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Home My WebLink AboutPermit D13-330 - MONEYTREE - TENANT IMPROVEMENTMONEYTREE 6720 FORT DENT WAY D13-0330 Parcel No: Address: • City of Tukwila Department of Community Development )6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov • DEVELOPMENT PERMIT 2954900455 Permit Number: D13-330 6720 FORT DENT WAY Project Name: MONEYTREE Issue Date: 11/25/2013 Permit Expires On: 5/24/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: JOHN C RADOVICH LLC 2835 82ND AVE SE #300 , MERCER ISLAND WA, , 98040 JEN MUKAI Phone: (425) 641-9200 909 112 AV, STE 206 , BELLEVUE WA, , 98004 BAKER CONSTRUCTION Phone: 2711 E SPRAGUE AVE , SPOKANE, WA, 99202 BAKERCD066CZ Expiration Date: 4/8/2014 SELF FUNDED BY MONEYTREE DESCRIPTION OF WORK: DEMO WALLS, DOORS & RELITES. REUSE WHERE APPLICABLE. ADD NEW PARTITIONS, SINK AND CASEWORK. CASEWORK TO BE ADA COMPLIANT. Project Valuation: $25,000.00 Fees Collected: $962.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIA Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: N Curb Cut/Access/Sidewalk: N Fire Loop Hydrant: N Flood Control Zone: Hauling/Oversize Load: N Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Yes Permit Center Authorized Signature: I hearby certify that I have read and ex provisions of law and ordinances govern Date: d this permit and know the same to be true and correct. All his work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permij and agree to the conditions attached to this permit. Signature: q�/l_ Print Name: /i�i^AKabx This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Date: C(.--75--( PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. • • 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: 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. 13: ***FIRE DEPARTMENT CONDITIONS*** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 16: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be 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 is not more than 3.5 feet (1067 mm) 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). (IFC 906.7 and IFC 906.9) 17: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 18: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 19: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 25: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 26: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) • • 27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 28: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2328. 29: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 30: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 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 in Table No. 803.5 of the International Building Code. 33: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuousplace near the main entry door. (IFC 505.1) 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 httn://www.TukwilaWA.gov Building Permit No. Project No. /3- 330 Date Application Accepted: Date Application Expires: /o//e//3 oY/a/i ( (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: 6/7 do 1 Elf D eM- 03-?,1 King Co Assessor's Tax No.:r)L1-i(' Suite Number: Floor: Tenant Name: (VIA nf7� New Tenant: ❑ Yes ..No PROPERTY OWNER Name: -3-c, 12... 011 ,.c� Address: a n o 1 L* tnn vp,z_ N e s t o, City: Re t Ii:\j J c State:' (.,110\ Zip:( azt CONTACT PERSON — person receiving all project communication Name:' -Ter\ o L2, PA ` Address: 0[ oc l i ci-_ Are �l F'1 J u pet � State: City: Vet [cave_ wit; ZigUU oa� Phone1n� _62(.4 l A'UVx: Email: n Tukwila Business License No.: l GENERAL CONTRACTOR INFORMATION Company Name: Z IC fr LCI S1-rutf'no �� Q\rteAddress: 1 1 S w r City: f�r S e: Zip: I jOR� y Phone: � -535 -36. 6 , &gyp Date: Contr Reg No. rc 0 (4(s L_ � Tukwila Business License No.: H:\Applications\Forms-Application On Lmc\201 I Applicanons\I'crmn Application Revised - 8-9-I l.docx Rcviscd: August 2011 bh ARCHITECT OF RECORD Company Name: .,--„1 pc /) (.' I ,� f (e Architect Name: dflr_� p erso n f Address: Op 09 (11-14-1 /� ` . es3E l�Zip: City: R _ 11 I State:uoin ggush. Phone: Los _414 1 .qFax: Email: I i - Ln '\OC_C3er ht TectS, Co -r\ ENGINEER OF RECORD , Name: c e 1.�,cv/cj�et� + 'N" /� tDlr\e,tre Address: Company Name: Engineer Name: Address: Lity: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) , Name: c e 1.�,cv/cj�et� + 'N" /� tDlr\e,tre Address: City: State: Zip: Page I of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ Zinzj Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Dem, I I5 , ct d 4- ( c±e5 t --e6 -c zppl rPL) e r k . G? L.�/ lc. (� 2�C -F t o,�s 5 I�,� 2.n�1 CSS �.,,�d o P/� Will there be new rack storage? ❑ Yes g. No if yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: V. Sprinklers 0 Automatic Fire Alarm ❑ None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No /f "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 "paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM 0 On-site Septic System – For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised -8.9-1 l.docx Revised: August 2011 bh Page 2 of 4 Existing nor Remo Addition to Existing Structure New Type of Construction per — IBC Type of Occupancy per IBCA ls` Floor 1 n -16'0 C Ziac 2 Floor \ 3rd Floor W 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: V. Sprinklers 0 Automatic Fire Alarm ❑ None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No /f "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 "paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM 0 On-site Septic System – For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised -8.9-1 l.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #I25 0 ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate O .. Highline ❑ ... Val ley View ❑ .. Renton ❑ ... Sewer Availability Provided. 0 .. Renton ❑ .. 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): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical information Report (Storm Drainage) ❑ .. Geotechnical Report 0 ...Bond 0 .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ... Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage improvements ❑ ...Traffic Control ❑ ...Backflow Prevention Fire Protection Irrigation ❑...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 Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ .. Grease Interceptor ❑ .. Channel ization 0 .. Trench Excavation O .. Utility Undergrounding 0 ...Temporary Water Meter Size .. WO # 0 ... Water Only Meter Size WO # ❑ ... Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ 0 ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer Monthly Service Billing to: Name: 0 ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international Building Code (current edition). 1 HEREBY CERTIFY THAT 1 HAVE READ AND AMINED PENALTY OF PERJURY BY THE LAWS OF PLICATION AND KNOW THE SAME TO BE TRUE UNDER N, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS A HORI. D AGENT: Signature: Date: fO it Ci) ( 3 Print Name: (\f‘?rL Pe- er r) Day Telephone: 2— c241,--ga Mailing Address: ( I D--11-\ (v ri kA—e ,ev U`L City Stale Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK 65:00 013-330 Address: 6720 FORT DENT WAY Apn: 2954900455 $65.00' DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R1326 R000.345.830.00.00 $65.00 $65.00 $65.00 Date Paid: Tuesday, February 25, 2014 Paid By: MONEYTREE, INC. Pay Method: CHECK 240167 Printed: Tuesday, February 25, 2014 12:56 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK - I ACCOUNT QUANTITY PAID $58480 D13-330 Address: 6720 FORT DENT WAY Apn: 2954900455 $584.80 $580.30 R000.322.100.00.00 $580.30 STATE BUILDING SURCHARGE $4.50 STATE BUILDING SURCHARGE TOTAL FEES PAID BY RECEIPT: R181 B640.237.114 $4.50 $584.80 Date Paid: Monday, November 25, 2013 Paid By: MONEYTREE Pay Method: CHECK 237486 Printed: Monday, November 25, 2013 10:56 AM 1 of 1 CRWYSTEMS • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Applicant: MONEYTREE RECEIPT Permit Number: D13-330 Status: PENDING Applied Date: 10/18/2013 Issue Date: Receipt No.: R13-02914 Initials: User ID: LAW 1632 Payment Amount: $377.20 Payment Date: 10/18/2013 02:27 PM Balance: $584.80 Payee: MONEYTREE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 236727 377.20 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 377.20 Total: $377.20 Printp.d. in -18-7013 INSPECTION NO. INSPECTION -RECORD Retain acopy with permit • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G• 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 (3:33p Project: �-_, . Type( Inspe tion:~ meq_ B Address: o-!�'y T �`� iGip Date Called: _ - - Special Instructions: Date Wanted: t T - a.m. p.m. Requester: AA Phone No. Approved per applicable codes. L] Corrections required prior to approval. COMMENTS: Insp ctor: Date:3 REINSPECTION FEE R QUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd:. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670. Permit Inspection Request Line (206)431-2451 Df3-3a Project:A A mime_ ter Type of Inspection: ,; Ad res Dae Called: _� -�: e L.' �a �?24 Jens" Special Instructions: ' 7 Date Wanted: a.m. Requester: C Phone No: Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: Date: 2w Uo (. n REINSPECTION FEREQU'IRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �-c INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36j 0 Permit Inspection Request Line (206) 431-2451 Di3-330 Projec : i O/VQ. �fC..e Type of Inspections: l' A A.,, /1 I , Date Called: Address: Co-1ZO 10r1 ..beAr Special Instructions: Date Wanted:/ 3 4 —14, a.m� p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 9n. U Ins ector: Date:' - 3 . / 4_ n REINSPECTION F REQUIRED. Prior to next inspection, fee must be paid at.6300 Sout‘ center Blvd.. Suite 100. Call to schedule reinspection. 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D+3 -330 I'f-F-011 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:) f l KJ 1•/ \A ` Q Sprinklers: Type of Inspection_11 --,(A._4.,. Ol� Address:Contact Suite #: tol 2C,i—U ,;,v,i,"`Nt. Person: Special Instructions: Pre -Fire: /Phone No.: xiApproved per applicable codes. Corrections required prior to approval. COMMENTS: EIA_ Needs Shift Inspection: Sprinklers: S--' Fire Alarm: Hood & Duct: 0 Monitor: Pre -Fire: • Permits: Occupancy Type: Inspector f q S--' Date: 3/,0// r Hrs.: / 0 C.••••*" $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D13- 33 '(- F - Q 1 1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Type of Inspection: Fire Alarm: Address:Contact Suite #: 672-0 -f (+- Tz-- KM' Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: • Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: re .5 P Y i N v u. ✓ - , P, „44.'4.,„ . ► .ov x 2- k.g s kr-L c. 1 -k-1,...4 L' - 0 2 1e\ sem. II 2. cam -e- S AJl --- — 6.s5 , LAL 0 loS4,r.,,, -d lic lowf --Cl i (tea •.1.! s ,— f S3 i, S I I s c'i- - Needs Shift Inspection: Sprinklers: =' Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ) Inspector /4'3Date: 5/ it/fid Hrs.: /. 0 ' 7 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Type �r Sprinklers: of Insp coon: A Address:,r Suite #: 72, ---U2,„4-- WM/ Contact Person: Special Instructions: -blot A-1A/Lt4---- --C i\SS ' C -i ci(-4-7 n.— Phone No.: qiApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Kes / (..._ Hood & Duct: Monitor: -blot A-1A/Lt4---- --C i\SS ' C -i ci(-4-7 n.— kk- " Occupancy Type: 1-kk- Ac ---?-,02,1/4-k_c_Ac tv-J1 (0c04?2d __4 106444,4 a-(,/ %l -4 -Ye -77--, bva t i O role r e'2-0/%74/ 40 Me "T Gid (IL , ,c,_,_,706,4_,,/ Needs Shift Inspection: : Sprinklers: Fire Alarm: Kes / (..._ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �p,1 / s3 , Date:3��/y Hrs.: �. 6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 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: 01/07/2014 Plan Check/Permit Number: D13-330 Response to Incomplete Letter # Response to Correction Letter # ✓ Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: MoneyTree C OEIVED F TUKwEA IJAN 2 7 2014! PERmrrcENTER Project Address: 6720 Fort Dent Way Tukwila, WA Contact Person: Jennifer Mukai Phone Number: (425) 641-9200 Summary of Revision: (1) door and wall added. Sheet Number(s): 1-3.1, 1-4.1.2, 1-10.1 1. (,5,1 l _1, 1,4 I , "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1 Entered in Permits Plus on Ol ( 9-1116'1 H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittaldoc Reu4 1• Mau 'MI l *PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-0330 PROJECT NAME: MONEYTREE DATE: 01/27/2014 SITE ADDRESS: 6720 FORT DENT WY Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: A1 Building Division Public Works A)//1----25-111 Fire Prevention Structural Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/30/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required El Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 02/27/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 10PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-330 DATE: 10/17/13 PROJECT NAME: MONEYTREE SITE ADDRESS: 6720 FORT DENT WY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: i^f)- wc Building `Division ' AYk -� Public Works Pmt NG io-z11) v9 -)z--13 Fire Prevention Structural 1 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10/22/13 Complete 41 Incomplete n Not Applicable LJ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 3 REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 11/19/13 Approved 1 1 Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: PROJECT NAME: 2 SITE ADDRESS: (e7) -O b -W ORIGINAL ISSUE DATE: ,j- � 13 1 PERMIT NO: I' b`?j - 330 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE •• 1 STAFF INI IALS 1-)--] - t4_________,, 6 1-1 (Am [ t « ,' r� L( Summary of Revision: CO 6.00-v- 6 Received by: et REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE • STAFF INITIALS Summary of Revision: Received by: (please print) • PIAN REVIEW CHECKLIST - (Nonstructural) Permit App. ,O/ 3 ` 7 32) By: IBC Edition /2 & State Amend. Date: /.0 V-6 Project title: +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 f -e" Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. @—Review for conformity with special detailed requirements based on use and Occupancy. Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. iew for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. G --------Review for conformity with requirements for means of egress requirements of Chapter 10 Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. Author. GLORIA CORNELL U Z i Pen Table: JPC STD.CTB Date/lime: 1/22/2014 3:50 PM EXIT FILE COPY Permit No. p 13- 330 Plan review approval is subject to errors and omissions. fk of construction documents does not authorize 01 any adopted code or ordinance. Receipt nr LiiprOVed Fie Copy ) conditions is acknowledged: By Date: City Of Tukwila UILDING DIVISION SEPARATE PERMIT REQUIRED FOR EiiAechaniga! CTElectrfc aal u Plumbing Inas Piping City of Tukwila BUILDING DIVISION BREAK AREA RISER ROO WORK AREA OFFICE EXIT , 2❑ FILE AREA 113 121'11" TRAVEL DISTANCE \ CQNFERENCE 'ROOM \ \ OFFICE OFFICE \ \ \ OFFICE OFFICE OFFICE REVISIONS No changes shall be made to the scope of work without prior approval of 1 Tukwila Building Division. NOTZ: ROV;Sti313 will require a new plan submittal end may inz, ude additional plan review fees. i i PN Exit Plan lioScale: 3/32"=1'-0" i i i 7 REVIEWED FOR CODECOMPLIANCE APPROVED FEB 0 5 2014 /1;7- kilk City of Tukwila BUILDING DIVISION MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 General Notes: Legend: Code Notes: Key Notes: 1. MEANS OF EGRESS ILLUMINATION: THE MEANS OF EGRESS (EXIT PATHWAY) AND THE EXIT DISCHARGE DOOR SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED AT AN ILLUMINATION LEVEL NOT LESS THAN 1 -FOOT CANDLE (10 LUX) AT THE WALKING SURFACE LEVEL PER IBC 1006. LIGHTING MUST BE PROVIDED WITH EMERGENCY BATTERY BACK-UP PER IBC 1006.3. 2. EGRESS LIGHTING (BATTERY PACKED) SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND LOCAL CODES/ORDINANCES. THE ENGINEER MAY USE THE ARCHITECTS EXIT DIAGRAMS AS A STARTING POINT FOR A BASIS OF DESIGN. HOWEVER, IT SHALL REMAIN THE SOLD RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL EGRESS LIGHTING I.E.; ROOMS, SPECIAL SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 3. PROVIDE AND INSTALL (BATTERY PACKED) EXIT LIGHTING AS INDICATED. FINAL EGRESS SIGNAGE QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTORS FIELD PLACEMENT DETERMINATION. "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100'-0" (75'-0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS, PER 2006 IBC 1014.3, EXCEPTION #1. "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 300'-0" (200'-0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. 111 DENOTES NUMBER OF OCCUPANTS 1. 168 TOTAL OCCUPANTS ON FIRST FLOOR: 168/4 = 42 PER EXIT. 2. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 42 x .4 = 16.8" MINIMUM EXIT WIDTH. ACTUAL PROVIDED: (2) 36" DOORS AT EAST AND WEST SIDE. ( PROVIDE EMERGENCY LIGHTING ALONG THIS PATH PER SECTION 1006.4 IBC. RIEV1SION N0.! RECEIVED CITY OF TUKWILA JAN 2 7 2014 PERMIT CENTER 13-33n DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL 01.23.14 PERMIT REVISION Exit Plan and Codes Summary I-cs.1 © 2012, JPC Architects, PLLC A 0 0 0 3 N a M M J a Author: GLORIA CORNELL Pen Table: JPC STD.CTB O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. O DEMOLISH ELECTRICAL, LOW VOLTAGE AND LIFE SAFETY EQUIPMENT/DEVICES (INCLUDING LOW VOLTAGE CABLING) AS REQUIRED FOR NEW CONSTRUCTION. LOW/LINE VOLTAGE CABLING/WIRING SHALL BE TERMINATED (REMOVED) PER MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES. REMOVE EXISTING FLOOR FINISHES IN COMMON AREAS. PREP SUBFLOOR FOR NEW FLOORING. ® PROTECT EXISTING FLOOR FINISHES TO REMAIN IN CLOSED SPACES. PROTECT AS REQUIRED. N U �„i►iJ�isoirrs�Irlriri�%r". REVIEWED FOR DE COMPLIANCE CO,. ' APPROVED FEB 0 5 2014 City of Tukwila BUILDING DIVISION U V a MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL / \ 01.23.14 PERMIT REVISION Demolition Notes: 1/22/2014 9:11 AM OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. Partition Legend: 15. DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS MUCH AS PRACTICAL AND ALLOWED BY LAW. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING TO BE REMOVED NO DESIGNATION = EXISTING TO REMAIN D = DEMOLISH &/OR SALVAGE FOR RELOCATION REVLSLON.N014. Q l3- .336 RECEIVED CITY OF TUKWILA JAN 2 7 2014 PERMIT CENTER Demolition Plan © 2012, JPC Architects, PLLC U z FLOOR PLAN.DWG Anil, "Air f7 ,iI : Air Ar , A'' lFiiJi/IiAMMII PLWAI fey , , ArAri�i.'/ NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO REFLECTED CEILING AND/OR FINISH PLAN FOR ADDITIONAL INFORMATION. ANCILLARY FURNITURE, FIXTURES AND EQUIPMENT, TENANT FURNISHED AND INSTALLED. INCLUDING, BUT NOT LIMITED TO FILE CABINETS, TABLES, CHAIRS AND NON—IDENTIFIED MILLWORK. MOBILE FILE SYSTEM. CONFORM TO MANUFACTURERS STANDARD FOR INSTALLATION TECHNIQUES. COORDINATE WITH ALL TRADES AS REQUIRED. PLASTIC LAMINATED KITCHEN CABINETRY AS FOLLOWS: • 5'-5" LF OF BASE CABINETS — TOP ROW OF DRAWERS AND SWINGING DOORS BELOW WITH ADJUSTABLE SHELVING. • 5'-5" LF OF UPPER CABINETS — SWINGING DOORS BELOW WITH ADJUSTABLE SHELVING. REFER TO ELEVATION TAGS FOR ADDITIONAL INFORMATION. CABINETRY SHALL ACCOMMODATE. FIRE EXTINGUISHER CABINET; F.E.C. (NEW AND/OR RELOCATED). MOUNT AT 54" ABOVE FINISH FLOOR (A.F.F.). PROVIDE IDENTIFICATION SIGNAGE AT EACH EXTINGUISHER LOCATION AS REQUIRED. CONFORM TO BUILDING STANDARD FOR MANUFACTURER (CABINET/BOTTLE) TYPE AND STYLE. PROVIDE AND INSTALL SAFETY GLAZING AS REQUIRED BY THE 2012 INTERNATIONAL BUILDING CODE (I.B.C.). PROVIDE AND INSTALL CARD READER SYSTEM (WITH REQUEST TO EXIT). ELECTRICAL DESIGN—BUILD CONTRACTOR TO COORDINATE WITH TENANT'S SECURITY VENDOR AS NECESSARY TO PROVIDE A FULLY FUNCTIONAL AND OPERATING SYSTEM. POWER/COMMUNICATIONS PACKAGE (WALL) WITH (1) SINGLE GANG MUD RING (WITH PULL STRING) AND (1) 110V DUPLEX. ALL HORIZONTAL DATA/COMMUNICATIONS PATHWAYS IN INSULATED WALLS SHALL BE RUN IN CONDUIT OF APPROPRIATE SIZE. CONFIGURATION TO MATCH EXISTING BUILDING STANDARD, REUSE AND REINSTALL EXISTING SALVAGED ELECTRICAL AND LOW VOLTAGE SYSTEMS (CABLING, DEVICES AND EQUIPMENT) WHERE OR WHENEVER PRACTICAL (AS APPROVED BY TENANT). REFER TO ELECTRICAL DESIGN—BUILD DOCUMENTS FOR ADDITIONAL INFORMATION. NEW CARPET TO BE INSTALLED IN OPEN AREAS PER DIRECTION OF TENANT. CONFERENCE ROOM OFFICE OFFICE OFFICE OFFICE OFFICE SCOPE OF WORK • Floor Plan Scale: 1/8"=1'-0" REVISION Partition Legend: ai Pen Table: JPC STD.CTB J m Z 0 0 U 0 Date/Time: 1/22/201 OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE SPECIAL RECEPTACLE CORE DRILL J—BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING PROXIMITY CARD READER WALL TAG MIIIIIIIMt11111=11 AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. EXISTING PARTITION/CONSTRUCTION TO REMAIN GRID HEIGHT PARTITION. REFER TO DETAIL 3/1-9.1. 13 330 NOTE: AT LOCATIONS AS NECESSITATED BY POCKET DOOR SYSTEMS, "IN—WALL" ELECTRICAL AND/OR MECHANICAL SYSTEMS PROVIDE APPROPRIATE METAL STUD WIDTH TO ACCOMMODATE SIZING REQUIREMENT. CONFORM TO SPECIFIED METAL GAUGE AND SPACING AS INDICATED BY WALL TYPE. REFER TO CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION. RECEIVED CITY OF TUKWILA NO DESIGNATION = EXISTING TO REMAIN N = NEW JAN 2 7 2014 PERMIT CENTER MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL 1 01.23.14 PERMIT REVISION Floor Plan 1-3.1 © 2012, JPC Architects, PLLC U z DEMO REFLECTED CEILING PLAN.DWG 12 A A Author. GLORIA CORNELL 00 U 0 In Pen Table: JPC 0 0 E 5 � ID97 ........... .......... .......... f� VA VA rirrl►i'-rirl�ei•irrrr�•i.i.... riiir jr riri ri. rit r, .. iJ�il� : " r.✓r�►i�►iriril► r , , TJIrl� . rrrilrJ►� , ,:►rririri�"i4iI'St T.+i►i�rl► r r r4 4' I� -- bt- r , .d► - .++► - — .---- - — J►' .+1► .Ji WA WA r� �l�l' �► ,,,, ,-� i-.-��.��. 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REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. 0 REMOVE, SALVAGE AND/OR DEMOLISH EXISTING LIGHTING AND LIGHTING SYSTEMS. REFER TO SYMBOLS LEGEND, REFLECTED CEILING PLAN AND DESIGN—BUILD ELECTRICAL DOCUMENTS FOR ADDITIONAL INFORMATION. (:) EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM AND ALL EXITING DEVICES TO REMAN. REPLACE ALL BENT/SCRATCH OR OTHERWISE DAMAGED CEILING GRID AND DAMAGED AND/OR STAINED TILE WITHIN SCOPE OF NEW WORK. ASSUME 35% NEW CEILING TILE OVER SCOPE OF WORK, NOT INCLUDING LIGHT REMOVAL/RELOCATION. MODIFY EXISTING ELECTRICAL, MECHANICAL CHAN ICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK AND MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES. IT IS INTENDED THAT ARCHITECTURAL FEATURES AND LIGHTING TAKE PRECEDENCE OVER MECHANICAL SYSTEMS. FAILURE TO COORDINATE POTENTIAL CONFLICTS DURING THE DUE DILIGENCE/DESIGN DESIGN / PROCESS WILL NOT WAIVE RESPONSIBILITY TO YIELD THE FINAL DESIGN INTENT AS PRESENTED IN THE ARCHITECTS CONSTRUCTION DOCUMENTS. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NO IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES. Partition Legend: RE\flE IVSD FOR kcODE 4CDECOPLIANC! APPROVED FEB 0 5 2014 CIty of Tulavikt BALDING DIVISION EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING TO BE REMOVED NO DESIGNATION = EXISTING TO REMAIN D = DEMOLISH &/OR SALVAGE FOR RELOCATION RE, NRoti. 13' 336 RECEIVED CITY OF TUKWILA JAN 272014 PERMIT CENTER tJ') W z w s N CT c0 cr N ca MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL / \ 01.23.14 PERMIT REVISION Demo Reflected Ceiling Plan I-4.1.1 © 2012, JPC Architects, PLLC �, .�_.—�.�� _� ;mss �__•Is_ — —"`—�' — — ; , . 1rr �, _ —_4�. r _5711 /// -//w f!//////W //%..%/J////////IP//'/.1eOZAAre 40110r ArAr/ �A:1r ##w , /."1,r '#/ ///1//4% /1/ 4 I% 1% IIJ 1%/ 1' 1°�' 1' 1 � i 1 tt R 1 1' 0 I 1 1 �' 1i 11 I 1 1 1 �% 1� 1 1 1 I i% 11 • 114, ../A1 1/1.741 /4/4// I■■■Il11ib ..� I■■■1111■'■■\` IDII R15ti 1■■111111E ■5I11■11111M AIME 7, ,i■■■■!1■�11■■■11�■■■IUI■■ir..lmo.■■ir■■■■■■■■■■�■ti 1�11:11M IIh■■117 S\�■ U 11 ■■■■111'■■■■■l ■■■■N� ■■■■■■■■■■■�] 1■■■L1■\OR\•■IAR\M NIE1■■1 ■111■■1■ ■■I■■ ■ /MI■■■■■■■■■■■P] 1■111 IIIILIEIEMEMEWIMMIN ■■U mail= im P1 111111 ■r1! 1111■■■■■\'A\■ ■\11■■11111■■■■111■■■■. ■■LM■■■■■11W - I■■■MI \ ■■///■■■■\'■\■E1■`1au ate■■::■■■■■■■■r■11■■Ir■ P]' pIIII-gnzzimrLtAuruitlistntglag �■ 11111 ■ 11111 ■ ir►�©. Imo% ■■�� ■V �� ]r1llIUlPUlUUUt■■■■■■■■■■p] .M\■■N1111 ■%I■■■■►7■■■�i1■■■■■T■■■■��■■■■■■■■■■■�] ��■■■■ ■s■■■■1111111■■■I■■■■■;�•■ RE 1111 lan1111 la� �] �VM■%I■■11■«1■■rE111 ■ �� ■■1 ■ EE ■E� ■■■■■■■■■■■M �WiM■ alm ■111■■`JIII ■■1111■11111111101 ■■111■■111•■■■MII] \1111■111111111111 ■11�■■I ■■�■�� ■ ME ■11 iE 1111 MEM \�■111■■EN111■EM■■111EE■ i ■■■■■1111■■■■ ] X111■■■■1�1,�■■■■1■■■■■i■■■■'■■"E'E J ELT- Key Notes: @ NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. O LIGHTING FIXTURES (NEW AND/OR RELOCATED). REFER TO ELECTRICAL DESIGN -BUILD DOCUMENTS FOR INFORMATION ON SPECIFIC TYPE, STYLE, MANUFACTURER AND SWITCHING. O EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND LOCAL CODES/ORDINANCES. THE ENGINEER MAY USE THE ARCHITECTS EXIT DIAGRAM AS STARTING POINT FOR A BASIS OF DESIGN. HOWEVER, IT SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL EGRESS LIGHTING I.E.; ROOMS, SPECIAL SPACES, PATHWAYS, YS ETC. PER THE AFOREMENTIONED CODES. ANAL EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. EXIT LIGHTING SHALL BE DESIGNED BASED ON THE MOST CURRENT ISSUE OF THE IBC, IFC, AND LOCAL CODES/ORDINANCES. FINAL EGRESS SIGNAGE QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK AND MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES/RETURNS), BALANCING, SPRINKLER HEAD AND/OR HORN/STROBE RELOCATION. REVISION Lighting Power Budget ALLOWABLE WATTAGE PER SF WATTS PER SF TOTAL ALLOWED WATTS 2630 TYPE F-1 F-2 WATTS/ FIXTURE L_ 0 0 0 0 z 0 0 CC0 J 0 7 X N F -- co co 7 0 U .. _I F 7, 0 0 0 0 O CD ▪ E ▪ k.A 1/22/2014 3:50 PM SCOPE OF WORK TOTAL WATTS 2,176 156 2,332 X1-336 Symbols Legend 4116,) Reflected Ceiling Plan Scale: 1/8"=1'-0" SYMBOL MFG. Reflected Ceiling Plan COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH 11. NEW ELEMENTS). ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS — PERMITTED SEPARATELY. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUIT, AND OTHER RELATED ITEM SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINAIRES. 12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION — RELAMP EXISTING FIXTURES. 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). 14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE. 17. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND LOCAL CODES/ORDINANCES. THE ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS (COMMON PATH OF TRAVEL/EXIT TRAVEL DISTANCE) AS STARTING POINT FOR A BASIS OF ENGINEER TO COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL EGRESS LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. SWITCH DESCRIPTION 3WAY SWITCH BLDG STD EXIT LIGHT EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE NEW BLDG STD 2x4 CEILING TILE IN EXISTING GRID BLDG STD 2x4 FLU. LIGHT FIXTURE, 2—T8 WW LAMPS BLDG STD RECESSED, FLU. DOWNLIGHT FIXTURE, 2-13W QUAD LAMPS REVIEWED FOR DE COMPLIANCE "' APPROVED FEB 0 5 2014 NO DESIGNATION = EXISTING TO REMAIN N = NEW RECEIVED CITY OF TUKWILA JAN 2 7 2014 PERMIT CENTER CD N CD W CU 4-0 s✓ w N r MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL 01.23.14 PERMIT REVISION Reflected Ceiling Plan 1-4.1.2 © 2012, JPC Architects, PLLC INTERIOR ELEVATIONS.DWG Dwg:L:\2013\13-0792\DWG\WIP\MASTER\I-8.1 Author. GLORIA CORNELL Pen Table: PC STD.CTB 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL 4" RUBBER BASE AT TOE KICK 2'-0" U.N.O. 3"1, Base Cabinet with Drawer PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS Scale: 1"=1'-0" 0 Work Area Elevation P—LAM (PL—X) VERTICAL SURFACES WITH (1) MELAMINE ADJU. SHELVES UNDERCOUNTER LIGHTING PAINTED SURFACE P—LAM (PL—X) COUNTERTOP AND BACKSPLASH P—LAM (PL—X) VERICAL SURFACES WITH DRAWER AND (1) MELAMINE ADJ. SHELF RUBBER BASE Scale: 3/8"=1'-0" PLAM AT ALL EXPOSED EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" 0.C. SHELF CLIPS 3" WIRE PULLS PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED UNDER CABINET LIGHT FIXTURE—SEE REFLECTED CEILING PLAN FOR LOCATIONS Upper Cabinet with U.C. Lighting Scale: 1"=1'-0" REFER TO ELEVATION 00 Q w 1111 w REVISONNO1LL b33� REVIEWED FOR DE COMPLIANCE APPROVED FEB 0 5 2014 w "iiy afTukwita BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 7 2014 PERMIT CENTER •ca Q N fra tn w Z C) cp c o0 N ©" -CNI 3 Os Os CO MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL / \ 01.23.14 PERMIT REVISION Interior Elevations 1-8.1 © 2012, JPC Architects, PLLC BEVtStO(NO- .REVIEWED FOR reODE COMPLIANCE APPROVED as FEB 0 5 2014 City ofTukwila BUILDING DIVISION U. z 0 J 0 CCw z 3 0 0 m Q -721- a • "§- 0 N m M U O • M 1 E o J g • C a z ce 0 0 Q a J Date/Time: 1/22/2014 9:18 18 mils STUDS (25 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON—COMPOSITE COMPOSITE 162S125 (1-5/8") 12" 7'-7" 8'-10" 16" 6'-11" 8'-4" 24" 6'-0" 7'-11" 250S125 (2-1/2") 12" 10'-6"" 11'-11" 16" 9'-6" 11'-3" 24" 7'-7" 10'-7" 362S125 3-5/8" 12" 12'-9" 15'-4" 16" 12'-7" 14'-4" 24" 13'-1" 13'-5" 400S125 (4") 12" 18'-4" 16'-5" 16" 16'-8" 15'-4" 24" 14'-7" 14' —2" 600S125 (6") 12" 25' —5" 22'-1" 16" 23'-1" 19'-9" 24" 20'-2" 16'-9" 30 mils STUDS (20 GA - DRYWALL) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON—COMPOSITE COMPOSITE 162S125 (1-5/8") 12" 9'-2" 9'-11" 16" 8'-4" 9'_2„ 24" 7'-3" 8'-3" 250S125 (2-1/2") 12" 12'-9" 13'-2" 16" 11'-7" 12'-1" 24" 10'-1" 10'-9" 362S125 3-5/8" 12" 16'-6" 17'-1" 16" 15'-0" 15'-8" 24" 13'-1" 14'-0" 400S125 (4") 12" 18'-4" 19'-0" 16" 16'-8" 17'-6" 24" 14'-7" 15'-7" 600S125 (6") 12" 25' —5" 25' —6" 16" 23'-1" 23'-2" 24" 20'-2" 20'-3" 33 mils STUDS (20 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON—COMPOSITE COMPOSITE—note 3 162S125 (1-5/8") 12" 9'-6" 10'-4" 16" 8'-7" 9'-8" 24" 7'-6" 81-9" 250S125 (2-1/2") 12" 13'-2" 13'-11" 16" 11'-11" 12'-10" 24" 10'-5" 11'-7" 362S125 3-5/8" 12" 17'-1" 17'-10" 16" 15'-6" 16'-5" 24" 13'-6" 14'-9" 400S125 (4") 12" 18'-11" 19'-11" 16" 17'-3" 18'-4" 24" 15'-0" 16'-5" 600S125 (6") 12" 26' -3" 26' —9" 16" 23'-11" 24'-6" 24" 20'-10" 21'-7" NON-BEARING NON-STRUCTURAL LIMITING WALL HEIGHT TABLES NON—BEARING WALL HEIGHT TABLE NOTES 1. WALL HEIGHTS ARE BASED ON ALLOWABLE DEFLECTION OF L/24. 2. WALLS ARE TO RECEIVE MINIMUM 1/2" GWB BOTH SIDES. 3. IF WALL HEIGHT FOR COMPOSITE ACTION IS USED, GWB IS TO BE FASTENED WITH MINIMUM #6 SCREW AT 12" O.C. 4. HEIGHTS ARE BASED ON THE SSMA CATALOG. 5. TABLES ARE BASED ON 5 PSF LATERAL LOAD. 6. TABLES TO BE USED FOR NON—BEARING NON—STRUCTURAL STUD WALLS ONLY. 7. MATERIAL GAUGES ARE FOR REFERENCE ONLY. 8. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS AND PROVIDE MECHANICAL BRACING OF STUD FLANGES PER SSMA STANDARDS. Partition Bracing Detail STUD WIDTH TO MATCH WALL; 20 GA. TRACK CONNECTED TO CONC. SLAB W/ 3/16" DIA. X 5/8" LONG POWER ACTIVATED FASTENERS (4 MIN.) STRUCTURE ABOVE STUD WIDTH TO MATCH WALL; 20 GA. BRACE ® 6'-0" O.C. MAX. 2-1/2" X 20 GA. TRACK ANCHORED TO CHANNEL ACOUSTICAL TILE CEILING BLOCKING AS REQUIRED METAL CASING BEAD 22 GA. 2-1/2" RUNNER & CONT. FOAM PAD — ATTACH TO CEILING GRID W/ (2) #10 SCREWS 24" 0.C. PAINT REVEAL FLAT BLACK OR USE BLACK RUNNER SEE PLANS FOR WALL TYPE Scale: 3"=1'-0" (E) CONCRETE OVER METAL DECK CEILING CLIP W/ (1)-0.157"0 HILTI X—J EMBEDDED 1-1/2" INTO UPPER FLUTE (3) TURNS WITHIN 1-1/2" OF END OF WIRE SEISMIC BRACE WIRE CEILING CLIP W/ (1)-0.157"0 HILTI X—J EMBEDDED 1-1/2" INTO UPPER FLUTE COMPRESSION STRUT Ceiling Bracing Diagram (E) CONCRETE OVER METAL DECK ( ) #8 SCREWS Scale: 3/4"=1'-0" SHIM AS REQ'D, SECURE TO GRID INSULATION TO EXTEND 2'—O" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL MTL. STUDS — WIDTH, GA. & SPACING AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUB—FLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE WALL TYPE STUD SIZE STUD STUDHT. THICKNESS STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING A 8'-6" 2 1/2" 18 Mils 24" O.C. 3 3/4" SB SB — REF. 5&6/I-9.1 FOR BRACING — - — — — — — — — #SB=SOUND ATTENUATION BATTS FR=FIRE RESISTIVE Grid Ht. Partition Scale: 3"=1'-0" APPROVED "FIRE EXTINGUISHER" SIGNAGE — 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8"X12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. LL 0 HANDLE Li2 LL 0 03 SCHEDULED DOOR (OPEN OR CLOSED) WALL—MOUNTED TEL. OUTLET THERMOSTAT 6 HARDWARE SET AS SCHEDULED ELEC. OUTLET TEL. OUTLET 00 T 2-3/4" VERIFY W/ HARDWARE SCHEDULE i LIGHT S CH DOTTED LI INDICATES LO, 'TION OF LARGER PLA FOR GANGED SWITCHES NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. Typical Mounting Heights NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT Scale: N.T.S. 7 NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV. SOFT—ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12'-0" 0.C. MAX. AND 6'-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT—ANNEALED MILD STEEL WIRE ENCASED IN i" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4'-0" O.C. MAX. EACH WAY. 3 TURNS MIN. WITHIN 3" TYP. NOTE #1 FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES. PROVIDE MIN. 2" WIDE WALL ANGLE MAIN RUNNER, HEAVY DUTY CROSS 'T" 45' MAX. TYP. VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE 411111111111 NOTE #2 NOTE #1 RUNNER ENDS AT OPPOSITE WALLS TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL Seismic Wire/Compression Strut Connection Scale: 3/4"=r-0" NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EACH. CONNECTION POINT NO. 9 GA. LATERAL SUPPORT WIRE AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR c, 1 RECEIVED CITY OF TUKWILA JAN 272014 PERMIT CENTER 6) Light Fixture Bracing Diagram Scale: 3/4"=1'-0" 60' MAX. TYP. 45' 4 RECESSED FLUORESCENT FIXTURE CROSS TIE MAIN STRUCTURAL RUNNER 4'-0" O.C. L) co MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL / \ 01.23.14 PERMIT REVISION Construction Details 1-9.1 © 2012, JPC Architects, PLLC Hardware Sets: HS -1 SINGLE NON—RATED DOOR WITH CARD READER AND CLOSER QTY 1-1/2 PAIR — BUTT HINGES QTY 1 — LEVER LOCKSET QTY 1 — BLDG STD. DOOR STOP QTY 1 — ELECTRIC STRIKE QTY 1 SET — SILENCERS QTY 1 — CLOSER m 0 a EE 0 0 Table: JPC STD.CTB Date/Time: 1/22/2014 9:18 AM 8" i f 0 BLDG. STD. 3'-0" X 8'-0"X 1-3/4" SC, FLUSH PANEL WOOD DOOR WITH 1/4" TEMPERED SAFETY GLASS INSERT. FINISH: BLDG. STD. STAIN BASE, AS SPECIFIED /2' 1/2" PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS Door Jamb (Head Sim) st'm fes] N (1) ADDITIONAL LAYER OF G.W.B. (WHERE OCCURS) BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) 1-3/4" S.C. B/S WOOD DOOR Scale: 6"=1'-0' Scale: 6"=1'-0" Door Schedule: CARD READER 106 0 EXISITING a) (U cc MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 108 EXISITING 109 EXISITING 110 EXISITING 111 EXISITING 112 EXISITING 113 EXISITING 114 EXISITING 115 EXISITING 154A EXISITING 154B EXISTING RBI& NOLL. 1)t3-'330 REVIEVIIED FOR ODE COMPLIANCEyy APPROVED .:. Y" tMEi7 FEB 0 5 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 7 2014 PERMIT CENTER DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL / \ 01.23.14 PERMIT REVISION Door Schedule Elevations Details (Wood) I-10.1 ,© 2012, JPC Architects, PLLC Author: JAMIE HERRING M Pen Table: JPC STD.CTB Date/Time: 10/18/2013 11:14 Moneytree. Phase IV Site Plan Scale: NTS 00.4 ........._..... ....�.a 5ERVICE ARZA 4 WASH ENCLOSURE 334.56‘ SEPARATE i,�: '... i T REQUIRED FCR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION, REVIEWED FOR CODE COMPLIANCE APPROVED OCT 302013 City o T kwiia BUILDIN L ' !VISION J PARKING PARKING c�v 157 COURTYARD SCOPE OF WO PIN WAY Sheet List Table Sheet Number Sheet Title 1-0.0 1-0.1 I—CS.1 1-1.1 1-2.1 1-3.1 1-4.1 1-5.1 1-8.1 1-9.1 1-10.1 Cover Sheet & Site Plan General Notes & Symbols Exit Plan And Codes Summary Demolition Plan Dimension Plan Floor Plan Demo Reflected Ceiling Plan Reflected Ceiling Plan Interior Elevations Construction Details Door Schedule Elevations Details Code Information: FIL�C�PY Permit No.. I � �7�. Pian review approval is subject to errors and omissions, Approval of construction documents dons not autl~r ':3 the violation of any adopted code or ordinance. Po<wpR of approved Fie l ► ,spy ,; ► conditions is acknowledg3d BY Dl: City Of Tukwila BUILDING DIVISION PROJECT ADDRESS: 6720 FORT DENT WAY TUKWILA, WA 98188 CONSTRUCTION TYPE: CONST—TYPE IIA FULLY SPRINKLERED (NON QR) OCCUPANCY: B TENANT SQUARE FOOTAGE: (area of work) 2,630 SF Building Code 2012 INTERNATIONAL BLDG CODE (IBC), WAC 51-50 2009 INTERNATIONAL FIRE CODE (IFC), IN� APPENDIX B&C Energy Code ASHINGTON STATE ENERGY CODE (WSEC), WAC 51-11 20- o INTERNATIONAL MECHANICAL CODE (IMC), WAC 51-52 JUNE 22, 2009 WA CITIES ELECTRICAL CODE, PARTS 1 & 3 AS PUBLISHED BY WA ASSOC. OF BLDG OFFICIALS 2° UNIFORM PLUMBING CODE (UPC), WAC 51-56 & 51-57 INCL. APPENDIX CHAPTERS H & L — EXCL. SECTIONS L5—L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6-4 OF APPENDIX L Zoning Code CITY OF TUKWILA ot ��a� Accessibility A -4993. CESSIBLE & USABLE BUILDINGS & Code FACILITIES (ICC/ANSI A117.1) WAC 51-50-005 Fire Code Mechanical Code Electrical Code Plumbing Code Legal Description: r N 5 V) W z w w N CT C) MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 TAX PARCEL #295490-0455 BEGINNING AT HIGHWAY ENGINEER'S STATION P.O.T. (2M) 127 +45.0 ON THE 2M LINE SHOWN ON THE STATE HIGHWAY MAP OF PRIMARY STATE HIGHWAY #1 (SR405) GREEN RIVER INTERCHANGE, SHEET 2 OF 4 SHEETS, ESTABLISHED BY COMMISION RESOLUTION #1192, FEBRUARY 19, 1962, THENCE NORTHEASTERLY AT RIGHT ANGLES TO SAID 2M LINE NORTH 30'27'06" EAST 218.36 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 140 FEET (MEASURED AT RIGHT ANGLES) NORTHEASTERLY OF THE SOUTHWESTERLY MARGIN OF VACATED KENNEDY STREET (6TH PLACE S.) AS SHOWN ON THE PLAT OF GUNDAKER'S INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 46, RECORDS OF KING COUNTY, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED HEREIN, THENCE FROM SAID TRUE POINT OF BEGINNING ALONG SAID PARALLEL LINE NORTH 59'32'54" WEST TO THE BANK OF THE GREEN RIVER, THENCE ALONG THE BANK OF THE GREEN RIVER THE FOLLOWING COURSES: NORTH 38'19'12" EAST TO A POINT LYING SOUTH 30'04'58" WEST 334.53 FEET FROM THE SOUTHWESTERLY LINE OF THE LANDS CONVEYED TO KING COUNTY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NO. 7507300471 AND NORTH 30'04'58" EAST 334.53 FEET TO SAID SOUTHWESTERLY LINE, THENCE ALONG SAID SOUTHWESTERLY LINE SOUTH 59'24'45" EAST 183.62 FEET TO A POINT ON THE NORTHWESTERLY LINE OF THE LANDS CONVEYED TO THE CITY OF TUKWILA BY QUIT CLAIM DEED RECORDED UNDER RECORDING NO. 7410290105, THENCE ALONG LAST SAID NORTHWESTERLY LINE THE FOLLOWING COURSES: FROM A TANGENT THAT BEARS SOUTH 30'53'45" WEST ALONG - THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FEET AND A CENTRAL ANGLE OF 24'24'42", AN ARC LENGTH OF 13.63 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 22'08'00" WEST 223.43 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 30'27'06" WEST 66.52 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 7708040599, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. Vicinity Map: PLANNING APPROVED • No changes'can be made.to these plans without approval from the Planning Division of DCD Approved By: ttotiSc" Project Team: SCOPE OF WORK Property Owner J.0 RADOVICH 2000 124TH AVE. NE., B103 BELLEVUE, WA 98005 425-454-6060 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. INOTE: Revisions will require a new plan submittal and may include additional plan review fees. Tenant: MON EYTREE 6720 FORT DENY WAY TUKWILA, WA 98188 206-246-3500 MEAGAN HENDERSON meagan.henderson©mone tre c.com RECEyIVE�0 CITU OF TUKWILA OCT 1 8 2013 PERMIT CENTER Architect: JPC ARCHITECTS, PLLC 909 112TH AVE NE SUITE 206 BELLEVUE, WA 98004 (425) 641-9200 MARK PETERSON — EXT. 340 markp®jpcarchitects.com JENNIFER MUKAI — EXT. 312 jenm®jpcarchitects.com General Contractor: BAKER CONSTRUCTION 2711 E. SPAGUE AVENUE SPOKANE, WA 99202 509-535-3668 LIC. NO. #BAKERCD066CZ DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL Cover Sheet & Site Plan I-0.0 © 2012, JPC Architects, PLLC Pen Table: JPC STD.CT6 Author: JAMIE HERRING Abbreviations: General Notes: A/C ACT AFF ALT. APPROX. REVIEWED FOR CODE COMPLIANCE CE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION AIR CONDITIONING ACOUSTICAL CEILING TILE ABOVE FINISH FLOOR ALTERNATE APPROXIMATE BOARD BUILDING BLOCK BLOCKING BOTTOM BUILDING STANDARD BUILT UP CABINET CEIUNG CLEAR(ANCE) COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC 11LE CENTER DEMOLITION DETAIL DRINKING FOUNTAIN DIANE ILR DIMENSION DOWN DOOR DRAWING DRAWER EAST EACH ELEVATION ELECTRICAL ELEVATOR EQUAL EQUIPMENT ESTIMATE EXISTING EXPANSION FIRE EXIINGUISHER CABINET FACTORY FINISH FULL HEIGHT FINISH(ED) FLOOR FLUORESCENT FURNISH BY OWNER, INSTALL BY CONTRACTOR FACE OF STUD(S) FACE OF CONCRETE FACE OF FINISH FOOT/FEET FURRED/FURRING GAUGE GENERAL CONTRACTOR GLASS/GLAZING GYPSUM WALL BOARD HOLLOW CORE HANDICAPPED HEADER HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATING AIR CONDITIONING INSULATION JANITOR JOINT KITCHEN LAMINATE(D) LAVATORY LEFT HAND MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURER) MINIMUM MISCELLANEOUS MOUNTED MUWON NORTH NOT IN CONTRACT NOT TO SCALE OVERALL_ ON CENTER OUTSIDE DIANE IIR OPPOSITE HAND OPENING PLASTIC LAMINATE PANEL PAIR PARTITION RADIUS RESIDENT BASE RESIDENT 1111 REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT- HAND ROOM ROUGH OPENING SOUTH SOUR CORE SEALANT SECTION SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TELEPHONE TEMPERED TENANT FURNISHED & TENANT INSTALLED THICKNESS) THRESHOLD TELEVISION TYPICAL UNFINISHED UNLESS NOTED OTHERWISE VINYL COMPOSEON TILE VENEER VERTICAL VESTIBULE VERIFY VINYL WALL COVERING WEST/WIDE WITH WOOD WITHOUT WEIGHT REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. CONTRACTOR SHALL PROVIDE 18—GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL—MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS AND TESTING). 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTAI 1 FD AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE/LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVmES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE—TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RELTTES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO OMIT TRANSITION SLOPE TO 1/8" PER FOOT. 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK—UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS, PLUMBING AND PLUMBING EQUIPMENT. 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POUSH ALL GLASS PRIOR TO PROJECT DELIVERY. 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON—COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'—O" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK. 32. MOISTURE TEST — REQUIRED FOR ALL ON GRADE SLAB CONDI11ONS DURING THE CONSTRUCTION ESTIMATING/BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE (MOISTURE TEST) FOR ALL "ON GRADE SLAB CONDITIONS". THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S), AND FLOORING SUB—CONTRACTOR FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATION/FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FPR THE FIRSTT.THOUSAND SQUARE FEET AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN SCOPE OF WORK. THE. ALCIUM CHLORIDE TEST SHALL JLE CONDUCTED IN ACCORDANCE WITH THE 1ATEST� EDITION OF }OSTM F 1869 "STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE SUN—FLOOR USING ANHYDROUS CALCIUM CHLORIDE. ,'PROVIDE A WRITTEN -REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRIT IEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE(S) SHALL BE APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR INSTALLATION/APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING PRODUCT) AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL PERFORMANCE AND UFE CYCLE GUARANTEES. 33. CONCRETE SLAB ON GRADE REPAIR — MINOR SCOPE (100 SQUARE FEET OR LESS) WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO—GRAPH AND/OR X—RAY) TO LOCATE EXISTING UTILITIES OR OTHER OBSIRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT FOR FUTURE RE—INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE—COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE -INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE—COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE—INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR/MOISTURE RESISTANT BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI HY-150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S) (BUT NOT BE LESS THAN FOUR INCHES THICK) AND j4 DOWELS SHALL BE CENTERED IN SLAB. THE CONCREIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER. ` REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. 34. CLEAN, REPAIR ANY EXISTING PERIMETER BUNDS AS REQUIRED TO BE IN A FULLY FUNCTIONING Sc OPERATIONAL MANNER. 35. COORDINATE WITH SUB—CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. 36. CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS. b 13 -33d RECEIVED CITY OF TUKWILA OCT 1 8 2013 PERMIT CENTER N ce U w V Q V a MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 Symbol Legend: 2306 (2306) ROOM NUMBER REFERENCE DOOR NUMBER REFERENCE. REVISION REFERENCE INTERIOR ELEVATION SYMBOL DETAIL REFERENCE BUBBLE JOB NORTH REFERENCE KEY (REFER TO SHEET/KEY NOTES) DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL General Notes & Symbols I-0 . 1 © 2012, JPC Architects, PLLC 2 UZ or r://r: rx lel 40 • • pia OFRF NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. DEMOLISH EXISTING PARTITION WALLS (PARTIAL GRID HEIGHT & FULL HEIGHT) PROTECT EXISTING ADJACENT SURFACES, INCLUDING BUT NOT LIMITED TO CEILING, ADJACENT WALLS AND FLOORING. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION. REMOVE AND SALVAGE EXISTING DOORS, FRAMES, SIDELITES AND HARDWARE FOR FUTURE REUSE AND REINSTALLATION. REFER TO FLOOR AND DOOR/HARDWARE SCHEDULE FOR ADDFI1ONAL INFORMATION. DEMOUSH ELECTRICAL LOW VOLTAGE AND LIFE SAFETY EQUIPMENT/DEVICES (INCLUDING LOW VOLTAGE CABLING) AS REQUIRED FOR NEW CONSTRUCTION. LOW/UNE VOLTAGE CABLING/WIRING SHALL BE TERMINATED (REMOVED) PER MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES. DEMOUSH AND DISPOSE OF EXISTING MILLWORK (UNLESS OTHERWISE REQUESTED TO BE RETAINED). TERMINATE AND CAP ALL EXISTING SUPPLY/WASTE LINES BEHIND WALL AND/OR FLOOR. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNLESS NOTED OTHERWISE. POCHE INDICATES EXTENT OF EXISTING FLOOR AND BASE, TO BE DEMOLISHED. PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW FINISH FLOORING AND BASE MATERIALS. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. PROTECT EXISTING FLOOR FINISHES TO REMAIN. PROTECT AS REQUIRED. DEMOLISH AND DISPOSE OF EXISTING KITCHEN EQUIPMENT (FREE—STANDING AND BUILT—IN), ALL RELATED MEP AND LIFE SAFETY DEVICES (INCLUDING THE ANSUL SYSTEM) AND ANCILLARY SYSTEMS. • TERMINATE AND CAP ALL EXISTING SUPPLY/WASTE LINES BEHIND WALL AND/OR FLOOR. • UNE VOLTAGE WIRING SHALL BE TERMINATED (REMOVED) PER MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES. • EXHAUST DUCTWORK RELATED TO THE COOKING/DISHWASHING EQUIPMENT SHALL BE CAPPED ABOVE THE CEILING AND MADE SAFE AND THE ROOF PLANE FROM AIR AND MOISTURE INFILTRATION. 24r,ireir. urAIVAP.ArAirAltIranir.r:i • orlIrwrAL MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION 10.16.13 PERMIT SUBMITTAL Demolition Notes: Partition Legend: cL a 0 .. )C a. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN' CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. Author: JAMIE HERRING N 0 E IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 0 ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. . CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY,- PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DEFECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 15. DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS MUCH AS PRACTICAL AND ALLOWED BY LAW. EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING TO BE REMOVED EXISTING SHELL & CORE WALLS TO REMAIN NO DESIGNATION = EXISTING TO REMAIN N = NEW D = DEMOLISH &/OR SALVAGE FOR RELOCATION M = MOVE OR RELOCATE 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER -PLATES, RESIDENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRE I L FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. b (3-33d Demolition Plan RECEIVED CITY OF TUKWILA QCT 1 8 2013 PERMIT CENTER © 2012, JPC Architects, PLLC U i i i rrArrq r .ArArwrrrr r .roAmkr+r07,�l rr rg T J+1,,rr ,-Io",�►,rojoixor,„/ rffr t r 1 i 117,707.0714/ ,or WO IF REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION CONFERENCE ROOM OFFICE Floor Plan Notes: OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 1 H SCOPE OF WORK Floor Plan Scale: 1/8"=1'-0" Author: JAMIE HERRING Date/Time: 10/18/2013 10: OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNUGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. Symbols Legend: FE. F.E.C. BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE SPECIAL RECEPTACLE CORE DRILL J -BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. POWER POLE VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING PROXIMITY CARD READER WALL TAG Key Notes: • NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO REFLECTED CEILING AND/OR FINISH PLAN FOR ADDITIONAL INFORMATION. O WHERE PRACTICAL, TENANT IMPROVEMENT WALLS HAVE BEEN ALIGNED WITH OR CENTERED ON WINDOW MUWONS, PILASTERS AND/OR STRUCTURAL COLUMNS. WALLS HAVE BEEN DIMENSIONED FOR ADDITIONAL CLARITY WHEN OR WHERE EVER NECESSARY. O AT LOCATIONS AS NECESSITATED BY "IN -WALL" ELECTRICAL AND/OR MECHANICAL SYSTEMS PROVIDE APPROPRIATE METAL STUD WIDTH TO ACCOMMODATE SIZING REQUIREMENT. CONFORM TO SPECIFIED METAL GAUGE AND SPACING AS INDICATED BY WALL TYPE. REFER TO CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION. ® POWER/COMMUNICATIONS PACKAGE (WALL) WITH (1) SINGLE GANG MUD RING (WITH PULL STRING) AND (1) 110V DUPLEX. ALL HORIZONTAL DATA/COMMUNICATIONS PATHWAYS IN INSULATED WALLS SHALL BE RUN IN CONDUIT OF APPROPRIATE SIZE. CONFIGURATION TO MATCH EXISTING BUILDING STANDARD, REUSE AND REINSTALL EXISTING SALVAGED ELECTRICAL AND LOW VOLTAGE SYSTEMS (CABLING, DEVICES AND EQUIPMENT) WHERE OR WHENEVER PRACTICAL (AS APPROVED BY TENANT). REFER TO ELECTRICAL DESIGN -BUILD DOCUMENTS FOR ADDITIONAL INFORMATION. O COPY MACHINE (T.F.T.I.) WITH (1) SINGLE GANG MUD RING (WITH PULL STRING) AND (1) 110V DEDICATED DUPLEX. COORDINATE CIRCUIT/AMP AND JACK/RECEPTACLE REQUIREMENTS WITH TENANT. REFER TO ELECTRICAL DESIGN -BUILD DOCUMENTS FOR ADDITIONAL INFORMATION. © ANCILLARY FURNITURE, FIXTURES AND EQUIPMENT, TENANT FURNISHED AND INSTALLED. INCLUDING, BUT NOT LIMITED TO FILE CABINETS, TABLES, CHAIRS AND NON -IDENTIFIED MILLWORK. MOBILE FILE SYSTEM. CONFORM TO MANUFACTURERS STANDARD FOR INSTALLATION TECHNIQUES. COORDINATE WITH ALL TRADES AS REQUIRED. • PLASTIC LAMINATED KITCHEN CABINETRY AS FOLLOWS: • 7'-6" LF OF BASE CABINETS - TOP ROW OF DRAWERS AND SWINGING DOORS BELOW WITH ADJUSTABLE SHELVING. • 35'-0" LF OF UPPER CABINETS - SWINGING DOORS BELOW WITH ADJUSTABLE SHELVING. REFER TO ELEVATION TAGS FOR ADDITIONAL INFORMATION. CABINETRY SHALL ACCOMMODATE. • (1) STAINLESS STEEL SINGLE COMPARTMENT SINK WITH FAUCET, CONTRACTOR FURNISHED/CONTRACTOR INSTALLED (C.F.C.I). • HOT WATER TANK, SIZE REQUIREMENT SHALL BE VERIFIED WITH EQUIPMENT LOADS AND TENANT NEEDS (C.F.C.I). • (1) 1AWATER SUPPLY FOR COFFEE MAKER CONNECTION; TENANT FURNISHED/TENANT INSTALLED (T.F.T.I). • (1) 1A" WATER SUPPLY FOR REFRIGERATOR CONNECTION. • (1) 3/ HP GARBAGE DISPOSAL: INSINKERATOR, BADGER DURA -DRIVE. • DISHWASHER: TENANT FURNISHED/ TENANT INSTALLED (T.F.T.1). • UNDERCOUNTER REFRIGERATOR: TENANT FURNISHED/ TENANT INSTALLED (T.F.T.I). ® FIRE EXTINGUISHER CABINET; F.E.C. (NEW AND/OR RELOCATED). MOUNT AT 54" ABOVE FINISH FLOOR (A.F.F.). PROVIDE IDENTIFICATION SIGNAGE AT EACH EXTINGUISHER LOCATION AS REQUIRED. CONFORM TO BUILDING STANDARD FOR MANUFACTURER (CABINET/BOTTLE) TYPE AND STYLE. i 0 PROVIDE AND INSTALL SAFETY GLAZING AS REQUIRED BY THE 2012 INTERNATIONAL BUILDING CODE (I.B.C.). RECEIVED CITY OF TUKWILA OCT 1 8 2613 PERMIT CENTER Partition Legend: 909 112th Avenue NE Suite 206 MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 M1111111111111t11111 EXISTING PARTITION TO BE REMOVED EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS GRID HEIGHT PARTITION. REFER TO DETAIL 3/1-9.1. br3� NOTE: AT LOCATIONS AS NECESSITATED BY POCKET DOOR SYSTEMS, "IN -WALL" ELECTRICAL AND/OR MECHANICAL SYSTEMS PROVIDE APPROPRIATE METAL STUD WIDTH TO ACCOMMODATE SIZING REQUIREMENT. CONFORM TO SPECIFIED METAL GAUGE AND SPACING AS INDICATED BY WALL TYPE. REFER TO CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION. NO DESIGNATION = EXISTING TO REMAIN N= NEW D = DEMOLISH &/OR SALVAGE FOR RELOCATION M = MOVE OR RELOCATE DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL Floor Plan 1-3.1 OD 2012, JPC Architects, PLLC U %f.+t� 4rierA rAIV%'°® .or ArAr.arasio AIPP4$!44:r ArAlrAur.r r� E rrwr r , rI�r��" 4,04, 10 Zir ■ ■■1111■�� 1 C �- _MaiNimi ■■■■■■11■■■ I■i■iMII■u■■1111■_ I■■■■ ■■■■!.■■ ■ ■ , _ r . IUU111 I■� �Ll fl ■ I ■■■`i imis ■■■m.I mo■■■■ ■�■■■■■■a� IIIII.�M� ■�■■II ■■� 11■I■■ ■■I■■■■■II■■■■ m■■ . ■ ■■■u■ I■■■■■w.mu•■ a ■■.�■I■■ ■ ■■1■■ ammo ■ ■■1, ■■■ a ■um■■ I■ ■ N7..............6 �\„■■ k ■■I ■■ 1 ■■1 ■R 11 ■■ 1 C■sU■mpu1■■ati ■ I■ ■1111 ■■/■sem■■ ■\�■11■■ly■■■■■1 ■■■■1I 1111■f; oi�a MMII■ III 11.111211121111111111110111111113111111911111111111111 -� �■■■■■■■WAMM■ I ■■I ■REM■M■MIENE�'''Z!\I//I■■ r� %IEIMMIN■■■■T■ii■■1■■■��1111■t .- ��■■■■I ■m0■■%■■■■�■■■TI■I1111■■■I■■�C a► '��.�i11■ %■■■■11(1■■r�1 I■�� ■■1■ NM ■■1FEMME ■■ ' 11■ MR/�■ ■E ■111■■I■■I I■■■■■I■l■■■Ia■■■ ■■■■■■1111■■ II■11■■il■■■■■111�■■■I■■■a11■■■■■■ '.7 R■ II■■ �� ■1 ■ �� ■■ I ■ �� ■■I ■■■ ■�■■■ �u111■■■■■ I ■■■■■ 1 ■■■■■ I ■ ■� ■•N•■ ate' i i Author. JAMIE HERRING Date/Time: 10/18/2013 1 Key Notes: Oj NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. O REMOVE, SALVAGE AND/OR DEMOLISH EXISTING LIGHTING AND LIGHTING SYSTEMS. REFER TO SYMBOLS LEGEND, REFLECTED CEILING PLAN AND DESIGN—BUILD ELECTRICAL DOCUMENTS FOR ADDITIONAL INFORMATION. EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM AND ALL EXITING DEVICES TO REMAN. REPLACE ALL BENT/SCRATCH OR OTHERWISE DAMAGED CEILING GRID AND DAMAGED AND/OR STAINED TILE WITHIN SCOPE OF NEW WORK. ASSUME 35% NEW CEILING TILE OVER SCOPE OF WORK, NOT INCLUDING LIGHT REMOVAL/RELOCATION. MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK AND MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES. IT IS INTENDED THAT ARCHITECTURAL FEATURES AND LIGHTING TAKE PRECEDENCE OVER MECHANICAL SYSTEMS. FAILURE TO COORDINATE POTENTIAL CONFLICTS DURING THE DUE DILIGENCE/DESIGN PROCESS WILL NOT WAIVE RESPONSIBILITY TO YIELD THE FINAL DESIGN INTENT AS PRESENTED IN THE ARCHITECTS CONSTRUCTION DOCUMENTS. CONTRACTOR TO VERIFY CODE COMPLIANCE OF All EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NO IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHITNG FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION Partition Legend: EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING TO BE REMOVED EXISTING SHELL & CORE WALLS TO REMAIN NO DESIGNATION = EXISTING TO REMAIN N = NEW D = DEMOLISH &/OR SALVAGE FOR RELOCATION M = MOVE OR RELOCATE b336 RECEIVED CITY OF TUKWILA OCT 1 8 2013 PERMIT CENTER MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL Demo Reflected Ceiling Plan I-4.1.1 (0 2012, JPC Archltects, PLLC ArAr f"Ar4 AFAM P., � sZdlr Are /7"-"Yrin rive" ow - or ;AV - 1111111111111111111114 ■ ■ IU'■ ■1W T ■■&bk._ ■■■■■�I1 ■�/1 M \ ■■■ O i..p■■a _`IS■I■'■�IIt■■■■I■■■mmi1■■■ m■■■■■■■■ili■ IMEMEEMEMEINEMEMORMEMMUMMERMINIMMEMMEMEMEMMEM I■■■■■■N■■I M■Mi ©� ■1■UI■ ■I■■I■ ■■I ■■ ■ 111 MMM,� ■■ A• ■ I■I■ ■■■■■■\►1.MU1 �N 1M►1I ■■I� ■■I ■■ I ■■ I ■ 11 ■■ ■ LES ■U■■■U■ ■ ■ ■ ■ ■■■/iU\m■■ ■ ma■■■■■I■■■■■I ■ ■■■ ■ am r■ om ■■ �a ■ ! ■�■ � ■ ■OM1110 ■■��■■`■�■■■ mi•EME C■■■■■■■■■■NIZI MIME ■ ■■A■ ■■%IMIMI ■ ■M■ ■■■ ■■■ MEa ■1 ■ NM ■ UNIIIIIIIMMIEEMEMIVAMMENEIPMANIMMINEMINEEMEMIMEMININIMP `‘4■■■■//■EE■■I■■■■I■■■■■I■■■■■I■■■■■§■■■■■■■ ':Zi§41111ONIIMIRINIIIIMIM ME ME Mai MN II �R/•■-Elll■■ ■I■■■ ■I■■■■■I■ ■■■■■■ ■■ �\■■■lil■■■I■ I■■■ ■ I ■ ■■■I ■ ■■■ ■■■■■■■ U111■■■■11MOM ■ 1 ■■■l■ ul MIalli ■■■■ Key Notes: 0 NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. 0 LIGHTING FIXTURES (NEW AND/OR RELOCATED). REFER TO ELECTRICAL DESIGN—BUILD DOCUMENTS FOR INFORMATION ON SPECIFIC TYPE, STYLE, MANUFACTURER AND SWITCHING. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND LOCAL CODES/ORDINANCES. THE ENGINEER MAY USE THE ARCHITECTS EXIT DIAGRAM AS STARTING POINT FOR A BASIS OF DESIGN. HOWEVER, IT SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL EGRESS UGHTING I.E.; ROOMS, SPECIAL SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTORS FIELD PLACEMENT DETERMINATION. EXIT LIGHTING SHALL BE DESIGNED BASED ON THE MOST CURRENT ISSUE OF THE IBC, IFC, AND LOCAL CODES/ORDINANCES. FINAL EGRESS SIGNAGE QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. O MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK AND MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES/RETURNS), BALANCING, SPRINKLER HEAD AND/OR HORN/STROBE RELOCATION. © MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK AND MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES/RETURNS), BALANCING, SPRINKLER HEAD AND/OR HORN/STROBE RELOCATION. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION Lighting Power Budget ALLOWABLE WATTAGE PER SF SQ. FT. N uu 03 MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 WATTS PER SF TOTAL ALLOWED WATTS 10.16.13 PERMIT SUBMITTAL 0 0 0 0 W• Id w e. wet Sc 0 N � U 0 0 I a c -N0 e � r o 0 Author: JAMIE HERRING Date/Time: 10/ 18/2013 10: Reflected Ceiling Plan COORDINATE THE'WORK OF ALL TRADES INVOLVED IN THE CEIUNG WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEIUNG ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDMDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH 11. NEW ELEMENTS). ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS — PERMITTED SEPARATELY. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, IiVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEIUNG TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, UGHT TYPES, UGHT FIXTURES, AND ASSOCIATED ITEMS. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND All OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUIT, AND OTHER RELATED ITEM SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINAIRES. 12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION — RELAMP EXISTING FIXTURES. 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). 14. CONTRACTOR TO VERIFY CODE COMPUANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPUANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE. 17. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND LOCAL CODES/ORDINANCES. THE ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS (COMMON PATH OF TRAVEL/EXIT TRAVEL DISTANCE) AS STARTING POINT FOR A BASIS OF ENGINEER TO COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL EGRESS UGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE NEW BLDG STD 2x4 CEILING TILE IN EXISTING GRID BLDG STD RECESSED, FLU. DOWNUGHT FIXTURE, 2-13W QUAD LAMPS RECEIVED CITY OF TUKWILA OCT 1 8 2013 PERMIT CENTER NO DESIGNATION = EXISTING TO REMAIN N = NEW D = DEMOLISH &/OR SALVAGE FOR RELOCATION M = MOVE OR RELOCATE I� 13- 330 Reflected Ceiling Plan I-4.1.2 © 2012, JPC Architects, PLLC U Z 0 w 0 0 CC z Et WV V) SC kio 0 V) o� 0 00 0 0 E 0 0] Q Table: JPC STD.CTB Author: JAMIE HERRING 0" FINISHED FLOOR P -LAM (PL -X) VERTICAL SURFACES WITH (1) MELAMINE ADJU. SHELVES Copy Room Elevation Scale: 1 /2"=1'-0" 9'_0„ P -LAM (PL -X) VERICAL SURFACE WITH (2) ADJ. SHELVES UNDERCOUNTER LIGHTING PAINTED SURFACE BEYOND COPIER VERIFY IN FIELD (4) EQUAL 0 FINISHED FLOOR N 0 / , \ / X OPEN TO/ BEYOND / / / / Copy Room Elevation Scale: 1 /2"=1'-0" VERIFY IN FIELD VERIFY IN FIELD 3" WIRE PULLS PLAM AT All EXTERIOR SURFACES TYPICAL 4" RUBBER BASE AT TOE KICK N REFER TO ELEVATION 2'-0" U.N.O. 3"j i Base Cabinet with Door PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS Scale: 1 "=1'—O" UNDERCOUNTER LIGHTING PAINTED SURFACE P -LAM (PLX) COUNTERTOP AND BACKSPLASH P -LAM (PL -X) VERICAL SURFACES WITH (1) MELAMINE ADJ. SHELF RUBBER BASE EXISTING COLUMN TO BE PAINTED 1.0 T.F.T.I SINGLE STAINLESS STEEL SINK AND FAUCET P -LAM (PL -X) COUNTERTOP AND BACKSPLASH T.F.T.I DISHWASHER c0 P -LAM (PL -X) VERTICAL SURFACES WITH (1) MELAMINE ADJ. SHELVES Copy Room Elevation 3 -4 7/8" Scale: 1/2"=1'-0" (4) EQUAL 0 (3) EQUAL Copy Room Elevation Scale: 1 "=1 —0" 2'-0" U.N.O. INTEGRAL TOE KICK 1'-5" ADA Base Cabinet with Sink PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED LOW PROFILE STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING HATCHED AREA INDICATES CLEARANCES REQUIRED PER ADA MELAMINE AT ALL INTERIOR SURFACES TYPICAL DIAGONAL BRACE 4" RUBBER BASE AT TOE KICK. UNDERCUT DOOR & TRIM BASE AS REQ'D TO CLEAR SPEC. FINISH FLOOR Scale: 1 "=1'-0" REE CODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION P -LAM (PL -X) VERTICAL SURFACES WITH (1) MELAMINE ADJU. SHELVES UNDERCOUNTER LIGHTING PAINTED SURFACE P -LAM (PL -X) COUNTERTOP AND BACKSPLASH P -LAM (PL -X) VERICAL SURFACES WITH (1) MELAMINE ADJ. SHELF RUBBER BASE PLAM AT ALL EXPOSED EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 3" WIRE PULLS PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED UNDER CABINET LIGHT FIXTURE -SEE REFLECTED CEILING PLAN FOR LOCATIONS '-0" UNDERCOUNTER LIGHTING PAINTED SURFACE T.F.T.I UNDERCOUNTER REFRIGERATOR P -LAM (PL -X) VERICAL SURFACES WITH (1) MELAMINE ADJ. SHELF WITH INTEGRATED TOE KICK RUBBER BASE Upper Cabinet with U.C. Lighting REFER TO ELEVATION 0 I— 0 Q > LLw w,j Lw Scale: 1 "=1'-0" RECEIVED CITY OF TUKWILA OCT 1 8 2013 PERMIT CENTER MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL Interior Elevations 1-8.1 © 2012, JPC Architects, PLLC 0 z Author: JAMIE HERRING O 0 E 18 mils STUDS (25 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON–COMPOSITE COMPOSITE 162S125 (1-5/8") 12" 7'-7" 8'-10" 16" 6'- 11" 8'-4" 24" 6'-0" 7'-11" 250S125 (2-1/2") 12" 10'-6"" 11'-11" 16" 9'-6" 11'-3" 24" 7'-7" 10'-7" 362S125 3-5/8" 12" 12'-9" 15'-4" 16" 12'-7" 14'-4" 24" 13'-1" 13'-5" 400S125 (4") 12" 18'-4" 16'-5" 16" 16'-8" 15'-4" 24" 14'-7" 14'-2" 600S125 (61 12" 25'-5" 22'-1 " 16" 23'-1" 19'-9" 24" 20'-2" 16'-9" 30 mils STUDS (20 GA – DRYWALL) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON–COMPOSITE COMPOSITE 162S125 (1-5/8") 12" 9'-2" 9'-11" 16" 8'-4" 9'-2" 24" 7'-3" 8'-3" 250S125 (2-1/2") 12" 12'-9" 13'-2" 16" 11'-7" 12'-1" 24" 10'-1" 10'-9" 362S125 3-5/8" 12" 16'-6" 17'-1" 16" 15'-0" 15'-8" 24" 13'-1" 14'-O" 400S125 (4") 12" 18'-4" 19'-0" 16" 16'-8" 17'-6" 24" 14'-7" 15'-7" 600S125 (61 12" 25'-5" 25'-6" 16" 23'-1" 23'-2" 24" 20'-2" 20'-3" 33 mils STUDS (20 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON–COMPOSITE COMPOSITE—note 3 162S125 (1-5/8") 12" 9'-6" 10'-4" 16" 8'-7" 9'-8" 24" 7'-6" 8'-9" 250S125 (2-1/2") 12" 13'-2" 13'-11" 16" 11'-11" 12'-10" 24" 10'-5" 11'-7" 362S125 3-5/8" 12" 17'-1" 17'-10" 16" 15'-6" 16'-5" 24" 13'-6" 14'-9" 400S125 (4") 12" 18'-11" 19'-11" 16" 17'-3" 18'-4" 24" 15'-0" 16'-5" 600S125 (6") 12" 26'-3" 26'-9" 16" 23'-11" 24'-6" 24" 20'-10" 21'-7" NON-BEARING NON-STRUCTURAL LIMITING WALL HEIGHT TABLES NON–BEARING WALL HEIGHT TABLE NOTES 1. WALL HEIGHTS ARE BASED ON ALLOWABLE DEFLECTION OF L/24. 2. WALLS ARE TO RECEIVE MINIMUM 1/2" GWB BOTH SIDES. 3. IF WALL HEIGHT FOR COMPOSITE ACTION IS USED, GWB IS TO BE FASTENED WITH MINIMUM #6 SCREW AT 12" 0.C. 4. HEIGHTS ARE BASED ON THE SSMA CATALOG. 5. TABLES ARE BASED ON 5 PSF LATERAL LOAD. 6. TABLES TO BE USED FOR NON–BEARING NON–STRUCTURAL STUD WALLS ONLY. 7. MATERIAL GAUGES ARE FOR REFERENCE ONLY. 8. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS AND PROVIDE MECHANICAL BRACING OF STUD FLANGES PER SSMA STANDARDS. Partition Bracing Detail STUD WIDTH TO MATCH WALL; 20 GA. TRACK CONNECTED TO CONC. SLAB W/ 3/16" DIA. X 5/8" LONG POWER ACTIVATED FASTENERS (4 MIN.) STRUCTURE ABOVE STUD WIDTH TO MATCH WALL; 20 GA. BRACE CO 6'–O" A.C. MAX. 2-1/2" X 20 GA. TRACK ANCHORED TO CHANNEL ACOUSTICAL TILE CEILING BLOCKING AS REQUIRED METAL CASING BEAD 22 GA. 2-1/2" RUNNER & CONT. FOAM PAD – ATTACH TO CEIUNG GRID W/ (2) #10 SCREWS @ 24" 0.C. PAINT REVEAL FLAT BLACK OR USE BLACK RUNNER SEE PLANS FOR WALL TYPE Scale: 3"=1'-0" (E) CONCRETE OVER. METAL DECK CEILING CLIP W/ (1)-0.157"0 HILTI X–J EMBEDDED 1-1/2" INTO UPPER FLUTE (3) TURNS WITHIN 1-1/2" OF END OF WIRE SEISMIC BRACE WIRE CEILING CLIP W/ (1)-0.157"0 HILTI X–J EMBEDDED 1-1/2" INTO UPPER FLUTE COMPRESSION STRUT (') Ceiling Bracing Diagram Scale: 3/4"=1'-0" (E) CONCRETE OVER METAL DECK ( ) #8 SCREWS 41 4 tAl 11 111 [ITl[IhII OMMlI1nllutllIl. SHIM AS REQ'D, SECURE TO GRID INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL MTL STUDS – WIDTH, GA. & SPACING AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUB–FLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE WALL TYPE WALL HT. STUD SIZE STUDTHICKNESS STUD SPACING WALL THICKNESS INSULATIONCEILING UFIRELDESIGN N0RATING/ . COMMENTS WALL A 8'-6" 2 1/2" 18 Mils 24" 0.C. 3 3/4" SB SB – REF. 5&6/I-9.1 FOR BRACING — — — — — — — — — *SB=SOUND ATTENUATION BATTS Grid Ht. Partition FR=F1RE RESISTIVE Scale: 3"=1'-0" APPROVED "FIRE EXTINGUISHER" SIGNAGE – 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8"X12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. w << co HANDLE 0 co LL r. SCHEDULED DOOR (OPEN OR CLOSED) WALL–MOUNTED TEL OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED ELEC. OUTLET — TEL OUTLET' r. 00 2-3/4" VERIFY W/ HARDWARE SCHEDULE i LIGHT S CH DOTTED U INDICATES LO OF LARGER P FOR GANGED SWITCHES TION NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. Typical Mounting Heights NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT Scale: N.T.S. 7 NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV. SOFT–ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12'-0" 0.C. MAX. AND 6'-0" MAX. FROM EACH WALL WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO UFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT–ANNEALED MILD STEEL WIRE ENCASED IN " DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4'-0" O.C. MAX. EACH WAY. 3 TURNS MIN. WITHIN 3" TYP. NOTE #1 FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES. PROVIDE#°°% -4.'"- MIN. 2" WIDE WALL ANGLE 5 MAX. TYP. MAIN RUNNER, " HEAVY DUTY 2 MAX. TYP. \� CROSS 'T" �` VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE NOTE #2 NOTE #1 RUNNER ENDS AT OPPOSITE WALLS TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL Seismic Wire/Compression Strut Connection Scale: 3/4"=1'-0" it w VERIFY TYPE B NON–FULL HEIGHT WALL, UL#U419. ACOUSTICAL CEILING GRID ONLY 9'-0" A.F.F. 1" SHAFT LINER 4", 20 Go. GALVANIZED STEEL C–T STUDS 0 24" O.C. (1) LAYER TYPE 'X' GWB. PROVIDE U.L. OR I.C.B.O. APPROVED TENTING AT ALL RECESSED FIXTURES WITHIN TUNNEL CONSTRUCTION. * REFERENCE ICBG REPORT REPORT NO. 2541 3 5/8" MTL. STUDS W/ (1) LAYER 5/8" TYPE 'X' GWB EA. SIDE TO UNDER– SIDE OF TUNNEL. FINISH FLOOR 1 Hour Rated Tunnel Enclosure Scale: 1"=1'-0" BRACE TO STRUCTURE ABOVE 4", 20 Ga. GALVANIZED STEEL C–T STUDS 24" O.C. 1" SHAFT LINER 1 Tunnel Detail REVIEWED FUR ... CODE COMPLIANCE APPROVED OCT302013 BUILDof Tukwila NG DIVISiON (1) LAYER TYPE "X" GWB Scale: 1"=1'-0" NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EACH. CONNECTION POINT NO. 9 GA. LATERAL SUPPORT WIRE AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPUED BY CEILING CONTRACTOR o RECEIVCD CITY OF TUKWILA OCT 18 2013 PERMIT CENTER 60' MAX. TYP. 45' 45' \� ` till \` RECESSED FLUORESCENT FIXTURE EC TI Light Fixture Bracing Diagram MAIN STRUCTURAL RUNNER 4'–O" O.C. Scale: 3/4'=1'-0" 113- 336 4.0 4J w Z Zr a C l w °N t +� 714 s-- �m MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL Construction Details I-.9.1 © 2012, JPC Architects, PLLC JAMIE HERRING m ? w 0 $C CIO (-) 0 d 0 Q. 10/18/2013 10:45 AM 0 E 11 1-10.1 SIM. 2'-0" U 11 1-10.1 BASE, AS SPECIFIED Door Type A BLDG. STD. 3'-0" X 8'-0"X 1-3/4" SC, . FLUSH PANEL WOOD DOOR FINISH: BLDG. STD. STAIN 1/4" TEMPERED SAFETY GLASS PER IBC SEC. 2406 NOTE ® DOOR/RELITE COMBINATION: PROVIDE METAL STUD KICKERS SUPPORT UP TO STRUCT. FOR STABILITY. Scale: 3/8"=1'-0" 1 /2" Relite Sil 1/2" 1/4" TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) CARPET Scale: 6"=1'-0" 1/2 CNI 1/2" 10) Door Jamb (Head Sim) PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS (1) ADDITIONAL LAYER OF G.W.B. (WHERE OCCURS) } r') N BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) 1-3/4" S.C. B/S WOOD DOOR Scale: 6"=1'-0" BLDG. SID. 3'-0" X 8'-O"X 1-3/4" SC, FLUSH PANEL WOOD DOOR. DOOR TO BE 1 HOUR RATED. FINISH: BLDG. STD. STAIN BASE, AS SPECIFIED 1/2" 1 1/2" 1/2" 1/4" TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER (8) Door/Relite Jamb Scale: 6"=1 '-0" BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) 1-3/4" S.C. B/S WOOD DOOR 1/2" N 1/2" L_1 1 -c" -' 1°3, Door Jamb (Head Sim) PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS (1) ADDITIONAL LAYER OF G.W.B. (WHERE OCCURS) BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) 1/4" TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER Scale: 6"=1'-0" Relite Jamb (Head Sim) Hardware Sets: HS -1 SINGLE NON -RATED DOOR WITH LATCHSET QTY 1-1/2 PAIR - BUTT HINGES QTY 1 - LEVER LATCHSET QTY 1 - BLDG STD. DOOR STOP QTY 1 SET - SILENCERS HS -2 SINGLE RATED LATCHING DOOR WITH CLOSER BUILDING STANDARD CIPHER LOCK QTY 1-1/2 PAIR - BUTT HINGES QTY 1 - LEVER LATCHSET QTY 1 - BLDG STD. DOOR STOP QTY 1 SET - SILENCERS QTY 1 - SMOKE SEAL AND GASKET i ;'�'IMit rOFi .ODE COMPLIANCE APPROVED OCT 3 0 2013 City of Tukwila BUILDING DIVISION Door Schedule: N N 0) MoneyTree Phase IV Floor 1 6720 Fort Dent Way Tukwila, WA 98188 NO. TYPE HDWE FRAME RATING REMARKS REVISION 103 A HS -1 WD 106 EXISITING 108 EXISITING 109 EXISITING 110 EXISITING 111 EXISITING 112 EXISITING 113 EXISITING 114 EXISITING 115 EXISITING 116 A HS -1 WD 117 A HS -1 WD 154A EXISITING 154B EXISTING � l3- 330 RECEIVED CITY OF TUKWILA OCT 1 8 2013 PERMIT CENTER DESIGN DRAWN CHECKED NO. JPC JPC MP 13-0792 10.16.13 PERMIT SUBMITTAL Door Schedule Elevations Details (Wood) I-10.1 © 2012, JPC Architects, PLLC