iJ01 va sANEuvRGs,o x o-A..Ixo°�.n�c cez I I 96 FV z G.C. RESPONSIBLE FOR ALL NECESSARY HORIZONTAL 2X4 FURRING STRIP BACKING FOR ALL WALL MOUNTED F IX MIRES - COORDINATE HEIGHTS AND LOCATIONS WITH LATEST 9sl.;wv su; za i- ACCbu R -A- cx- 4b1 54'P - GB. CWC C SHOP DRAWINGS & TWC P.M. ( VO-I-H. W. NIA UJI ALL F3 FIXTURES (40" WALL PANELS) TO HAVE (1) DUPLEX OUTLET 18" AFF INSTALLED BEHIND PER ELECTRICAL SHEETS WP-SEC---'aWi IED REFER TO FIXTURE PLAN A-1.2 & INTERIOR ELEVATIONS A-2.0- A-2.1 961-WP-.MG I ® [1016] f [, 01 .. -.... 110151 _ [677.161 - r ° < J \ \ \ 40,0�A, 40.C65 40:000 `26.660 13. 61 -i<YP SHELF N Vim"? Z co Zs iN z W W 961 WP SLT: 961 �' \' ®. e ` q [2743.=0) 1 GS.0 --sue.-. �--F:y--. a •st- -'rt-- -'u''- --�-- -_+-- -�-• -WP-SLT.. 961 W f' SLi 2b F.. J q e _, m 96i WP=5L7-IS to W q . [39.30_L 2 H [IEE17 321 Q J W TYP. 40" WP WALL PANEL III���� 40DO0 `' 1 .547 961 -WP Dt',=SW (,L FINISH SCHEDULE: G - DETAIL DETAIL H SCALE1 : ? Sr'ALE 1: 2- (n PC-2::NJHITE POWDER. COAT ,�w y I C� 022I:1 {Ci PAOPRETARY A! _ n.... ! L SOT bl � CQ C12J 9 p1W E - pl PRn piARr ANp cpnFciE+TIAT �„ ME SEC VERIFICATION ASSEMBLY ON SLATWALL F ., 4 7� 4 H W WNG COm A VRH `i 91 WP KEVn PROPRETANY ANpC MILTT% www.wmm-nmx.m.. �j ui -, ; Pe$4.�h"'fiSY°�#f Etl „e[i" .A ^]C`^9 .585�, "6�'U.'i4 4Ri,$' -"'S Fw «So:•. w••" . Ee� 5.E' Id88d'dFi 2Re°G"i5FT e9;°8�.ftSb. t"ii9� 35b'F>�.iT+P.v�l�8 5:54'dY li'�'L �".: S Ei I�'.'«:.m hem. '2A x'r°. gBtrR 'E`m,: "ew'R �.rN ^erF'-. e.'N' .:'tis'e'R t°^r 20F7 mh.. ��.w:.w�..,wm��x.t6"..�,.w..., :s Y rs'Et^s'T^ ,dw..a¢.'L#sxT✓ 30f7- __ ____.._______,__„___,.._..____,__._.............._..„,.___________.___..._....._.__...._..__,.....__.. NO: P rI 1: Pti; n t b Fehh @i'!. [334,88] WEIGM:35KG t 961 0 •XRECiOBINCjIdGA.Hfi51 i 73.184 �. Cu7.9$ wP. sLr-,m, wAFEraNEt wr.H Bc-A.cF�,+<cA.l+rs... ec.z. [375 3,1&"S - -^I,,,..•' .._ -_ SECTION E E '375 [25,40] [7.94] P..313, 26" WP WALL PANEL n. o N0 _.ipd 'nA 3tt WEIGHT::24.5KGuheu t mn Gz.lw ., HRs.I oA:xr N 9b, rR sN- . sFot osxTs9 r,^:z, I lum [9.53] .. __ 3,1B8 �LGCO .750 - - J SCALE DETAIL B DETAIL AB' OPENEDN TOP i ' 4 SCALE 1: b �_ [38,1.0] 1.500 q. SECTION E-E 375 [� [1 �J ]' ! 9ixi - WP -JHELF SNEtrACatNGCL^M avY REVISIONS _D D�TALSCA slLaf 60IT6:A_: VINE, ' PRELIMINARY LANDLORD SUBMITTAL 03.11.19 27. CETAILJ [12.70 q SCALE3 :l .'�,.�j3_ `. \. [677:16] 16,S6i;t DETAIL) ` ` SCALEI :1_ \ \^"`� ` ` ' E FINALS CODE 4ANC p9.p1.T9 �. E ! E.. e e 25.40 Da [914,46] 36.000 _ e ® .0 �c 21 7 \ \ \ ~• qw .\ I I [1,_C J `� \ 047 \ i .. ...__....___..._........... __. PUY 03 2019 City 0 f Tukwila I [4t3 .Qo1 84.CDCI I q q ` 1 * I q 7621 o. [v I S 84:000 E F 36,C0 e .� q [,5ld] 60.000 - [I S0 v0] e [91440] l: e '_.. ^ �,,. 1V. ✓ .375 [2:M[^J] i [8.101 500 -�' 3f3,10.. I. - �. • `� [t524]36.O0 G -_; o. [T -.427 0SJ .ceC _ [914.40]. _ ✓^^--'^ ,_ ;,�'`i'`--- r 36;!YY.I o. : .o �"18:i 0] [38.1 C] ` Yx. II ' 1r-� 9 •. Fes' ..-.-�....•"' ;{.,, / �l FIXTURE DETAILS D 7. [,..r.D] 6.- SDEETAILtp^ CALE <. 12J(1] [I9<C..rA] I D "­-5 _"___._,.. _,...,.,... _.._,...__..._. 1.:500 j L J IS AA , .i 52.WO 10 79.oFfJ.x0 o e .,... :3.4t4 66] [8.66] 1333. . 07. DETALAA 6'7;] A [e14 [] 34 DETAIL DETAIL J13334 SCALE 1,: F_CEiVV- O CITY OF TUKWILC SHEET NUMBER[3A. f co 9x F+EWALK' �Nx 'A PRO�PRETAAYAHpCONFlpENT1A[ SCALE :1::2 E� 9 cc4+aP eT a FINISH SCHEDULE: PG 2: WH(iEF'DWDERCOAT SECTION A -A B s 45 PR FiiiFTARY-pGONrtlE .. a BN EX0 aPR1 5 2019 /J��®, A,,l 3 6 o, 50F:7 a 'd .< st,E>:,w PERMIT CENTER ( • ''' NOTE: JOB* 19-1489 GC TO COORDINATE ALL FIXTURE INSTALLATION W1 TENANT - ALL ATTACHED SPECS ARE FOR REFERENCE G.0 TO COORDINATE WITH LATEST SHOP DRAWINGS ON SITE. 1 1 OVERALL WEIGHT 142KG VEMFICATION ASSEMBLY ON NEW WALL STORE#: P-131 G.C. RESPONSIBLE FOR ALL NECESSARY HORIZONTAL 2X4 FURRING STRIP BACKING FOR ALL WALL MOUNTED FIXTURES -COORDINATE HEIGHTS AND LOCATIONS WITH LATEST SHOP DRAWINGS & TWC P.M. IT tar 'IT —OK RIT jA ALL F3 FIXTURES (40" WALL PANELS) TO HAVE (1) DUPLEX OUTLET 18" AFF INSTALLED BEHIND PER ELECTRICAL SHEETS I I REFER TO FIXTURE PLAN A-1.2 & INTERIOR ELEVATIONS A-2.1) A-2.1 [431,80j 17.00O rA SP—ET Fff SLOT PA- ­A­ inm I 0)0 [431 STATE 17.003 L.11 ANISC A REW TOGETHER T [28,721_ 1 000 [167640] 66,000 [571.501 22,500 [332] PROJECT COORDINATOR .131 [I 676.4C] 66 0 RE-rAIL 45.000 t XN4 Am [1143] dip, DETAIL B [571.50] SCALE 1: 2 (k9b] W P - BK - N" D E S I G N 22.5100 DETAIL0 (CUTING ON SITE BY GC.) 3 SCALE] :2 1620 5TH AVE SUITE 110 L4123.01 SAN DIEGO, CA 92101 I' 16,673 PH: (619) 215-1677 Li 0.000 iSECTION C-C FINISHSCHEDULE: SECTIONA4' PC-2: WHITE POWDER COAT in m— Z7 ME" GRAPHICS IZE: 3?.813"X23Z75" GRAPHIC SIZE: 39.813"X23.875" VIEWABLEIZE: 39l)mr D ?-osl uj 39882 OPEN —0-7 270� LIC I PAHEL 0 756 [19,9511 'u .1 OS ­P11O PANEL. .1 1 7193 > GRAPE_ IC PANEL 11 ­21 1�7 0 NC 4 S61.wP.OB ­1 -up ucA era 112 1 T-1 20.WO [Z54] .100 OPEN EfbCTRICAI ARE 4 DETAIL M z SCALE I : I _,CDR3 40�" fl 0161, TOP LOADIN i LA'Ll I EZ < co LT0161 ------ 2M.7 UJ co z co 40.000 w Ll 7.jTYP. [44AE1 T ["AS] 1.750OO 1mQ 750 I.) rgg().-1 LU W .39.000 [7.13] LU u LLT [609,&3] .281 = Q _j 24X0A) z Tj 2.701 DETAIL V 121 1111 0 5013 TYf. .079 LU [60960] — - — - — --- - — - — - — - — - — - — - SCALEI I U) 24.000 04 1­1 3: T. 23.000' ".078 0 IP 119 ZC 20 191 79 XIS] P. 354 0 � [34;1dl 111- 01 .059 7 gso I 3, SECTION R-R OVERALL WEIGHT 4.8KG [1009.76] ADDED 6X DOTS, [44.4 ui DETAIL AS 39754 BOTH SIDES 1,7 LL Z_CLIP SECTION N-N SCALE 1 :2 DETAILIJ SCALE FINISHSI�:HEDULE'. 1%111 w 0­ PANEL !210, PC-2: WHITE POWDEP COAT NINE= GRAPHIC SIZE: 36.375"XI0.875' -- — --- - ---- — - ------ - ---------- ------- VERIFICATION ASSEMBLY Il/A 901 -M1vf"GB­ GLUED OITIMETAL FRAME REVISIONS "eR N PRELIMINARY LANDLORD SUBMITTAL 0.11.1. 111A T 961 -WP-SLT— REVIEWED FOR 0-11,41, Pp—m 11 amm wA T WPI= GUM PLIANGE_r__� 961 - WP IT t ELECTRICALWIRr- City 0 IT 1p Sli. MAY (13 2 3 I—S FIXTURE 8 5] LEDPOWEIR DETAILS t 75d 2 CEIA11 P SCALE1:2 FINISHSCREDOIF- na RECEIVED SHEET NUMBER SECTION NIN ITATY" CITY OF TUKWILA T'C-2; WHITE eQWDER'C0AI TZM sHER ra, 7 3OF APR 15 2019 PERMIT CENTER AAA 1 --!1'4 1' = I Eni� � 1/2'' 0" P-1 TYP. 2 � INTERIOR BACK 1/2" = 1.y. OPEN TO VESTIBULE B.O. SALES CEILING 12� TO -A� -B-C-ENTRY CANOPY FINISHED FLOOR 01-01, B.C. SALES CEILING 12'- FINISHED FLOOR til - 0.-17lv KEYNOTES JOB#: 19-1489 STORE* 624 1 STUD BOX BEAM CLAD W/ BRUSHED S.S. ON 3/4" FIRE TREATED PLYWOOD, TO MATCH STOREFRONT 2 NEW FRAMELESS 1/2" STOREFRONT ENTRY DOORS - LOW IRON STARIFIRE TEMPERED GLASS (C.F.C.1) 3 NEW BRUSHED S.S. STOREFRONT GLAZING SYSTEM W/ 1/2' LOW IRON STARFIRE TEMPERED GLASS (C.F.C.1) 9869 REG 4 V BASE, PER PLAN OER HIT \�) 5 F3 FIXTURE (49' WALL PANEL) BY FIXTURE MANUFACTURER- G.0 TO PROVIDE BACKING PER SHOP DRAWINGS 6 ILLUMINATED GRAPHIC DISPLAY BOX BY FIXTURE MANUFACTURER, D.C. TO PROVIDE Jimmy POWER�S BACKING PER SHOP DRAWINGS STATE WASHINGTON "'A 'IN I. GENERAL NOTES - INTERIOR ELEVATIONS 1. SEE SHEET A-0.4 FOR FINISH SCHEDULE 2. ALL NOTED WALL PAINT COLORS TO EXTEND TO THE DECK 3. LOCATION OF WALL BASE UPON HIGHEST POINT OF THE FLOOR IN STORE - INSTALLER TO USE A LASER TO DETERMINE PROJECT COORDINATOR RETAIL NI oll D E S I G N 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 • REVISIONS PRELIMINARY LANDLORD SUBMITTAL Glitig INTERIOR ELEVATIONS KEYNOTES 1 4" BASE, PER PLAN 2 SLAT WALL, 6" O.C. TYP. FOR PEGGED ACCESSORIES. COORDINATE W/ TWC P.M. 3 SALES AREA MIRROR ATTACHED TO 26" WALL PANEL FIXTURE BY FIXTURE 14 13 MANUFACTURER. G.0 TO PROVIDE BACKING PER SHOP DRAWINGS 4 F3 FIXTURE (40" WALL PANEL) BY FIXTURE MANUFACTURER, G.0 TO PROVIDE BACKING PER SHOP DRAWINGS 5 ILLUMINATED GRAPHIC DISPLAY BOX BY FIXTURE MANUFACTURER. G.C. TO PROVIDE BACKING PER SHOP DRAWINGS - p_1 6 PARTIAL HEIGHT WALL, PER PLAN I B.O. SALES 7 POS STATION TYP CEILING 8 FREESTANDING FOOT SCANNER TOWER BY FIXTURE MANUFACTURER. REFER TO SHOP DRAWINGS _ 1_2' IMANUFACTURERS O'� 9 NEW BRUSHED S.S. STOREFRONT GLAZING SYSTEM W/ 1/2" LOW IRON STARFIRE TEMPERED GLASS (C.F.C.I) 4 1 INTERIOR SIDE 1 ' 1 1v2" =1 i I I I I x 0 0 03 O 0 _ ° a Q 0 � o 0 � M LU W 6qprl_ -- -6 -0 ,T. O. WALL O � I LU ID o i i O v w -- NJ i I ' I 0 v I O �PANEL, 1 2 DATA DROPS 26" 0" WALL PANEL +1 VOICE MIRROR TYP QUAD 2 INTERIOR SIDE 2 RECEPTACLE FINISHED FLOOR 0' -0" B.O. SALES CEILING 12' - 0" i••'ME „ m GENERAL NOTES - INTERIOR ELEVATIONS 1. SEE SHEET A-0.4 FOR FINISH SCHEDULE 2. ALL NOTED WALL PAINT COLORS TO EXTEND TO THE DECK 3. LOCATION OF WALL BASE UPON HIGHEST POINT OF THE FLOOR IN STORE - INSTALLER TO USE A LASER TO DETERMINE RF III RCh 'T yl JI" L. POWERS STATE ENfASHINGTON PROJECT COORDINATOR RETAIL " "All D E S I G N 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 REVISIONS PRELIMINARY LANDLORD SUBMITTAL 03,11,19 • SHEET NUMBERI .I« , O fh PLUMBING FIXUTURE SCHEDULE FIXTURE MANUF. DESCRIPTION FLOOR MOUNTED KOHLER ITEM: HIGHCREST BOWL K-4302-L; FINISH: WHITE; BACK OUTLET DIMENSIONS: 29 5/8"L X 14 1/2"W X 16 1/2"H BOWL; NOTE: TOILET 1 1/2" SPUD, 10" OR 12" ROUGH -IN, 1.6 GPF RESTROOM SINK KOHLER ITEM: SOHO K-2084-0 WALL MOUNT LAVATORY WITH SHROUD, SINGLE HOLE; FINISH:WHITE; DIMENSIONS:20" X 18" RESTROOM AMERICAN STANDARD [ITEM: 2506.155.002; FINISH: POLISHED CHROME; FAUCET DIMENSIONS: 6-1/4" H X 6-1/16" LARM TO FAUCET SPOUT 36" GRAB BAR BOBRICK ITEM: B-6806; FINISH: BRUSHED STAINLESS STEEL; DIMENSION: 36" LONG 42" GRAB BAR BOBRICK ITEM: B-6806; FINISH: BRUSHED STAINLESS STEEL; DIMENSION: 42" LONG MIRROR BOBRICK ITEM: B-1652436 RECESSED TOWEL BOBRICK ITEM: B-3944; FINISH: STAINLESS STEEL; DISPENSER/ WASTE SEAMLESS BEVELED FLANGE. REMOVABLE WASTE RECEPTACLE RECEPTACLE LOCKED INTO CABINET. RECEPTACLE IS 8" (205MM) DEEP WITH CAPACITY OF 12-GAL. (45.5-L); EXTENDS 4 118" (105MM) FROM WALL. ROUGH WALL OPENING: 16" W, 54 34" H, 4" MIN. DEPTH (405 X 1390 X 100MM). SOAP DISPENSER BOBRICK ITEM: B-2111; FINISH: STAINLESS STEEL; DIMENSIONS: 8 1/8"H X 4 3/4"W X 3 1/2" D SURFACE MOUNTED BOBRICK ITEM: B-270; FINISH: SATIN STAINLESS STEEL; SANITARY NAPKIN DIMENSIONS: 7-1/2" W x 10" H x 3" D DISPOSAL TOILET PAPER BOBRICK ITEM: B-3888; FINISH: SATIN FINISH STANLESS STEEL; DISPENSER ROUGH WALL OPENING DIMENSIONS: 6-1/4" W X 11-1/4"H X 3-1/8" MIN RECESSED DEPTH SEAT COVER BOBRICK ITEM: B-221; FINISH: SATIN FINISH STAINLESS STEEL; DISPENSER DIMENSION: 15 3,4" W, 11" H, 2" D; SURFACE MOUNT F. 5 RESTROOM ELEV. 4 1/2" =1'-0" 4 RESTROOM ELEV. 3 1/2" =1'-0" 1'-6" 17"-18 GRAB BAR TYP. 3 RESTROOM ELEV. 2 1/2" =1'-0" 71 GRAB BAR DETAIL 17" MIN, OTE: RAB BAR AND SUPPORT HALL BE CAPABLE OF UPPORTING A 250 LBS. POINT DAD, MIN. x.12" FIRE RETARDANT 1ND .00KING CENTERED 33" BOVE FINISH FLOOR AT GRAB kR LOCATION OR WALL TYPE. REFER. TO LOOR LAYOUT PLAN AND BALL TYPES LEGEND. ENLARGED RESTROOM PLAN 1 /2" =1'-0° 3 i�• NOTE: GRAB BARS SHALL SUPPORT 250 LBS MINIMUM 7 IN ALL DIRECTIONS 6 GRAB BAR DETAIL - PLAN VIEW METAL STUDS 5%8" GYP. 8D. 2" x 12" FIRE RETARDANT WD BLOCKING CENTERED 33" ABOVE FINISH FLOOR AT GRAB BAR LOCATION GRAB BAR � � T KEYNOTES 1 4" BASE, PER PLAN 2 RECESSED TOWEL DISPENSER / WASTE RECEPTACLE 3 FRP WAINSCOT, SEE FINISH SCHEDULE 4 ADA COMPLIANT WATER CLOSET, SEE PLUMBING SHEETS 5 36" HORIZONTAL STAINLESS STEEL GRAB BAR. SEE DETAILS 4 & 5/A-2.2 FOR BACKING INFO 6 TOILET TISSUE DISPENSER 7 STEEL FRAMED ADA COMPLIANT 24"X36" MIRROR 8 SURFACE MOUNTED SOAP DISPENSER 9 PROVIDE INSULATION ON ALL EXPOSED PIPING AND VALVES BELOW THE ACCESSIBLE LAVATORY 10 ADA COMPLIANT LAVATORY, SEE PLUMBING SHEETS 11 SURFACE MOUNTED SEAT COVER DISPENSER 12 42" HORIZONTAL STAINLESS STEEL GRAB BAR. SEE DETAILS 4 & 5/A-2.2 FOR BACKING INFO 13 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL RECEPTACLE ►;ECEIVED CITY Of TUKW ILA APR 15 2019 PERMIT CENTER JOB#: 19-1489 STORE#: 624 REG ERE C1111 E JIMMY NERS STATEOF ASHINGTON PROJECT COORDINATOR D E S_ I I A 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 J W 00 N co 1 W htDQ wW� W =QJ U uJ 0 U04 W (n T REVISIONS PRELIMINARY LANDLORD SUBMITTAL 03.11.19 SHEET NUMBER Amm2,2 ADJACENT TENANT LGAJt LIVt I U LCAAt Link MALL COMMON AREA B.O. ENTRY CANOPY 11 - 0" rm-FINfSHEID FLOOR o' -o" 3 ENLARGED STOREFRONT PLAN 1 /2" =1'-0" 2 STOREFRONT ELEVATION B STOREFRONT ELEVATION A 1/2" =1'-0" 1 /2" =1'-0" 1 LEASE LINE 2 1/2" LOW IRON STARFIRE TEMPERED GLASS STOREFRONT SYSTEM BY G.C. 3 NEW FRAMELESS 1/2" STOREFRONT ENTRY DOORS - LOW IRON STARFIRE TEMPERED GLASS (C.F.C.I) 4 REVISE RIGHT SIDE NEUTRAL PIER - BRING FORWARD TO BE FLUSH WITH LEASE LINE 5 NEW BRUSHED STAINLESS STEEL CANOPY LEDGE FOR SIGNAGE OVER 3/4" FIRE TREATED PLYWOOD ALL ENDGES TO BE BENT - NO SHARP EDGES ALLOWED 6 NEW STOREFRONT SIGNAGE. SIGNAGE SHOP DRAWINGS TO BE SUBMITTED SEPERATELY BY OWNER'S VENDOR FOR LANDLORD REVIEW AND APPROVAL 7 BLADE SIGN 15"X 33" X 3"D, SIGNAGE SHOP DRAWINGS TO BE SUBMITTED 13 SEPERATELY BY OWNER'S VENDOR FOR LANDLORD REVIEW AND APPROVAL 8 NEW BRUSHED STAINLESS STEEL CANOPY, SEE STRUCTURAL SHEETS 9 1/2" CLEAR ADONIZED ALUMINUM REVEAL 10 NEUTRAL PIER TO RECEIVE GYP. BD. FINISH AND MALL WALL BASE TILE -GC TO COORDINATE FINISHES & INSTALL WITH LANDLORD TENANT COORDINATOR 11 1/2" BUTT JOINT GLAZING, TYP. GENERAL NOTES -ELEVATIONS 1. SIGN MANUFACTURER TO SUBMIT SIGN SHOP DRAWINGS, SIGNAGE UNDER SEPARATE PERMIT. 2. SIGNAGE AS SHOWN IS DIAGRAMMATIC. THE ACTUAL SIZE, LOCATION, QUANTITY AND TYPE OF SIGNAGE IS SUBJECT TO CITY APPROVAL UNDER A SEPARATE SIGNAGE SUBMITTLA AND PERMITTING PROCESS AND MAY NOT BE AS SHOWN ON THESE DRAWINGS. 3. ALL FINISHES SHOWN IN PLANS WILL BE NEW AND PROVIDED BY GC UNLESS OTHERWISE NOTED. 4. ALUMINUM STOREFRONT ANCHORAGE AS FOLLOWS: AT TOP OF MULLIONS AND ON EITHER SIDE OF CANOPY # 12 TEK SCREWS AT 16" O.C. MAX. AT STOREFRONT SILL PROVIDE 3/8" HILTIQUIK BOLTS TZ 2" EMBED INTO EXISTING CONCRETE, PROVIDE ONE ON EITHER SIDE OF DOORS AND 48" MAX OTHERWISE. 5. NEW STOREFRONT SYSTEM SHALL BE CLAD WITH 18 GAUGE BRUSHED STAINLESS STEEL WITH A WEATHER RESISTANT COATING AND ALL GLAZING MUST HAVE A SOLAR HEAT GAIN COEFFICIENT (SHGC) OF NO MORE THAN 0.27 AND A U-VALUE OF NO MORE THAN 0.28 TINTING OR FILMS APPLIED AFTER THE GLASS IS INSTALLED IS NOT ALLOWED. PRIOR TO INSTALLATION TENANT WILL BE REQUIRED TO SUBMIT DOCUMENTATION FROM THE GLASS MANUFACTURER FOR EACH TYPE OF STOREFRONT GLASS USED AS PROOF THAT GLASS INSTALLED MEETS CRITERIA. RECEIVED CITY OF TUKWILA APR 15 2019 PEMMIT CENTER JOB#: 19-1489 STORE#: - gAIIIINGTON JIMSTATE PROJECT COORDINATOR RETAIL s gi..i mg -11 D E S I G N 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 REVISIONS STOREFRONT ENLARGED PLAN & ELEVATION SHEET NUMBER T.0 STOREFRONT 15'- 6" MALL COMMON AREA *t FINISHED FLOOR. 01-01, n13 2 � SECTION (@ GLAZING 1/2"= 11-01, BRACING AND CONNECTIONS -REFER TO STRUCTURAL SHEETS B.C. SALES ILLUMINATED SIGNAGE CEILING LEASELINE _n�2O Z LIGHT FIXTURE, PER RCP 518" TYPE WGYP. B.D. B.O. ENTRY CANOPY 1/2" STOREFRONT SYS. (GL-2) \X_ BRAKE METAL OVER 3/4" PLY. \\��oll (MT-1.1) BOX BEAM - REFER TO STRUCTURALSHEETS 112" TEMPERED STOREFRONT SYSTEM ENLARGED KCTION-@ G� T.0 STOREFRONT 1/2" 6" FROM LL TEMPERED STOREFRONT SYSTEM (GL-2 FROSTED) ILLUMINATED SIGNAGE LEASELINE B.O. ENTRY rh CANOPY 1 � SECTION @ DOOR 1/2"m 11-0. MEMBER -REFERETO 1 � STRUCTURALSHEETS BRAKE METAL OVER 3/4" I. 1/2" TEMPERED PLY. (MT_1.1) 1 STOREFRONT SYSTEM ENLARGED SECTION 0-) ENTRY VESTIBULE 5 111=11-01, 1/2" TEMPERED GLASS STOREFRONT SYSTEM DOUBLE STUD COLUMN BY G.C. REFER TO STRUCTURAL SHEETS FRP WOOD BLOCKING AS REQUIRED FOR SUBSTRATE BY G.C. 0.040" ALUMINUM BRAKE METAL SEE ELEVATION FOR COLOR SPEC. OVER 3/4"FIRE TREATED PLYWOOD. TYP, FRP WOOD BLOCKING AS REQUIRED FOR SUBSTRATE BY G.C. CONTINUOUS FINE CAULKING X1 BEAD, COLOR TO MATCH LEASELINE STOREFRONT DOUBLE STUD COLUMN BY G.C. FINISH, TYPICAL ALL SEAM REFER TO STRUCTURAL SHEETS LOCATIONS ENTRY PORTAL COLUMN DTL, 4 1 11 = I.-oll KEYNOTES I STOREFRONT ILLUMINATED SIGNAGE ATTACHED TO NEW BREAK METAL CANOPY / LEDGE. G.C. TO COORDINATE POWER & ACCESS PANEL LOCATION AS NECESSARY 2 LEASE LINE 3 NEW BRUSHED STAINLESS STEEL CANOPY LEDGE FOR SIGNAGE OVER 3/4" FIRE TREATED PLYWOOD ALL ENDGES TO BE BENT - NO SHARP EDGES ALLOWED 4 1/2" LOW IRON STARFIRE TEMPERED GLASS STOREFRONT SYSTEM BY G.C. 5 6 STUD BOX BEAM CLAD W/ BRUSHED S.S. ON 3/4" FIRE TREATED PLYWOOD, TO MATCH STOREFRONT 7 EXTEND TENANT TILE FINISH UP TO LANDLORD LEASELINE 8 NEW GYP. ED. CEILING & LIGHTS ABOVE 9 STRUCTURAL MEMBER - REFER TO STRUCTURAL SHEETS TENANT SPACE CONTINUE BRAKE METAL FINISH (MT-1.1) FRP BLOCKING AS REQUIRED STUD COLUMN WRAPPED IN BRAKE METAL PER 4/A-3.1 STOREFRONT SYSTEM LEASELINE - 1/2" CLEAR ADONIZED ALUM. REVEAL +/- 7 1/4" ADJACENT SPACE DEMISING WALL (NO EXPOSED 1/2" REVEAL"' RECEIVED FASTNERS) CITY OF TUKWILA APR 15 2019 PERIMIT CENTER NEUTRAL PIER DTL. 3 � 11/2" = I W' D2 9- 042 7 PROJECT COORDINATOR RE7AIL I " 117 D E S I G N 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 Z co W co ommil z it 1* co w C-4 0) z Z� w w W Lu 0 z CL (1) Q LLJ 0 to 04 C-4 REVISIONS PRELIMINARY LANDLORD SUBMITTAL 03AIA9 STOREFRONT SECTIONS & DETAILS SIIEET NUMBER I Awl'� - --- FIXED SIDE: T RATING = 1-HR, ONE SIDE IN EACH DIRECTION SHALL BE ANCHORED JOB* 19-1489 L RATING AT AMBIENT = 4 CFM/SQ. FT. L RATING AT 400°F = LESS THAN 1 CFM/SQ. FT. STORE#: P-131 O SECTIN A -A TOP VIEW 2 _ PARTITION WALL 20 GA. UTILITY ANGLE \ MOUNT CENTER OF HEAVY DUTY MAIN TEE K BACKING a ' ° 1 3 5/8" GYP. BD. 91- J""Ay _ 30" R.F.F. BEHIND SINK, BACK BAR, CABINETS, SHELVING, 6 TVS, ETC.5/8"GYPSUM -,-- J��9P=_G ERE A A 1 G ASCREW INTO- __ BOARD (TYP) IOTHER APPLICATIONS.DONOTCOI\MOLDING AT PERIMETER COORDINATE ON FIELD FOR NECTSTUD FIRE BRACI>dE aiR DEC2"X8"CONTWOOD I . POWERSDANTy� /'f SHEETROCK BRAND GYPSUM PANEL BLOCKING ( STATE WASHINGTON OR FIRE RETARDANT TEE ... _._ ..._ ...- a «:.... 3/4"PLYWOOD = 4 5 TRANSITION CLIP I HEAVY DUTY MAIN TEE OR CROSS TEE t� ^I a.,. MALL DECK w a = 14 I[ ., I •- .° i co MALL 'STRUC 20GA METAL UUANGLE MOLDING A3.3 x P�L STELL ! FRAMING @16 O.C. - I I- 1. CONCRETE FLOOR OR WALL ASSEMBLY: 1^--,%a z PROJECT COORDINATOR A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MINIMUM 4-1/2" THICK). 2 V2 METAL -STUD INEI'L,. L•-• BOLT BR4CING TO "LI€Y35T3 4.k-C, I I 2 B. ANY U.L. CLASSIFIED CONCRETE BLOCK WALL. A,IUHOR TO Ts }P A,£s0 \.. {r LU UN -FIXED SIDE: AS PER VENDOR sfiSPECIFICATIONS- I I L_ 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: BOTTOM'. OF CHORD '\� --- .�'.•^' ONE SIDE IN EACH DIRECTION SHALL NOT BE ANCHORED UNIS'RLFr SECURED PERPENDICULAR � � m A. MAXIMUM 12" NOMINAL DIAMETER STEEL PIPE. )° ? s=,� z Y B. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. i \ r I 1r{�, fy MIN ST RUCT`z RE SYSTEM � PARTITION WALL E O C. MAXIMUM 6' NOMINAL DIAMETER STEEL CONDUIT. E I ATTACHMENTS O aY� %.11 0 ate\ D. MAXIMUM 4" NOMINAL DIAMETER EMT. 20 GA, UTILITY ANGLE A-3.3 I. F^- 3. MAXIMUM 2" THICK GLASS FIBER PIPE INSULATION. HEAVY DUTY MAIN TEE - --.I\. -,-_.-_ 0 0 .� -- u ��L?° METAL STUD EIRAC4NG 4. OPTIONAL: MAXIMUM 20" DIAMETER STEEL PIPE SLEEVE (SCHEDULE 10 OR HEAVIER), 5/8" GYP. BD. °¢°Q ATTACHED TO UNISTIBUT 5. MINIMUM 4" THICKNESS MINERAL WOOL (MIN. 4 PCF DENSITY) TIGHTLY PACKED. -- "' Y ^ WOOD BACKING DETAIL 1620 5TH AVE 6. MIN. 1/2" DEPTH HILT[ FS-ONE HIGH PERFORMANCE INTUMESCENT FIRESTOP SEALANT. 318" TONGUE & GROOVE-" S �EhZ4 BRkCIN€ T PALL `i' SUITE 110 _ 1 5/8" SCREW INTO MOLDING AT STUDS Aft (3) #8 SCRE.VS. PERIMETER (NOT ATTACHED TO SAN DIEGO, CA 92101 NOTES : 1. ANNULAR SPACE = MINIMUM ON MAXIMUM OF W ANGLE MOLDING) (4) #10 SELF 2. FIRESTOP SEALANT IS REQUIRED ON EACH SIDE OF WALL ASS BLY. NOTE. PH: (619) 215-1677 ..--. _ TAPPING SCREWS SEE HILT[ FIRESTOP INSTALLATION MANUAL FOR ADDITIONAL INSTRUCTIONS FOR PLOWER D,9,VE:N FASTECERS TYP. U.O.N. HILTI, INC. TULSA, OK 1-800-879-8000 SHEETROCK BRAND GYPSUM PANEL (SILLAN.�HORAGE) USE. SIMP3Cxi-I`,'` *-ESR-21 ;. HILTI 1 1/2" x 1 112" 18 GA - 1 1/2" x 1 1/2" 18 GA HEAVY DUTY MAIN TEE OR CROSS TEE H%,1C4CC *ESR-22799, ITW RAMSE CEILING PER C#i�T#31LE CONt CLIP ANGLES CONT. CLIP ANGLES IC•C #ESR 2t _SR EQUAL T/B #10 EACH LEG T/B #10 EACH LEG ANGLE MOLDING aEACH STUD i EACH STUD I i I I 1 _____________ _ SECURE E1OMM T F€,4€,.�: TO SLAB j F + j 20 FLOOR FIRE PENETRATION DETAIL USING POIAIDER 019WEN FASTE.ItiERS - (1) #12 GA. VERT. WIRES AT 48" O.C. EACH MTL. STUD COMPRESSION STRUT WAY, 8" MAX. FROM WALL IN- -1=v " MkX SPACING OF �€' C C FASTENED TO MAIN RUNNER, f----------- -- i + + EXTEND TO ROOF STRUCTURE (4) #8 GA. DIAG. WIRES AT 45° TO MAIN" - - - W ABOVE AT 12'-O' O,C. EA. WAY AND RUNNER IN BOTH DIRECTIONS AT 12'-0" O.C., --- - - 6'-0" MIN. FROM WALL FIRST POINT OF BRACING LOCATED WITHIN W 4'-0" OF EA. WALL MTL. STUD J IS7 1 I L RATING AT AMBIENT = 4 CFM/SQ. FT. 1 5/8" DRYWALL SCREW @12" O.C. AS SCHED. i I E JOIST w/ #10 PER ER STUD E JOIST w/ (3) O L RATING AT 400°F = LESS THAN 1 CFM/SQ. FT. I 1 FRONT VIEW d HEAVY DUTY CROSS TEE @ 24" O.C. i 0. -�- SECTION A -A g°� A 1 FIRE EXPANSION NOTCH 5/8" GYPSUM BOARD 4 --�---------------__ MAIN TEE SPLICE 5t8" GYP. BD. AS -- --'- -HEAVY DUTY MAIN SCHED. 1 - z ORIENTATION OF STUDS J 2 TEE @ 48" o.C. 7 TYP. WALL CONNECTION Q co MTL. STUD SIZES: PARALLEL TO STUD PERPENDICULAR TO STUD ri W co B'MAX: (1) 3 5/8" 20 GA. CEILING JOIST DETAILco 10' MAX: (2) 1 518" 20 GA. ~ W N W 15' MAX: (2) 2 1/2" 20 GA. 3i Q ` 20' MAX: (2) 3 5/8" 20 GA. I 'I W W U Uf ----------- DRYWALL GRID SYSTEM = a 3 5 16 ------ C 0TE , YRCALI GC SHALL NOTINFRLL, SCREW', VVELD OR 3.* T INTO LANDLOrgS 51 RUC-ILIRE OR _ STRLICTUR,AL 13 MCE€i ALL ATTACH}-£NTS SHALL 8E 4tADEWr'i BEAM CLAMPS, IIII A CUP OR BOLTS A D WAS HERS, NOTHING i8 PERMITTED TO BE ATTACHED TO, t" e - 1 Cc, C SUSPENDED PENETRATE DECK Jtit r., EEAtII TRUSSEiAtri3 «_ ID _� GIRDERS �.1 7' 6 ��D F.zFi LATEI2�1 L�iikC,32G RN£k PAs�,NzPFt'i SUPPORT- Dv €ELT _ 362S137-43 4'-O" O.C. PERPENDICULAR TO STRUCTURE @ 1. GYPSUM WALL ASSEMBLY (1-HR. OR 2-HR. FIRE-RATING)(2-HR. SHOWN). WITH (1) 3/16"0 P.A.F. @ suPPCecrA=dY�;t7NSTR;;C7€GN FROMGz1dDLaftOSCFi4.,S_ BrAciN.�aRB�ws. 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: EA. END A. MAXIMUM 4" DIAMETER STEEL PIPE (SCHEDULE 40 OR THINNER). B. MAXIMUM 4" DIAMETER COPPER PIPE. C. MAXIMUM 4" DIAMETER EMT. D. MAXIMUM 4" DIAMETER STEEL CONDUIT. 3. MAXIMUM 1-1/2" THICK GLASS FIBER PIPE INSULATION WITH AN ALL SERVICE 362S125-33. Wi@ EA. 1 1/2"x18 GA HAT CHANNEL AT MIDSPAN -- E) TRUSS OR W,F. END ATTACH TO TRACK ( W/ #8 SCREWS @ 24" E JOIST BOTTOM CHORD ( ) O.C. (2) #8 SCREWS OR BEAM FLANGE (ICC# ESR-2196 OR R ,..•-..^3417f CA f1AETAL STUD SRA tATSt OL MAX. .r' (ALTexRNATEDIRE, F .---"� WALLBRACES ALONG EPOS IB HOOF -°"'°%' ,RALL41"HEREwas 19L;=,. F; 7O DEf>€_zt�1 �01. JACKET. EQUAL) 4. HILTI FS-ONE HIGH PERFORMANCE INTUMESCENT FIRESTOP SEALANT: A. MINIMUM 5/8" DEPTH, FOR A 1-HR. FIRE -RATING. - . + { .,XU�'LC 12 CA FRAIMITI3CUP v"p- B. MINIMUM 1-1/4" DEPTH, FOR A 2-HR. FIRE -RATING. 412 SCREWS EACH LEG 5. MINIMUM 1/2" CROWN HILTI FS-ONE HIGH PERFORMANCE INTUMESCENT FIRESTOP SEALANT AT PIPE INSULATIONIWALL INTERFACE. NOTES: 1. MAXIMUM DIAMETER OF OPENING = 9". 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1-112'. - � - Q Y18GA.DEEP 3 5/8"x 20 GA. DIAGONAL SEE HILTI FIRESTOP INSTALLATION MANUAL FOR ADDITIONAL INSTRUCTIONS TINUOUS LEG TRACK BRACING (IF APPLICABLE- PER WALL TYPE) A\ / scaEDOLEDv:"LL WIRE WHERE----- FINISHED CEIEING-- s SIZE CA TYPE 1 OC 24,c�:. MAX lih' F'LR EDFvc':HT tYl:W1 ej 25 ST UP TO 22 ST 53'-0" 9i:_fr• 2 V2" 21 gi ' 1a-jam 12'3 22 S? � S%" 15,11, _ is 61 14 SS = • 7"17" 22 ST LIP TO 25-3" 22`C' CT • ' a-t" 2Y 10` SS r ral 5.` •. C _T RS520k'V_ RI`k3 K.'^k-E..P„F Nc fR�PT045 h-HCx'tE fI.Y�Z? �Ycsu€>te..u�Ea h_�e •c..,Au:E;tYPEns s,.r:£DaL�oN;xxss W__ED OTHErmSe OR JRm:md a - 2 k Ntg71. WK GAUGE TO M14'TGPo'G JD, 3. W&L5.4b1' IIBE LX-_1ML BAIT.FA PE15TIM W fk., .3 C.ALY:LE F.^E1..7 CP'ANh£L. CL.. A.tiEM'Yi�`J .., C�Ri 5'LiS. W 0 U) W t N ......... ... ...._ 3 3° CO€tT BO TOMTP.kvKSECU,5E Z C4 SCITO TRACK TO SLAB USING POWDER ORNEN. FAS-:Ek19S MIN i � td,. 0. a A1AX:Fr.CENG OF 24' OC & &' rROM ENDS Q 1 REFER IE-. PLLL SCRED€ - .a:°, SGH-_DULE`iWAil, BASE: z Lol-R RvHES W LL ' n Wv+ NOTE: F+D32PL1'S�EF. DIINEN EAST, ENERS (aLL.M7,^,KIRAGEI . USA E1,S4xi =OOL,&ATIN RMSET,FED READ - RIC #ESP, 1 -55 OCCURS •�_ Aw,-.- -..... 18 WALL FIRE PENETRATION DETAIL _ 14 DIAGONAL BRACING @ FULL HEIGHT STUD 8 FULL HEIGHT PARTITION TO DECK 6 METAL STUD SCHED. _ 2 FLOOR CONN. DR. REVISIONS PRELIMINARY LANDLORD SUBMITTAL 03.11.19 WEB STIFFENER AS REQUIRED KEYNOTES _ CEILING JOIST AL 0401 i9 ------------ =>� o STEEI sTuO. ( EXTEND GWB FINISH ABOVE CLG WHERE REQUIRED PER WALL TYPE 1 1 9 g UN $NCHEDST ELGTaOTRACK M H 2" ,",. ^ ATTAC- MENa R Q'D III-' DAEXPANSION � A; xA� CONTLEDGERTRACK.#8MIN. - HOLTsg148oct MENIOR8`x JaLCM.= p.,�;t'032019 WALL WAFER HEAD SCREW PDSdO A ORtuE€F FINS r 12` nc FkaTa:ER ^.. , . TYPE - ATTACHMENT, TOP & BOTTOM - CLG HEIGHT 1SHALL *94,AVE �.°'F`y N TALLATION 60 fi _ PER EACH JOIST. : PER RCP Fri j EPf}nf FOR CAME City/ of Tukwila -- wT *i MIN (2) SCREW ATTACHMENT TO 1 B PLAN _ - ANGLE TAPE CORNER Q muLTSPLE OR INT&aSECT€N6 STUDS WHERE YF s 3" hE£T A , - EACH STUD VETIAL SH00W ON RIM OR DETAILS. CONNECT METAL- R->rv�. -_ - - - .__ - .. ° VY7}? 2✓:10x 3'4 LO":G SE-!EEs MTL. SCREWS ST3D MIN 2 SCREW ATTACHMENT fi I ......-.••.•--^-9�EAI:I =-Daerz slzE+s;e" r 5/8" GWB - I ",.�'� INTERSECTING 24 SE TIN STUDS 1)HOWG. AT R ,S )S TRACK TO JOIST''' rr. ERSECT€rd•Gs uDs("/RDevoFSG E'.^.- 9 GACE S-1EEL >$ FIRE CAULKING AT ALL RATED WALLS s;EELCArA WALL STUDS AND TRACK PER "~ „„.' J.-•''y,.��' Y„•xa: toN+aSHEET MTL SCREWS EA, WALL TYPE SET STUDS S7E,EA. STLID. DETAILS xs»ue - CLG HEIGHT `'` a "" --- NOTES: NOTES: DIRECTLY UNDER JOIST ( sR 0 #10xS,4`LONDSHEET IaW PER RCP - ^I O (] •.. , .. ....:.:.. • .. c�N ? MTL. &DfiEtNS. -" '� ^ 1. CONTRACTOR TO COORDINATE ALL REQUIRED PRODUCT DATA& CALCULATIONS FOR CEILING FRAMING 1. CONTRACTOR TO COORDINATE ALL REQUIRED PRODUCT DATA & 4 Al x3r4` LONG SHEET NITL CREWS. t SIZE, GAUGE & SPAN. "'�;Iy"^1.•t'� ®" ° cflN =a ED 1,« CALCULATIONS FOR CEILING FRAMING SIZE, GAUGE & SPAN. 71 9100x3.14" LONG SHEET MTL SCREWS )12' coo._ f� H;r uE �••--URrIALL,.=.El �, K 2. CONTRACTOR TO COORDINATE ALL MEPF CLEARANCES ABOVE THIS FRAMING SYSTEM. ^'"f a.c-AT LIOUSLE STLICS. W AREAS 2. CONTRACTOR TO COORDINATE ALL MEPF CLEARANCES ABOVE THIS NOTE=FOR SIZE AND GAGE OFTYP;CAL ®STUDHLOOIC '. �. SHEET BEP.DED PRAME TO 3. ALL GWB TO BE MOISTURE RESISTANT AT MOISTURE EXPOSED FRAMING SYSTEM. STEELSTf DS. SEE;VALLTY€'ES LEGEND: % D S NUMBER SEc711NA:A AECEi =ORYWALL SFE, A4.S€ZESARECAUF OUTONFLAN CITY OF TUKWILA C-N el`I'i ANDIOR DETAILS. 3. ALL GWB TO BE MOISTURE RESISTANT AT MOISTURE EXPOSED AREAS APR 15 2019 A=3m2 17 ACCESS PANEL DR. (N.T.S.) 13 TYP. GWB CEILING END CONNECT 5 WALL CONNECTION @ GWB CLG. _ 1 TYP. STEEL STUD CONN, - ----- ----- STRUCTURALSEAM NOTE: CONTRACTOR TO PROTECTOR ----------- - --------------- JOB#: 19-1489 REPLACE ANY EXISTING FIRE STORE#: P-131 HILTI EDN SHOT PINS SPRAY PROOFING CAUSED BY THE TENANT IMPROVEMENT MODIFICATIONS F+--+-] Z- 3X3X12 GA. TYP. STRUCTURE ABOVE (G-C. VJ.F.) + SOFFIT HANGER AT BEAM SOFFIT CONNECTION@ DECI< +21s CUT LEGS, BEND WEB + + + & FASTEN W/ 3 No. 10 BOLTS SCREWS TYP_ 0 jlhih 'L,POWERS STATE WASHINGTON NOTE THE SUSPENDED CEILINGS W S-_SMIC DESIGN CATEGORIESID, E & F CONIFILYINITHASCF 7-10SECTION i3-5,62 FOLLOWS A. ALL CEILING SHALL USE A HENVY DUTY T-BAR GRID SYSTEM S. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT -1ESS THAN 2 INCHES C IN EACH ORTHOGONAL HORIZCNTAI DIRECTION. ONE END OF THE CEILING GI3MD SHALL BEATTACHEDTO 111ECLCSURE ANIG__ D. THE OTHER END M EACH HORIZONTAL DIRECTION SHALL HAVE A j- CLEARANCE FROM THE WALL AND SHALL REST 16 GAGE OP8NAND BE FREE TO SLIDE ON A CLOSUREANGLE ORALISTED ASSEMBLY. METAL STUD E. ILINGAREASOVER 1,000 FP MUST HAVE HORGIONTALMARESrrYPICALLY RESTPA4NTVVCULDCONSSSTOF GAUGE WIRES SPLAYED SO'TO EACH OTHER AIQ SLOPED 45* TO THE HORIZONTAL, SPACED 12- O.C.) FOUR 12 HANGER @ — (4� 12 CAUSE SUPPORT W; ES STPUT - �� . .... .... SPLA FROM '�i YEOM MEACHOHERNOT EXCEF03' NO A-- FROM PLANE OF CEILING. I CC' NNECT TO STRUCTURE AWVE W' PPROVED HANGERS- WiREC SHALL BE AT TACqEO- TO F L:_ RUNNER.— PROJECT COORDINATOR RE-rAIL AW AFMIOV X*1 %1 D E I OPTIONAL IN LIEU 16 GA. DEEP 0 SCREWOF S d LEG TRACK O'C' 2 TYR CONT. BETWEEN 4" MIN x16 GA CEE HANGERS STUD BRACE @ 4'-0" O.C. (ON EA. HANGER) WITH 3- 4" METAL STUD I No. 10 SELF TAPPING 161, O�C. SCREWS EA. END 0, I MIN — --------- SCHULTER SCHIENEAEAGG CFRAMIC TILE FLOORING STRIP LEVELING COMPOUND F-KISTING, CONC. SLAB q 'Z, i 5/8"THK. GYP BOARD, + TYP. + 1620 STH AVE SUITE 110 EXISTING SiDIEWALK 16 GA. DEEP LEG TRACK, CONT. I I SAN DIEGO, CA 92101 PH. (619) 215-1677 SOFFIT 5/8" GYP. ED. CEILING P CROSS RUNNER, TRANSITION TILE @ ENTRY Ca- DOL.�R ANOD.ALUM 2:1 MkX AT BEVEL T YPICAL z SEALEDCONCRETE AT STOCK ROOM i f­,TILEAT �SAUESAREA NFEW t EXISTING DETAIL @ CEILING BRACING SOFFIT DETAIL TYP. Uj > 0 Q. Y = 1 I-V 8 GA. HANGER WIRE @ 4'41" O.C. TIED TO MAIN RUNNERS _vA_ CONC. SLAB STOCK I SALES 0 R SIMILAR VOINYL COMP_ TILE I' x 1iB'HIGHVJNYL FLOOR AT RF-STROOM TRANSITION STW ­-NEALED COIZRETE ATSTOCKROOM X! FLOAT V.C-T.. ON GLUE FOP FLUSH FINiISH! 1EXISTINGL CONC. SLALS SEALE-D CONC, OR F WISH b) RESSTROOM I STOCKROOM RUNNER TRACK SAME ATEACHED GAUGE AS STUD- MI RUNNER DD WIDE STRUCTURE OR ROOF UP TO 10'al. TIAK STRUT. CONSISTS OF DECK ABOVE. 362SI S24S STRUT S TO BE PLACED 12'-W PROVIDE OC. ON BACK DIRECTION &,WLNFY� 4 la SCREWS, YR OFWALLS i-- J,:­ MAINRUNNEROF .... ... . ... SUSPENDED CEILING SYSTEIM 1 1/2" ROLLED 16 GA. DOUBLE CHANNELS LOOP TIE CHANNELS 48" O.C. WIRES (MIN. 1.12 LB./FT. TYP.i ------------------ ---------- CEILING D E ING GYP. 5/8" GYP. BD. CEILING3 718" X 26 GA. FURRING CHANNELS @ 16" O.C. 1 1/4"HI LO TYPE BUGLE 1 0 T PE U L SO S @ 1 .0" HEAD SCREWS @ 1--o" O.C.NEEVNI OC T P ALL TAPE ALL JOINTS J0, TS CONT. 2" X Z'X 16 GA. CLOSURE ANGLE. PROVIDE 3/4" CLEARANCE FROM WALLS. SUSPENDED CEILING TO REST FINISH FACE OFWALL —CONT. 2" X Z'X 16 GA. CLOSURE ANGLE W/ #8 SELF TAPPING SCREWS AT PERIMETER WALLS z _j z < 00 E 00 W Z W A 00 14 W 11 W �_ z U Z! 0K W Lu --� % UJ 0 0 uj 0 z :3 (1) W 0 L) V) ui C-4 (1) D 0 (1) Uj TYP. FLOOR TRANSITIONS AND BE FREE TO SLIDE UPON THE CLOSURE ANGLES. UL U) 0 3 DETAIL @ COMPRESSION STRUT CEILING DETAIL Lij ---- — -- ------- ------- Fire Resistance Ratings - ANSIIUL 263 Design tip. i3S&i N-b-in W.H Ra# J - I NO. 1. 13a­Cain R­ 4- —1 A­w Sh.P. f.-d ft-, tnd, Na 25S0 NOTE: ------------------ - STRUTS NOT EXCEEDING THE HEIGHTS SPECIFIED DO NOT CONNECT STUD BELOW MAY BE USED BRACING TO ROOF DECK 1. FMAX - (1) 3 5/8" 25 GA METAL STUD 2. 10'MAX - (2) 15/8' 25 GAMETAL STUDS ORIENTED PERPENDICULAR (FLANGE OF ONE STUD CONNECTED TO THE WEB OF THE OTHER STUD) & CONNECTED EVERY 12"ALONG THEIR LENGTH 3.15- MAX-(2) 2 I/T25 GA METAL STUDS, ORIENTED & CONNECTED PER ITEM 2 4� 201 MAX- (2) 3,5/8" METAL STUDS, ORIENTED & CONNECTED PER ITEM 2 NOTE: GYPSUM BOARD SUSPENDED CEILING SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE 24, CCR, & MUST CONFORM TO THE REQUIRE- MENTS OF THE INTERPRETATION OF REGULATIONS OF DRYWALL CEILING SUSPENSION, CONVENTIONAL CONS- - - ---- TRUCTION, ONE LAYER. RR# 24299 RR# 23541 STUD RR# 22179 3 5/8" 25 GA. METAL CONT. I 1/2"XI 1/2"XI6 GA. ANGLE EXISTING METAL DECKABOVE G.C.V.I.F. 8 GA. WIRE HANGERS @ 4'-0" D.C. SADDLE- DIAGONAL BRACING TIED TO 1 112" CHANNELS IF APPLICABLE - PER WALL TYPE 4-12 GA. WIRE BRACES SPLAYED @ 90%%127 FROM EACH OTHER IN COMPRESSION STRUT PLANES I OFCHANNELSAT YIFAPPLICABUE 8�0"X12_01.0,c. BRIDGING @T-4"O.C_ TYP. 1 1/2" HOT ROLLED CHANNELS MIN. 16 GA. DO LE 1.12#/FT.@4'-0-OC. LOOPED TIE WIRES-TYP_ NOTE fTYPICAU: GC SHALL NOT DRILL, SCREW, WELD OR SHOOT INTO LANDLORD'S STRUCTURE OR STRUCTURAL MEMBERS. ALL ATTACHMENTS SHALL BE MADE WITH BEAM CLAMPS, CLIP OR BOLTS AND WASHERS. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK. JOISTS, BEAMS, TRUSSES AND GIRDERS MAY BE USED FOR LATERAL BRACING AND SPANNING SUPPORT. DO NOT SUPPORT ANY CONSTRUCTION FROM LANDLORD'S CROSS BRACING OR BRIDGING. kV, f— dr, 4 2. 5 f 16 f ud. V,., S-- i, ,a f y I - 1A,:n. 1 2,1 1 at. � k t 1. 25 IN N.. _n, 3 Sdft ­t SN"ii.W IQP�i �1 - ktl­� d, tl_ t­ .�mq 4, Gyp— e..rr 5�a in, 4 _ddi; I �3, -,1,— 5 8 OC. .$In �ndd.f�,�,d i2 I, OD I,, id Iti,. b­I, ­d- ,,J Y I . . . . . . . . _�dy. �­,g "n I T" S d,--i 4fi.,J 12 1n cC. 3 AMERICANGYPSUIRCO -Typ�.AC-­ BEI,liNGNEWBIALUINGMATERIALS CO LTD -Typ_URX.T_ UP8 AMMICA INC Bps CROTEX - TyF CANADIARPYPSUM COMPANY 5 _X G-P GYPSUM CORP. SUB Of GEORGIA-PACIFIC CORP - TYT=. t, S. C, DC-G. DS. OP'St, JAMES MANDE GYPSUM INC .1-1 LAFARGE GYPSUM, Off OF LAFARoE CORP - Tp.. LSFC-1, LGP�, LGFSZ� LSFCAA. tG70-C, LGFC-ClA 11Y_K-C. FSK-, 1FSW.C. FSW-G, FS'Vi. I)fVrGTo-i-S P­ PAC W COAST BUILDING PRODUCTS BIC PD-C. 41! REPUBUC GYPSUM CO R-ImC. S"GypsLIMINuUSTRYC0LTD -Typ_-EXM 4tii STANDARDGYPSUMILC TEMPLE4NLAND FOREST PRODUCTS CORP - Ty- -C� . . . . . . . . OMTEDSTATES GYPSUM CO PESO PANAMEM 0 S A DE C V - Typ AR, Q� SCA. SW & iNRC �,YiRA. WESTROC IND -.Tyre W___ R-11d. id 1-114 0. REVISIONS PRELIMINARY LANDLORD SUBMITTAL 03.11.19 FINAL — APPi&__ MAY 0 3 2019 MY of Tukwila A_MELIG�l 0 �Kf. CANAO" GYPSUM COMPANY - TYp.. AR, P-AIR. UNITED STATES GYPSUM DO - Ti­d AR. PIR. YESO PANAMERICANO 1; A OF C V -Types AR P-AR_ I-q-4,4A dd­­-� :-4— -12 #10 SELF TAPPING SCREWS TO EA. STUD - -------- I`XI"XI2GA. TELESPAR 45* STL. TUBE TYP. DETAILS CANADIAN GYPSUM COMPANY -Typ-FRY. AND EA. CHANNEL UNITED STATES GYPSUM CO - -�e FPX. t, F.1ing Ch-1 SI11-1 - 2" PICO S.,� ­w -vo � '-Z", V-4. Isd i. ,,2 m. -,v Y, .- S-12 "-i Rom,y� ._p­_ wn TFRX gyP_ / �- TAPE ALL JOINTS 718'X26 GA,z . 1 1/4" HI-LO TYPE S SADDLE CLIP 518"GYRWAL L FURRING CHANNELS BUGLE HEAD SHT. DRYWALL WELDED TO BOARD, TYP. OPP. @ 1S. O.C. SCREWS @ V-0- D.C. TELESPAR HAND (DOUBLE FURRING TYPICAL @JOINT) RECEIVED CITY OF TUKWILA SHEET NUMBER Tieavd Rix tX Q-41-- Md" RATED WALL - FOR REFERENCE GYP. BD. CEILING SYSTEM 3" = 1 ..V APR 15 2019 _- PERMIT CENTER Amm3m3 - ------ - - - ----- ABBREVIATIONS ABBREV1 GENERAL STRUCTURAL NOTES Applies unless noted otherwise on drawings JOB* 19-1489 NOTE ABBREVIATIONS MAY OR MAY NOT HAVE PERIODS, BUT SHALL BE READ AS SAME. A.B.------ANCHOR BOLT A.B.C. — — — — — AGGREGATE BASE COURSE ACI - - - - - - AMERICAN CONCRETE INSTITUTE A/C ------AIR CONDITIONER A.F.F. -----ABOVE FINISHED FLOOR AISC------AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI------AMERICAN IRON AND STEEL INSTITUTE AITC------AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALT. - - - - - - ALTERNATE ANSI------AMERICAN NATIONAL STANDARDS INSTITUTE APA - - - - - - AMERICAN PLYWOOD ASSOCIATION ARCH'L —-ARCHITECTURAL ASTM - - - - - AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS - - - - - - AMERICAN WELDING SOCIETY A.W.H.S. -----AUTOMATIC WELDED HEADED STUDS A.W.T.S. = - - - - AUTOMATC WELDED THREADED STUDS BM ------BEAM B.F.F -----BELOW FINISHED FLOOR BLK-- ---BLOCK B.O.B. - - - - - BOTTOM OF BEAM B.O.D.-----BOTTOM OF DECK B.O.F. -----BOTTOM OF FOOTING BRG -----BEARING C ------CAMBER C.C.------CENTERUNE TO CENTERUNE CFS - - - - - - COLD FORMED STEEL C.G.- - -. - - - CENTER OF GRAVITY C.I.P. -----CAST IN PLACE C.L. - - - - - - CENTERLINE C.L.B.-----CENTERUNE OF BEAM C.L.C. - - - - - CENTERUNE OF COLUMN C.L.F. -----CENTERUNE OF FOOTING C.L.W. -----CENTERUNE OF WALL CLR - - - - - - CLEAR CONC - - - - - CONCRETE CONIC C.J. - - -- CONCRETE CONTROL JOINT CONC S.J. - - -- CONCRETE SAWCUT JOINT C.M.U. - - - - - CONCRETE MASONRY UNIT CONN -----CONNECTION CONT -----CONTINUOUS '.. CRSI------CONCRETE REINFORCING STEEL INSTITUTE D.F. (D.F.L)---DOUGLAS FIR LARCH DL - - - - - - DEAD LOAD DIA ------DIAMETER '.. ON - - - - - DOWN DWG(S)- - - - DRAWING(S) E.C.------END TO CENTERLINE E.E.------END TO END E.O.S. -----EDGE OF SLAB EQ - - - - - - EQUAL EQUIP - - - - - EQUIPMENT EXP. BOLT (E.B.) -EXPANSION BOLT EXP. JT (E.J.) --EXPANSION JOINT E.W.------EACH WAY F.F:------FINISHED FLOOR F.O.M.-----FACE OF MEMBER F.O.S. -----FACE OF STEEL F.O.W.-----FACE OF WALL GA ------GAGE (UNIT OF MEASUREMENT) GALV -----GALVANIZED G.S.N. -----GENERAL STRUCTURAL NOTES GLB (GLULAM) - - GLUED -LAMINATED BEAM H.F. ------HEM FIR HORIZ-----HORIZONTAL REINFORCING H.S. ------HEADED STUDS IBC - - - - - -INTERNATIONAL BUILDING CODE ICBO------INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICC - - - - - - INTERNATIONAL CODE COUNCIL ICF - - - - - - INSULATED CONCRETE FORMS I.F.W.------INSIDE FACE OF WALL I.O.D.------INTERPRETATION OF DRAWINGS JST ------JOIST K(KIP)-----1000 POUNDS KLF - - - - - - KIPS PER LINEAR FOOT LBS (#) - - - - - POUNDS LGR ------LEDGER LGS ------LIGHT GAGE STEEL LGSEA - - - - - LIGHT GAGE STEEL ENGINEERS ASSOCIATION LO.D.------LOCATION OF DETAILS U. -------LIVE LOAD LLH - - - - - - LONG LEG HORIZONTAL LLV ------LONG LEG VERTICAL MAS ------MASONRY MAS C.J.----MASONRY CONTROL JOINT MAX ------MAXIMUM MBMA- - - - - - METAL BUILDING MANUFACTURERS ASSOCIATION MECH'L- - - - - MECHANICAL MFR'D-----MANUFACTURERED MFR('S) - - - - - MANUFACTURER('S) MIN ------MINIMUM N/A - - - - - - NOT APPLICABLE N.T.S. - - - - - - NOT TO SCALE O.C.------ON CENTER O.F.W.- - - - - - OUTSIDE FACE OF WALL OPP ------OPPOSITE OSHA ------OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PAF - - - - - - POWDER ACTUATED FASTENER PDPAT-----SIMPSON POWDER DRIVEN PIN 'A' TOP HAT PDPT-----SIMPSON POWDER DRIVEN PIN WITH TOP HAT (0.300' HEAD) PC] - - - - - - PRECAST/PRESTRESSED CONCRETE INSTITUTE P.C.------PRECAST CONCRETE PCF - - - - - - POUNDS PER CUBIC FOOT PLF - - - - - - POUNDS PER LINEAR FOOT t -------PLUS OR MINUS PREFAB - - - - - PREFABRICATED PSF - - - - - - POUNDS PER SQUARE FOOT PSI - ----POUNDS PER SQUARE INCH PT - - - - - - POST -TENSIONED PTI ------POST-TENSIONING INSTITUTE REINF - - - - - - REINFORCING SDI ------STEEL DECK INSTITUTE SW ------SHORT LEG HORIZONTAL SW ------SHORT LEG VERTICAL SJI ------STEEL JOIST INSTITUTE SIM - - - - - - SIMILAR' SQ. ------SQUARE SSMA -----STEEL STUD MANUFACTURERS ASSOCIATION STD - - - - - - STANDARD STL - - - - - - STEEL TL ------TOTAL LOAD T.O.B. ------TOP OF BEAM TA.O.T. -----TOP OF CONCRETE TOPPING T.O.D.---- -- TOP OF DECK TOY-— - TOP OF FOOTING T.O.L. -- --- -TOP OF LEDGER T.O.M.- - - - - - TOP OF MASONRY T.O.P.- - - - - - TOP OF PLATE TO.P.C. -----TOP OF PRECAST CONCRETE T.O.S.------TOP OF STEEL T.O.W.------TOP OF WALL TPI --. ---TRUSS PLATE INSTITUTE TYP ------TYPICAL T&G - - - - - - TONGUE AND GROOVE UBC - - - - - - UNIFORM BUILDING CODE U.N.O.- - - - - - UNLESS NOTED OTHERWISE VERT------VERTICAL REINFORCING WCLA - - - - - - WEST COAST LUMBER ASSOCIATION WCUB- - - - - - WEST COAST LUMBER INSPECTION BUREAU W.W.F.- - - - - - WELDED WIRE FABRIC WWPA- - - - - - WESTERN WOOD PRODUCTS ASSOCIATION W/ ------WITH W/C - - - - - - WATER TO CEMENT RATIO W/O - - - - - - WITHOUT BUILDING CODE: 2015 EDITION OF THE INTERNATIONAL BUILDING CODE AND STANDARDS REFERENCED THEREIN LOADS: LATERAL 5 PSF MINIMUM LATERAL LOAD SEISMIC: RISK CATEGORY, 11 MAPPED SHORT PERIOD SPECTRAL ACCELERATION, Ss = 1.445. MAPPED ONE SECOND SPECTRAL ACCELERATION, Si = .539. SOIL SITE CLASS, D. DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = .964. DESIGN ONE SECOND SPECTRAL ACCELERATION, Sdi = .539. SEISMIC DESIGN CATEGORY, D. STRUCTURAL STEEL: - GENERAL ALL STEEL CONSTRUCTION PER REFERENCED AISC STEEL CONSTRUCTION MANUAL ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 35 KSI). COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE PER SSMA. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE REFERENCED EDITION OF 'SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS' BY THE AM AND ICC ESR-3064P OR APPROVED ICC EQUIVALENT. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MtL THICKNESS AND LESS, AND MINIMUM YIELD STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. STEEL FOR BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KS. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. SCREWED COLD FORMED TO COLD FORMED CONNECTIONS (I.E.: 97 MIL TO 97 MIL MAX) SHALL BE HILT SELF -DRILLING AND SELF -PIERCING SCREWS PER ICC ESR-2196, OR APPROVED ICC EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4' MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. MIL THICKNESS / GAGE NUMBER REFERENCE: 27 MIL ------ 22 GA 54 MIL ------ 16 GA 33 MIL ------ 20 GA 68 MIL ------ 14 GA 43 MIL ------ 18 GA 97 MIL ------ 12 GA WALLS: STRUCTURAL STEEL STUD WALLS SHOWN ON PLAN SHALL BE INSTALLED PER STUD/SPACING AS NOTED BELOW, TYPICAL U.N.O. ATTACHMENT OF STUDS TO TRACKS PER TYPICAL DETAILS U.N.O. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. UNLESS NOTED OTHERWISE, INSTALL DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS AND ISOLATED BEARING POINTS OF FRAMING MEMBERS ABOVE. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: INSTALL BRIDGING AT MID -HEIGHT FOR WALLS LESS THAN OR EQUAL TO 10'-0' HIGH, AND W-0' O.C. MAXIMUM FOR WALLS GREATER THAN Id-0' HIGH. IN ADDITION, BRIDGING SHALL BE INSTALLED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DRAWINGS. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. -FOR NON -BEARING PARTITIONS AND SOFFITS, SEE ARCHITECTURAL DRAWINGS GENERAL NOTES: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE REFERENCED EDITION AND/OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. BUILDING DIMENSIONS AND ELEVATIONS WHERE SHOWN, WERE PROVIDED BY THE ARCHITECT AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. ANY DISCREPANCIES SHALL BE RESOLVED THROUGH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. OPTIONS AND SUBSTITUTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION OR SUBSTITUTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. RECEIVED CITY OF T UKWILA APR 15 2019 PE€ TAT CENTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.0 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED ZM WRITTEN SIGNATURE PROJECT NUMBER 19-0407 PROJECT MANAGER RAD PROJECT ENGINEER RAD I PROJECT DRAFTER ATG CARUSO'TURLEY. SCOTT• INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) ww x sazxom iwIllilillr�3 PROJECT COORDINATOR R-ETAIL D L S I G; IV 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 J Q OB 00 00 0t' 0 z* a W W =QJ 0 < Tn W N rn 04 REVISIONS PRELIMINARY LANDLORD SUBMITTAL 0311,19 F�NALSREVIEVVED FOR ' o—.19 SHEET NUMBER CEILING LEVEL SCALE: 1/8" = 1'-0" n13 HIGH FRAMING LEVEL SCALE: 1/8" = I '-Y' 362S162-33 AT 16" — -- — -- 47-- D.C. STUD WALL Cl 1 02 1-11"I FLOOR PLAN SCALE: 1/8" = 1'-0" E TRANSOM/ENTRY LEVEL SCALE: 1/8" = 1'-0" Eel BOX BEAM (B) AND COLUMN (C) SCHEDULE MARK SIZE REMARKS C1 Ej 362S162-43 SEE 04 Bl Ej 362SI62-43 --- B2 Ej 362S162-54 RECEIVED CITY OF TUKWILA APR A 5 2W pERfv1IT CENTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.0 AND TYPICAL DETAIL SHEETS. -THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR UNLESS THE STRUCTURAL ENGINEER OF MR9RECORDING 191sa AFFIXED AM WRITTEN SIGNATURE PROJECT NUMBER 11�07 PROJECT MANAGER RAD PROJECT ENGINEER RAD I PROJECT DRAFTER ATG CARUSO - TURLEY- SCOTT- INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) w .Ctsazxom JOB#: 19-1489 STORE#: h - 503 NAt PROJECT COORDINATOR RE-17AIL D E S I G N 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 M LO REVISIONS PRELIMINARY LANDLORD SUBMITTAL 03.11.19 SHEET NUMBER NOTER 1. EXISTING BEAM. 2. #10 EACH SOL 3. 362n50-S4 CONTINUOUS VAIN (2) HL71 X-U EACH SITE TO BEAM ,� STUD TO E)aS1YiG BEAN 19-0407 NO SCALE M9ff.S. 1. BOX BEAM 362S162-33 MEMBERS WITH 3621125-43 TRACK TOP AND BOTTOM. CONNECT WITH FO AT It O.C. - TYR 2 EXISTING STEEL JOIST. 3. 3/8" DIA BOLT WITH 1/4 xYx2" WASHER ON JOIST AND Ilex3"x3" WASHER AT BOX BEAM. 4. BRACE. & CUP ANGLE L3'xr42 GA. WITH 6 #10 TO BOX BEAM AND 4 #IO TO BRACE & 367. 4#2#ISE I162-33 EACH BRACE. 8. 3/6' DU BOLT WITH 1/4"x2"x2' WASHER ON TOP AND i/4'xl'xr WASHER AT STUD JOIST. 9. SAV-5 WITH HLTI X-U SHOT PINS TO JOIST. DO NOT LOCATE WITHIN 6' OF PAN& POINT. TOP CONNECTION ,� DACE To E:IEIsnNG JasT 1301-60 NO SCALE av NOTES 1. EXISTING BULKHEAD TO REMAIN. 2. 362S162-33 AT 16" O.C. - TYP. 3. 4;#10, TYP. 4. BOX BEAU. S. 18 GA. TRACK WITH 110 AT It O.C. 6. TOP CONNECTION PER DETAIL ML 7. 362SI62-33 AT 49' O.C. & CONTINUOUS LI 1/ xI 1/2'x16 GA WITH 1 #10 EACH LEG EACH STUD. 9. TOP CONNECTION PER DETAIL 10% SECTION AT DISPLAY WINDOW 19-0407 NO SCALE NOTES: 1. EXISTING BULKHEAD TO REMAIN. 22 362S162-33 AT 16' O.C. - TYP. 3. 4'. #10, TYP. 4. BOX BEAK. 5. 18 GA. TRACK WITH #10 AT It D.C. B. TOP CONNECTION PER DETAIL 107. 7. 362S162-33 AT 48' O.C. & CONTINUOUS L1 i/Yxi I/2'x16 GA. PATH 1 #10 EACH LEG EACH STUD. 9. TOP CONNECTION PER DETAIL in 10. 18 GA. TRUSS WITH 2 010 JOISTS SECTION AT DISPLAY 19-0407 NO SCALE nOTM 1. BOX BEAM. 2 BOX COLUMN. 3. SIN S/H25 BEAM CORNER COLUMN ON BEAM 19-0407 NO SCALE NOTES: 1. BUILT-UP STEEL BOX COLUMN. 2 SUPSON LTP5 EACH SIDE 3. BUILT-NP BOX BEAM. 4. SUPSOH L30 TOP AND BOTTOM. ,� BOX BEAM 1T) BOX COLUMN 7302-21 NO SCALE NOTES 1. BEAM PER PLAN. 2 SIMPSON S/H25 CUP EACH SIDE, FILL ALL HOLES WITH #10 SCREWS 3. METAL STUDS PER PLAN. 4. 3627125-43 GA. CONTINUOUS METAL TRACK FASTENED WITH 110 SCREWS AT It O.C. 5. BEAM CONTINUES AS OCCURS 6. SIMPSON LTP5 EACH SIDE AT SPLICE. 7. SPLICE AT CENTER OF COLUMN ONLY. NOTE DO NOT SPLICE OVER COLUMN AT 103A BEAM TO COLUMN 703 AS NOTtD 1302-20 NO SCALE 1. BOX BEAM. 2 L30 EACH SIDE TURN INWARD AT BEAM ENDS ,� BOX 8EA1d TO BOX BEAM 19-0407 NO SCALE 1. #10 AT It O.C., TYP. 2. BEAM/COLUMN MEMBER PER PLAN. 3. 362TI25-43 TRACK. �� TYP BOX BEAM OX COLUMN 1301-02 Nd SCALE 1. STEEL STUD. 2. UNPUNCHED STEEL STUD TRACK - ATTACHMENT REQUIRED 112' DIAL EXPANSION BOLTS AT 48 O.C. (2 MINIMUM) OR .148'x3/4' LONG POWDER DRIVEN PINS AT It O.C. FASTENER SHALL HAVE [CC REPORT FOR SAME INSTALLATION. 3. MULTIPLE OR INTERSECTING STUDS WHERE OCCUR. CONNECT WITH 2 ROWS #10 SM. SCREWS AT 24' O.C. STAGGERED SPACING. AT INTERSECTING STUDS 1 ROW OF SCREWS. 4. #10 S.M. SCREWS EACH SIDE, EACH STUD. 5. 2 010 SM. SCREWS. 6. 4 #10 S.M. SCREWS. 7. 010 &M. SCREWS AT It O.C. AT DOUBLE STUDS B. STUD BLACKING. 9. 18 GA CUP ANGLE BY STUD MFR PATH 3 #10 S.M. SCREWS AT EACH STUD WHERE SHOWN IN DETAILS NOTE 11) A. FOR SIZE AND GAGE OF TYPICAL / STEEL STUDS, SEE GENERAL B. INSTALL ALL SCREWS PER STRUCTURAL NOTES SPECIAL STEEL STUD MANUFACTURES SIZES ARE CALLED OUT ASSOC, SPECIFICATIONS. ON PLAN AND/OR DETAIL. C. S.M. (SHEET METAL) SCREWS PER G.S.N. � TYPICAL STEEL STUD WALL - SCREW CONNECTION 01 1301-01 NO SCALE NOTES- 1. STEEL STUD WALL 2 CONTINUOUS STEEL TRACK WITH HIL71 X-U WITH I' PENETRATION AT 16' O.C. 3. #10 SCREW CONNECTION AT EACH STUD. 4. EXISTING CONCRETE SLAB. 2 STEEL STUD WALL BASE CONNECTION 1301-10 NO SCALE NOTE 1. STEEL COLUMN. 2. 18 GAGE CONTINUOUS STEEL TRACK WITH HLTI X-U WITH i" PENETRATION AT 6" EACH SIDE OF POST OR 3 UNDER POST. 3. #10 SCREW CONNECTION AT EACH STUD. 4. EXISTING CONCRETE SLAB. STEEL STUD COLUMN BASE CONNECTION �ru 1302-10 NO SCALE RECEIVED CITY OF TUKWILA APR 15 2019 PERMIT CENTER FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET SLO AND TYPICAL DETAIL SHEETS THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED ,RM WRITTEN SIGNATURE. PROJECT NUMBER 19-0407 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER ATG CARUSO "TURLEY- SCOTT- INC consulting structural engineers l 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.cr9az.00M JOB#: 19-1489 STORE* - PROJECT COORDINATOR L A-Iml D E S I G N 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 Z W M W 0 W a Z <t Z W H 1 W F- W M O J Ill �LL CO) v/ W REVISIONS PRELIMINARY LANDLORD SUBMITTAL 03.11A9 SHEET NUMBER �h" HVAC NOTES AND SPECIFICATIONS DUCT WORK SYMBOLS JOB#: 19-1489 STORE#: 624 SECTION I: SCOPE OF WORK I. EXISTING 5 TON SPLIT SYSTEM FANGOIL UNIT AND NEW AIR DISTRIBUTION. 2. DUCT WORK, ELBOWS, FITTINGS, 8 DUCT INSULATION. 3. DIFFUSERS, REGISTERS, AND GRILLES 4. HVAC CONTROL SYSTEMS. 5. TESTING AND BALANCING. (2. PERMIT AND INSPECTION. SECTION 2: FEES, PERMITS $ INSPECTIONS p) CONTRACTOR MUST PAY FEES AND OBTAIN PERMITS, LICENSES, INSPECTIONS, ETC, AS REQUIRED BY ANY LEGALLY CONSTITUTE AUTHORITY. b) CONTRACTOR SHALL NOT MAKE HI5 WORK COVERED OR CLOSED UNTIL THE WORK HAS BEEN INSPECTED AND APPROVED BY ALL AUTHORITIES HAVING JURISDICTION. ANY EXPENSES FOR ADDITIONAL WORK DUE TO THE VIOLATION OF THIS REOUIREMENT WILL BE PAID BY THE CONTRACTOR. c) TH15 DOCUMENT 15 NOT FOR BID OR CONSTRUCTION UNTIL THE PLAN HAS BEEN REVIEWED AND APPROVED BY ALL AUTHORITIE5 HAVING JURISDICTION AND THE PERMIT 15 OBTAINED. NO COMPENSATION WILL BE MADE FOR ADDITIONAL WORK DUE TO THE VIOLATION OF TH15 REQUIREMENT. SECTION 3: GENERAL REQUIREMENTS a) ANY EXISTING CONDITIONS ARE BASED ON LIMITED FIELD VERIFICATION. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE TENANT. b) ALL CONTRACTOR5 SHALL REVIEW A COMPLETE SET OF CONSTRUCTION DOCUMENTS. c) CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH DEMOLITION RESPONSIBLE TO BIDDING AND START OF WORK. CONTRACTOR 15 RESPONSIBLE ALL EXISTING AS REQUIRED FOR IN5TALLATIOWCONSTRUCTION OF NEW WORK. d) CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING H15 BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JO55ITE AND/OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HI5 BID. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR RESOLUTION. NO EXCEPTION. g) CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL UTILITY RUNS, UNDERGROUND AND ABOVE GROUND PIPING AND/OR OTHER IMPROVEMENTS LOCATED ON THE PREMISES. CONTRACTOR SHALL AL50 BE RESPONSIBLE FOR ALL C05TS RELATING TO THE RELOCATION OF, DAMAGE TO, REPAIR OF ANY EXISTING UTILITY RUNS AND/OR IMPROVEMENTS WHICH ARE DAMAGED A5 A RESULT OF WORK IN OR AROUND THE PREMISES. f) THE MECHANICAL CONTRACTOR SHALL INSPECT AND RUN TEST ALL EXISTING UNITS AT THE START OF CONSTRUCTION AND INFORM THE ARCHITECT OF ANY NECESSARY REPAIRS FOR APPROVAL IN A TIMELY MANNER TO NOT DELAY THE OPENING DATE. g) ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE PER BUILDING CODE REQUIREMENT5 OR APPLICABLE MANUFACTURER INSTALLATION REQUIREMENTS. h) THE CONTRACTOR SHALL INSTALL ALL EQUIPMENTS AS REQUIRED TO CONFORM TO THE STRUCTURE. AVOID 055TRUCTIONS AND MAKE ALL EQUIFMENT REQUIRING MAINTENANCE OR REPAIR ACCESSIBLE. I) ALL EQUIPMENT FURNISHED SHALL FIT THE SPACE AVAILABLE WITH CONNECTIONS IN THE REQUIRED LOCATIONS AND WITH ADEQUATE SPACE FOR OPERATING AND SERVICING. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATE THE MANNER AND METHOD OF THE INSTALLATION WHILE THE SPECIFICATIONS AND EQUIPMENT LIST DENOTE THE TYPE AND QUALITY OF MATERIAL AND WORKMANSHIP TO BE USED. THE DRAWIN65 SHALL NOT BE SCALED FOR EXACT MEASUREMENTS, WHERE A CONFLICT EXISTS BETWEEN THE DRAWINGS AND THE SPECIFICATIONS. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT INH05E DECISION SHALL BE FINAL. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY IN TH15 CONNECTION ON BEHALF OF THE CONTRACTOR AFTER AWARD OF THE CONTRACT. j) ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE LATEST FEDERAL, STATE AND LOCAL CODES [NFPA, UBG, UMG AND LOCAL BODIES HAVING JURISDICTION). APPLICABLE CODE: GMG 2016, GPO 201(o, CALIFORNIA ENERGY EFFICIENCY CODE 2016, CALIFORNIA ELECTRICAL CODE 2016. Q THE CONTRACTOR SHALL COOPERATE WITH THE OTHER TRADES 50 THAT THE INSTALLATION OF ALL EQUIPMENT MAY BE PROPERLY COORDINATED. k.1) DISCONNECT SWITCHES 8 LINE VOLTAGE CONNECTIONS (BY ELECTRICAL) k2) ALL LINE VOLTAGE WIRING AND CONDUIT (BY ELECTRICAL) k.3) CONDENSATE PIPING (PLUMBING) 1) ALL ROOFING WORK SHALL BE PERFORMED BY OWNER'S APPROVED ROOFING CONTRACTOR. m) P15POSE OF ALL EQUIPMENT NOT REUSED A5 A PART OF THE NEW WORK AS DIRECTED BY THE OWNER. n) ALL ROOF MOUNTED EQUIPMENT SHALL BE LABELED AS TO THE SPACE IT SERVES WITH 3" HIGH WEATHERPROOF VINYL LETTERS. oI ALL APPLIANCE AND PLUMBING VENTS AND THE DISCHARGE OUTLET OF EXHAUST FANS SHALL BE LEAST TEN (10) FEET IN A HORIZONTAL DIRECTION, OR THREE(3) FEET ABOVE THE OVT51ME-AIR INTAKES FOR HVAC UNITS. p) MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME51PREAD RATING NOT GREATER THAN TWENTY-FIVE(25) AND A SMOKE DEVELOPED RATING NOT GREATER THAN FOUR HUNDRED FIFTY(450) WHEN TESTED AS A COMPOSITE PER APPLICABLE TESTING STANDARD. q) AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL MAKE AVAILABLE TO THE ENFORCEMENT AGENCY OR P05T IN A CONSPICUOUS LOCATION IN THE BUILDING, A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION 15 CON515TENT WITH THE PLANS AND SPECIFICATIONS DESCRIBED IN SEC, 10.103(A)2A. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME, MATERIAL IDENTIFICATION, AND THE INSTALLED R-VALUE. n) INSTALL DUCT INSULATION ONLY AFTER DUCTWORK HAS BEEN INSFECTED AND APPROVED. s) REGISTERS, GRILLE5, AND DIFFUSERS SHALL BE INSTALLED ONLY AFTER ALL CEILINGS AND WALL5 ARE FINISHED INCLUDING FINAL PAINTING. CEILING MOUNTED UNITS SHALL BE INSTALLED WITH RIMS TIGHT AGAINST CEILING. WALL MOUNTED UNITS SHALL BE INSTALLED AT LEAST b INCHES BELOW THE CEILING UNLESS OTHERWISE NOTED. DAMPERS PROVIDED WITH DIFFUSERS AND REGISTERS SHALL NOT BE USED FOR SYSTEM BALANCING. IN51DE OF DUCT, BEHIND 5EE-THROUGH REGISTERS AND 6RILLE5 SHALL BE PAINTED BLACK. t) ROUND SHEET METAL DUCTS SUSPENDED IN THE AIR SHOULD BE SUPPORTED BY HANGERS AT LEAST EVERY 10 FEET. FLEXIBLE DUCTS SUSPENDED IN THE AIR SHOULD BE SUPPORTED AT LEAST EVERY 4 FEET BY 5TRAP5 THAT ARE AT LEAST 1-1/2" TO 1-3/4" INCHES WIDE, AND THEY SHOULD NOT SAG MORE THAN 1/2" FOR EACH FOOT OF DISTANCE BETWEEN THE SUPPORTS. STRAPS USED ON FLEXIBLE DUCTS SHOULD NOT CONSTRICT THE INNER DIAMETER OF THE DUCT OR OUT THE OUTER JACKET. �) DUCT SLEEVES AND PREPARED OPENINGS SHALL BE PROVIDED WHERE DUCT5 PENETRATE FLOORS, WALL5, CEILIN65 OR ROOFS, AND SHALL BE INSTALLED DURING CONSTRUCTION OF THE FLOOR, WALL, CEILING OR ROOF. MECHANICAL CONTRACTOR SHALL COORDINATE LOCATION OF ALL DUCT PENETRATIONS OF STRUCTURE WITH GENERAL CONTRACTOR. y) DUCT SLEEVES SHALL BE FABRICATED FROM MINIMUM 20 GAUGE GALVANIZED SHEET STEEL. SLEEVE SHALL HAVE ONE(U INCH CLEARANCE BETWEEN THE DUCT AND THE SLEEVE, OR ONE(I) INCH CLEARANCE BETWEEN THE INSULATION AND THE SLEEVE FOR INSULATED DUCTS. DUCT SLEEVES EMBEDDED IN CONCRETE SHALL BE CONSTRUCTED OF 1/4 INCH THICK CARBON STEEL PLATE, AND SHALL BE WELDED IN ACCORDANCE WITH AW5 DI.I. N) DEMAND CONTROL VENTILATION DEVICES (002 SENSORS) SHALL BE INSTALLED IN ACCORDANCE WITH CMG. 121(0)4. SECTION 4: FRODUGT5 a) THERMOSTAT SHALL BE INSTALLED WITH -1-DAY PROGRAMMABLE AUTO -CHANGE OVER FEATURE. MOUNTING HEIGHT 15 3 TO 4 FEET ABOVE FINISHED FLOOR. b) ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS, INCLUDING, BUT NOT LIMITED TO, BUILDING CAVITIES, MECHANICAL CLOSETS, AIR -HANDLER BOXES AND SUPPORT PLATFORMS USED AS DUCTS OR PLENUMS, SHALL BE INSTALLED, SEALED AND INSULATED TO MEET THE REQUIREMENTS OF CHAPTER 6 OF THE CALIFORNIA MECHANICAL CODE. 5UPPLY-AIR AND RETURN -AIR DUCTS CONVEYING HEATED OR COOLED AIR SHALL BE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-8, UNLESS NOTED OTHERWISE. INSULATION 15 NOT REQUIRED ON LINED DUCTS AND DUCT5 EXP05ED TO CONDITIONED SPACE. PROVIDE RFI TO ENGINEER BEFORE CLASSIFYING THE SPACE AS CONDITIONED SPACE. NO COMPENSATION WILL BE MADE IF THE CONTRACTOR FAILS TO VERIFY c) DUCT PLENUM SHALL BE GALVANIZED STEEL DUCT. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK, SHALL BE SECURELY FASTENED AND SEALED WITH WELD5, GASKETS, MASTI05 (ADHESIVES), MASTIC-PLUS-EMBEDDED-GABRIG SYSTEMS, OR TAPS. TAPS AND MASTICS USED TO SEAL DUCTWORK SHALL BE L15TED AND LABELED IN ACCORDANCE WITH ULI81A OR ULISIB. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. DUCT TAP 15 NOT PERMITTED AS A SEALANT ON ANY METAL DUCTS. DECO 2003-5052.51 d) FLEXIBLE DUCTWORK SHALL BE IN ACCORDANCE WITH ULISI AND NFPA 90A AND NFPA 905. ALL TAKEOFFS FROM MAIN AND BRANCH DUCT SHALL BE 45° TAPS WITH VOLUME DAMPERS AS SHOWN ON THE DRAWINGS. 6LA55-FLEX TYPE DUCT MAY BE U5ED AT ENTRANCE TO DIFFUSERS BUT MU5T BE LESS THAN 5'-0" IN LENGTH. e) DUCT SUPPORTS AND HANGERS: PROVIDE HANGERS AND SUPPORTS OF STEEL 5HAFE5 AND RODS CONFORMING TO A5TM A36/A36M, GALVANIZED IN ACCORDANCE WITH A5TM A123. HARDWARE FOR HANGERS AND SUPPORTS SHALL BE GALVANIZED IN ACCORDANCE WITH A5TM A153/AI53M. HANGERS AND SUPPORTS SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, AND 5MACNA HVAC SYSTEMS DUCT DESIGN. f) BUILDING ATTACHMENT: CONCRETE INSERTS, POWER -ACTUATED FASTENERS, OR STRUCTURAL STEEL FASTENERS APPROPRIATE FOR BUILDING MATERIALS. DO NOT USE FOWDER-ACTUATED CONCRETE FASTENERS FOR LIGHTWEIGHT AGGREGATE CONCRETES OR FOR 5LA55 LE55 THAN 4 INCHES THICK. 9) STRAPS AND ROD SIZES: CONFORM WITH TABLE 4-1 IN 5MACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, FOR SHEET STEEL WIDTH AND GAUGE AND STEEL ROD DIAMETERS. h) DUCT ATTACHMENTS: SHEET METAL SCREWS, BLIND RIVETS, OR SELF -DRILLING, SELF -TAPPING METAL SCREW5; COMPATIBLE WITH DUCT MATERIALS. 1) KITCHEN HOOD EXHAUST DUCTWORK: FABRICATE IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE AND NFPA 96. CONSTRUCT OF 16 GAUGE 5TAINLE55 STEEL, U51N6 CONTINUOUS EXTERNAL, WELDED JOINTS. TYPE 11 EXHAUST DUCTS TO BE STAINLESS STEEL. J) VOLUME DAMPERS: PROVIDE VOLUME DAMPERS IN DUCTS CONSTRUCTED OF 22 GAUGE GALVANIZED FOR DUCTS SMALLER THAN 11 INCHES; 20 GAUGE FOR DUCTS SMALLER THAN 21 INCHES; AND Ib GAUGE FOR DUCTS LARGER THAN 21 INCHES, PROVIDE LOOKING QUADRANTS AS REQUIRED. MANUALLY ADJUSTABLE BALANCING DAMPERS SHALL BE PROVIDED TO SUPPLY, RETURN AND EXHAUST DUCTS AT POINTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS AND IN BRANCH DUCT TO INDIVIDUAL DIFFUSERS, GRILLES, AND REGISTERS. 1. DAMPER AXLES SHALL BE CONTINUOUS SQUARE RODS NOT SMALLER THAN 3/6-INCH„WITH MACHINED ENDS AND BEARING AT BOTH ENDS. 2. SINGLE -BLADE DAMPER SHALL BE PROVIDED FOR DUCT SIZES UP TO IS INCH; MULTIBLADE DAMPERS OF OFF05ED BLADE PATTERN SHALL BE PROVIDED FOR CU5T SIZE LARGER THAN 18 INCH. k) T-BAR CEILING SUPPLY DIFFUSER: KRUEGER MODEL 6504 OR APPROVED EQUAL. 1) T-EAR CEILING RETURN DIFFUSER: KRUEGER MODEL 6590 OR APPROVED EQUAL. m) DUCT HEATER: WHERE ELECTRICAL HEATER ARE INSTALLED IN AIR DUCTS, THE DUCT SHALL BE INSULATED WITH NONCOMBUSTIBLE INSULATION EXTENDING IN EACH DIRECTION FROM THE HEATER. V15TANCE SHALL BE AS RECOMMENDED BY THE HEATER MANUFACTURER. n) LINED EXPOSED EXTERIOR DUCTWORK SHALL BE 2" THICK, 1.5PCF DENSITY LINING. DUCT 51ZE SHOWN ON PLAN SHALL REFER TO IN51DE CLEAR DIMENSIONS. o) VOLUME DAMPER MUST BE INSTALLED AT BRANCH TAKE -OFF FROM MAIN SUPPLY DUCT. SECTION 5: EQUIPMENT SUBMITTALS SUBMITTALS FOR MECHANICAL EQUIPMENTS SHALL BE SUBMITTED TO ARCHITECT AND ENGINEER POP APPROVAL BEFORE ORDERING SUCH EQUIPMENT5. NO EXCEPTION. SECTION 6: TE5TINGS p) AFTER COMPLETION OF WORK, TESTS ON THE HVAC SYSTEMS AND ON AIR BALANCE'' PERFORMANCE ARE REQUIRED. THE AIR QUALITY RESULTS SHOULD CONFORM WITH THE VOLUME SHOWN ON THE PLAN. PROVIDE ALL NECESSARY TESTING EQUIPMENTS AND LABORS AT NO COST TO THE OWNER. b) THE TESTED AIR QUALITY SHOULD BE WITHIN 5% OF THE DESIGN VALUE INDICATED ON PLANS. NOTIFY ENGINEER IMMEDIATELY IF AIR QUALITY 15 OUT OF THE RANGE. NO EXCEPTION. SECTION 't: OPERATING INSTRUCTIONS o) THE BUILDER SHALL PROVIDE THE BUILDING OWNER OR PERSON(5) RESPONSIBLE FOR BUILDING MAINTENANCE (IN CASE OF MULTI -TENANT OR CENTRALLY OPERATED BUILDINGS) AT OCCUPANCY THE FOLLOWING: ))OPERATING INFORMATION: THE APPROPRIATE CERTIFICATE(5) OF COMPLIANCE AND A LIST OF THE FEATURES, MATERIALS, COMPONENTS, AND MECHANICAL DEVICES INSTALLED IN THE BUILDING AND INSTRUGTION5 ON HOW TO OPERATE THEM EFFICIENTLY. 2) MAINTENANCE INFORMATION: REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING THE OPERATION AND MAINTENANCE MANUAL. 3) VENTILATION INFORMATION: A DESCRIPTION OF THE QUANTITIES OF OUTDOOR AND RECIRCULATED AIR THAT THE VENTILATION SYSTEMS ARE DESIGNED TO PROVIDE TO EACH AREA. b) CONTRACTOR SHOULD PREPARE AT LEAST THREE SETS MANUALS, COVERING 1. OIL AND LUBRICATION INSTRUCTIONS 2. PARTS SCHEDULE AND REPLACEMENT INSTRUCTIONS 3. AIR FLOINi AND AIR BALANCE REPORT. SECTION 8: WARRANTY 0) THE CONTRACTOR SHALL PROVIDE OWNER WITH A WRITTEN MINIMUM TWO (2) YEAR MANUFACTURING WARRANTY ON ALL HVAC EQUIPMENT PROVIDED AND/OR INSTALLED. THE WARRANTY SHALL INCLUDE ALL LABOR, MATERIALS, AND THREE (5) ROUTING SERVICES WITH FILTER CHANGES DURING A ONE (1) YEAR PERIOD. SINGLE LINE EXISTING EQUIPMENT OR DUGTWORKSf/f/f/7Z/f/ 171S TO BE REMOVED. EXISTING DUCTWORK TO REMAIN 5-- - - - - - -5 NEW RIGID DUCTWORK 5� MANUAL VOLUME DAMPER (MVD) VDT MOTOR OPERATED DAMPER (MOD) o�-i ACCESS DOOR RADIUS ELBOW (R=k5) VANED ELBOW BRANCH DUCT TAKE -OFF AS D —S RISE OR DROP DIRECTION OF D R AIR FLOW FLEXIBLE CONNECTION (FXC) - SIZ SIZE -- DIFFUSER SIZE � eGFM e51ZE GFM SUPPLY AIR GRILLE (G) OR SUPPLY SIZE GFM 1 AIR REGISTER (R) y 51ZE ' RETURN AND/OR EXHAUST AIR 1 CFMeT GRILLE (G) OR REGISTER (R) SIZEe GFM X AIR DEVICE TO 0-> EXHAUST WALL GAP X BE REMOVED p< OUT61PE AIR WALL LOUVER ® SUPPLY OPOUTSIDE AIR RETURN AIR Q KEYED NOTE5 UG ® EXHAUST AIR UNDERCUT DOOR DL _ DOOR LOWER (FREE AREA SMOKE DETECTOR REQUIRED INDICATED IN 5OUARE FEET) F SMOKE/FIRE DAMPER NECK 512E THERMp05TAT `vNIT TAG ® �f��x�./ F CONNECTION AIR QUANTITY (GFM) ® AGGE55 F'ANEL IMPORTANT PLAN CHECK NOTE - ALL EXISTING HVAC AND ENVELOPE ARE EXISTING TO REMAIN, GOMGHEGK NOT REQUIRED. RECEIVED CITY OF TUKWILA APR 15 2019 PERMIT CENTER PROJECT COORDINATOR RETAIL �ft , Nw:b D E S I G N 1620 STH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 Z Q Z uj �M��ii Fi RI UJI W U J W u. U) W J d co co wa W N CD Zfd Lu W �aa.P Odd N w N � N mmmmmmmmmmmmmmmmmmmmmm REVISIONS HVAC GENERAL NOTES AND LEGENDS SHEET NUMBER 28439 Lake TO Rancho49-2879530 120 EXISTING SPLIT S"rSTEM FANCOIL - INDOOR UNIT Sr-,HFDULE EQUIPMENT SERVICE SUPPLY MIN. 05A E.S.P. CAPACITY HEAT PUMP CAPACITY HEATIN& CAPA ITY BACKUP ELEC.TRI. RESIST. HEATING ELECTRICAL MANUFACTURER OPTION5-ACCE550RIE5 NO. (CFM) (CFM) (IN Vq.(5) (BTU/HR.)(BTU/HR.)(BTU/HR(BTU/HR.) S MODEL KIAI MBH V.-PR-rly. I AMPS THFRM05TAT xG SEE PLAN 2000 400 0.5 EXISTING 5 TON FAN COIL UNIT TO REMAIN (V.I.F) TRANE (V.I.F) R410 REFRIGERATION NOTE #1, #2, #5, #4, #5, #6 NOTES: I. PROVIDE ALL REQUIRED MATERIALS 4 INSULATED REFRIGERANT LINES FOR, COMPLETE INSTALLATION, 51ZE R5/RL PIPING PER MANUFACTURERS r7UIDELINE5. 2. PROVIDE REQUIRED ACCESS TO INDOOR UMT PER 0MC. 5. PROVIDE PROGRAMMABLE THERMOSTAT. 4. PROVIDE CONTROL WIRING; CONDUIT, ETC. FOR A COMPLETE AND OPERABLE SYSTEM. 5. PROVIDE SECONDARY CONDENSATE DRAIN PAN FOR ALL DX COILS. ro. PROVIDE MERV 5 FILTER AT RETURN AIR PLENUM CONNECTION TO UNIT. FLEXIBLE CONNECTIOt MOUNT FAN FROM 5TRUCTURE ABOVE WITH METAL STRAPS, 4 VIBRATION 150LATION PROVIDE 13DD T AND HALL CAP REI915TER CEILING EXHAUST FAN DETAIL 50ALF-:1,10NE OLIN& COIL RAIN PAN SECTION ADAPTOR — EXISTINIS SPLIT SYSTEM CONDENSER - OUTDOOR UNIT Sr-.,HEDULE lx-rlu\ EQUIPMENT SERVICE HEATING CAPACITY G.O.P..P. COOLING CAPACITY SEER ELECTRICAL REFRIe. PIPING MINIMUM CIRCUIT MAXIMUM MANUFACTURER OPTIONS -ACCESSORIES NO. (571)/HR) (5TU/HR) OR EER AMPS FUSE SIZE 4 MODEL .- VPR-CY. I AMPS ION /TRANE x—c—u\ R410 REFRIGERANT SEE PLAN EX15TINCS 5 TON CONDENSER UNIT TO REMAIN (VJ.F) TTAO(oOr,50OA0 NOTE #1, #2, #5, #4, #5, #(o NOTES: 1. PROVIDE ALL REQUIRED MATERIALS 4 INSULATED REFRIGERANT LINES FOR COMPLETE INSTALLATION, SIZE R5/RL PIPINS, PER MANUFACTURERS GUIDELINES. 2. PROVIDE REQUIRED ACCESS TO INDOOR UNIT PER CMG. 5. PROVIDE PROGRAMMABLE THERMOSTAT. 4. PROVIDE CONTROL WIRING, CONDUIT, ETC. FOR A COMPLETE AND OPERABLE SYSTEM. 5. PROVIDE SECONDARY CONDENSATE DRAIN PAN FOR ALL DX COILS. 6. PROVIDE MERV 5 FILTER AT RETURN AIR PLENUM CONNECTION TO UNIT. CONDENSATE DRAIN LINE 5/4" MIN.(T*,(PE M COPPER TUBING WITH WROUGHT COPPER FITTING) - FAN SCHEDULE0- EOUIPMEN SERVICE LOCATION CIFM STATIC PRESS. MOTOR MANUFACTURER 4 OPTIONS-ACCE55ORIE5 WATTS HP RPM VOLT.-PH.-CY. T NO. (IN N.6) MODEL 5REENHECK BACKDRAFT DAMPER EF RE5TROOM CEILING 120 0.5 41.5 -- clOO 115-1-60 5P-A200 OR, EQUAL CONTROLLED BY OCCUPANCY 5EN50P, \—P--/ I I I OPERATION WT. NOTES: 7 HANDLING UNIT OR CONDITIONING UNIT CAP VENT 2-1/4 "MIN DRAIN PLUS, TABLE 510.5 OM02016 INT TONS CAPACITY MIN C,9 PIPE SIZE UP TO 20 3/4 21-40 1.. 41-10 1-1/4" 011-125 I-1/2R 126-250 2" NOTES: F—AEL INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED. 2. SLOPE ALL CONDENSATE DRAIN LINES AT 1%. 5. 4. CONDENSATE PIPE SCALE%NONE SECVRE TO STRUCTURE ABOVE N0126A Y'lln FLEX DUCT SIZE 5RALL STRUCTURE N012'9A WIRE r Zr -T 51 : :HALL MATCH NECK SIZE CEILING oppo5w BLADE SUPPLY DUCT HAND DAMPER DRAW BAND WITH SILICONE SEALER '— CEILING DIFFUSER WIRE AT 2. DIAGONAL CORNERS FOR SEISMIC RESTRAINT. NOTE: FLEX DUCT MAX 5 FEET. TYPICAL DIFFUSER CONNECTION (SIDE OF DUCT CONNECTION} 5CALIF:NONE JOB#: 19-1489 STORE#: 624 PROJECT COORDINATOR RE-rAlL ffl&m:b D E S I G N 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 z Z w 02=4 Z uj -<% 0 z U UJ 0 U) a .j ui LL ui 3: REVISIONS PRELIMINARY LANDLORD SUBIORTAL WA1.19 N01.19 LEHLLDING DIVISIOI\,f RECEIVED CITY OF TUKWILA APR 15 2019 HVAC EQUIPMENT PERMIT CENTER SCHEDULE AND DETAILS SHEET NUMBER 39 RanchoPk 120 7 Lak. F.W, WWM; �712 ;2e4 TO 949-M7-9O095 11 / I4 _ b"d iOiS 10 -- d LIJ /ALL GENDER RESTROOM R / �T- ❑:- Q-' Q ` -. Q - El - ❑ 104 G-3 /iloo EQ ei, Io"� SALES AREA102 S/4 MESHED SG J 25 _ I8 _ 2 _ON THE 5I/F e 2 - O"m la°m R T la"m STOCKRO01% T �8y 103 d81:. e to"m `. Q -. -- Q� EJ- lo,�, Q G 3 _ 25 _ 125 - / EQ. Di, 17' 0 1/222PEN TO DECK �, 4 0 4' 0' EQ. 2 s - - (�"1� d w ; - o °o . _ .. .. - Q_-` TYR TYP.. 4,_0., ,- - - - -_ - - - - TYP I 41'_5" 38, 4„ / t / HVAC CEILING PLAN SCALE: I/4"=1'-O" HVAC KEYED NOTES (D P.O.G. TO EXISTING 6" 0 EA DUCT (V.I.F) OEXISTING 5 TON FANGOIL UNIT XFG-60 TO REMAIN (V.I.FJ. VERIFY EXACT LOCATION OF EXISTING 5 TON CONDENSING UNIT XCU-60 IN FIELD. (D EXISTING T KW DUCT HEATER TO REMAIN N.I.F) ® 05A DAMPER SET ® 400 GFM OP.O.G. TO EXISTING 10"4 OSA DUCT (V•I.F) 11' - 0" B.O. ENTRY CANOPY BASIS OF DESIGN 1. THE ENGINEER ASSUMES AT LEAST 22" SPACE FOR DUCT FOR CONTRACTOR TO VERIFY IN FIELD. NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCY OCCURS. THE SPACE 15 SERVED BE AN EXISTING 5 TON SPLIT SYSTEM. CONTRACTOR TO RECONNECT THE OUTDOOR CONDENSER AND INDOOR FANGOIL UNIT. THE 5Y57EM WAS APPROVED BY A PREVIOUS SUBMITTAL AND THE SCOPE OF WORK 15 NEW �' AIR DISTRIBUTION ONLY. NO ECONOMIZER IS NEEDED. CONTRACTOR SHOULD VERIFY THE ABOVE CONDITION WITH THE LANDLORD BEFORE ISSUING ANY BID. NO COMPENSATION WILL BE MADE IF THE CONTRACTOR FAIL5 TO DO 50, 5. PROVIDE VOLUME DAMPER AT EACH BRANCH TAKEOFF FOR COMPLETE AIR BALANCE. IN HARD LID GELING, PROVIDE 12"XI2" A0CE55 PANELS PAINTED TO MATCH FINISH. YOUNG REGULATOR GABLE MAY BE USED FOR ADJUSTMENT OF MANUAL DAMPERS IN HARD LID CEILING IN LIEU OF 12"X12" ACCESS PANELS. VERIFY WITH CLIENT AND ARCHITECT THE PREFERRED METHOD TO ADJUST MANUAL DAMPERS IN HARD LID CEILING (TYP). CNNI"C IC^ 17 K=t'UNVO= IU YCKII-T C UWII SUN Ut" tX151 INC, tU'UIf t IzNl AND DUCTWORK IN FIELD PRIOR BID. REUSE ANY EXISTING EQUIPMENT AND DUCTWORK WHEN POSSIBLE WITH APPROVAL BY OWNER 4 ENGINEER. NOTIFY ARCHITECT/ENGINEER IF MAJOR DISCREPANCY 15 FOUND. NO COMPENSATION WILL BE MADE AFTER BID- Z) / 9-- f12 0� RECEIVED CITY OF TUKWILA APR 15 2019 PER[AIT CENTER ail 29499 Rancho Pkwy. S, Ste 120 Lake Forest, CA 92890 Teo 049-287-9095 JOB#: 19-1489 STORE#: 624 PROJECT COORDINATOR ETA I L Aftmm D E S I G N 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 nommummommm J Q Co 00 W N Zto * W W ui �aa..P O < Cl) W 04 N N REVISIONS PRELIMINARY LANDLORD SUBMITTAL 03.11.19 HVAC CEILING PLAN SHEET NUMBER FROM UP5TREAMO LD 1 (E) ^, IOOAS IOOAF I gl n (E)IOOA 10%- 3P 24.5 KVA T5.8 A LIGHTING FIXTURE SCHEDULE MARK LEGEND VOLT COUNT MOUNT DESCRIPTION MANUFACTURER MODELNUMBER LAMPS INPUT NOTES WATTS 42 120 4 SURFACE LINEAR STRIP LIGHT LED W/ ACRYLIC CASE DIFFUSER COLUMBIA LCL4-30ML-ED-U LED 42 OR APPROVED EQUAL dC J 42 I20 I6 SUSPENDS D LINEAR STRIP LIGHT LED. GOLUMBIA LGL4-30ML-ED-U LED 42 OR APPROVED EQUAL !i R-I F_R_Tj mi 120 24 RECESSED RECESSED MULTI -SPOT ADJUSTABLE HEADS GONTEGH RDA4L23OK12MX 3W HTP LED IS OR APPROVED EQUAL J ® 120 2 SURFACE EXIT PACK IGN W/ 90 MINUTE BATTERY LITHONIA LXPW-I6-120-ELN LED 5 OR APPROVED G2 3 t.3 ❑ G_2 120 IS RECESSED RECESSED SQUARE DOWNLIGHT INTENSE LIGHTING 5545623000358 LED 3i.3 OR APPROVED EQUAL G3 G 3 120 2 RECESSED RECESSED b" SQUARE WET LISTED LED EATON LDSQbB 10 DL2 LED I I OR APPROVED EQUAL NOTES: 1) VERIFY WITH OWNER OR ARCHITECT BEFORE PURCHASING THE LIGHTING FIXTURES. 2) LI&HTIN6 ABOVE FOOD OR UTENSILS SHALL BE SHATTERPROOF. SINGLE -LINE DIAGRAM GENERAL NOTES 0) ALL CONDUCTORS SHALL BE COPPER A5 FOLLOWS: #12 AW6 AND SMALLER - SOLID, TA #10 AW6 AND LARGER - STRANDED, THAN, T14HN OR XHHW ALL CONDUCTORS SIZES ARE BASED ON 15°6 TEMPERATURE RATING (NEC. 2014 TABLE 310.16) b) ALL NEW CIRCUIT BREAKERS, FU5IBLE SWITCHES IN MAINSWITCHBOARD OR PANEL BOARDS SHALL BE SERIES RATED TO MATCH EXISTING AIG RATING OR APPROVED EQUAL OR 65KAIC, UNLESS NOTED OTHERWISE. ) MOTOR CIRCUIT PROTECTORS SHALL NOT BE A PART OF A SERIES COMBINATION INTERRUPTING RATING. d) SERIES COMBINATION AIG RATING SHALL NOT BE USED WHEN THE SECONDARY EQUIPMENT IN THE SERIES 15 SUBJECTED TO A TOTAL CONNECTED FULL LOAD MOTOR CURRENT OF MORE THAN 1% OF ITS AIG RATING. e) EQUIPMENT ENCLOSURES SHALL BE CLEARLY MARKED "CAUTION-5ERIE5 RATED SYSTEM - 65KAMP5 AVAILABLE, IDENTIFIED REPLACEMENT COMPONENTS REQUIRED", IN COMPLIANCE WITH 2O11 NEC SECTION 110-22. END USE EQUIPMENT SHALL ALSO BE MARKED WITH THE HIGHER SERIES COMBINATION INTERRUPTING RATING AS PER 2011 NEC SECTION 240-83(C). NO EXCEPTION. f) FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. 9) ELECTRICAL EQUIPMENT SHALL BE L15TED BY THE CITY, WHERE THE PROJECT 15 LOCATED, RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. h) NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. I) MAIN SERVICE WILL NOT ENERGIZED PRIOR TO THE BUILDING INSPECTOR'S RECEIPT OF A THIRD PARTY "NRTL" TESTING LABORATORY PERFORMANCE TEST CERTIFICATION FOR THE SERVICE GROUND FAULT PROTECTION. 2014 NEC, 230.45 SINGLE -LINE DIAGRAM KEYED NOTES THE EQUIPMENT SHOWN 15 EXISTING UNDER A PREVIOUS APPROVED OI CONSTRUCTION PERMIT, NOT A PART OF THIS SUBMITTAL, UNLESS NOTED AS NEW. PROVIDE NEW J-BOX, 51ZE MIN I6", AS REQUIRED PER NEC 314.28 ABOVE O2 GEILIN6 SPACE. TO INTERCEPT EXISTING FEEDER AND EXTEND NEW CONDUIT AND WIRE, 51ZE TO MATCH EXISTING FEEDER, TO NEW LOCATION OF RELOCATED PANEL BOARD ALONG WITH ANY EXISTING TO REMAIN ON PANEL CIRCUITRY.. REFER TO SHEET E-2 FOR EXACT LOCATION. INCLUDE ALL RELATED COST IN THE BASE BID. ELECTRICAL SINGLE LINE SCALE: NONE LIGHTING FIXTURE NOTES 0) ALL EQUIPMENTS MUST BE U.L. LISTED. NO EXCEPTION. I,) AUTO-RE5ETTING THERMAL PROTECTION MUST BE PROVIDED WHEREAS RECESSED INCANDESCENT LIGHTING FIXTURES ARE INSTALLED IN 6YPBOARD CEILINGS. } PROVIDE UL LISTED THERMAL BARRIER WHEREAS LIGHTING FIXTURES IN CONTACT WITH INSULATION. OR PROVIDE 3" MINIMUM CLEARANCE. d) WHEN LIGHTING FIXTURES ARE INSTALLED IN FIRE RATED CEILINGS OR WALLS, AN APPROVED FIRE RESISTIVE MANNAR CON515TANT WITH FIRE RATING OF GEILIN6 OR WALLS MUST BE PROVIDED. NO EXCEPTION. e) REFER TO LATEST ARCHITECTRAL REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATIONS. f) CONFIRM WITH ARCHITECTURE FOR LIGHTING FIXTURE SPECIFICATIONS PRIOR TO ANY ORDER. NO EXCEPTION. ,3) ALL FLUORESCENT LIGHTING FIXTURES MUST BE EQUIPPED WITH INTERNAL 511`1ITGH TO DISCONNECT ALL CONDUCTORS TO BALLAST FROM THE SOURCE SIMULTANEOUSLY, INCLUDING THE GROUNDED CONDUCTOR IF ANY. h) LIGHTING 5TANDAR175 REQUIRE A SEPARATE PERMIT. ALL 516N REQUIRE SEPARATE PERMITS AND APPROVALS ALSO. NO EXCEPTION. 076 *W ► I. SCOPE OF WORK FOR SPACE PERTAINS TO THE FOLLOWING: I.I. RELOCATE PANEL 'A' AS SHOWN ON POWER PLAN. 1.2. PROVIDE POWER PER POWER PLAN.. 1.3. POWER LIGHTING AS 5HOWN ON LIGHTING PLAN. 1.4. MAINTAIN CONNECTION TO HVAG EQUIPMENT ON TENANT PANEL. SINGLE LINE DIAGRAM 15 BASED ON LIMITED INFORMATION GIVEN. VERIFY IN FIELD BEFORE ISSUING ANY BID. NOTIFY THE ENGINEER IMMEDIATELY IF ANY MAJOR DISCREPANCIES OCCUR. NO COMPENSATION WILL BE MADE AFTER BID. NO EXCEPTIONS. CONTRACTOR NOTES I THE DESIGN 15 BASED UPON 2004 A5-BUILT DRAWIN65 AND MAY DIFFER FROM CURRENT 51TE CONDITIONS. CONTRACTOR SHALL FEILD VERIFY EXISTING ELECTRICAL BEFORE I5SUIN6 ANY BID. NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES OCCUR. NO COMPENSATION SHALL BE MADE AFTER BID IF CONTRACTOR FAIL5 TO VERIFY EXISTING CONDITIONS IN FIELD BEFORE BID. (RELOCATED PANEL) PANEL A' LOCATION STORAGE BUS RATING 1 OOA 120 208 V 3 E 4 W MAIN (AMP) 100A MOUNTING: SURFACE DESCRIPTION VOLT AMPS i G E c i s gKR cKT N0 Bus A B VC CKT N0 BKR i s E c T 6 VOLT AMPS DESCRIPTION A B C PIA OB (4C SALES LTGS 600 1 120-1 1 2 20-1 1 11080 1 CONV OUTLETS 4 20-1 900 CONV OUTLTES FRONT DOOR LTGS 600 20-1 3 6 20-1 720 CONV OUTLETS BACKROOM LTGS 600 20-1 5 8 20-1 720 CONY OUTLETS TIMECLOCK 50 20-1 7 10 20-1 720 P.O.S STATION SHOWWINDOW OUTLET 1400 20-1 T 12 20-11 1 540 CONY OUTLETS SHOWWINDOW OUTLET 1400 20-111 MANAGER DESK 360 20-113 14 20-1 300 E AFU 16 20-1 1800 MICRO REF STORAGE REC 360 20-115 18 25-1 2400 INSTAHOT 20-117 20 0 3324 (E)DUCT HEATER 20-119 22 324 ---- 20-121 24 3 3324 ---- 20-123 SUB-TOTAL 9A= 6434VA BB= 9104VA BC= 8984VA TOTAL CONNECTE_D_VA = 24522 NOTES: LCL @ 125 % 0 = 0 1 DENOTES EXISTING CIRCUIT BREAKER TO REMAIN; ALL OTHERS ARE NEW TOTAL OTHER LOAD - 0 TO MATCH EXISTING. PANEL LOAD = 24.5 KVA FEEDER AMPS = 75.6 A 2 VICINITY MAP 7 J CAUTION &MEP ENGINEERS SHALL NOT BE RESPONSIBLE FOR ANY ELECTRICAL CHANGE ORDERS THAT MAY OCCUR SHOULD FINAL BIDS AND/OR CONSTRUCTION BASED ON THESE DOCUMENTS BE STARTED PRIOR TO ELECTRICAL PLAN CHECK APPROVAL. ALL WORK TO COMPLY WITH THE 2015 MCC, IBC, UPC AND UMG AND THE 2011 NEC WITH STATE AND LOCAL AMENDMENTS. ALL EQUIPMENTS SHALL BE U.L. L15TED AND INSTALLED ACCORDING TO THE LISTING. CONDUCTORS: ALL CONDUCTORS SHALL BE COPPER AS FOLLOWS: #12 AWG AND SMALLER - SOLID, TN #10 AWG AND LARGER - STRANDED, THWN, THHN OR XHHW ALL CONDUCTORS SIZES ARE BASED ON 15"C TEMPERATURE RATING (NEC. 2014 TABLE 310.16) MOUNTING HEIGHT FOR RECEPTACLES AND CONTROL DEVICES: 0) THE BOTTOM OF ELECTRICAL AND COMMUNICATION RECEPTACLES INTENDED TO BE USED BY THE OCCUPANT SHALL BE LOCATED NO LE55 THAN I5". [ADA ACCE55161TY GUIDELINES 4.21.51 b) RECEPTACLE OUTLETS SHALL BE LOCATED ABOVE, BUT NOT MORE THAN 20 IN, ABOVE, THE COUNTERTOP. SUGGESTION HEIGHT 15 6" [NEC 210.52.C(5)] ) THE TOP OF 511ITCHE5 SHALL BE INSTALLED NOT LE55 THAN 36" NOR MORE THAN 46"ABOVE THE FINISH FLOOR. d) THERMOSTAT CONTROLS SHALL BE LOCATED NOT LE55 THAN 36" NOR MORE THAN 46" ABOVE FINISH FLOOR LINE. IMPORTANT BID NOTES: 0) DUE TO THE SMALL SCALE OF DRAWIN65, IT 15 NOT ALWAY5 P0551BLE TO SHOW ALL DEVICES WHICH MAYBE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR EXTRA DUE TO CONTRACTOR'S FALIURE TO VISIT THE JOB SITE AND/OR FAILURE TO DETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. b) REFER TO COMPLETE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRANINC75 FOR ADDITIONAL NOTES, SPECIFICATIONS, DETAILS, CONTROLS, ETC. REPORT TO ARCHITECTURE IMMEDIATELY IF ANY CONFLICTS OCCUR BETWEEN THE DRAWINGS AND INCLUDE ALL COST PER ARCHITECTURE'S CLARIFICATION IN BASE BID. THIS REQUIREMENT WILL BE STRICTLY ENFORCED. NO CHANGE ORDER-5 WILL BE ALLOWED IF THE CONTRACTOR FAILS TO PERFORM THI5 FUNCTION. DEMOLITION NOTES a) THE DRAWIN65 5HOW THE WORK TO BE IN PLACE AT THE COMPLETION OF INSTALLATION. MAKE NECE55ARY ALTERNATIONS TO COORDINATE AND CONNECT THE EXISTING ELECTRICAL WORK WITH THE NEW SUCH THAT, WHEN THE WORK 15 DONE, THE ENTIRE ELECTRICAL INSTALLATION, EXISTING AND NEW, 15 IN COMPLETE OPERATING CONDITION. b) UNLESS SPECIFICALLY NOTED ON THE CONTRARY, ALL EXISTING LIGHTING FIXTURES, SWITCHES, CONTROLS AND OTHER MATERIALS OR EQUIPMENTS WHICH ARE REPLACED BY NEW AND ARE NOT INDICATED TO BE REUSED SHALL BE RETURNED TO THE OWNER OR BE DISPOSED AS DIRECTED BY THE OWNER. C) EXISTING MATERIAL TO REMAIN UPON COMPLETION 15 INDICATED ON DRAWING5 AS EXISTING. FEEDERS (CONDUIT AND WIRES) ARE EXISTING TO THEIR RESPECTIVE SOURCE. ALTHOUGH NOT INDICATED ON THE DRAWINGS, TEMPORARY REMOVAL OR RE-ROUTE CONDUITS AND REPLACE EXI5TIN& WIRE5 WITH NEW DURING CONSTRUCTION WORK MAYBE REQUIRED. d) PROVIDE AND INSTALL NEW COVER PLATES FOR ALL REMOVED OUTLETS, SWITCHES, LIGHT FIXTURES, AND OTHER ELEGTRIGAL DEVICES WHEN THE OUTLET BOX 15 TO REMAIN. e) REMOVE ALL EXISTING ABANDONED FEEDER5 (CONDUITS AND WIRE5) BACK TO PANEL BOARDS. LABEL NEW PANEL DIRECTORY AS "SPARE". f) MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEMS, EQUIPMENT, ETC., FED BY ABANDONED OUTLET. THEY SHOULD BE IN OPERATION AFTER THE WORK 15 DONE. MAINTAINING CONTINUITY SHALL CON515T OF RE-ROUTING OF CONDUIT AND WIRING, AS REQUIRED TO SUIT THE EXISTING CONDITIONS. 9) DASHED J-BOX DENOTES APPROXIMATE LOCATION OF EXISTING BOXES IN ACGE55I5LE CEILING SPACE. ALL CONDUIT 5HOWN FROM J-BOX 15 NEW UNLE55 5HOWN OTHERWISE A5 DASHED. REFER TO ELECTRICAL SYMBOL LIST. h) EXISTING LOADS 5HOWN ON PANEL SCHEDULES ARE BASED ON ASSUMPTIONS MADE BY FIELD VISIT, ELECTRICAL BILLS OR PUBLIC RESOURCES. NOTIFY ENGINEER IMMEDIATELY IF LOADS EXCEED 16 AMPS ON ANY 2OA/IP CIRCUIT. NO EXCEPTION. 1) CAREFULLY REVIEW ARCHITECT'S DEMO DRAWIN65 FOR LOCATION OF WALL5 BEING REMOVED UNDER THIS SCOPE OF TH15 WORK AND REMOVE ALL FEEDERS (CONDUITS AND WIRES) BACK TO LAST DEVICE LEFT IN SERVICE. DO NOT LEAVE ABANDONED. J) CAREFULLY REVIEW ARCHITECT'S DEMO DRAWINGS FOR EXISTING FLOOR BOXES BEING REMOVED UNDER THI5 SCOPE OF WORK. REMOVE FLOOR BOXES AND ALL FEEDERS (CONDUITS AND WIRES) BACK TO LAST DEVICE LEFT IN SERVICE. DO NOT LEAVE ABANDONED. I GENERAL ELECTRICAL NOTES a) VERIFY IN FIELD. ADJUST THE LOCATIONS OF HOMERUNS AND CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF NEEDED. COMMUNICATE WITH ENGINEER IF DE-516N SHOULD BE ALTERNATED. NO EXCEPTION. b) IDENTIFY ANY OBVIOUS EXISTING CODE VIOLATIONS THAT OCCURS AS AN EXISTING CONDITION AND PROVIDE SEPARATE PRICING TO CORRECT THE CONDITION SO THAT IN THE END, THE ENTIRE ELECTRICAL INSTALLATION COMPLIES WITH THE NATIONAL ELECTRICAL CODE AND ALL OTHER LOCAL CODES. C) IF THERE 15 ANY DEVIATION FROM THE CIRCUITRY SHOWN, PROVIDE A5-5UILT DRAWINGS INDICATING SUCH. d) AT THE COMPLETION OF CONSTRUCTION WORK, AND PRIOR TO THE FINAL REVIEW BY THE ARCHITECT, PROVIDE PANEL DIRECTORIES IN PANEL50ARD FRONTS REFLECTING ALL CHANGES MADE DURING CONSTRUCTION. ELECTRICAL SYMBOL LIST SYMBOL I DESCRIPTION SECTION 1. SYMBOLS FOR CONDUITS HOMERUN TO PANEL OR EQUIPMENT AS NOTED CONDUIT RUN CONGEALED IN WALL OR ABOVE FINISHED CEILING OR AS NOTE BRANCH CIRCUIT, 2#12 IN 1/2" CONDUIT OR A5 NOTED OR SYMBOLIZED A5: 1/2"C: 3 #12 1/y/I 3/4"C: 6 #12 1/2"C: 4#12 — ff/f{/f- 3/4"G.--T #12 3/4"G.-5#12 --ZW- 3/4"G.-8#12 CONDUIT IN OR UNDER SURFACE A5 NOTED, 5/4" MINIMUM SIZE. CONDUIT RUN WITH EQUIPMENT GROUNDING CONDUCTOR, SAME 51ZE AS CIRCUIT CONDUCTORS, OR AS NOTED. }IC, CONDUIT RUN WITH ISOLATED GROUNDING CONDUCTOR, SAME 51ZE AS CIRCUIT CONDUCTORS, OR A5 NOTED. —EM — CONDUIT WITH EMERGENCY CIRCUIT —X — EXISTING CONDUIT TO REMAIN. _R _ EXI5TIN6 CONDUIT TO BE REMOVED. SECTION 2. EQUIPMENTS A ELECTRICAL PANELBOARD, FLUSH OR SURFACE MOUNTED AS INDICATED LETTERED BALLOON INDICATES DESIGNATION Q JUNCTION BOX, ABOVE CEILING, OR A5 REQUIRED TO 5UIT THE APPLICATION Q APPROXIMATE LOCATION OF EXISTING J-BOX IN ACCESSIBLE CEILING SPACE 0 J-BOX MOUNTED TO UNDERSIDE FACE OF SLAB BELOW ® TELEPHONE OUTLET IN WALL, +18" OR A5 NOTED SINGLE GANG OUTLET BOX WITH 5/4" CONDUIT AND PULL WIRE TO ACCESSIBLE CEILING SPACE. 0 DATA OUTLET IN WALL +IS" OR AS NOTED. SINGLE GANG OUTLET BOX WITH 5/4" CONDUIT AND FULL WIRE TO ACGE5515LE CEILING SPACE. COMBINATION TELE/DATA OUTLET BOX, +IS" OR AS NOTED. SINGLE GANG OUTLET WITH 5/4" CONDUIT AND FULL WIRE TO ACCE551BLE CEILING SPACE. WALL MOUNTED 2 HOUR BY PASS TIMER (TORK #A500 SERIES) $EXH EXHAUST FAN 5WITGH, +45" OR AS NOTED ON MECHANICAL DRAWINGS I D 0-60 MINUTES EXHAUST FAN TIMER. LOCATE PER MECHANICAL DRAWINGS. ® EXHAUST FAN, F.B.M., WIRED BY ELECTRICAL S MANUAL MOTOR RATED 5WITGH LOCATED ® EQUIPMENT $ L PROJECTION SCREEN RAISE/LOWER 5WITGH, F.B.O., INSTALLED BY ELECTRICAL ❑y FUSED DISCONNECT 510,1ITGH, SIZE AND FUSED AS NOTED ON PLAN $ SINGLE POLE SWITCH, +42" OR A5 NOTED WALL MOUNTED DIMMER, 1000 WATT RATING OR AS NOTED. HEIGHTMOUNTING +42" A.F.F. OR A5 NOTED, TELEPHONE TERMINAL BACKBOARD (TTB), 3/4" THICK GDX PLYWOOD 2'X8' UNLE-55 NOTED OTHERWISE. SAND 4 PAINT BOTH SIDES. SECTION B. RECEPTACLES ® DUPLEX RECEPTACLE FLUSH IN FLOOR BOX WITH DUPLEX HINGE COVERS DUPLEX RECEPTACLE IN WALL 12OV, 20AMFS, +18" A.F.F, 3" ABOVE COUNTER OR AS NOTED. > TWO -GANG DUPLEX RECEPTACLE (QUADPLEX) IN WALL, +18" A.F.F OR AS NO GFI GFI DUPLEX RECEPTACLE IN WALL, +42" A.F.F OR A5 NOTED DUPLEX RECEPTACLE (20 AMP) +IS" OR AS NOTED (ON A SEPARATE CIRCUIT) SPECIAL RECEPTACLE NEMA TYPE AS DESIGNATED, +16" OR AS NOTED ® FLUSH POKE THRU COMBINATION TELE/DATA AND DUPLEX SECTION 4. 5EN50R5 GEILIN& MOUNTED ONE WAY MOTION SENSOR WITH 5WITGH PACK (THE WATT STOPPER GX-100); COVERAGE UP TO 2000 S.F. CEILING MOUNTED TWO WAY MOTION SENSOR WITH 5WITGH PACK (THE WATT STOPPER UT-300-1); COVERAGE UP TO 500 50. FT. (THE WATT STOPPER UT-300-2); COVERAGE UP TO 1000 50. FT. (THE WATT STOPPER UT-300-3); COVERAGE UP TO 2000 SQ. FT. D GEILIN6 MOUNTED DUAL TECHTWO WAY MOTION 5EN50R WITH SNITCH PACK IN RE57ROOM (THE WATT STOPPER PT-300) cow GEILIN6 MOUNTED TWO WAY CORRIDOR MOTION SENSOR WITH 5WITGH PACK (THE WATT STOPPER "AT'). OR EQUIVALENT. WALL MOUNTED MOTION SENSOR THE WATT STOPPER "WA-500" . OR EQUIVALENT. IDD WALL MOUNTED DUAL TECHTWO MOTION SENSOR (THE WATT STOPPER "WA-300").OR EQUIVALENT. O ELECTRONIC PRO6. THERMOSTAT OUTLET IN WALL +45" OR A5 NOTED. 51NGLE GANGE WITH 3/4" WITH FULL WIRE TO +6" ABOVE ACCESSIBLE CEILING SPACE. SECTION 5. MISCELLANEOUS ® REFERENCE TO PLAN NOTES • UP CONDUIT STUBBED UP o DN CONDUIT SUBBED DOWN (E) DENOTES EXISTING TO REMAIN (N) DENOTES NEW TO MATCH EXISTING O DENOTES EXISTING RELOCATED DEVICE AT NEW LOCATION (ER) DENOTES EXISTING DEVICE TO BE RELOCATED (NL) DENOTES NIGHT LIGHT FIXTURE AND SHALL BE EQUIPPED WITH 010 MINUTE BATTERY PACK, ONLESS NOTED OTHERWISE. RECEIVED CITY OF TUKWILA APR 15 2019 PERMIT CENTER D19__ _014?"e> T L ENGINEERS 26439 Rancho PW - S, Ste 120 Lake Forest CA 92630 Tet 949-267-9095 JOB#: 19-1489 STORE#: 624 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 -J 00 co W d. 00 w cm rn z4t*1 ww I.- a t - 0 U) w N N N REVISIONS ELECTRICAL GENERAL NOTES & SINGLE LINE SHEET NUMBER J EXIT CORRIDOR TECH vi5roNNErtD LL GENDER TRAW_ -,FORMER -j ESTROOM TI 5 5d .............. TIME CLOCK N KEMA I � �l /)I /XIMALL CORRIDOR NOT A PART 5d 5d Sd A-3 A-5 J_ SCALE: 1/4"=I'-O" CEILING MOUNTED ROTAINI1011 OITLET5 L Fop '2 - ------ — ­150 1 � 10 '-4" T-4 " 4 2 m lei R EXIT CORRIDOR 31'-6" ICI NOT A PART 105 L . ..... - --- ------ --- 2 ALL GENDER A-15 A-16 A-15 RESTROOM — - - J VirTH FULL WIRE -SAIAICUT 5LA5 112"FVC, CONDUIT UNDER SLAB 20'-5" .0 10 5TU5 UP AS\/ OIL& FOR V T ---------- --- + 2 STOCKROOM SALES AREA DN # —ENTRY L 103 VN 0 102 fol A-15 514"C.,2#100U. 10 A1,10 E)MALL CORRI k A-15A NOT A PART a I TA" TA" 5-7" CORRIDOR 7 7 7 7 7 7 7 7 7 7 7 7 7i i i iZ 1 7 JOB#: 19-1489 STORE* 624 EMMMMERESSIMMME� AIL"jw zj 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 z rA Tr � Tr z Z w OMM4 Z '< I 14 'T' El W U W 0 tq _j Lu ILL w 3: REVISIONS NARY LAND PRELIM] LOAD SUBMITTAL 03.11.19 ELECTRICAL POWER PLAN ELECTRICAL POWER & LIGHTING PLANS IMPORTANT PLAN CHECKER NOTES 1. THE SPACE 15 IN51DE A MALL. NO DAYLIGHT ZONE. ELECTRICAL KEYED NOTES (D DENOTES THE PRIMARY DISCONNECT FOR THE TRANSFORMER. REFER TO 5IN&LE LINE DIAGRAM FOR THE SIZE. PRONADEJ-EOX WITH DISCONNECT MEANS FOR CONNECTION TO THE IN5TAHOT. REFER TO PLUMBING DRA104IN65, FOR THE INSTAHOT SPEC 515—ORIE ROUGH IN. PROVIDE NEA J-BOX, 51ZE MIN 16", AS REQUIRED PER NEC, 31425 ABOVE CEILING SPACE. TO INTERCEPT EX15TIN6 FEEDER AND EXTEND NEW CONDUIT AND WIRE, SIZE TO MATCH EX15TIN6 FEEDER, TO NEN LOCATION OF RELOCATED PANEL BOARD ALON6 WITH ANY EX15TIN6 TO REMAIN ON PANEL CIRCUITRY.. REFER TO SHEET E-2 FOR EXACT LOCATION. INCLUDE ALL RELATED COST IN THE BASE BID. RECEIVED CITY OF TUKWILA ra APR 15 2019 ENGINEERS PERNIITct,ql'LR 26439 Rancho Pkwy. S, Ste 120 Lake Forest CA 92630 TeL 949-267-909S SHEET NUMBER ®0 Lightng-5uinmary;':LGT, SUK JOB#: 19-1489 STORE#: 624 Project Title: WALKING COMPANY Date 7/1/2016 General Note - In Salseareas, art increase in lighfing poher allovsnce is permitted for fighting instaRedspecfficaliyfor the purpose of highfightingmerchanothm. Only Sales areas iflumbuded wfh For Building Department Use eligible memheahm dffelaylightingmaybe incfudedin the Gress IntedorArea undereach Retail category. This lighfingpmler allowance is the Maximum Retail DisplayAlknience OR the Total Retail Pmposed Display Watts, whichever is /ass. Proposed retail display lighting vattage that exceeds this allovsnce is applied to generel area lighting. Maximum Allowed Retail Display Lighting Wattage Location (plan #, Gross Interior Allowed Watts Watts Allowed room #) Retail Sales Area TypeNOTE I Area in t? per t? NOTa s (wattarff x area) i02 Retail 3: Furniture, Clothing, cosmetics, artwork 940 1.40 1316 Total Retail With Display Ano 940 Total Watts 1316 Retail Display Lighting Base Allowan 500 Maximum Retail Display Ailowancto"a 3 1E76 Proposed Retail Display Lighting Wattage " "' Retail Area Location (plan #, room #) Fixture Description NOTE 5 Number of Fixtures Wattsper FixtUMNOma Watts Proposed Retail 102 RECESSED ADJUSTIBLE MULTISLOT 24 18 432 Total Retail Proposed Display WadsullsI RETAIL DISPLAY WATTAGE ALLOWANCE -AS.PROPOSED Retail Display Power AlimanCENOTE8 Proposed Retail Display Lighting I Retain 1 Retail 1 Retail Totals from LTG-tNT-DISPLAY 4az qg2 q32 Retaii4 Note 1- Select retail sales areas tram drop dove menu. Only retail sales areas that complywth C405.4.22.1 may be entered in this table. Note 2 -Retail displayligh6ngpover allowances per C405.4.2.2.1, Equation 4-11 Note 3 -Maxtmum retail display wettaga allovsnce as calculated per C405.4.2.2.1, Equation,1-i 1. Note 4 -Only sepamtelycontrolied ratell displayfixtums that am fndependantofgeseml area fighting perC405.4.2.2.1 maybe entered f , this table. Note 5 - Forpmposed Fixture Description, list ALL proposed displayifghb'ngfixteres. Indicate fixture type, lamp type (e.g. T-8), numberof lampsin the fixture, and ballast type pl included). Fortmck Iighhng, list the length of the track (in feet) in addition to the fixture, lamp, and baflastinfornafon. Note 6 -For proposed WattsrFixhrra enter the fumfnatre wattage for installedfamp and ballast uaing manufacturer or other approved so — For luminaries with screwin temps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage ofthe transformer. Forline voltage tmckbusvay systems, enter the lager of the attached luminaires vattage or 50 vathilineaf foot, or enter the vattage hmftof permanent current limiting device. Note 7 -Total Retail Proposed Display Watts is automafidallyentmed Into the Pmposed Frdure Wattage table in LTG] NTSPACE. Note 8 -Retail display lighting pow afiowence is the lesser of the Maximum RetelDispiayAliovence OR the Total Retail Proposed Display Watts. Retail display wetvge allowence is automaticallyentered in the Maximum Agowed Lighting Wattage table in LTG.INTSPACE. Nota9- Enters unique title for each lobbyam. In project that has aWexhibit displayfighting. Note to_ Lobby art and exhibit display voltage allows... par Table C405.4.2(2), Footnote c = 0.5 WARNote i t - Proposed dispvyfighting totm letters for each fobbyaa perinformation entered into Pmposed Lobby AdDispiay Lighting Wattage True: WALKING COMPANY ilation O 0 will n - 0 Addition _a. standalone +existing 0 Spaces where < 50 % of g Spaces where a 50 % of 0 luminaires are replaced luminaires are replaced ® Standard Q Additional Efficiency Package Opton O ilatiori C406.3 Reduced Interior Lightiig To comply wth C406.3, the Proposed LPD shall be 25%/suer than the Target IPA. I] Maximum Allowed Lighting Wattage"'Ta1 L Hon(plan#, Ceiling Gross interior Allowed Watts Allowed oom#) Space Type IHeight"sTEd Prea In Rs Watts Par I (watis/fiz Xerox) S.1—ma 1 940 1 1.270 1 1194 Total Lobby ArVExhibit Oisplay Allowance from LTG-Ind-DISPLAY"o" Provosed Liehtir z Wattaee N "J LTC-INT-DISPLAY 432 Nlowed Watts 2173 Localion(plan#, room #) Fixum Description rota Number of F.t. Watts/ FkWau Wens "Proposed UtEAR STRIP LIGHT W/DIFFUSER 4 42 168 672 LINEAR STRIP LIGHT 16 42 671 RECESSED SQUARE LIGHT 18 37 Proposed Revd Display Lignting from LTG.INT-DISPLAY Total Proposed Wattsmaynot exceed Total Aifowed Wafts for lntene, Lighting Total Proposed Watts 432 1943 [Interior Lighting Power Allowance COMPLIES Note 1 List all unique space types per Table C4064.2(2) that occ rin the project scope. Selectspace type category perfrom dmp down menu. Note 2 -Indicate ceiling height foratriums and spa es u8lring the ceiling height adjuslarent per Table C4054.2(2), Footnotes d fhm f. Note 3 -List aff proposed lighting fixtures #ich exig, exempl fighting equipment and exfsfing-to-mmem fixtures. Note 4 -Forpmposed Fixture Description, indicate fixture type, tamp type (e g 78), number of tamps in the fixtum, and ballast type (if included). For track lighting, a list the length at the exemption feete in add'@on to the xcepti lamp, andballast inform afron. Note 6 - ForLghtirg equipment fixtures eligible for exemption per lumpo 1, note tang aft numberandn t leave rem arac,t reblan Fixtures. Note 6 -Existing-to-remain (xfums shai/be included in @a Professed Lighting Wattage table to the samomanneras new lxtures. tdenti/y as existing fixfore in rprop slid W5on. Note 7-Forpmposed Wattawin lamps, luminaimwattagefor tedmad lamp and ballast using eftlomanufacturer t the lampapproved soume. For luminaires with screwin lamps, enter the manufacturer's listed maximum Input wattage of the 5xlure (not the lamp wattage). For low volage lighting, Color the voltage of the transformer. For line-hige track uswey systems, enter the larger of the attached luminaim wattage or 50 wettsfiineal foot, or enter the wattage limit otpernarent current limiting device. Note 8 - LobbyArVahkat 0hplayAiiehence is independent &M. Maxtmum Allowed Lighting Wattage. Note 9 -Calculation Ala Devils_ a. fighting fixtures in a building addition may comply as a stand alone project, or they may be combined hill, the overall existing building lighting systems to demonstrate, compliance. Refer to C502. 1. Project Title: WALKING COMPANY Date 7/1/2016 Interior Lighting System Description Interior Lighting Power 0 Building Area Method 10 Space -by -space Method Allowance Method Safest method used in project. Interior Lighting Controls ®All C405.2.1- C405.2.8 Controls Q C405.2 Exception 5 Lummaim Level Lighting Control (LLLC) I= Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To compfywth C406A no less than 90% of the total fnstalledintedor fightingpover shalle-gly will requimd coasts perC406.4. Dwelling Unit Interior emranmfiyinsiafledinfedorlighb'ngfixNms in duelling beftscomplywth: Q Lighting GC405.2 thin C405.5 Commercial Lighting Controls and LEA OC406.3 High Efficacy Lighting 0 Exterior Lighting System Description Project Info Project Title: WALKING COMPANY Date 7/1/2016 Compliance AppFwntlnlbrmaRon. Provide contact information For individual Me can For Building Department Use to_ do not respond to inquiries about compiianwhanot hrubar afion prevfded. .go -a Company Name: Passwordto Company Address: use. Instmclionaf and Applicant Name: calculafing cells are adle- protected. Applicant Phone: Appli of Email: Project Description E3 New Building ❑Addition Q Aft hition 0 Plans included Include PROJ-SUMfonn (mcludedin envelope forms workbook) wth Iightingcompiliance forms. Building Additions Complian-Method §edoriightig Exiedoriighting Lighting systems in addition area Comply with all applicable O i E Refer to Seodon C502.2.6 for additional provisions as a stand ions new corstruction project ----- Lighting systems m addition arecombined withexisting O El requirements. building lighting systems to demonstrate Compliance Addltfon is combined with existing: Forkoertor fighting projects, mcludenew+ existing intedarllghting fixture wattage in Pmposed Lighting Wattage table /n LTG4NT-BLD orl.TG-INTSPACE form. Forexierfor lightingpmjects, includenew+existing exterior lighting fixture wattage in Proposed Tradable and Pro-andiNon-Tradable Lighting Wattage tables in LTG-EXT fore. Interior and Exterior Lighting Power Intedorfighting I Parking gamge Exterior lighting Lighting Alterations 50%or more of existing am replaced i (ta Q I] Setectailtighfing Powerand Lighting Control elements that apply to the scope Less than 50 % of existing are replaced; Q L3 Q of Me mbofit project. If project includes a combiraflonofspaceswhere less than Lamp and/or ballast replacement only 50% of the existing #xfums am replaced -exisfi g total wattage not increased �0 0 in some spaces, and 50%ormom of Me fixtures.m roplacedinothehathen --'-- -'--'-I------ 50%ormorereplaced-Total bghUngpovarofnew+existing4o-remainfixtums shall wraplyvith provide separate lightingpowar total LPA per Sections C405.4.2 and C405.5.2. Include new+existing-to-mmatnfixtures in compliance forms for the two merit PmposedLfghting Wattage table In LTG-INT-BLD, LTG-INT-SPACEor LTG-EXTform. conditions. Spaces undergoing the same Less than 50%replaced- Total lightingpower of now +exsting-to-mmain fixtures shall not exceed type ormtrefit may be combinedinta one thetotallightingpowerpriortoaltemfion. Include new+existing-to-mmam fixtures in the Proposed fighting paw compliance torn. Lighting Wattage table in LTG4NT--BLD, LTG-INT-SPACEor LTG-EXTfonn. 50%threshold applies to numberof luminaires for intwor spaces and parking garages, and total Rater to Section C503.6 for additional insta/ledvatege for extedoriumfnathes. .quan ments. Lighting Controls Ntedor Gghsrg - -'--' 'L'--- -� i Parking gamge ---�--'------ Exterior fighting All aRerrawn lighting controls shellbe New wiring installed to serve add d Fixtures and/or fixa ms relocated to Q Q rtew eircuit(e) commissionedAerC408.3. New or moved lighting Parei C3 Q I Q Interior space is reconfigured �- _-- O litormaires unchanged or miomted { ; Newwiring orclmuft - Formtedorlighting, provide required manual ConWis per C405.2.3, occupancy sensors enrols per C405.2. 1, daylight responsive controls per C405.24 andapplissfion 1= No changes are being made m specific lighting controls per C405.2S. Forextedor fighb'ng, provide required controls per C405.2.7. the Interior or exterior fighting New or moved panel - Provide all applicable fighting controls as noted for New irdngand automatic systems andexfsting space time snitch controls per C405.2.2. uses and configuration are not Reconfigured fnvrforspace- Prmalealimquimditghfingcontrels that apply to a newinterier changed, space.Applicationspecificlightingoontrol provisionsper C405.2.5do not apply to mconfigured Change of Space Use 0 Existing interior Fighting systems in areas under -going a change in space use are upgraded to comply will LPAs for the new space types per Tables C405A.2(1) or C405A.2(2). Identify intedorspaces requidngLPD upgrade to the Conant Contain Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACEform. RECEIVED CiTY OF TUKWILA APR 15 2019 PERIM T CEN1ER ENGINEERS 26439 Rancho FPkaorest 5Ste 120 Lake Rancho 92630 Tel: 949-267-9095 1620 5TH AVE SUITE 110 SAN DIEGO, CA 92101 PH: (619) 215-1677 Z Z W Q ~ Z U W U O U) 0 J W h N W �S REVISIONS J Q GO CO K, W W N O) h Q W W SQJ � Nh~- N Q) N N PRELIMINARY LANDLORD SUBMITTAL 03.11.19 FINA(�)._YIEt-VED FOR i 04.01-19 ELECTRICAL SEATTLE LIGHTING FORMS SHEET NUMBER E-3.0 MAY EXTEND AS A FIXTURE 50HEOULE GENERAL PLUMBING NOTES JOB#: 19-1489 CLEAN ��WASTE OR VENT STORE#: 624 -OUT I 1 �u 9 F I. EXISTING CONDITIONS ARE BASED ON LIMITED FIELD VERIFICATION. ITEM DESCRIPTION MAKE/MODEL i REMARKS CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO 15. LAVATORIES IN PUBLIC RE5TROOMS SHALL BE LIMITED TO 055PM WALL ADDITIONAL EXPENSE TO THE TENANT. 16. ALL FAUCETS SHALL COMPLY WITH CALIFORNIA PROPOSITION 65 AND SHALL 2. ALL CONTRACTORS SHALL REVIEW A COMPLETE SET OF CONSTRUCTION BE CERTIFIED TO NSF STANDARD 61 SECTION q FOR DRINKING WATER PLUGGED TEE W/CLEANOUT WATER CLOSET, FLUSH TANK, ADA TYPE. 126 GPF. VERIFY W! OWNER OR ARCHITECT FOR EXACT FIXTURE hIG-I KOHLER OR EQUAL - 3" 2" 5/4" DOCUMENTS. PLUMBING CONTRACTOR SHOULD COORDINATE HI5 WORK WITH COMPONENTS. r T _ 128 GPF SPECIFICATION BEFORE PURCHASING FIXTURE ALL OTHER TRADES. THIS INGLUDE5 COORDINATING THE LOCATION AND 512E OF ALL OPENINGS, LOCATIONS OF EQUIPMENT PAD, AND CHANCES OF IT. ALL REQUIRED GLEANOUTS SHALL BE INSTALLED A5 PER SEC.'TOTO d IND OF FLOOR LINE ELEVATIONS. THE 2016 CALIFORNIA PLUMBING CODE. � x L_I LAVATORY TED 1-1/2" 2" 1-1/2" 5/4" 3/4" OS GPM FAUCET. VERIFY SELECTION W/ ARCH d OWNER. B. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH DEMOLITION RESPONSIBLE 16. FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE e ` TO BIDDING AND START OF WORK. CONTRACTOR 15 RESPONSIBLE ALL SYSTEM AND GIBJEOT TO INFREQUENT USE SHALL BE PROVIDED WITH AN f at Ec EXI5TINC AS REQUIRED FOR INSTALL.ATIOWCONSTRUCTION OF NEW WORK. APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS. GHRONOMITE CHRONOMITE SR20L 120Y 2400W I PHASE OR EQUAL. VERIFY W/ IWH-I INSTA-HOT WATER HEATER - - - 5/4" 3/4" OWNER OR ARCHITECT FOR EXALT FIXTURE SPECIFICATION BEFORE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL Iq. NEW WATER CLOSET AND ASSOCIATED FLU5HMETER VALVES SHALL BE NO SR20L OR EQUAL FURCHA51N6 FIXTURE EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. VERIFY LOCATION, MORE THAN 126 GALLONS PER PLUSH AND SHALL MEET THE AMERICAN NOTE ELEVATIONS, AND 51ZES OF ALL EXISTING PLUMBING AND INFORM THE STANDARDS INSTITUTE STANDARD A1121g2 Hd5 CODE, SECTION 1'ig21.3(B). PROJECT COORDINATOR BALANCE OF PIPING SAME 'PLUMBING FIXTURES MUST COMPLY WITH GREEN BUILDING STANDARDS ARCHITECT OF ANY DISCREPANCIES. NO ADDITIONAL COMPENSATION WILL AS CLEANOUT TO GRADE. BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VI51T THE 20. NEW URINALS AND ASSOCIATED FLUSHMETER VALVES SHALL BE NO MORE JOBSITE AND/OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE THAN 0.125 GALLONS PER FLUSH AND SHALL MEET THE AMERICAN TYPICAL WALL CLEANOUT SUBMITTING HIS BID. ANY DISCREPANCIES SHALL. BE IMMEDIATELY REPORTED STANDARDS INSTITUTE 5TAN17ARD A112.N2 H45 CODE, SECTION 111121VE). RETAIL TO THE ARCHITECT FOR RESOLUTION. NO EXCEPTION. 21. ALL PLUMBING VENTS SHALL TERMINATE NOT LE55 THAN TEN(10) FEET FROM SCALE:NONE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL OR AT LEAST THREE (9) FEET ABOVE ANY DOOR, OPENING, FRESH AIR A%M _ ---- -- _ _ - ---. - -_-_ -- INTAKE OR VENT SHAFT. - -..-- ; IMPROVEMENTS O THE PREMISES. 5H/ALL AL R D C' S -- - -- - - - -�-- `- -- - 22 CONDENSATE DRAIN LINES AT 1% AND SLOPE ALL SEWER PIPING ':.. 50 BE �' N RESPONSIBLE FOR ALL COSTS RELATING TO THE RELOCATION OF, DAMAGE SLOPE ALL GOND O P P 6 TO, REPAIR OF ANY EXISTING UTILITY RUNS AND/OR IMPROVEMENTS WHICH MINIMUM OF 2%. 1620 5TH AVE ARE DAMAGED AS A RESULT OF WORK IN OR AROUND THE PREMISES. -E05 EXIT CORRIDOR 03 , ` 25. WA5TE 4 VENT PIPING MATERIAL: SHALL BE AB51FVO OR AE41 SERVICE SUITE 110 105 6. REFER TO ARCHITECTURAL DRAAND FOR EXACT 5PECANCATION5, WEIGHT CAST IRON NO -HUB SOIL PIPE AND FITTINGS WITH NO -HUB CLAMPS. SAN DIEGO, CA 92101 _ LOCATIONS ND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES. NO MUST CONFORM TO i 1ST 01.04a b 510,04 AND CLEARLY EXCEPTION, MARKED WITH THE CAST IRON 501L PIPE INSTITUTE TRADEMARK, PH: (619) 215-1677 MANUFACTURER'S NAME AND COUNTRY OF ORIGIN. A551PVC CAN BE USED IF 04 _ 02B - - - - - - 02A - ;i T IT 15 THE CONTRACTOR'S RESPONSIBILITY TO PREPARE ACCURATE AS -BUILT ALLOYVED BY LOCAL AUTHORITY HAVING JURISDICTION. j + PRANINC75 DURING CONSTRUCTION AND SUBMIT FOR APPROVAL UPON COMPLETION OF INSTALLATION. 24. WRAP ALL IRON AND COFFER PIPE AND FITTIN69 BELOW SLAB OR GRADE WITH 5 MIL POLYETHYLENE WRAP AND 6" MINIMUM ENVELOPE OF GLEAN 6. CONTRACTOR SHALL FINISH ALL MATERIALS, LABOR, EQUIPMENT, SAND, ALL ROUND PIPE IN ACCORDANCE WITH NSI/AWWA STANDARD TRANSPORTATION AND SERVICES REQUIRED FOR COMPLETING THE WORK, GIOSlA2IS 82. V I ALL MATERIAL5 AND WORK SHALL COMPLY WITH APPLICABLE CODES AND REGULATIONS AND MEET THE APPROVAL OF STATE 4 LOCAL JURISDICTION. 25. WATER PIPE SHALL BE TYPE "L" ABOVE GRADE, HARD DRAWN COPPER L_I - LEAD-FREE 50WROUGHT COPPER FITTINGS, SOLDER ALL JOINTS WITH SALES AREA - 1 q. WATER HEATER SHALL BE CERTIFIED BY THE MANUFACTURER AND MUST 1 ENT STOCKROOM _ COMPLY WITH THE EFFICIENCY STANDARDS OF THE CALIFORNIA ENERGY Z 102 01- ENTRY COMMISSION, 2016 EDITION. 26. CONDENSATE DRAIN PIPE SHALL BE TYPE "DWV" HARD DRAWN COPPER TUBING WITH WROUGHT COPPER FITTINGS, 50-50 SOLDERED JOINTS. IN5ULATE 10. ALL HOT WATER PIPING SHALL BE INSULATED WITH ARMSTRONG "ARMAFLEX" ALL CONDENSATE DRAIN PIPING WITHIN BUILDING INTERIOR. ui IWH-1 INSULATION PER SECTION 60q.11 OR THE 2016 PLUMBING CODE AND TABLE [ -- - 120.3-A, SECTION 1203 OF THE 2016 CALIFORNIA ENERGY CODE. 27. NEW OR REPAIRED PORTABLE WATER SYSTEMS SHALL BE DISINFECTED W PRIOR TO USE ACCORDING TO THE METHODS IN GPG 2016 60q.-I. NO 11. CONTRACTOR SHALL VERIFY WATER PRESSURE CONDITIONS AT THE PROJECT EXCEPTION. 3/4"CW ABV. i SITE. CONTRACTOR SHALL PROVIDE INSTALL A PRESSURE REGULATOR WHERE THE Q LL6. SUPPLY PRESSURE EXCEEDS 60 P51. 25. CONTRACTOR TO PROVIDE THERMOSTATIC MIXING VALVES FOR PU5LIC-U5E LAVATORIES TO LIMIT TEMPERATURE TO A MAXIMUM OF 110 DEGREES 0. 12. ALL PIPING SHALL BE SUPPORTED AT INTERVAL NOT TO EXCEED TH05E 5HOWN IN FAHRENHEIT (2016 GPG 40'13). I GPG TABLE 5133 2 2q. THIS DOCUMENT 15 NOT FOR BID OR CONSTRUCTION UNTIL THE PLAN HAS 13. ALL POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS, 5UGH AS HOSE BIBS, BEEN REVIEWED AND APPROVED BY ALL AUTHORITIES HAVING JURISDICTION f- AND MOP SINKS ARE TO BE PROVIDED WITH A BACKFLOAIANTI-51PHON DEVICE. AND THE PERMIT 15 OBTAINED. NO COMPENSATION WILL BE MADE FOR z ..j ADDITIONAL WORK DUE TO THE VIOLATION OF THI5 REQUIREMENT, 'Q J 1 14. ALL CONGEALED PIPING SHALL BE INSTALLED PER CALIFORNIA PLUMBING Q CODE 2016. NO EXCEPTION. 30. TH15 PROJECT MUST COMPLY WITH THE CALIFORNIA FLUMBIN6 CODE 2016. h - - - - - - - - - - - _ - - - - PLUMBING - COLD/HOT WATER PIPING 5YMBwW> OL5 w 00 z *- a E %W =Qu SCALE: I/4"=1'-0" N SYMBOL MEANING SYMBOL MEANING - - DOMESTIC GOLD WATER FLOOR SINK ;3 W N W DOMESTIC HOT WATER FLOOR G NOT 04- ------ -- - - - - - -. - - _ = - --=-- - - , . - - - - DOMESTIC H W CIRCULATING LOO LEA U -f -- <' - 4- I II-- WALL GLEANOUT � E05 1 i - - - - - - - SANITARY 5EWER EXIT CORRIDOR 03 ® FLOOR DRAIN --- - - - - - - VENT PIPING ((O 105 GAS COCK - - - - - - - STORM DRAIN PIPING TUB -I PLUMBING FIXTURE _ 028 _ GREASE WASTE (�} CONNECT TO EXISTING VJ 04 --- 02A RE - G GAS SHUT-OFF VALVE LL 1 i CD CONDENSATE DRAIN RECIRCULATION PUMP PIPE CAP ui -- - �� PIPE ELBOW DOWN -0 PIPE ELBOW UP _1"SALES AREA °, 3 WGo STOCKROOM ROOM ENTRY 102 FIXTURE UNIT C.,ALCULATIONS - 01 101 i 1- DOMESTIC WATER DRAINAGE d I ' FIXTURE TYPE OTY FIXTURE HOT DEMAND TOTAL WATER TOTAL HOT DFU TOTAL I >i DEMAND DEMAND (W5FU) WATER DEMAND REVISIONS ' WATER CLOSET, FLUSH TANK 1 2.5 0.0 2.5 0.0 5 3 PRELIMINARY LANDLORD SUBMITTAL 03.11.19 I LAVATORY 1 LO LO 1.0 ffl.0 I I TOTAL FIXTURE UNITS 5.5 4� EQUIVALENT WATER DEMAND IN GFM 4 FI sIn rREQUIRED MINIMUM PIPE SIZE 3/4SCOPE OF WORK I 2" /wPE"R 3 ------------- n• PLUMBING - WASTE&VENT ItyofTulcwila TENANT IMPROVEMENT, NEW RESTROOM SUPPORTING tgl iv SGALE:1/4"=I'-O" PLUMBING. RECEIVED CITY OF TUKWILA NOTE: CONTRACTOR 15 TO VERIFY EXISTING CONDITIONS APR 15 2019 BEFORE BID. PLUMBING PERMIT CENTER GENERAL NOTES s� SHEET NUMBER U- tt ♦/ ��� 28430 Rancho Pkwy. 8, Ste 12®1 .0 Lake ForestCA @283Q/Tap 940-2e7-0008