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HomeMy WebLinkAboutPermit D19-0149 - STUDIO VELLE - NEW FACIAL AND LASH STUDIOSTUDIO VELLE 660 STRANDER BLVD D19-0149 Parcel No: Address: C) ��^�xx ^�� Tukwila ~~U~� v�v o U�nx���oa Department of Community Development G3nOSnuthcenterBoulevard, Suite #1OD Tukwila, Washington 9W1Q8 Phone:ZV6'431']G7O Inspection Request Line: 206'438'9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0005800037 Permit Number: Project Name: STUDIO VELLE Issue Date: Permit Expires On: DlB'Ol49 6/2U/2019 12/17/2019 Owner: Contact Person: Name' Address: Contractor: Name: Address: License No: Lender: Name: BC PARTNERS LLC POBOX 997C/O [NKPROPERTY SERVICES LLC'SmOOUALK8|EWA, 98065 RICHARD FLAKE 74ZlZ14THAVE E.8ONNEYLAKE, WA, 98391 NORTHWEST [ONTRSOLUTIONS UI 78VBZ28AVE CTE'8U[KLEY,WA, 98321 ''^ Phone: (253)3594089 Phone: Expiration Date; 7/25/2020 DESCRIPTION OF WORK: CONVERT EXISTING CELL PHONE RETAIL SALES T8NEW FACIAL AND LASH STUDIO WITH MINIMAL NON- STRUCTURAL. NEW PARTITION WALLS AND EXISTING T-BAR CEILING WITH LIGHTS AND SOME SPRINKLER HEADS MOVED SLIGHTLY, Project Valuation: $30,000.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: Type ofConstruction: VD Electrical Service Provided by. TUKWILA Fees Collected: $1,22128 Occupancy peIBC: D Water District: TUKVv|LA Sewer District: TUKWILA Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: vV4Cities Electrical Code: VV4[296-408: WA State Energy Code: lDI7 2.017 2017 Z0I5 Public Works Activities: Channa|ietinn/5hp|n0: Curh[ut/Aooss/Sideww|h: Fire Loop Hydrant: Flood Control Zone: Hau|inD/QvenbeLoad: Land Altering: Volumes: Cut: U Fill: Q Landscape Irrigation: Sanitary Side Sewer: Number: O Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date:_�'_ I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state nrlocal laws regulating construction orthe performance ufwork, |amauthorized tnsign and obtain this development pm4*t_a"°agree tothe conditions attached tothis permit. � Signature:Signature: Mr Date:/°� `m—�O'101 Print Name: -e 44C U'moAAl— Thispermit 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 ufl8Odays from the last inspection. PERPN[r0DND11[|ONS: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each l'5O0sq. ft. cfarea. The extinQuisher(s)should beofthe "All Purpose" (]A. 4013I) dry chemical type. Travel distance *oany fire extinguisher must he 75' or less. (|FC 906s)(mppA10,I4) l: Portable fire extinguishers, not housed incabinets, shall beinstalled onthe hangers orbrackets supplied. Hangers orbrackets shall besecurely anchored tothe mounting surface in accordance with the manufacturer's installation instructions, Portable fire extinguishers having agross weight not exceeding 4O pounds (I8kg) shall beinstalled azthat its top isnot more than 5feet (l524mm)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 (1U67mm)above the floor. The clearance between the floor and the bottom ofthe installed hand-held extinguishers shall not heless than 4inches (lDZmm). (lF[9Q0.7and |F[ 906.9) Z: 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 ufMda| determines that the hazard posed indicates the need for placement away from normal paths of 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service, Every six years stored pressure extinguishers shall beemptied and subjected tothe applicable recharge procedures. |( the required monthly and yearly inspections ofthe fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys, (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key o,,- special knowledge or effort. (|F[101O.l.9) 7: 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. (\FCChapter l0) 8: Exit hardware and marking shall meet the requirements ofthe International Fire Code. (|FCChapter l0) 9: Door handles, pulls, latches, locks and other operating devices on doors required tobe accessible by Chapter 11ofthe International Building Code shall not require tight grasping, tight pinching ortwisting of the wrist te operate. (|F[ 1010.1,9.1) 10: Exits and exit access doors shall bemarked byanapproved exit sign readily visible from any direction uf egress travel. Access toexits shall be marked by readily visible exit signs in cases where the exit or the path ofegress travel isnot immediately visible tothe occupants, Exit sign placement shall besuch that nopoint in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign, (|F[ 1013,1) ll: Every exit sign and directional exit sign shall have plainly legible letters not less than 6-inches (152 mm) high with the principal strokes of the letters not less than0J5 inch (l9.1mnn)wide. The word "EX|T"shall have letters having a width not less than 2 inches (51 mm) wide except the letter ''I", and the minimum spacing between letters shall not beless than 0.375inch (9.5nnm). Signs larger than the minimum established |n the International Fire Code shall have letter widths, strokes and spacing in proportion to their height, The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means isorisnot energized. |fanarrow isprovided aspart ofthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (|FCl01I61) lZ: Exit signs shall beilluminated atall times, Tuensure continued illumination for aduration ofnot less than 90minutes incase ofprimary power loss, the sign illumination means shall heconnected tnanemergency power system provided from storage batteries, unit equipment or on -site generator. <|FClO1l6.3> 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (lIlux) and aminimum atany point of0.1foot-candle (llux) measured along the path of egress atfloor level. Illumination levels shall hepermitted todecline tn0.bfoot-candle (6lux) average and ominimum atany point of 0.06 foot-candle (0.6 lux) at the end of the emergency lightting time duration, A maxim um-to-mi n i mum illumination uniformity ratio of 40 to 1 shall not be exceeded. (|F[l0O8.].S) 17: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall bedone inaccordance with applicable standards. (|F[9Ol.4) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1,2 m) wide. (mFPAl3'8.6.53.3) 14: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modificaCons to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tusubmittal tuthe Tukwila Fie Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 19` Maintain fire alarm system audibie/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #Z4J7) 18: All new fire alarm systems ormodifications tuexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau, Nowork shall commence until afire department permit has been obtained. (City Ordinance #2437)(|F[901I) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 21: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 22: The maximum flarne spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table .No. 803.11 of the International Building Code. 23: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property, These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 26: ***BUILDING PERMIT CONDITIONS*** 27: 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. 28: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 29: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 30: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 32: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 33: 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, 34: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 35: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 36: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 37: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 38: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (2.06/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKTIQA. Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htip://www.TukwilaWA.gov Building PerCli No. - Project No. Date Application Accepted: 5 --5" Date Application Expires: - (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION (xv e7.-vais,vo75ia e2t, yD fl)IAAJl g Site Address: (40 °2-11z_t1/4-1 vWz ) Tenant Name: cD-nip 1 0 VELL PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: /vow) ..),..A.tiv/ v....F oikv.444 iThrAiya Address: -I A, 2.1, 2, f4-i-1,1 AI D-- r • City: -1;:at,k) 100 E.y Gr....... State: tiv Is. Zip: ef 6231 I Phone. • /.. 3 -354 • 40 : Email: iz1,14.1,424)e t?.../$42"..1 i #1-6...ss gE .4.6tit GENERAL CONTRACTOR INFORMATION Company Name: 1 Address: 11 9NP 041 41- & -I- 1:- City: 1,1A----wes, State: wA Zip: afgew Phone: 25.3 6 • 67 : Contr Reg No.: , 4, Exp Date: N44 Tukwila Business License No.: z 0 King Co Assessor's Tax No.: _.oclas_s 6- On Suite Number: &&ts Floor: ( New Tenant: Li ..... Yes D..No ARCHITECT OF RECORD Company Name: 1-UM . _ . Architect Name: FA (Air Aar) vi....w e Address: 1A2,1, 2 t4ljr) AE City: State: Tb0130W t44 State: w A. Zip: /8 341 Phone: 253 .. 3Gq. tkoyt Fax: Email: Iztt,ivs,we, fz,F ARcA4.1 Tt.c... . ENGINEER OF RECORD Company Name: „wt. Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: H:kApplications\Forms-Applications On Line \2012 ApplicationsWerrnit Application Revised - 2-7-I2.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMAT 206-431-3670 \..1 41,11, Valuation of Project (contractor's bid price): $ 3014 Existing Building Valuation: $ M11- Describe the scope of work (please provide detailed information): k%-41c2110 Of C.5 LI, ?14-00 1.1 vw r)1to w mt tkAxNii.A tot•3 Situr,i1.044, t.w WArU tt- k» -1-: N42.- t511-itO Dol v4Cplf-m >ziiktiM 4f124 It-k- 15t_ kk.61b4D5 frciJp LtG4( Will there be new rack storage? LJ....Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lu Floor NCO c-eszusr 2"4 Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: '741 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes attach list of materials and storage locations on a separate 8-1/2" x I I "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. HAApplications\Forms-Applications On Line'2012 ApplicationsTermit Application Revised 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFCrINATION — 206-433-0179 fix klk I • Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District .. Tukwila .. Water Availability Provided 0 ...Water District #125 ▪ Highline Sewer Thstrict .. Tukwila 0 ...Valley View 0... Renton 0 .. Sewer Use Certificate 0 ...Sewer Availability Provided D... Renton 0... Seattle 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. Submitted with Application (mark boxes which apply): • Civi Plans (Maximum Paper Size — 22" x 34") o .. Technical Information Report (Storm Drainage) 0 .. Bond 0... Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours .. Right-of-way Use - No Disturbance o .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 .. Total Cut O .. Total Fill 0 .. Sanitary Side Sewer .. • Cap or Remove Utilities .. Frontage Improvements 0 .. Traffic Control cubic yards cubic yards 0... Geotechnical Report 0... Maintenance Agreement(s) .. • Traffic Impact Analysis .. • Hold Harmless — (SAO) 0.. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance ... • Work in Flood Zone 0... Storm Drainage 0...Abandon Septic Tank 0...Curb Cut 0... Pavement Cut 0... Looped Fire Line 0 Backflow Prevention - Fire Protection Irrigation Domestic Water 0...Grease Interceptor 0...Channelization 0... Trench Excavation O... Utility Undergrounding }J k El .. Permanent Water Meter Size (1) " WO # (2) _" WO # (3) 0 .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) 0 .. Water Only Meter Size /7 WO # 0.. Deduct Water Meter Size 0 .. Sewer Main Extension Public 0 Private 0 0 .. Water Main Extension Public 0 Private 0 " WO # " WO # 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: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: State Zip City MApplicaiiongForms-Applications On Lin02012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: Februury 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Signature: Print Name: Mailing Address: ( Date: Day Telephone: 2 S3 • '3 looN)5`-(Wpzcte Yi City State Zip HAApplications \Forms -Applications On Line \ 2012 ApplicationsTennit Application Revised - 2-7-12.docx Revised: February2012 bh Page 4 of 4 BULLETIN A2 N.,)TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 51-0/Qi 0 ‘r PERMIT # "o t.kl If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement categor Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3 Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $250 (1) 01-37y\ -wz-tro-7325- - 6/19 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees 143 (4) (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ EIVED The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submigitYot Lue DF TUKWILA application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. CORRECTION LTR# Approved 09.25.02 Last Revised 01.01.19 oN9 JtJN 1 2019 PERMIT CENTER Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PerniRTRAK $772.48 D19-0149 Address: 660 STRANDER BLVD Apn: 0005800037 $772.48 Credit Card Fee $22.50 Credit Card Fee R000.369.908.00.00 0.00 $22.50 DEVELOPMENT $715.46 PERMIT FEE R000.322.100.00.00 0.00 $690.46 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $34.52 TECHNOLOGY FEE R000.322.900.04.00 0.00 $34.52 TOTAL FEES PAID BY RECEIPT: R17959 . $772.48 Date Paid: Thursday, June 20, 2019 Paid By: ZACHARY HOOPER Pay Method: CREDIT CARD 044318 Printed: Thursday, June 20, 2019 3:44 PM 1 of 1 '4 4 - SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $448.80 D19-0149 Address: 660 STRANDER BLVD Apn: 0005800037 448.80 DEVELOPMENT PLAN CHECK FEE $448.80 R000.345.830,00.00 0,00 $448.80 TOTAL FEES PAID BY RECEIPT: R17 8 $448.80 Date Paid: Monday, May 06, 2019 Paid By: N.W.C.S. Pay Method: CHECK 1155 Printed: Monday, May 06, 2019 1:50 PM 1 of 1 c SYSTEMS CO TUKWILA ETn4KIT 6200 SOUTHI[mTEK 8LVD TUKwILA' wx 98188 206'433zD70 CITY OF TUKWILA 0017340000802374464500 Date: 06/20/2019 0]:43:]4 PM CREDIT CARD SALE VISA CARD NUMBER: **********4712 K TRAN AMOUNT: $772.48 APPROVAL [D: 044318 RECORD #: 808 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT 4[[VnDImG TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 Permit Inspection Request Line (206) 438-9350 Pr "e t: �, T'y I" ins ction: A d ess: Date Called: Specia ucti zns: . Date W ted- Requeste Phone Nc>: .,,.... proved per applicable codes. ENTS: Corrections required prior to approval. nspector: Date: REINSPECTION FEE EEQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PECT1ON NO. P RT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,. #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of lnspectio : Address: Date Called: Speua Instructions: 'Date Wanted: '► �G7► a.m. �e!""�.. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. C7r�II�i ENTS: Inspect© Date: REINSPECTION FEE I~I'i"' UIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1 al `tiF NSPIA ON NO. PERMIT NO. CITY OF TUK'WILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /� S.7Gt&/c% L/LE • Type of Inspection: PeKrets17 Address: h O S7�'j t% Date Called: Special Instructions: ..Date ar to r a.m. p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: orrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. June 10, 2019 Studio Velle 660 Strander Blvd. Tukwila, WA 98126 Re: Project #D19-0149 Corrections Allen, Pursuant to your comments in the aforementioned review, we have prepared the following itemized list of responses and corrections on the necessary sheets as indicated. Item: General Information Note: I as Architect, have prepared these drawings and have reviewed. And I have stamped all sheets and dated accordingly. No structural engineer was utilized on this scope of work. 1. Please updated A-1.1 Cover Sheet information. 2. Please see revised Sheet A-1.1 3. Please see revised note referencing 2009 ANSI Code requirements and some 60" high notes as referenced by you on signs. Our restrooms are existing. Our project is not a change in use only business, as noted previously. 4. See clarifications on Sheets A-2.1, A-3.1, A-4.1 and A-5.1 revised with more clearly existing vs new features. 5. Sheet A-4.1 revised to name spaces/use as well as furniture and occupant load. See not Added to A-5.1 for new ventilation required via 6 new fans per IMC 403.3.1.1 and a separate mechanical permit required. 6. Sheet A-2.1 has been revised and a photo attached showing existing rough in plumbing from previous tenant. A new cabinet and sink to be added per Sheet A-3.1 per new plumbing permit. Hope this resolves your concern and allows our plan review to be completed and the permit issued. Thank you for your assistance to be completed and signed off. 253-359-4039 Richard@RFarchitecture.com 'CORRECTION nEcEntEn LTR# CITY OF TUKWILA JUN 11 2019 oi PERMIT CENTER svflo City of Tukwila Department of Community Development May 21, 2019 RICHARD FLAKE 7421 214TH AVE E BONNEY LAKE, WA 98391 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0149 STUDIO VELLE - 660 STRANDER BLVD Dear RICHARD FLAKE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Cover sheets notes are an accumulation of outdated energy codes (2012), residential codes and the residential codes do not apply for commercial TI. Revise notes and code references to show compliance with current International Building Codes (IBC) and 2009 ANSI accessibility codes. 2. On the cover sheet provide the occupant load calculations. Specify type of business "change of business use". Occupancy classification type (B) shall still be the same. 3. Some accessible notes are outdated or not consistent with current 2009 ANSI, i.e. parking signs height minimum 60" above the surface and surface marking is not a requirement. The clearance between toilets and fixtures shall not be less than 60 inches. Verify code notes and details to show compliance with current accessible codes. 4. Some of the symbols on the site plan need come clarification, i.e. one square indicates NEW. Please clarify what that is as well as any other symbols for clarity. 5. Name each space. Specify what each space shall be use for and show layout offurniture or fixtures. Since this is proposed as a naiUlash salon, specific mechanical ventilation shall be required at those stations. Separate mechanical permit required. (IMC 502.20, Table 403.3.1.1 - Notes b & h, & 403.2.1 - Note 3) 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6. Identify if there shall be any new plumbing fixtures, or wash stations. Separate plumbing permit required. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1) Provide a completed Public Works permit fee estimate sheet. For Public Works activities including — 8" fire backflow (DCDVA) repair (or) replacement. (see PW Bulletin A2 enclosed) 2) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that the Studio Velle building has deficiencies on its' fire backflow device; requiring the following upgrade. a) Fire Prevention The fire line serving this building has an 8-inch Double Check Detector Valve Assembly that has failed mandatory annual testing on 4/16/2019. This fire backflow device shall be repaired (or) replaced per City of Tukwila Standard Detail WS-15 and retested. Design and installation shall be per Public Works Infrastructure Design and Construction Standards, Section 7.4.4 - see enclosed. The Public Works Director will withhold issuance of your Building Permit no. D19-0149 until the fire backflow issue is resolved. Public Works must receive plans for the subject backflow items outlined above, as part of a separate Public Works permit. These improvements require a separate Public Works Type C Construction permit (See enclosed Application). For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for backflow installation, deduct meter update plus a small technology fee). An additional 2.5% of subject construction cost will be assessed at the time of permit issuance. The Applicant has the option to provide a bond or other financial guarantee for repair (or) replacement of the Fire Backflow Device (DCDVA) in the amount of 150% x cost of the design, installation and testing of the subject backflow, together with a letter stating that the device will be installed no more than 90 days from the day this letter is received. A separate letter was mailed to the Property Owner — BC Partners LLC, C/O MK Property Services, 8124 Falls Ave. SE, Snoqualmie, WA 98065. NOTE: If you need assistance in locating a backflow in the field (and/or) have questions regarding backflow testing, please contact Todd Reedy, Water Quality Specialist, Tukwila Water Department — Minkler Shops, directly at (206) 571-6309. Todd.Reedy@TuwilaWA.gov Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D19-0149 4,17nn cntithrantor Proldcnpnvell Vloito 41,1110 • opt vs? . '711.< 4 7 2K7/) '7/1.< .1 7 244G ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0149 PROJECT NAME: STUDIO VELLE SITE ADDRESS: 660 STRANDER BLVD Original Plan Submittal X Response to Correction Letter # DATE: 06/11/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENT: 140 Building Division Fire Prevention Pub ic Works Planning Division Structural 1 Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/13/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation DUE DATE: 07/11/19 Approved with Conditions )cil Denied (ie: Zoning Issues Cmitg - sM10\ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg fJ Fire Li Ping El PW D Staff Initials: 12/18/2013 WORD GOP? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0149 DATE: :05/03/19 PROJECT NAME: STUDIO VELLE SITE ADDRESS: 660 ST'RANDER BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Pr\\ Building Division vKA Public Works Works e Prevention Atik, 4• t4 n e tructural ‘lanning Division S Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/07/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews DUE DATE' 06/04/19 Approved with Conditions n Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Ss --)"1"1 Departments issued corrections: Bldg Fire 0 Ping PW Ye Staff Initials: 12/18/2013 'sky. City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D19-0149 El Response to Incomplete Letter # [E] Response to Correction Letter # 1 EI Revision # after Permit is Issued Ej Revision requested by a City Building Inspector or Plans Examiner [I] Deferred Submittal # Project Name: Studio Velle Project Address: 660 Strander Blvd Contact Person: 41tc00 FWW E A JUN 1 1 2019 rr CENTER Phone Number: 033. 3 5q • 44agt Summary of Revision: krrAsCAV tzt-see,oe., LT igg 61no(e WATUQ F Ceciapc-r1O0 +-'41.4611,Tto . Sheet Number(s): A-1.11 A-21, A.5.k is,•4.1 "Cloud" or highlight all areas of revision including date of revision A -Co •1 Received at the City of Tukwila Permit Center by: EJ Entered in TRAKiT on CAUsers \bill-r\Desktop \Revision Submittal Form.doc Revised: August 2015 Northwest Contr Solutions LLC Home Espafiol (..:ontAct Page 1 of 2 tf,4f,ki Safety & Health Claims & Insurance ilk Washington State Department of Labor & industries A-% ludex Help 1,&.1 Workplace Rights Trades & Licensing Northwest Contr Solutions LLC Owner or tradesperson Kissling, Jared A Principals Kissling, Jared A, PARTNER/MEMBER Carnegie, Matthew S, PARTNER/MEMBER Doing business as Northwest Contr Solutions LLC WA UBI No. 603 368 818 7808 228th Ave Ct E BUCKLEY, WA 98321 253-261-4657 PIERCE County Business type Limited Liability Company Governing persons MATT SUTHERLAND CARNEGIE Certifications & Endorsements License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. NORTHCS862MW Effective — expiration 07/16/2014— 07/25/2020 Bond Wesco Insurance Co Bond account no. 46WB046607 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 07/16/2014 04/17/2014 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS55971825 Received by L&I Effective date 02/26/2019 04/17/2019 Expiration date 04/17/2020 Insurance history Savings Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603368818&LIC=NORTHCS862MW&SAW= 6/20/2019 GENERAL NOTES THESE DRAWINGS ARE THE PROPERTY Of THE ARCkITECTMESKyNER *0 MAY BE REPRODUCED ONLY WITH THE WRITTEN ft'WL%ICN OF THE ARCWlTECLDE54NE1lL AUTHORIZED REPRODUCTIONS MUST WAR THE NAME OF THE AR4HIIEaMESIGNER COPYRIGHT 200 BYFF ARCHITECTURE, THESE DRAWINGS ARE BY F€DERAI.,•*0 STAi�' . ANY INRIJC#T&74T WILL BE VIGOROUSLY PROSECUTED. THIS PROJECT SHALL COMPLY WITH THE FOLLOWING �ALH, LeDRh ffTw lI3 L4 �0lej OIL 1,bT jL� • 20B INTERNATIONAL%F)UILt7l0 CODE L. J( • 205 UWSHIIGTOH STATE ENERGY, CODE ¢Op9 AN#I duct•i„'(%Glrfq • 205 INTERNATIONAL MECHANICAL CODE ✓✓ • 205 INTERNATIONAL FUMING, CODE • 205 NTER4ATIONN. FIRE CODE CONTRACTORS RESPONSIBILITY CONTRACTOR TO VERFY ALL DMENDIONS AND STRUCTURAL M BIBER SIZES PRIOR TO CONSTRUCTION CONTRACTOR TO NFORM ARDHITECTiMIGNER OF ANY DISCREPANCIES N THE DRAWINGS OR PROM THE CODES,. CONTRACTOR INITIATED CHANCES SHALL BE S(MITTED N WRITING TO THE ARCHWECTIDESIGrER AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CCHSTRICTIONL CHANGES SHOW ON THE DRAWINGS ONLY WILL NOT SATISFY THE REOUIR]MENT, CONTRACTOR SW1 BE RESFMIS.E FOR ALL REQUIRE, ALL SAFETY PRECAUTIONS AND THE P'ETHIODB, TECHNICAL, SEQUENCES OR PROCEDURES REWWRED TO PEROW THIS WORD. ALL STRUCTURAL. SYSTEMS SUCH AS WOOD TRUSSES W-0C4 ARE TO BE COM-06M OF CalFONENTS TO BE FIELD ERECTED SHALL BE SUPERM5ED BY THE SUPPLER DURING" FAOTURIKG, DELIVERY, HANDLING, STORAGE AND EREGTIC N IN ACCORDANCE UN THE IN41T3ID'i1CN5 PREPARED BY THE UPPLIER THE CON'1RACTOR IS REtiPO151BLE FOR NOTIFYING THE ARCHITECtNESICNER F UWSUAL I FMSEEABLE, OR U E)nCTED SUBSURFACE CONDITIONS ARE ENCOUNTERED. CONTRACTOR TO VERIFY ALL DIFINSICNS AND STRUCTURAL MEI'M SUES PRIOR TO CCMT14MOK CCNIRACTOR TO wow ARBHITECT/DESIGNER OF ANY DISCREPANCIES IN THE DRAWINGS OR FROM THE CODES. CONTRACTOR INITIATED C4ANGE5 SHALL BE SUBMITTED N WRITING TO THE ARCWWAX-50ER N'ID STRUCTURAL. ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON THE DRAUNS$ ONLY WILL NOT SATISFY tHE REQTUIRB'VIT. . COITTRACTOR SA LL BE RESPONSIBLE FOR ALL REORS ED, ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNICAL, 615ae ES OR PROCEDURES REWIRED TO PER'FOR1 THIS UORL ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES U4ICH ARE TO BE CWFbSED OF COMPONEIM TO BE FIELD ERECTED SW.L BE S FLWSEO BY THE SUPPLER MIRING MMAFACTURNG, DELIVERY, HA O N%STORAGE AND ERECTION IN ACCORDANCE 914 THE NSTRUC M PREPARED BY THE SUPPLIER THE CONTRACTOR 15 RESFON518LE FOR NOTIFYING T4E ARCHHITECTIMIGNER F UNUSUAL, OR WEXFECTED SUBSURFACE COHDMOB ARE ENCOUNTERED. ATTIC APPLY ROOFING N ACCMA42 UTH ITC 20M, SECTION R W5. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLAN5,1WOF DETAILS ATTIC VBOUTICH: THE TOTAL NET FREE YMUT04 AREA SWl NOT EE LESS THAN VW Of THE AREA OF THE SPACE VS?RILATED EXCEPT THAT REDUCflON OF THE TOTAL AREA TO 14300 IS FEW EU PROVIDED THAT AT LEAST 50% AND NOT I"r — THAN W% OF THE REGUIF£D VENTILATING AREA IS PROVIDED BY VENTILATE LOCATED IN THE UPPER PORTION OF THE SPA.CI BE VENTILATED AT LEAST 3 PEEN ABOVE THE SAVE OR CORNICE VENTS AS AN ALTERNATE, THE NET FREE CROSS VENTILATION AREA MAY BE RED To 143M W6EN A CLASS I OR 11 VAPOR BARRIER 15 INSTALLED ON THE WARM'N'EATER SIDE OF THE CEILING (IRC 20D12, SECTION ROW) ATTIC ACCESS OPENING MUST BE F'ROYDED FOR ALL ATTIC AREAS 144T EXCEED 30 Sf. 40 HAVE A VERTICAL HEIGHT OF 30' C) GREATER ROUGH FREED OPENING MIL 22k30'. ACCESS TO BE UNOBSTRZTED AND READILY ACCESSIBLE.W WHEN LOCATED IN A � GRI . CEILING, MR 30' UNOBSTRUCTED HEADROOM AT SOME POINT ABOVE THE ACCESS MEAWFFD VERTICALLY FROM THE BOTTOM OF. \` . CEILNG.PRAMING M813M (IRE 2012, SECTION RWIU) _ ENERGY ALL MATERIALS, WORQ1*&W AND CONSTRICTION SHALL COFOR'1 TO THE REOIIi@tENTS OF THE IRO 200 AND THE:UUAWWLTC ' STATE ENEfZ<sY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFG'RE PROCEEDING UT14 WOM ALL WOOD AND 60NMIDE FORMS USED FOR CONCRETE IN THE GRAND OR BETWEEN FOUNDATION SILLS t THE GROUND SHALL BE REMOVED. ALL WOOD N CONTACT WITH CONCRETE OR MASONRY SHALL BE PREESSIZE TREATED WOOD OR ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD, ALL MA14W BY ANU APPROVED TESTING AGE`1CY. PROVIDE W FELT BETWEEN POSTS t CONCWTE. FROVIDE DRAFT STOPS, FIRE BLOCKING, AND HRESTO'S AS REQUIRED BY CODS R ASNNG AND COUNTER FLASHING TO BE MIL 24 GAUGE OF CORaOSION- RESISTANT METAL, AND SHALL BE INSTALLED IN c C.O LACE UT14 LOCAL BUILDINGS CODES AND MMUFACIIJRE$ R£COltI]'DATDNS. z GENERAL CONTRACTOR SHALL PROVIDE B-DCCIN.s FOR ALL WALL MOUNTED, HVard , TOILET AGCESSORES, TCUEL BARS, LIGHT NXTJf£S, BUILT-INS, ETC., AS REOURED FOR SECURE AND PROPER INSTALLATION, ALL INTERIOR WALLS t. CEILNGB SHALL HAVE VV GYP. BD. APPLICATION INSTALLATIONS OF NSULATIO4 AND VAPOR BARRIERS SHALL COMPLY WITH STATE OF UASHI NGTON THEREAT. INSULATION STANDAR3 (FE WX PROVIDE A UL RATED •CLASS A• FIRE RESISTANT AMINO MBNBRANE WERE APPLICABLE UA7-S INSULATED UT14 R-21 BATT (FOR 2x6 WALLS) AND R-B BATT (FOR 2x4 WALLS), UNLESS NOTED OTHEWISE FLOORS PROVIDE R-30 BATT INSULATION OVER UNFEATE'D SPACE, LNI EW NOW OTHERM5E ROOFS AND CEILIWaS INSULATED WITH R-45 BATT, UNLESS NOTED OTHERMSE PROVIDE NSULATIO4 IN CEILNG UUF# POSSIBLE AND IN RAPIERS F VAULTED CEILING USE R-38 BATT, F CONDITION EXISTS, MANTAN A MIN O 2' CLEAR BETWEEN TOP CP INSULATION AND BOTTOM oP SHEATHING FOR VEWM VENTING, MUST OCCUR N EACH JOIST SPACF- WERE CONTINUOUS VENTING UTHN A JOIST SPACE IG NIERIFIED BY A HEADER (IE. SKYI-IGHT OR AT HIP END), PROVIDE (2)WL' VENTING HOES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLCW FOR CCWHIAL TRW" VENTING INTO THE ADJACENT JOIST SPACE SLAB ON GRADE - _---. PROVE EXTROM RIGID CLOSE CELL INSULATION R-10 INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RN PROM TO P OF SLAB TO THE BO'f TOT OF FOOTING, NU LAT04 MAY BE NTERIFTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOUELNG To TIE sLe AND FOOTING TOGETHER VAPOR BARRIER AN APPROVED 6 ML VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ROOF DECKS, BELOW ENCLOSED JOIST SPACES WERE CEILING FINISHES AM DIRECTLY INSTALLED TO JOIST, AND ANY OTHER 94LL OR CEILING SURFACES WHICH RECENE NSU.ATloK THIS VAPOR BARRIER MAY BE A COMFONQtf OF THE INSULATION MATERIAL. APPLICATION AND I STALATIOB OF THE NSYATION AND VAPOR BANTERS STALL COMPLY WITH STAT OF WA94MTM THERMAL. INSULATION STANDARDS (HB Is) ---------- TO BE IN COIFLIANCE WITH ITC 205, SECTION R308 AND WAS14N3TCN STATE SAFETY OR TEPIPEFD GLASS EXCEPTIONS ARE AS OUT.NED IN IRC 2015, SECTION R308A. HAZARDOUS LOCATIONS ARE: L GLAZING N ALL FDW AND PERABLE PANELS OF SWINGING-, SLIDINS AND BIFOLD DOORS. 2. GLAIINC IN ALL INDIVIDUAL FS@D OR OPERABLE PANEL ADJAACENT TO A DOOR WERE THE NEAREST VERICAL EDGE IS WNW A 24" ARC OF THE DOOR N A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 6O" ABOVE THE FLOOR OR WN.KM SURFACE. 3. GLAZING INAN NDIVIDUAL FDW OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 31THE EXPOSED AREA OF AN INDIVIDUAL PANE W LARGER THAN S ff. 32 THE BOTTOM EDGE OF THE GLAZING IS LESS THAN ler ABOVE THE FLOOR 33 THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR S4 ONE OR MORE WALKING SURFACES ARE WT14N 36, MEASURED HORIZONTALLY AND N A STRAIGHT LINE OF THE GLAZING. 4. ALL GLAZING IN RAILNG"G REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALLISTER PANELS AND NGNL'i17RUGtiRAL MLL PANELS. 5. GLAZING IN EN OSOURES FOR OR WALLS FACING HOT TUTA WIIRLPOOLS, SAUNAS, S1EAMROMIS. BATHTUBS AND 5006 W$RE THE BOTTOM EA"M EDGE OF THE GLAZING IS LESS THAN 60' MEAD VERTICALLY ABOVE ANY STA"DN"G OR Ill WACE. ' MECHANICAL t ELECTRICAL ALL WASTE LINES TO BE (INSULATED WITH ACOUSTIC INSLATIOL ELECTRICAL WRING SHALL CONFORM TO THE 2015 WASHINGTON STATE ELECTRICAL CODE INSTALL OUTLETS AND SWITCHES AT HEIGHTS AND LOCATIONS REQUIRED BY 205 Il2C AND THE 205 WASHINGTO4 STATE ELECTRICAL CODE LIGHTING WATTAGE SHALL MEET THE 205 UASHINGGTON STATE ELECTRICAL CODE. PROVIDE SMOKE DETECTORS TO MEET T E 205 IRO AND 2015 INTERNATIONAL FIFE CODE. SiO�E DETECTORS SHALL BE RAW WRED AND EQUIPPED WITH BATTERY BACK U°. SMOKE DETECTORS SHALL SOUND AN ALARM THAT IS AUDIBLE THROUGH OUT THE BUILDING. S'CKE DETECTORS SHALL BE PLACES AT LEAST ON PER LEVEL, 0E IN EACH SLEEPING ROOM, ONE IN HALLWAY GIVING ACCESS TO THE SLEEPING ROOMS. PROVIDE CARBON MOMDE DETECTORS AT ALL LEVEL PER 205 IRC. INSTALL A MONITORED N-FA'12 LOW VOLTAGE FIRE ALARM SYSTEM UTH HEAT SENSOR IN THE GARAGE. MGNIToRNG COMPANY TO BE LICENSED AND BONDED, INSTALL AN EXTERIOR SIREN COMECTED INTO THE ALARM SYSTEM VERTICAL D16TANM BETWEEN COOK TOG O RANGE AND HOOD SHALL BE NO LESS THAN GOAL NOT WATER HEATER SHALL BE ANC ORED OR STRAPPED FOR EAR ROL AKE AND PLACED ON R-10 PAD F LOCATED IN UNHEATED SPACE OR CONCRETE FLOOR. _- MWX4 YwNj�c(LAr? em �6-m tg;wlC52, A --1- IS)>1L hhLoni k Trc, evt&TteA3 NPR. 1+al Gobs 5SS- �1o3.s.1.1 �P�etn1 1K 5tic�,....., tNtTH} tNs tzt'dP { (a. t { { io N g3 E t � t UtJ•22 0 1U `o Gr { to t t Iw l t i N C) 0•o1 N wire f4 Q id 1 E '•v i (GS 'all cn 91475 SF Drc ZjOrrf� a4r 2.10 AC" Gb l «i M.D.C. A'a• ya 0 _t t't 0037 co 238• N T' . a Gt N t N O �a 't ` .A ?__ L. -.o_. _7r S G A L L= IN = Cn01 Ft i _ . Par. a WmY .SV . sW,G0 .:.'-sV t&o sl i S N 4 ie w In a s i c - t � N z a s v _ ' g sII Renton 7tikTn ila i� o swmTesG ". 160 fjz' �' GbtAaz ,�s Orijlj li 1 .iy � - KY c OI Vw:gC N i6C@nia. KnecmnH x'•K mumr�. i -�E Prugb,ml zcfs q(¢. rtOCPUMy 018 Cenfau � -., REVISIOtdS No changes shall Be made to the BCOpa Of Work without Dnor aporoval of the- Tukwila Building DIVIslon NOTE: Revisions require a ne'i6aan submlital and may Include additional plan GTavjW I U 45 T 14 ... G 10 40_. 4.0. .t>O .. 200 - si x L" Is Eii: iq_A-I,1 _ 51 TE r L 1 W / F 9,1 J..E.GT-- ImFc .0 is �._A,•2t:'. E x I S 1- I N C. 1 oOle- .. ItR•3.1- ..B x15 T. RUr L�GT. CIt IL ING rL Aid "T L 3 70 A•4.1 rK.r054P rL— f, r L a N V A-t— i,fL.F.stb -tFLrC-TOP GL6 pl)zf4 is o �9.A•&.1 A0G'ISA, lrllL-ITY b&'CAIL.�i .. ....... � ,ct .., � _�A_'1a''ctIL.INKP•.�" wALL.- bE'('AI.LJ.. — m ,� o on LU V Q tY S e:G T. 1 I D t � V ^ ba F• tS L.Vp SEPARATE PERMIT 0- CZ 1h __..GCoO .S'(PA14 REOtJ IRED FOR: .m.•- .`I'll 4W I L A. , WA 11 'o 115 0 (21 MGolm l 6080 �Efeatric,U E .. . _-- .. Ca/Plum6tng cT Gas Piping CityofTukwia Po W, FIANCE . l? A lk G E I.- _ . HJ O ., . _.. _. .. BUILDING DMSION STATE OP WASHINGTON ai auwscs a'serA>ocs, navk or7s -17 E-5.. c K.i 1'.T i o IJ or W ott k oaten sr aawV nG>�T,wwIEAr a N1E114R G!E FWPECL NR rrml It&Y Ntc _apHlv�T;t. L3xI5TI Jcn SEAL pNlo.tirG sroue (SUM .MIA IRN . mt sac us: ac as x tvrGaEcnw Gnx _:.T.o..._)NL.G1L/_lA.SHi .. SA LD �. T-la GiHAH4 GE nes nNacr as xaa av ne..mvE wv a asaosn m awG ro m unto ev xn __l. 14 . u h K. TPJ u I L v I ors wroccr, ocm+r tax cram. -. EN vt^.Ldr Nb GN AN48II.A' kUQrB 56j�3L T: ptaGsaat ar aawro nuas Gsaescr. oamaan ma .. {�e5»('Ta,OO {✓1M._. M14o`K r..Aj:'il Tlo44 *ALL- aaws,f Mom, _ I✓TOPI i6 1 G A"j-1 p f.t 9 4 14 R NJ W-A L L 2 __.hNOpTd.LD, _. PuE NBw SIUH*` A'j LU -_tkXISTIf4— 3U`FVkJPS9 T-b,L1z (GeILIG,ICO _...wl_I.t� Nmtz. F•L Lovh'j' Int»i ' or �KIsT tNc. 2x} ..___LI&14rb, ALL WEW WALL T© DV MSTaA.CIt 1-0 —� _ Iaaar P1-04o- ri'P. b4.TAINLW IaLfEolFl6AL :, c>uTLk?b � hwlrsYFi-a2 pS r"• G�MGU, gt=E ut.µ/ f:-M�1LPv�HJrrY �KTT e IG.�I� W I TN F,AT7�TLY � t- � � I�AAk UI ,. ALL L1WNf OARhINE"Tv t IhI7.LUPI14C/ Z > PAY "t•O. ;ME 61 AGD•B 4,�iI PJ1L1TY W LU �` __.. Rt; pU IF=R tu'(-�f ZNor PRA<WIIJ Cs M=BV(L-w � {zE67 u (R H?. tS jl$bi_j28Jbof- .lei J tG4i0.NCet 1Gt P�TJ31t3VS6 5 lu trios 140r c+}A.+xoI&i' > Q 3 A Gy � IJON cdNrM�uy`1'9rDLF Q —. w` hp ILIm H LCIa. A•D —_ (L Z -,----tnTFe,�ttq•I.r� _ toD.lkj� c.taos�-.__ — a 3 ]C Z o FIL OPY REVIEWED FOR COD C APPROVED W Petrevi No. -- . Plan renew approval rs su - omissions. ADoroval of consmrnnn — Is acknovneagea: crty or- BUILDING L 202019Tukwila DIVISION D E 5 IG N RWF D R A W N RWF C H E C K E D= RWF R E V IS 10 N 5 gvywmy %e »t VW 9W VAI-L 6!z) iq _ _...... - _ . RECEIVED CITY OF TUK%VILA JUN 112019 ® PERMIT CENTER CORRECTION LTR#--L— ....-A,p f, 291.2a 'i A-1:1 Ltl ° E e m m u a- o o a � � A m s c — o U ' L U m v w ® 4 Q n v c v - � •• r n tL/ •- v a_ oc r M-1--a-M. Ju%e T) 26111 AMANP8fl M � TMmnm M RPE W m� M (RafRtt a Ala a RY mm any Axaiecr w *EAO M PR W FtR wacw M M W wPXPWimmW..Mwm tl TM MVM DE , M Ala PRMM raR m M a m w caaEcnaR wm m pftw ANIm a m A&JtE MAY M wS1034 M m Wm USED w A4Y wiRlAiV T4H M PNY USE OVER PRP=E T"aMM Pew,ussox a wawa nv¢ ARnnEce CaHdpR 3R8 , wOWa FlAYE AAa1RVT Z > m L J ^ IM m r 6" > a 4 tL� � 0 A (L. z - q, 4 5J 4 � Z tO 3 3 Q Y LU k iT REVIEWED FOR CODE COMPLIANCE APPROVED D E S I G N RWF JUN202019 DRAWN= RWF . City Of Tukwila BUILDING DIVISION C H E C K E D ---� X--�S RWF T E V IS 10 N S V*VI-160 Ma RAM R$V 16W plfi'Fs(� s/ztlotI C1TY of: TUKNV;LA JUN 112019 PERMrr CENTER mot L1:� {GveMaaaB, " 447 • 4 ' 34. I W 14111t'i P t A kA. a-- -r' mer 3r" ON N ! = Z. �j 9ti ua 1= E a o � a- o m a 3 ° a Lu m sn T � _ m c m s c — t o m ` L Vm a to v- m b Q cq � u � 608P.1.14-61 RSTA June, 7T 20113 I war,stYaiT wm a ma +m w auras ' � m - wE NKf4RiY T Am aaa BY N RAM AA6ERCt N �WNm.EaMa MaK .�- ., � �`�✓�''L'7u:�-7!' •.\ zq, � Yll nA�BaaastEcr NIV kd 140 2dc�. Neer `,n N 1 ka S Ntttpa Prt�t �L�� _ 3�• I �4' � � '��� �� s • �� J . � I i �-�� � � 5�Q f �t •� I— o m > MAMW VAK Nsw W (- Z. 5 Q i s NAtc. i O to 3To 3v ¢ Q a \� 57 �'rastrc�'ai ' sa1Es � 4 j .. lu 7. f; Ix-ct'Tl a REVIEWED FOR CODE COMPLIANCE D E S I G N APPROVED RWF JUN202019 D R A W N RWF C H E C K E D } ( City of Tukwila RWF �GG...Lo-df-� BUILDING DIVISION R E V 15 10 N 5 � 5 . E-_..:..I/ _ -- .. .:-- -. ._:_ Warq ta•�.�� t 9=y a _ _x rg i 1 N cc -yG'�et7 i=K f6W 2T4L S-tuv rorst I w/ 20 rpt RECEIVED CITY OF i-tiKtiYELA /i awps uA_Sit JUN it 2019 PERMIT CENTERLi 1 Lu a E a- � m a m a- m a Lu cr a t- m c U m o ut Q n v s J,Uo1•t'� ,� ..ts n = m n Q_ C r I Cif mactY -� ., '-� �-`1� i�5' _ 608o L1G4:1'p ! 2n •� h8 LNrII'�Y LfiiR� row-6'6G• 4tma R W. '�i" V 'N�+SG S.tjl,Qrfy, SPATE OF WASNINGfON �5 � YES ii a owmxs xeeflamc W4 u�as .EX�'I N6W as m MUMINNp ,� rcxm er xau� RAKE MUM x ' � * xEamaxexz.¢rxxxxHnerxa MIs Ext Wxn. mx e�n�, eaYm, a:}savYn,a° xxaoa Ym mE�axmxaxrxx �i,,.` i't� I.Hau,,'AAJ' e - Lit�i?'A .... l.l(a�S _�1G. t x:mr�Yum�x•urc L l0 F { 1 "FW ML w coww x xx MY IN x vFW F RAE lAiiB1� k95Vai 6 xaum xA�i xtp®IkCG �.w� 1.►G �i.i�a� a W 3 iq > m Lu UA o 4aW, i P MOW 4"A*r i(fLG�'i N 3 Q LU i-- a; REVIEWED FOR D E S IQ N CODE COMPLIANCE RWF APPROVED D R A W N JUN202019 RWF - CHECKED, City of Tukwila RWF BUILDING DIVISION. R E V IS 10 N s �t i�EYt°jl� fl�2 YL RECEIVED CITY OF T UKWILA ...- JUN 112019 fpg of . oI - PERMIT CENTER ®;' 1 DOOR CLEARANCES X PULL SIDE (------� ITB' MPL m 4" PREFERRED NOTE: X=12" IF DOOR HAS BOTH A CLOSER AND LATCH FRONT APPROACHES ) SWINGING DOORS PUSH SIDE PULL SIDE 1-------'-"'I ' `PUSH SIDE it --- X NOTE: X=36" MIN. IF Y = 60' X=42' MIN. IF Y = 54' NOTE: Y=48" MIN. IF DOOR HAS BOTH A CLOSER AND LATCH HINGE SIDE APPROACHES -SWINGING DOORS X X 24" MN. 24' -MN. — PULL SIDE A- - PUSH SIDE r----I--� I—T-----� I i E I I —4 ' I I NOTE: Y=54" MIN. IF DOOR HAS CLOSER NOTE Y=48' MIN. IF DOOR HAS A CLOSER LATCH SIDE APPROACHES - SWINGING DOORS n I I FRONT APPROACHd? SLIDING DOORS SLIDE SIDE APPROACH - SLIDING DOORS AND FOLDING DOORS AND FOLDING DOORS X 1P MN. ----[—�� LATCH SIDE APPROACH - SUDING DOORS AND FOLDING DOORS NOTE: ALL DOORS IN ALCOVES SHAD- COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES ABBREVIATIONS ,we»a oNY a erwoca tx� A +� a a�`rnx m M � x(VI 8G xSbn10N 19 klol ID 5� � N� ,u ensvio •! ammno xn loran oEwron .mo ummwa YPn oaciova nwa. w r %•+ h3r m� = W ruf°� � nzxx� � w,vw w s�o-areo.°Y8 nv rm aiu moo an�ila m� n�ou gMd � im A imionW 10tn � W >� sv� axrnxn x .ncxo gnaw � xaaer � xs ws,:� oa to eape. an mmm , � 'L4 Haan � � ro �oveiee m1°P. eR onn ,pn � � rvnmwx re Yrrca ra � vw�wvm � ww ao�i,�c , a eaue aan � cnannw onn moo' wp1°m nn�""wm Ix ranr waua�s a�eeonm 1W01 n> �w vac eux aouuw nw oix mwm o"wao ve wms w wpm wuv� oannoeu®a woo x� le hem mo �'�Doncoekn p� M CHMO � � A"pry,p PMk�R 1011 Yi6 w'�on� a ew°0�ia,o x ero war wra. anwma w wpm ocm °fwe • ammnwWnx � awas �,,. a wea.>u- :x wean m wAm xa acorn D ow s+''st0mmo� m om ew=a m� w®men w exn � m a u wo, veasee PLAN TITLE PLAN IDENTIFICATION 1/4' = V-O" PLAN SCALE ROOMNAME ROOM IDENTIFICATION XXX Ak BUILDING SECTION X-111,I, DIRECTION OF VIEW X,A SHEET NUMBER X DETAIL NUMBER A.X SHEET NUMBER GRID LINES I X X 4>X FOUR WALL ROOM DESIGNATOR X '...... OX WINDOW TYPE O DOOR TYPE , ....',.,, ❑X CASEWORK TAG ' CD EQUIPMENT NUMBER A REVISION NUMBER ------- SITE ELEVATION �- DATUM _ EQUIPMENT: PSO (PURCHASED BY OWNER) IBC INSTALLED BY CONTRACTOR)' - NIC NOT IN CONTRACT) XXXX NEW CONTOUR ----XXXX------_ EXISTING CONTOUR l + 146.8 146.8 � 146.8 a NEW SPOT ELEVATION + 14SX(e) +146.8(tc) 146.8 tc EXISTING SPOT ELEVATION SPOT ELEVATION -TOP OF CURB k-k —T__ DIMENSION LINE A REVISION (CLOUD AROUND REVISION OPTIONAL) MATERIALS INDICATION EARTH ROCK FILL SAND/MORTAR/PLASTER �.�-"�°,""•�„"aj' CONCRETE, (CAST IN PLACE OR PRESENT) INSULATION, BATT INSULATION, RIGID PLYWOOD WOOD, FINISH ® WOOD, THROUGH MEMBER ® WOOD, INTERRUPTED MEMBER HANDICAPPED REQUIREMENTS DISABLED ACCESS SIGNAGE NOTE: ALL SIGNAGE SHALL CONFORM WITH ADP PROPORTION. C CONTRAST INCLUDING BUT NOT UMRED IL PROPORTION, COLOR CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS BLUE i/4" THICK EQUILATERAL TRIANGLE 0 WHITE MEWS & A 1/4" THICK, 120 CIRCLE 8" a WOMEN'S. COLOR & CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COIAR & CONTRAST OF THE DOOR 8" ACCESSIBILITY SIGNAGE ANSI APPROVED E.S. PLASTIC NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED -LEVER HANDLE -. �--------------- pj I I of ( Elf ' i ew 1 i 1 ------------- t.EVER HANDLE BRAILLE SIGN PER BRAILLE SU ADA REQTS. ADA REC MENS OMENS WOMENS MENS RESTRO M SIGNAGE UNISEX RESTROOM SIGNAGE PHYSICAL REQUIREMENTS 1 44" MIN. WHEELCHAIR TURNING CORRIDOR FIXTURES AND ACCESSORIES TOWEL NAPKIN MIRROR HAND TOWEL DISPENSER DISPENSER DISPENSER DRYER AND RECEPTACLE ---- w w� a o REC MMENDED MOUNTINGI HEIGHT CLEARANCE 8- MIN. MIRROR 116" it z x TotI!, o w� I � O _ h o r oa LAVATORY 6r, toe clearance URINAL MOUNTING CLEARANCES dep th NOTE: trrtN P 0: '"ozw'- z ~ INSULATE EXPOSED HOT WATER AND DRAIN PIPES UNDER LAVATORY. opoE�w� NO SHARP OR ABRASIVE SURFACES UNDER SINKS. rjy tea;¢ >ro 54'MIN.z�6a w n-41'MIN Be-4PMN wrtvo oz�Li.¢ TOILET TISSUE owao_1-_-o p -6'MPL .ttv R� �I-amu.4 va..p� N GRAB BA gy, - NOTE: LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL n gar CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 48' AND NO LOWER THAN 15" ABOVE THE FLOOR. IF THE REACH IS OVER AN 36'MAX za OBSTRUCTION BETWEEN 20' AND 25' IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED om =I1IM111m MIA TO 44" FOR FORWARD APPROACH OR 46' FOR SIDE APPROACH, PROVIDED THE PER A.D.A. VARIES OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND VARIES r MORE THAN 25' FROM THE WALL BENEATH A CONTROL MENS ROOM " WOMEN'S ROOM RAMPS AND WALKS. ---SIDEWALK - --------- �,----------- RAMPS USED BY THE HANDICAPPED SHALL HAVE SLOPES NOT GREATER THAN 3 eIF LANDING IS LESS THAN 487, ONE (1) VERTICAL TO TWELVE (12) HORIZONTAL iaw. o THEN THE SLOPE of THE FLARED pEYt:CTABL WAaNINGs: a 9 in z SIDE SHALL NOT EXCEED 1:12 e " a THE DETECTABLE WAKING SHALL e EXTEND THE FULL WIDTH AND DEPTk RAMPS HAVING SLOPES GREATER THAN ONE (1) VERTICAL TO FIFTEEN (15) OF THE CURB RAMP (PER ADAAG HORIZONTAL ARE REQUIRED TO HAVE HANDRAILS AS REQUIRED FOR STAIR- e 4.7.7) AND SHALL BE A WAYS. INTERMEDIATE HANDRAILS ARE NOT REQUIRED. CONTRASTING COLOR AND MEET THE CONFIGURATION AND DIMENSIONS SHOWN (PER ADAAG 4.29.2). MINIMUM WIDTH OF RAMP SHALL BE 3 FEET WIDE. Q`?3 • .... ... F 171E RAMP IS LA ATEDACC DIRECTLY IN CURB RAMP SURFACES ARE REQUIRED TO BE SLIP RESISTANT AND TO BE s�� $y� �::: ^:M °I• �v FRONT OF AN ADA. ACCESSIBLE MINIMUM E, CONTRASTING FINISH FROM THE ADJACENT SIDEWALK. �o �i "aFb"� QF' THEN THE LANDING MUST BE A MINRAUM OF 9 AMP MU IF THIS CANNOT BE MET, THE � RAMP MUST BE MOVED TO THE RIGHT OR WALKS SHOULD HAVE A NON -SLIP SURFACE AND SHOULD HAVE A GRADIENT V-0" 70:1 (10%) MAX. SLOPE IS LEFT OF THE ENTRANCE NOT GREATER THAN 5 PERCENT. PARKING LOT MIN.. ALLOWED WHEN 72.•t Ls NOT ATTAINABLE PARKING FOR HANDICAPPED PARKING STALL FOR THE HANDICAPPED MOTORIST SHALL BE A MINIMUM OF 13 FEET WIDE, LINE TO PROVIDE A,8 FEET PARKING AREA AND A 5 FEET LOADING AND UNLOADING AREA. WHEN MORE THAN ONE SPACE IS PROVIDED, TWO SPACES CAN BE PROVIDED WITHIN A 21 FEET WIDE AREA, LINE TO PROVIDE A 8 FEET WIDE PARKING SPACE ON EACH SIDE OF A 5 FEET WIDE LOADING AND UNLOADING AREA. EACH PARKING SPACE 1S REQUIRED TO BE AT LEAST 20 FEET LONG, - STALL SHOULD BE LOCATED ADJACENT TO HANDICAPPED RAMP. A BUMPER OR CURB IS REQUIRED IN EACH PARKING AREA TO PREVENT CARS FROM ENCROACHING OVER THE REQUIRED WIDTH OF PATHS AND WALKWAYS. CURB CUTSAND RAMPS ARE REQUIRED AS NEEDED, BUT THE RAMPS MAY NOT ENCROACH INTO ANY PARKING SPACE. v o A1Alt#ivlo> 0 3 Nbip 3 z -g z 0 i to 8'- 5'-0' min. or 8'-0' min. for vans, typ. TEXTURED RAMP SURFACE .LOSE:._ THE FIRST AC ESSIBLE SPACE SHALL „a- -0-BE VAN ACCESSIBLE US AN ADDITIONAL VAN SPACE PER EV 8 ACCESSIBLE SPACES. pj �v3 ••• ' iz�MAx. pj �Wx T•h �`--wW 1 i MAx 1 � SLOPE � Z>� my 9 IN. Y V a' Loa ¢ 0 1 1 $ -_ NOTE. FOLLOW ALL CITY OF m MISSOULA PARKING/ADA DESIGN STANDARDS a o 8,-0, 1 5,_0" 1 6>-0" • MIN. MIN. I MIN. 8'-0' FOR VANS EACH PARKING SPACE FOR THE HANDICAPPED IS REQUIRED TO BE IDENTIFIED BY A PERMANENT, REFLECTORiZED SIGN WITH THE INTERNATIONAL SYMBOL OF ACCESS. THE SIGN IS TO BE CENTERED AT THE "INTERIOR' END OF THE PARKING SPACE. THE SIGN IS TO BE A MINIMUM OF 70 SQ. INCHES, AND IS TO BE EITHER GD INCHES FROM THE BOTTOM OF SIGN TO THE SURFACE OF THE PARKING SPACE IF MOUNTED ON A POLE, OR Go,INCHES ABOVE THE SURFACE OF THE PARKING SPACE, FINISHED GRADE, GROUND OR SIDEWALK, IF MOUNTED ON THE WALL THE SURFACE OF EACH PARKING SPACE FOR THE HANDICAPPED IS REQUIRED TO HAVE I A 3 FOOT SQ. INTERNATIONAL SYMBOL OF ACCESSIBILITY STENCILED IN BLUE PAINT. SURFACE SLOPES OF PARKING SPACES FOR THE DISABLED SHOULD BE MINIMAL, NOT TO EXCEED 1/4 INCH PER FOOT IN, ANY DIRECTION, SURFACE SLOPES OF, ACCESS AISLES FOR THE DISABLED SHOULD BE MINIMAL, NOT TO EXCEED 50 1 (2%) ALL DIRECTIONS PROPORTIONS INTERNATIONAL SYMBOL OF ACCESSIBILITY * pet 20eq AWJ 21, c>!GG9i51�t\1 e as. DISPLAY CONDITIONS REVIEWED FOR CODE COMPLIANCE APPROVED Lu w >_ oc m a m Z • vd Y Lu m M, .+ C _ on •c c 0 0 U on a w ® a a � s n X.1- 7 NL uw.w�, 9iaxatMxf nAQ oyes, APoUNQlF1eS xA OF56N5 F CR WO iD AaE xm BxW NPRN=aN Hfft fPollNi misDMORwMmD m m,asmm,onsammRomm IVasxeI�al xoxawm mx w flNE4r m o a 4E xle{E m �mna m ommaR usm aYu �w�u>s� x>o � xvrrc'� maim " m v I oam sArE r8aw ai vt>a�a 'me OWNW axe fLu¢ xtasrtcr ' i- I] co > cD to - W a � 1D rs � i >• Ile < O to � 3 Q a (L z ` 9 -4 Z N 3 Q ]G Z Lu m D E S IG N = 019 RWF D R A W N RWF B ING DIVISION C H E C K E D RWF RpE V IS 10 N S �2>�vTST�p 1� f'(iaiS VI 12 5. 2 RECEIVEn CITY OF TUKWILA JUN 112019 a�R $g zoL PERMIT CENTER ( 121 HILTI X-U PAPS (2) HILTI X-U PAFS 3825PT-126-D20 CONT 302SFT-125-D20 CONT 2505FS-020 COMPRESSION STUD SEE SECTION E/SL1 INTO LOW FLUTE 0.157# X 0'-r EMBED TRACK W1 (2) #7 SCREWS s TRACK W/ 121 #7 SCREWS FOR ATTACHMENT TO OF iEI FLOOR DECK iPJ COMPOSITE BECK EA VERT & CONNECTION Mi COMPOSITE DECK TO lei COMPOSITE DECK W/ 0 EA VERT & CONNECTION IE) COMPOSITE DECK TO (@) COMPOSITE DECK (E) COMPOSITE DECK HILTI X-CC27 U27 FLOOR ABOVE. REF ARCH NOTES FOR (E) COMPOSITE DECK PER PER 12) 0.167 X 1 112" EMBED W1 (2) 0.157 X f 11T EMBED HILTI X-U PAM 0 IV- CEILING CLIP ASSEMBLY LOCATIONS ARCH ARCH / HILTI X-U PAFS a 18"on PER _ PER ARCH P@R ARCH 46° wtO Q =8° 4 TURNS CH 250SFS-D20 0 // W" IALT SIDES) 2S08F8-D20 0 / b'oa (ALT SIO@S) j 362SF5.743•D20 DIAGONAL BRACE STUDS 0 48°°a 362SF5.143-D20 ( DIAGONAL BRACE STUDS 0 48"o.c. MINtNTO REFERENCE NOTE #4 111T TYP / 3` X 18 GA STRAP X-BRACE BEND STUD WEB 1.5 MAX O 0 BACKSIDE OF VERT STUD. 00 DEGREES FOR. J 0"X IS GA BACKS[D@STRAP X-BRACEOP VERT STUD. �O BEND STUD WEB iS MAX OQ DEGREES FOR / 0 MIN (21 0.157e X 0'•i i/2" EMBED HILTI X-U 46° FASTEN TO CONT TOP & 9" d CONNECT TO 1.0 MIN 1 ANGLE/TRACK W/ FASTEN TO CONT TOP & 9" & CONNECT TO BOTTOM ANOLEITRACK Wi DECK W1 12) 0,157 i PAFS • EA COMP i 4S° s8 o COPE BRACE BEND &g' // COPE BRACE. BEND // FLANGE & CONN TO BOTTOM DECK W/ (2I 0.157 WI 17 SCREWS & TO EACH X i i/2" EMBED 13I #7 SCREWS & TO EACH X i 1/2" EMBED STUD THRU BENT & f COPED 3' WEBOA SUSPENDED / / FLANGE & CONN TO / CONT TOP TRACK SUSPENDED // CONT TOP TRACK VERT WI 12) #7 SCREWS HILTI X-U PAM VERT W1 (21 #7 SCREWS HILT! X-U PAPS WIRE. SEE SECTION CROSS TEE GELLING CEILING / / 07 SLOPE a ul MOLD SCREW SLOPE a id I E/Si.i FOR ATTACHMENT I i / s�FA BRAS -- (i 0/EA)BRA BRACE SLOPp-i9CREW SLOPE] 250SPS-D20 COMPRESSION STUD f2 GA MIN BRACING WIRES TO ROOF ABOVE. TYP MAIN BEAM NOTES& Ri � -el,NG 10'A" MAX) FONT 2503ET-026-D20 260SF8.020 0 CEiLINO' PER'ARCH CE212NG PER ARCH 'O 302SFS-749•D20 VERT STUD 0 24"o.c. CEILING PER ARCH IO 982SFS•f43.020 VERT STUD a 24"0.°. PER AlOET- P/81.1 FOR DIRECTIONS • EA LOCATION L FIELD VERIFY ALL DIMENSIONS &CONDITIONS SHOWN. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROLE@OINO W7 CONSTRUCTION. W/ I2) #7 SCREWS 0 24'oa (TYPICAL) {®•.8^ 1dAyJ 1/2" MIN SHEATHING, CEILING MAIN t/T MIN SHEATHING. 2. REFERENCE ARCHITECTURAL FOR ALL ELEVATIONS. DIMENSIONS. ETC. EA STUD 518` GYP EA SIDE CONT 260SFT-125-D20 2SOSF5-D20 0 24b.° (TYPICAL) TYP WHERE NOTED BEAM OR CROSS BEAM. TYP TYP WHERE NOTED - VERTICAL HANGER W[ftE S. INSTALL ASSEMBLY 0 /2'-0"0.a MAX IN EACH DIRECTION. TYP U.N.O. ON PLAN. 4. ATTACH COMPRESSION STUD 70 MAIN BEAM W1 1110 SCREWS. HILT3 X-U PAP9 O.16Te CONT 250.128-D24 WJ (21 f7 SCREWS O @A STUD CEILING_ _ - CEILING_ - _ _ - _ . i PER ARCH ADJACENT N COMPRESSION POST NOT X 0'-T EMBED {IYPSr BOTTOM TRACK W/ PER ARCH®®' SHOWN FOR CLART[Y 6. WHERE CEILING IS LESS THAN B'-0" WIDE. PROVIDE ONE LINE OF BRACING o MIDPOINT OF 8'-0' WIDE OR LESS WIDTH, IF CEILING IS GREATER THAN 8'•0" (E) COMPOSITE DECK HILTI X-0 PAFS 0 16'oc STAGGERED SIB' GYP PA SIDE NOTE. CONNECTION OP I41 tT SCREWS $025162.33 CEILING WIDE. PROVIDE pi LINES OF BRACING. & 12J fe SCREWS 0 250SFS-020 WALL TO FLOOR PER A/61.1 (41 #7 SCREWS L 2 X 2 X 19 GA CONT W/ #T SCREWS L 2 X 2 X 18 GA JOIST 0 18b.c CONT WJ #7 SCREWS (SPAN • 6'-0' MAXI & COMPRESSION STUD & BRACING WIRES SHALL e@ MAX. 8' FROM CROSS BEAM. PER CA STUD 3B2SFT-l28-D20 CONT TRACK TO EA VERT & HORIZ W/ 12147 SCREWS 0 EA VERT TYPICAL SOFFIT DETAIL TO EA VERT & HORIZ ISEE SECTION Gistil TYPICAL SOFFIT DETAIL TYPICAL CEILING SEISMIC BRACING ASSEMBLY ATTACHMENT 70 STRUCTURE 7. MAX. CMING FINISH WEIGHT • 3.5 Mr. TYPICAL CEILING SEISMIC BRACING ASSEMBLY ATTACHMENT TO STRUCTURE ARCH Fstt TYPICAL PARTITION WALL DETAIL TYPICAL PARTITION WALL DETAIL Astt Bsti SECTION Cstt SECTION Dstt SECTI®Id Esu SECTIO 3/4•.r-0• SECTION 3ia^.r-6^ SECTION a/4.ro aia•.ra• s/a•.I'o s:a•.rD• BALANCE OF 3828Ff•12GD20 CONT TRACK INFORMATION PER TRACK CLIP TRACK FLANGE *% 0 LAP JOINT NOTE. STUD DIMENSIONS AND ELEVATIONS PER Wt taJ f7 SCREWS s EA VERT SECTION 8151.1 W S JPC ARCHITECTS t@) C@ILMO JO1SL 20 GA & N) 0#7 X 1 EMBED HILTI X•U PAPS 0 10"0.0, TYP MIN (FIELD VERIFYI IE{ COMPOSITE DECK PER ARCH EXTERIOR WALL STUD TOP TRACK 362SFS-143-D20 382SFT•126•D20 VERT STUD 0 CONT W/ (2) #7 18°oc, TTP + INTERIOR GYPSUM SCREWS TOEA 260SWALLBOARD W.. (LT D // MOTTO 61 TRACK PER B"on (ALT SIDES) // OSECTION 8/81.1 FINISH TRACK I ONE SCREW P@R FLANGE OR TWO SCREWS PER WEB CRIPPLE STUD k)ZU SCREWS THRU GWB INTO 382SF8-143-D20 O EA tE) STUD. TYP O 10"on ( MAX CLEAR SPAN • t0'-0" SCREWS AS REQU RED OOORO��O TOP TRACK : O_ 250T150•D20 CONT / E SPRN 3S ATER THAN 10'-0`. // KING STUD OQ z W/ 121 f7 SCREWS 0 EA VERT H29FT-126-D20 CONT ADD VERT SUPPORT s MIDSPAN // OUTSIDE CORNER pGV` �o TRACK W1 txi #7 I SCREWS 0 EA STUD % / _ O / O NO SCALE ..__.,__ ao s 2505FS-020 VERT 352SPSd43-D20 STUD o 18'on 3828FS•143-D20 CEILING �' VERT STUD e JOIST 0 10"on SILL TRACKS /S"o.c.. TYP U.N.O. 141 #7 SCREWS 0 b SCREWS AS REQUIRED HEAD TO W EA CONK ITYP 3 f7 PLACES) CEILING - �, - - O �� _ O _ O - E@%TENS 0 OFND WALL STUD PLANO@S FOR CONT W/2{R SCREWS TO EA VERT 362SFS443-D20 PER ARCH CONNECTION HORIZ STUD 0 10bc. i8-0"4 9825FT-125 CONT TRACK IN WALL A W/ t21 t7 SCREWS a EA O STUD BOTTOM TRACK 20 GA MIND CONT W1 (1)i#7 VERT & JOIST. TYP 1lr MIN SHEATHING. TRACK IFIELD VERIFYI SCREW TO EA VERT & HORtz TYp 14i f7 SCREWS TYP WHERE NOTED i/2" MIN SHEATHING. 250SFS•D20 0 DRYWALL EXTERIOR SHEATHING TYP - 24'0.0. "ICALi TYPICAL ELEVATOR SOFFIT DETAI L TYPICAL CEILING JOIST DETAIL PLAN VIEW r' " METAL STUD CORNER FRAMING Jst) METAL STUD DOOR OPENING al METAL STUD NON -LOAD BRG OPENING Lst) SECTION 3i4-.ro y^L1 SECTION 3/a" . r-0^ Stl N.29. KTs• xra . 3e25FT-MS-D20 CONT TRACK W/(2) f8 SCREWS 0 EA VERT & CONNECTION _ IN COMPOSITE DECK TO (a COMPOSITE DECK W/ (2) OIS7 X f ITEMBED , PER HILTI X•U PAPS 0 10"on ARCH 981SF&f49-D20 3" X 1S GA STRAP X-BRACE DIAGONAL BRACE ♦ BACKSIDE OF VERT STUD. STUDS 0 48"oc. IO BEND STUD WEB O - PASTEN TO CONT TOP & BOTTOM ANGLE/TRACK W/ t5 MAX 00 DEGREES FOR �t0 MIN WI 010 SCREWS & TO EACH 3' & CONNECT TO i DECK W/ (?) 0.167 YERT W/ (2) t10 'CREWWS ]HOLD SCREW SLOPE 0 of X 1 1/Y" EMBED 362SFS•143-020 VERT- 362SF9443-D20 METAL _ SLOPE, SLOPE] HILTI X-U PAFS STUD o Sr.. MAX STUD 0 32"on MAX 260TIS0•D20 CONT 3825F5-/4S-D20 VERT W112) #8 SCREWS 0 EA VERT 36IS162.53 CONT STUD 0 16"o.a _ 250SFS-D20 VERT BLKG W/ (2) #8 982SP8.143-D20 VERT SCREWS INTO EA O ' 97uD s III -.-- O STUD a 24"0.0. $TOO IN 2 PLACES - CEILING & 111 #8 INTO O SOPPIT JOIST PER ARCH o',{ 2507160•D20 CONT CEILDiO _ _ _ O O O____ O_ :: O W1121 #8 SCREWS _ PER ARCH - -_ a EA VERT L2 X2 X 18 GA CONT W/ t8 SCREWS Y-8' 3621102-33 CEILING ARC 250SF5•D20 VERT TO EA VERT & HORIZ JO[ST 0 16.. {8' MAXI STUD o 10"on 1-0" AtAX (SPAN . W-O" MAXI On SECTION GIStj (41 #8 SCREWS 0 EA CONK 12'-0" MAX. iBECEPTION DETAIL M SECTION) S19 a/a^ . T. 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