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Home My WebLink AboutPermit D13-118 - MONEYTREE - TENANT IMPROVEMENTMONEYTREE 6720 FORT DENT WY D13-118 City oikukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Project Name: MONEYTREE DEVELOPMENT PERMIT Permit Number: D13-118 Issue Date: 05/10/2013 Permit Expires On: 11/06/2013 Owner: Name: JOHN C RADOVICH LLC Address: 2835 82ND AVE SE #300 , MERCER ISLAND WA 98040 Contact Person: Name: CLAIRE WIESE Address: 909 112 AV NE, SUITE 206 , BELLEVUE WA 98004 Contractor: Name: BAKER CONSTRUCTION Address: 2711 E SPRAGUE AVE , SPOKANE, WA 99202 Contractor License No: BAKERCD066CZ Lender: Name: SELF FUNDED- MONEYTREE Address: Phone: 425-641-9200 Phone: Expiration Date: 04/08/2014 DESCRIPTION OF WORK: MODIFICATIONS TO BREAK ROOM, MAIL/COPY ROOM, DEMO WALLS, CASEWORK LIGHTING. INSTALL NEW PARTITIONS, DOORS AND CASEWORK. Value of Construction: $75,000.00 Fees Collected: $2,009.09 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: II -A Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-118 Printed: 05-10-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not p esume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the p ' ormance of', . I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. / --(- /, Signature: /.. / �� / _ Date: ✓ w 1 Print Name: gls.ed"g-44-, This permit shall becozxle null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING 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. doc: IBC -7/10 D13-118 Printed: 05-10-2013 7: All construction shall be done in conform with the approved plans and the requirem of the International Building Code or International Residential air, International Mechanical Code, Washingto to Energy Code. 8: 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. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: 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. 12: ***FIRE DEPARTMENT CONDITIONS*** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: 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) 15: 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 extinguishershaving 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) 16: 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) 17: 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) 18: 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) 19: Maintain fire extinguisher coverage throughout. 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: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) doc: IBC -7/10 D13-118 Printed: 05-10-2013 25: Every exit sign and directional exit siyi 11 have plainly legible letters not less than 6 es (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" sh have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 26: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1006.1, 1006.2, 1006.3) 27: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 28: 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) 29: 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) 30: 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) 31: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 32: 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. 33: 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) 34: 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) (TEC 104.2) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 37: 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. 38: 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 conspicuous place near the main entry door. (IFC 505.1) 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 013-118 Printed: 05-10-2013 CITY OF TUKTIC Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.Rov • Building Permit No. 3— C ! e Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION � King Co Assessor's Tax No.: OCIS ` C(0 . v-1 S / Site Address: l,7 2 Fort Suite / Suite Number: )2)® Floor: Tenant Name: 1\1\611"( V%2 -t. New Tenant: ❑ Yes a.No PROPERTY OWNER Name: c ¶"zd c, V i j Address: cr)v� O \ 44., N.,....c. NE B I / City: (kl _ -eu Lye_ State: p ,S1P1 Zip:61 p)( CONTACT PERSON — person receiving all project communication Company Name: j��2Le/. Name: C k iii t \ ,c� Address: Address: q 69 11114._ I f-/.I.,e ) &' fe City: 5 (5� City: '-ekkejV,� State:' ` Zip:i& W ( tsS Phone: _coq ( �1,5n Contr Reg No.:Ra (. Email: CI' ire.. l3 P. \ OC:( -C-61 cds . (-Cd GENERAL CONTRACTOR INFORMATION Company Name: j��2Le/. �ykr-roC-t Lyl Address: Address: "1d C( l (a j \ ,►",,,, et �irt� a d� City: 5 (5� Sta : 1 31a Zip: Phone: ' 0 9 ^ rJ % _`� Contr Reg No.:Ra (. .; ^ (1/ Date: Tukwila Business License No.: City: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh ARCHITECT OF RECORD Name: �A l c,,,,,cujj Company Name: 1 7 c Are/_ t ecfs, Architect Name: N k r LkrtYrdn Address: "1d C( l (a j \ ,►",,,, et �irt� a d� States/► Zip:q`)/ City: (�AIJe�' l �_cnq Phone:ll i i _c cas -C23i _ 8 Email: pir Li) C) 1 oLarci ll 'f ((1,, ENGINEER OF RECORD Name: �A l c,,,,,cujj ce -c '" `.O',e y f c_e_ Company Name: City: State: Zip: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095)x Name: �A l c,,,,,cujj ce -c '" `.O',e y f c_e_ Address: I City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATICO206-431-3670 Valuation of Project (contractor's bid price): $ 15,060 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): rAoat ., bfet 64)(V\ (At( I C 1-6" , O-emw co? ((y, case LJt , ; 5\ -E -\,k5 I I r\ -t;) p r-Gt-f(.citr\s , CL6LYs, cac-e k_ . Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide AH Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 1$, Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes p. No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor 2"a Floor 0 0-74 ] v" (3 1� 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 1$, Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes p. No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF€ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 0 ... Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Valley View ... ▪ Sewer Availability Provided ❑ .. Highline 0 .. Renton ❑ .. Renton 0 .. Seattle Sptic 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): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ... Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis 0 ...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 0 .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ... Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ A r INED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAW ' ""'}� WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: Print Name: Mailing Address: R \A 4 H:\ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 bh Date: ay Telephone: 4,i41W1.4 City State Page 4 of 4 • 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: D13-118 Status: APPROVED Applied Date: 04/16/2013 Issue Date: Receipt No.: R13-01594 Initials: User ID: LAW 1632 Payment Amount: $1,219.40 Payment Date: 05/10/2013 01:42 PM Balance: $0.00 Payee: MONEYTREE INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 232459 1,219.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $1,219.40 1,214.90 4.50 0.x..4...1• AG I A 9/1I Z 1 • CCity 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: D13-118 Status: PENDING Applied Date: 04/16/2013 Issue Date: Receipt No.: R13-01338 Payment Amount: $789.69 Initials: WER Payment Date: 04/16/2013 03:41 PM User ID: 1655 Balance: $1,219.40 Payee: MONEYTREE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 231829 789.69 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 789.69 Total: $789.69 Printorl• 04_IR_2f13 �4 INSPECTION RECORD Retain a copy with permit 17 / 3 - / tg INSPECTION NO. PERMIT NO. iAl CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 �(206) 431-3670 Permit Inspection Request Line (206) 431-2451 - Project: Make !rP`e Type of Inspection: P Al . vN Io,n U Address: (n'7 7,0 A9 r`i _,0 Date Called: Special Instructions: /7 Date Wanted: .. qm Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: QIM7r / 1 I Inspect r: i Date_ 3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:Type MtA.e. `I�re� of Inspection: U el&. LcofFrIA-7 Address: to .r`C_ D C Date C ed: � 1 -�1✓t�, Special Instructions: Date Wanted:4. m j ` 3 p.m. Requester: Phone No: s401—moi s-2,-Prt- Approved per applicable codes. Corrections required prior to approval. COMMENTS: ()( L Co f. tom ' 'i Inspect -41 n /V REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite -100. Call to schedule reinspection. Date: INSP TION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: M o & e _c e i r Type of Inspect on: Sus . `-G:._:.1, - A 6. Addres_. t n �� r ( !) Pte` --Q Date Called: Spe ial Instructions: Date Wanted: a.m. 7,(Z, —13 p.m. Requester: Phone No: r oq - 4/7s -z032__ EiApproved per applicable codes.: Corrections required prior to approval. COMMENTS: S�J \-1-70 r 1.. nspctor: Date n REINSPECTION FEE REQUIRED /Prigr to next inspection. fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projec °---_, I Type -of Inspection: Address: ,� (0 (- n %�U`t D T Date Called: Special Instructions: DateWanted:' '�a.n.i.. "-3 40 " %3 p.m. Requester: Phge2—! _4`15 -u t ElApproved per applicable codes. Corrections required prior to approval. COMMENTS:. I ri _.Ark 0 eA: 6 ,'- __, su ' .,`' re=p' `r- '/•, Inspector:roud,\\I ' % o� n REINSPECTION FEE REQUIRED. PrioY next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. P INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 013 419 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Prosect: /Heae re.c.-Q_dam Sprinklers: Type of Inspection: / % firer- A-i�ct / Address: / Suite #: a‘7Z' 6r' 19t,,,, I -- Contact Person: Special Special Instructions: Occupancy Type: , Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: iej r pi44 ire_ Find Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , Inspector: . r PIS- ( Date: v 3 // 3 Hrs.: o <— $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE :DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 • Project: OP *-7 -e,_ Type of Inspection: S e ce)t.)--/21— Address: 7c), o Suite #: A t.e,tdcfc f y Contact Person: Special Instrrucctions: Occupancy Type: Phone No.: - ,, vtAPproved per applicable codes. Corr9 ons. requiredrprior'to,ap COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: �'',. Pre -Fire: Permits: Occupancy Type: --f . —e7` k 0{A r S r iu �✓ `''�f t V E� 7 I-1 — pit Ai x/1'4 6A.i �f�4,-).g.-Dui" ee 1, d f . r �J , } Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: InspectorAncyfr‘3). Date: cl 1/ 3 Hrs.: 44 il4 , V — $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 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address 9720 FORT DENT WAY Date 4/16/2013 SUITE 230 For Building Department Use _ ��Applicant COpy TUKWILA, WA 98188 Name: JPc ARCHITECTS Applicant Address: 909 112TH AVE NE, BELLEVUE, WA pL�. Applicant Phone: 424.641.9200 ow Project Description ❑ Plans Included requirements. ❑ New Building ✓ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option O Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed ig Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2 ** Gross Interior Area in ft2 Allowed x Area REVIEWED FOR CODE COMPLIANCE ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts APPROVED Proposed Lighting Wattage Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed REVIEWED FOR CODE COMPLIANCE APPROVED 14A7 0 2 2013 f;ity of Tttkwilai RI III DING DIVISION Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. t3- t 8 RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage QQ Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw-in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <=150w c) electronic ballasts 3. LED lights. TABLE 15-1 Unit Liahtina Power Allowance (LPA Use' LPA' (W/ft`) Use' LPA` (W/ft`) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1-3 Occupancies 0.90 Cafeterias, fast food establishments5, restaurants/bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retain°, retail banking, mall concourses, wholesale stores .allet rack shelving ) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1-1 and 1-2 Occupancies 1.20 Transportation 0.80 Hotel/motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries5 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three -quarter -height partitions (transparent or opaque) and lighting for free-standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories!, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling -mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. CO D CM. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-118 DATE: 04-16-13 PROJECT NAME: MONEYTREE SITE ADDRESS: 6720 FORT DENT WY, SUITE 230 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued Olin,. DEPARTMENTS: _ (� - • - g(lI 04111. 4 11.13 i kP Bttir�+in� nivt�ton Fire Prevention ® Planning Division rff ' ub Ic Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04-18-13 Not Applicable Comments: Permit Center Use_Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please RouteIN Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-16-13 Approved ❑ 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: Documents/routing slip.doc 2-28-02 • PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. 0/3--//r By: IBC Edition 629& State Amend. Date: Y -2i>- ,7 Project title:��2r�cj.7 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. 131 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. —ieview for conformity with Type of Construction requirements of Chapter 6. view for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. ('Review for conformity with requirements for fire protection systems of Chapter 9. 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. Contractors or Tradespeople P ter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name BAKER CONSTRUCTION & DEV INC UBI No. 600163145 Phone 5095353668 Status Active Address 2711 E Sprague Ave License No. BAKERCD066CZ Suite/Apt. License Type Construction Contractor City Spokane Effective Date 2/9/1994 State WA Expiration Date 4/8/2014 Zip 99202 Suspend Date County Spokane Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company her Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status BAKERC'074CZ BAKER CONSTRUCTION Construction Contractor General Unused 2/9/1993 2/9/1994 Archived BAKERS'247C2 BAKER STEEL INC Construction Contractor General Unused 2/9/1976 2/9/1993 Archived Business Owner Information Name Role Effective Date Expiration Date BAKER, BARRY N Cancel Date 01/01/1980 Amount BAKER, DOUGLAS M 27 01/01/1980 C08C774809 GARBER. GEORGE J 03/31/2014 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 10 TRAVELERS CAS & SURETY CO 103544694 03/31/2002 Until Cancelled $12,000.00 01/22/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 27 Charter Oak Fire Ins Co C08C774809 03/31/2013 03/31/2014 $1,000,000.00 03/27/2013 26 American Guarantee & Liability 4278119 03/31/2012 03/31/2013 $1,000,000.00 03/30/2012 25 NATIONAL FIRE INSURANCE COMPAN 4013757137 03/31/2010 03/31/2012 $1,000,000.00 03/30/2010 24 NATIONAL FIRE INSURANCE COMPAN 4013757137 03/31/2009 03/31/2010 $1,000,000.00 03/30/2009 23 NATIONAL FIRE INS CO OF HARTFO 2091646140 03/31/2008 03/31/2009 $1,000,000.00 03/25/2008 22 ZURICH AMERICAN INS CO CP03697325 03/31/2006 03/31/2008 $1,000,000.00 03/19/2007 httns://fortress.wa.2ov/lni/bbip/Print.asnx 05/10/2013 Moneytree Phase IIIB Site Plan Scale: NTS SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing el Gas Piping City of Tukwila BUILDING DIVISION 7 6 REVISIONS No changes shall bo made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FIL Permit No. Plan review approval Is h to errors end omissions. -...... prom • con . tents does not authorize the violation of any adopted code or ordinance. Receipt approved R :ism � fpr v ' l • � ' I ` ' ' `' ed: EIY BUILDING DIVISION E 110 Sheet List Table Sheet Number Sheet Title 1-0.0 Cover Sheet & Site Plan 1-0.1 General Notes. & Symbols I—CS.1 Exit Plan And Codes Summary 1-1.1 Demolition Plan 1-2.1 Dimension Plan 1-3.1 Floor Plan 1-4.1 Demo Reflected Ceiling Plan 1-5.1 Reflected Ceiling Plan 1-6.1 Finish Plan And Finish Schedule 1-7.1 Enlarged Plans 1-8.1 Interior Elevations 1-9.1 Construction Details 1-9.3 Casework Details 1-10.1 Door Schedule Elevations Details (Wood) Code Information: REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 2 2013 City of T wila BUILDIN IVISION PROJECT ADDRESS: 6720 FORT DENT WAY SUITE 230 TUKWILA, WA 98188 CONSTRUCTION TYPE: CONST—TYPE IIA FULLY SPRINKLERED (NON QR) OCCUPANCY: B TENANT SQUARE FOOTAGE: (area of work) 2,074 SF Building Code Fire Code Energy Code Mechanical Code Electrical Code Plumbing Code Zoning Code Accessibility Code Legal Description: 2009 INTERNATIONAL BLDG CODE (IBC), WAC 51-50 2009 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B&C 2009 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51-11 2009 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 2009 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 CITY OF TUKWILA 2003 ACCESSIBLE & USABLE BUILDINGS & FACILITIES (ICC/ANSI Al 17.1) WAC 51-50-005 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 T0, 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: PROJECT SITE Project Team:. Property Owner J.0 RADOVICH 2000 124TH AVE. NE., B103 BELLEVUE, WA 98005 425-454-6060 Tenant: RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTER MONEYTREE 6720 FORT DENY WAY TUKWILA, WA 98188 206-246-3500 MEAGAN HENDERSON meagan.henderson©maneytreeinc.com Architect: JPC ARCHITECTS, PLLC 909 112TH AVE NE SUITE 206 BELLEVUE, WA 98004 (425) 641-9200` MARK PETERSON — EXT. 340 ma rkp©jpcarchitects.com CLAIRE WIESE EXT. 351 clairew®jpcarchitects.com General Contractor: BAKER CONSTRUCTION 2711 E. SPAGUE AVENUE SPOKANE, WA 99202 509-535-3668 LIC. NO. #BAKERCD066CZ N F - '40 U w V V MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JM, CCW CCW MP 12-6803 RECEIVED APR 1 2013 TUVQN PUBLIC WORK 4/17/13 PERMIT SUBMITTAL Cover Sheet & Site Plan 1-0.0 © 2012, JPC Architects, PLLC U z W 0 LJ W U I 3 m = m H Q! Q X a 0 0 0 N N y A Author: CLAIRE WIESE Pen Table: JPC STD.CTB Date/Time: 3/6/2013 5:35 PM Abbreviations: General Notes: .O CC7 CV + m d a) � z g (T.)a� Q 41 ,,,,c la N v-- ._ " (T . C cc B Dent Wa Y WA 98188 A/C ACT AFF ALT. APPROX. BD BLDG BLK BLKG BOT B/S BU CAB CLG CLR COL CONC CONS CONT CORR CPT CT CTR DEMO DTL DF DIA DIM DN DR DWG DRW EEAST EL ELEC ELEV EEQUIP EST EXIST EXP FEC FF FHFULL F R FLUOR FOIC FOS FOC FOF FT FUR GA GCGENERAL GLGLASS/GLAZING GwB HC HCPD HDR HDWR HM HOHR HT HVAC INSUL JAN JT KIT LAM LAV LH MAX MECH MTL MEZ MFR MIN MISC MTD MUL N NIC NTS OA OC OD OH OPNG P -LAM PNL PR PTN RAD RB RT REF REFR REINF REQ REV RH RM RO S SC SEAL SECT SHT SEC S SSS STL STOR STRUC SUSP TEL TEMP TFTI THK THRESH TV 1YP UNFIN UNO VCT VEN VERT VERT VFY VWC W wo W/o WT - AIR CONDITIONING ACOUSTICAL CEILING TILE ABOVE FINISH FLOOR ALTERNATE APPROXIMATE BOARD BUILDING BLOCK BLOCKING BOTTOM BUILDING STANDARD BUILT UP CABINET CEILING CLEARANCE) COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION Dowty DOOR DRAWING DRAWER CH ELEVATION ELECTRICALWORKMANSHIP ELEVATOR EQUAL UIPMENT ESTIMATE EXISTING EXPANSION FIRE EXTINGUISHER CABINET FACTORY FINISH HEIGHT L00 FINISH(ED) FLUORESCENT FURNISH BY OWNER, INSTALL BY CONTRACTOR FACE OF STUD(S) FACE OF CONCRETE FACE OF FINISH FOOT/FEET FURRED/FURRING GAUGE CONTRACTOR GYPSUM WALL BOARD HOLLOW CORE HANDICAPPED HEADER HARDWARE HOLLOW METAL HOHORIZONTAL HO HEIGHTORIGINAL HEATING VENTILATING AIR CONDITIONING INSULATION JANITOR JOINT KITCHEN LAMINATE(D) LAVATORY LEFT HANDSUBJECT MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURE(R) MINIMUM MISCELLANEOUS MOUNTED MULLION NORTH NOT IN CONTRACT NOT To SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING PLASTIC LAMINATE PANEL PAIR PARTITION RADIUS RESILIENT BASE RESILIENT TILE REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT HAND ROUGH OPENING SOUTH SOLID CORE SEALANT SECTION SHEET SIMILAR EIC FCATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TELEPHONE TEMPERED TENANT FURNISHED & TENANT INSTALLED THICK(NESS) THRESHOLD TELEVISION TYPICAL UNFINISHED UNLESS NOTED OTHERWISE VINYL COMPOSMON TILE VENEER VERTICAL VERTICALS VERIFY VINYL WALL COVERING WEST/WIDE WITH D WITHOUT WEIGHT 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11, 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 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 SUCH31. 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 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. 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. 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. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS AND TESTING). 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 INSTALLED 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. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, 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. 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. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. 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. 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. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RELITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 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. 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. ....,., -0-- ,.-.... .. ... , 0 ..>_...,,. , AND 25. ALL GYPSUM WITH NO ADJOINING 26. MODIFY PREVENTING 27. ALL WORK 28. REFER DRYWALL/MILLWORK 29. ALL GLASS TONG PROJECT 30. ALL MILLWORK BLOCKING CONCEALED CONTRACTOR CASEWORK. 32. MOISTURE CONSTRUCTION RESPONSIBLE VAPOR INFORMATION ARCHITECTS' FOR REVIEW INSTALLATION/FINISH FINDING TESTS: A. PROVIDE FEET FLOORS CONDUCTED TEST USING THE ARCHITECT B. PROVIDE WRITTEN IF REQUIRED APPLIED MEMBRANE(S) SPECIFIED INSTALLER MEMBRANE WARRANTY MANUFACTURES PERFORMANCE 33. CONCRETE WHERE APPROPRIATE LOCATE SAW CUT PRESENT) UNDER AREA WITH SUITABLE MATERIAL). (MDD) RE -INSTALL PRESSURE NEW INFILL ON CENTER HY-150 PER ADHESIVE WELDED ADJACENT SHALL COMPRESSIVE AND IS MOISTURE IF SCOPE ENGINEER. SPECIFICATIONS 34. CLEAN, FUNCTIONING 35. COORDINATE OUTLETS, CASEWORK. 36. CASEWORK b BOARD PARTITIONS SHALL VISIBLE JOINTS. PATCH AND SURFACES WHERE REQUIRED. EXISTING SUBSTRATE AS REQUIRED NOTICEABLE LUMPS OR SHALL BE ERECTED AND TO MILLWORK SHOP DRAWINGS CONDITIONS. SHALL BE CLEAR TEMPERED MARKS SHALL NOT BE VISIBLE. DELIVERY. TO BE FASTENED TO FOR ALL MILLWORK NOT LUMBER & BLOCKING TO TO PROVIDEZ SHOP DRAWINGS: TEST - REQUIRED FOR ALL ESTIMATING/BUDGETING FOR OBTAINING FROM EMISSIONS RATE (MOISTURE SHOULD THEN BE IMMEDIATELY SELECTED FLOORING REPRESENTATIVE(S), AND APPROVAL OF APPLICABLE PRODUCTS. IF ARE IN QUESTION THE GENERAL (3) CALCIUM CHLORIDE AND (1) TEST FOR EVERY ONE WITHIN SCOPE OF WORK. IN ACCORDANCE WITH METHOD" FOR MEASURING VAPOR ANHYDROUS CALCIUM CHLORIDE. AS NOTED ABOVE. A PH PENCIL TEST AT ALL REPORT OF FINDINGS TO BY THE CALCIUM CHLORIDE TO ALL FLOORS WITHIN THE SHALL BE APPROPRIATED BY THE SPECIFIC FLOORING SHALL BE UTILIZED FOR (AS APPLICABLE TO THE SHALL BE PROVIDED DOCUMENTING INSTALLATION REQUIREMENTS AND LIFE CYCLE GUARANTEES. SLAB ON GRADE REPAIR CONCRETE SLAB ON GRADE UNDER SLAB INVESTIGATION EXISTING UTILITIES OR OTHER SLAB AT SUBJECT AREA(S) AND PROTECT FOR FUTURE SLAB WORK (INCLUDING EXCAVATION), THE PREVIOUSLY HELD MATERIALS FOR RE -INSTALLATION, DISCARD RE --COMPACT FILL SOIL OBTAINED IN GENERAL ACCORDANCE THE EXISTING VAPOR BARRIER SENSITIVE TAPE TO ENSURE TO EXISTING CONCRETE EMBEDDED 8 INCHES INTO ADHESIVE (OR SIMPSON SET MANUFACTURER'S RECOMMENDATIONS. WIRE FABRIC WITHIN SUBJECT SURFACE(S) (BUT NOT BE BE CENTERED IN SLAB. THE STRENGTH OF 3000 PSI TO BE PLACED LEVEL WITH TESTING AS SPECIFIED ABOVE. OF WORK INCLUDES STRUCTURAL REFER TO STRUCTURAL AND REQUIREMENTS. REPAIR ANY EXISTING PERIMETER & OPERATIONAL MANNER. WITH SUB -CONTRACTORS PLUMBING AND OTHER DEVICES SHALL CONFORM TO A.W.I. BE TAPED, SPACKLED AND SANDED SMOOTH REPAIR SURFACES TO MATCH ADJACENT OR ALL SURFACES SHALL BE ALIGNED. TO RECEIVE NEW FLOORING MATERIALS, THUS DEPRESSIONS. INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. FOR SPECIFIC DETAILS OF COORDINATION BETWEEN GLASS, UNLESS OTHERWISE NOTED. GLAZING CLEAN AND POLISH ALL GLASS PRIOR TO THE PARTITION. PROVIDE NON-COMBUSTIBLE SUPPORTED BY FLOOR OR ABOVE 4'-O" HT. ALL BE FIRE TREATED.CA FOR: HVAC, CARPET SEAMING, LIGHTING, ON GRADE SLAB CONDITIONS DURING THE PROCESS THE GENERAL CONTRACTOR SHALL BE THE BUILDING OWNER DOCUMENTATION AS TO THE TEST) FOR ALL "ON GRADE SLAB CONDITIONS,, THIS SHARED BETWEEN THE ARCHITECT THE AND FLOORING SUB -CONTRACTOR MATERIALS AND ANCILLARY NO MOISTURE TEST CAN BE FURNISHED OR IF CONTRACTOR SHALL PERFORM THE FOLLOWING MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE THOUSAND SQUARE FEET THEREAFTER AT ALL THE CALCIUM CHLORIDE TEST SHALL BE THE LATEST EDITION OF ASTM F 1869 "STANDARD EMISSIONS RATE OF CONCRETE SUN -FLOOR PROVIDE A WRITTEN REPORT OF FINDINGS TO FLOORS WITHIN SCOPE OF WORK. PROVIDE A THE ARCHITECT AS NOTED ABOVE. TEST, A WATERPROOF MEMBRANE SHALL BE SCOPE OF WORK. THE WATERPROOF FOR EACH FINISH FLOORING APPLICATION AS MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLATION/APPLICATION OF EACH SPECIFIC FINISH FLOORING PRODUCT) AND A WRITTEN STRICT CONFORMANCE TO THE SPECIFIED TO ENSURE AND UPHOLD ALL - MINOR SCOPE (100 SQUARE FEET OR LESS) INFILL AND TRENCHING MUST OCCUR; CONDUCT THE (VIA SONO -GRAPH AND/OR X-RAY) TO OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. AND PULL BACK THE EXISTING VAPOR BARRIER (IF RE -INSTALLATION. EXECUTE THE NECESSARY BACKFILL AND RE -COMPACT THE SUBJECT (IF THE EXCAVATED MATERIALS ARE NOT AND PROVIDE NEW FREE DRAINING GRANULAR TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY WITH THE ASTM D 1557 TEST PROCEDURE. AND BIND SEAMS WITH MINIMUM 3" WIDE AN AIR/MOISTURE RESISTANT BOND. ATTACH SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES THE EXISTING CONCRETE SLAB WITH HILTI ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PROVIDE W2 X W2 X 6 X 6 AREA(S), INFILL SLAB TO MATCH THICKNESS OF LESS THAN FOUR INCHES THICK) AND #4 DOWELS CONCRETE SHALL HAVE A MINIMUM 28 DAY WITH A MAXIMUM WATER CEMENT RATION OF 0.58 ADJACENT SURFACES. LET CURE AND PROVIDE ELEVATED SLABS CONSULT A STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL BLINDS AS REQUIRED TO BE IN A FULLY , THE LOCATIONS OF ELECTRICAL AND VOICE/DATA WITH LAYOUT AND DESIGN OF CUSTOM CURRENT STANDARDS. RECEIVED CITY OF TUKWIL.A APR 1 6 2013 g PERMIT CENTER • (j7/ Imommam oneyTree III 2 Fort CI:::Li/ ti Om M Phase Floor 6720 Tukwila, DESIGN JM, CCW DRAWN CCW CHECKED MP NO, 12-0803 638• REG T AR S 4/17/13 PERMIT SUBMITTAL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 2 2013 . Cil/ of Tukwila BUILDING DIVISION �......�... vi`► 11 General I © 2012. Notes & Sy mbols _ O , 1 JPC Architects. PLLC MECHANICAL ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR....LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED Symbol Legend: BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. ; 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. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. NUMBER REFERENCE NUMBER REFERENCE. REFERENCE ELEVATION SYMBOL 2306 ROOM 3 DETAIL REFERENCE BUBBLE I-10.3 1r4 JOB NORTH © REFERENCE KEY (REFER TO SHEET/KEY NOTES) 23os) DOOR T REVISION 1-10.3 INTERIOR U Z Dw9: L:\2012\12-0803\DWG\WIP\MASTER\PHASE IIIB\I—CS.1 EXIT PLAN AND CODES SUMMARY.DWG Pen Table: JPC STD.CTB X'Ref: AT\IIT:Ekdwg, NEW OFFICE 208 EXEC CONF ROOM 222 )P.PfOP WP \ General Notes: \ 3 OFFICE 204 BREAK ROOM nrl 225. inn au OFFICE ❑2 203 OFFICE 202 Q OFFICE 201 0 1,3 iIHHHIIII CONFERENCE ROOM 220 F.E.C. Y 1 1 1 1 11 1 1 1 1 1 1 1 1 DU C 45 MAILROOM/UPS SHIPPING CTR 224 ❑3 WORK ROOM 226 • .. RECEPTION 200A • • I • • \ •• \♦ \ NEW OFFICE 207 227 SERVER ROOM 228 ®I1 1 1 4 HALLWAY 200B 1 1 ____y 1 1 1 STORAG PANTRY STORAGE 232 N OFFIC= 211 r 1 1 1 A 1 1 J 2 OFFRE 1 212 TOTAL TRAVEL DISTAN05= 220" OFFICE 213 OFFICE 219 ❑2 OFFICE 218 1 1 1 1 EXEC INTRY 1 1 1 1 J OFFICE 250 OFFICE 217 OFEW FFICE Q 215 2❑ OFFICE 216 \I\ .SIIMEEll i__ =MI _szo 1__ FEC \ X / rcf T T I I I I I I I I X NM I ME t1 0; /N Exit Plan 41, Scale: 3/32"=1'-0" E -741 CD u REVIEWED FOR CODE COMPLIANCE APPROVED MAY 02 2013 City of Tukwila BUILDING DIVISION N 1---- ce w U V a nue 1 MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 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. 4-' "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. E3 DENOTES NUMBER OF OCCUPANTS 1. 159 TOTAL OCCUPANTS ON FIRST FLOOR: 159/2 = 80 PER EXIT. 2. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 80 X 0.2 = 16.4" MINIMUM EXIT WIDTH. ACTUAL PROVIDED: (2) 36" DOORS AT EAST AND WEST SIDE. O PROVIDE EMERGENCY LIGHTING ALONG THIS PATH PER SECTIQI 1006.4 IBC. RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTER DESIGN DRAWN CHECKED NO. JM, CCW CCW MP 12-0803 4/17/13 PERMIT SUBMITTAL Exit Plan and Codes Summary I-cs.1 © 2012, JPC Architects, PLLC i Author. CLAIRE WIESE Pen Table: JPC STD.CTB 4/15/2013 2:19 PM 0,011111 B SCOPE OF WORK IMO u - f I I I I I I L L TYP rl� L, J J • 4 4 r, r 0 J 0 0 J AIM L Demolition Plan Scale: 1/8"= 1' —0" Key Notes: ( NO WORK IN THIS AREA UNLESS OTHERWISE INDICATED. O 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. O DEMOLISH AND DISPOSE OF EXISTING CABINETRY. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, U.N.O • DEMOLISH AND RE—USE EXISTING DOORS, FRAMES, SIDELITES AND HARDWARE WHERE APPLICABLE. O DEMOLISH ELECTRICAL, LOW VOLTAGE AND LIFE SAFETY EQUIPMENT/DEVICES (INCLUDING LOW VOLTAGE CABLING) NOT USED AND AS REQUIRED FOR NEW CONSTRUCTION. © PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW PARTITION. 70 DEMOLISH AND DISPOSE OF EXISTING PLUMBING/FIXTURES. 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, UNO ® DEMO AND REUSE GLAZING. 09 DEMO AND RELOCATE EXIT LIGHT. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 022013 City of Tukwila BUILDING DIVISION Demolition Notes: 1. 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. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. 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. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7. 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. 8. 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. 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. 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. Partition Legend: 11 MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING PARTITION TO BE REMOVED RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CIIrI DESIGN JM, CCW DRAWN CCW CHECKED MP NO. 12-0803 4/17/13 PERMIT SUBMITTAL Demolition Plan © 2012, JPC Architects, PLLC Pen Table: JPC STD.CTB Daterfime: 4/15/2013 2:5 SCOPE OF WORK EXEC CONF ROOM 222 OFFICE 204 OFFICE 203 4'-3" OFFICE 202 OFFICE 201 CLR z BREAK ROOM 225 ALIGN MAILROOM/UPS SHIPPING CTR 224 WORK ROOM 226 1 SERVER ROOMI 228 OFFICE 208 HALLWAY 200B STORAG? 230 OFFICE 211 PANTRY 1 234 STORAGE OFFICE 212 OFFICE 219 OFFICE 213 OFFICE 218 r_ EXEC ENTRY J OFFICE 250 OFFICE 217 OFFICE 216 OFFICE 215 FEC 11 CONFERENCE ROOM 220 111111111111 REVIEWED FOR CODEC COMPLIANCE CE APP MAY 022013 City of Tukwila BUILDING DIVISION imension Plan Scale: 1/8"=1'-0" RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTER Key Notes: O NO WORK THIS AREA. O AT LOCATIONS AS NECESSITATED BY "IN -WALL" ELECTRICAL, PLUMBING 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. Partition Legend: EXISTING PARTITION TO BE REMOVED EXISTING PARTITION/CONSTRUCTION TO REMAIN GRID HEIGHT PARTITION. REFER TO DETAIL 3/1-9.1. PARTIAL HEIGHT PARTITION - REFER TO DETAIL 5/1-9.1 FULL HEIGHT PARTITION TO STRUCTURE. REFER TO DETAIL 4/1-9.1 Dimension Notes: 1 DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 4. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. 5. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. 6. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. 8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. ALL DOORS SHALL HAVE 1'-6" CLR. ON STRIKE/PULL. SIDE AND 1'-0" CLR. ON PUSH SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT •k r •: (f) U w V FP— ta) cL min 909 112th Avenue NE Suite 206 Bellevue, WA 98004 MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JM, CCW CCW MP 12-0803 4/17/13 PERMIT SUBMITTAL Dimension Plan 1-2.1 © 2012, JPC Architects, PLLC Author. CLAIRE WIESE Pen Table: JPC STD.CT6 Date/lime: 4/15/2013 2: SCOPE OF WORK OFFICE 204 OFFICE 203 ( 203 ) ( 202 ) OFFICE 202 OFFICE 201 ( 201 ) EXEC CONF ROOM 222 ( 222 0 -N O CONFERENCE ROOM 220 1111111111 0 v O 0- 0 BREAK ROOM F.E.C. 0 MAILROOM/UPS SHIPPING CTR 224 PC o WORK ROOM O 226 OFFICE 208 i(* HALLWAY F.E.0 200B • ((208) ( 234 ) PANTRY 234 OFFICE 211 OFFICE 212 219 OFFICE 219 OFFICE 213 4L. r_ OFFICE 218 '.'\\!irs3 OFFICE 250 EXEC ENTRY J OFFICE 217 CO 111 OFFICE 216 OFFICE 215 .13 013 3 v 413 0 Floor Plan Key Notes: O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. O POWER/COMMUNICATIONS PACKAGE (WALL) WITH (1) SINGLE GANG MUD RING (WITH PULL STRING) AND (1) 110V DUPLEX. VERIFY EACH SPECIFIC PACKAGE FOR SPECIAL REQUIREMENT DESIGNATION. D = DEDICATED CIRCUIT; IG = ISOLATED GROUND WITH FULL-SIZE NEUTRAL; DIG = DEDICATED CIRCUIT WITH ISOLATED GROUND AND FULL-SIZE NEUTRAL. 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 GENERAL NOTES AND ELECTRICAL DESIGN -BUILD DOCUMENTS FOR ADDITIONAL INFORMATION. ® ANCILLARY FURNITURE FIXTURES AND EQUIPMENT. TENANT FURNISHED AND INSTALLED. INCLUDING BUT NOT LIMITED TO CHAIRS, TABLES, DESKS, AND FILE CABINETS. ® WHERE WALLS HAVE BEEN DEMOLISHED PATCH AND REPAIR WALL. PAINT FINISH TO MATCH EXISTING ADJACENT SURFACE ® NEW COPIER/PRINTER LOCATION. PROVIDE DEDICATED POWER WITH (1) SINGLE GANG MUD RING (WITH PULL STRING). • RELOCATED EXIT LIGHT. N U w U a CD N CD t/7 w Z d. CO N p. Q (NJ Q) 0% m MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 Floor Plan General Notes: AO E +44" SERVER ROOM 228 230 /N Floor Plan Scale: 1/8"=V-0" EVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 2 2013 City of Tukwila BUILDING DIVISION Dia-iib RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTER 1. FLOORING TO BE CARPET (01) DIRECT GLUE DOWN UNLESS OTHERWISE NOTED. FOLLOW CRI GUIDELINES FOR INSTALLATION. 2. WALLS TO RECEIVE 4" HIGH RUBBER BASE RB1, THROUGHOUT UNLESS NOTED OTHERWISE. 3. WALLS TO RECEIVE P1 THROUGHOUT UNLESS NOTED OTHERWISE. 4. FOLLOW MANUFACTURER PROVIDED DETAILED INSTALLATION GUIDELINES & USING MFG. RECOMMENDED ADHESIVE PRODUCT OR TOOLS AS REQUIRED. PROVIDE TENANT WITH MANUFACTURER RECOMMENDED CARE AND MAINTENANCE INSTRUCTIONS. 5. BUILDING STANDARD DOORS THROUGHOUT UNLESS NOTED OTHERWISE. 6. SUBMIT SAMPLES TO DESIGN ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. Partition Legend: mommimmis PARTIAL HEIGHT PARTITION cloa==m 5/1-9.1 FULL HEIGHT PARTITION TO DETAIL 4/1-9.1 EXISTING PARTITION TO BE REMOVED EXISTING PARTITION/CONSTRUCTION TO REMAIN GRID HEIGHT PARTITION. REFER TO DETAIL 3/1-9.1. - REFER TO DETAIL STRUCTURE. REFER TO 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. Symbols Legend: F.E.C. BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) 431 -o O • 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 NO DESIGNATION = EXISTING N = NEW &/OR RELOCATED (COORDINATE RELOCATED ITEMS W/ARCHITECT) D = DEMOLISH DESIGN DRAWN CHECKED NO. JM, CCW CCW MP 12-0803 4/17/13 PERMIT SUBMITTAL Floor Plan 1-3.1 © 2012, JPC Architects, PLLC ,00111111 SCOPEOFWORKN��[��^ N ��N �� REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0� �0�� "� �w.� City of Tukwila BUILDING DIVISION [�^|| ��| | | � ' Al �^ � �� | ^�' ' ` ' )1k.C111 | [/1/-61 m�L^ � � �]� . L1 [TT�[ �--�|| L��.|� |^|.�| --�– |^/| '� �--4| �r *� , ~.1/1/1/1A.47 �� . �� .8 '' ' � |. \ Y |// �–�TU� 0r '/ , /'/ / /�mnw /n/ ' w_` � --, –�^�- °�r , .11 _ Ii1)- ^ Li: � ��0�~ _[� | / -J .| � ,� . ^/ 1( 1�/ | )�/`�| ^/�`. �� ^ | | | /1 0 1 N � ~~ KeyKeyN�Notes: �� \�/ NO WORK IN THIS AREA UNLESS OTHERWISE INDICATED. (2-) SALVAGE AND REUSE EXISTING LIGHTS. REUSEWHERE APPLICABLE. REFER TO REFLECTED CEILING PLAN FOR NEW LAYOUT. CS) MODIFY EXISTING ELECTRICAL,MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES AND DESIGN/CONSTRUCTION STANDARDS FOR 6720 FORT DENT INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES/RETURNS), BALANCING, SPRINKLER HEAD AND/OR HORN/STROBE RELOCATION. NOTE: IT IS THE INTENT THAT ALL ABOVE -CEILING SYSTEMS BE INVESTIGATED PRIOR TO BID SUBMISSION AND THAT SAID SUBMISSION SHALL CONSTITUTE ACCEPTANCE OF THE TERMS REFERENCED BELOW WITHOUT ADDITIONAL PROJECT AND/OR TENANT COSTS. ALL ABOVE -CEILING EQUIPMENT/DEVICES THAT REQUIRE "ACCESSIBILITY" OR ARE IN DIRECT CONFLICT WITH THE ARCHITECTS' DESIRED DESIGN INTENT (ARCHITECTURAL CEILING DES|QN, LIGHTING PLACEMENT, ETC.) SHALL BE REMOVED AND RELOCATED. IF REMOVAL AND/OR RELOCATION IS NOT PHYSICALLY POSSIBLE OR IS DEEMED COST -SENSITIVE, A LETTER SHALL BE SUBMITTED BY EACH TRADE TO THE ARCHITECT FOR REVIEW/APPROVAL PRIOR TO COMPLETION OF DESIGN -BUILD DOCUMENTS AND COMMENCEMENT OF CONSTRUCTION -RELATED ACTIVITIES. \ /�-- REPLACE ALL BENT/SRATCHED OR OTHERWISE DAMAGED CEILING GRID SCOPE OF NEW CONSTRUCTION. HATCH INDICATES EXTENT OF EXISTING TILE AND GRID CEILING AND HEADERTO BE DEMOLISHED. DemoReflected Notes: Ceiling� ��N " lIlIlIlilIll,-'' ,�� N� Demo emo Reflected Ceiling Plan an Scale: 1/8"=1`-O° I 9 RECEIVED APRCITY OF TUKWILA 1 6 2013 PERMIT CENTER COORDINATEINVOLVEDTRADE3 IN THE CEILING WORK TO ENSURE CLEARANCES FOR RXTURES, DUCTS, P|P|NG, 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 NEW ELEMENTS). 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. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN 8U|LD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, 3TRUCTURES, HVAC, (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. 11. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUM8|NG, MECHANICAL, FANS, DU{J3, CONDUITS, AND OTHER RELATED ITEMS 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. 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. 16L ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH tf) PhaseMoneyTree UUU�� UUU�� U�� Floor �� 6720 Fort Dent Way Tukwila, WA 98188 Symbols Legend SYMBOL MFG. DESCRIPTION � � SWITCH f � 3 3WAY SWITCH BLDG STD EXIT LIGHT 0 EXHAUST FAN BLDG STD GRID & TILE NO DESIGNATION = EXISTING N = (COORDINATE RELOCATED ITEMS W/ARCHITECT) DESIGN DRAWN CHECKED NO. JM, CCW CCW MP 12-0803 Demo Reflected Ceiling Plan Pen Table: JPC STD.CTB " SCOPE O I-- _7y------ / [- ----- Ili( || . . "_" ��` ` Ill' °—, ��n/ ' | lH �� .` � | \�/'" � w n�, �� | � Y\ [ n ' ..8�- LN1 ` ___�_- _--_ L_| 7-5, | ! 7 'l imitincif•E• immacadismmisse NE mlimilli1=11111111111 Ell 11 Reflected Ceiling e"0"ng Plan RCPNotes: Key m��n�� 0 NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. /�\ ALL EXITING LIGHTS AND AND EGRES3LIGHTINGLOOAT�NS� SHALL BE \�/ DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. CS) MODIFY BUSONG-ECHAN�AL AND LIFE SAFETY ---��-�_-PLUMBING. SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES AND DESIGN/CONSTRUCTION SlANOARD3, BUT NOTLIMITED TO C|RCU[ONG, SWITCHING, DUCTING (SUPPLIES/RETURNS), BALANCING, SPRINKLER HEAD AND/OR HORN/STROBE RELOCATION. NOTE: IT IS THE INTENT THAT ALL ABOVE CEILING SYSTEMS BE INVESTIGATED PRIOR TO BID SUBMISSION AND THAT SAID SUBMISSION SHALL CONSTITUTE ACCEPTANCE OF THE TERMS REFERENCED BELOW WITHOUT ADDITIONAL PROJECT AND/OR TENANT COSTS. ALL ABOVE CEILING EQUIPMENT/DEVICES THAT REQUIRE "ACCESSIBILITY" OR ARE IN DIRECT CONFLICT WITH THE ARCHITECTS' DESIRED DESIGN (ARCHITECTURAL CEILING DESIGN, LIGHTING PLACEMENT, ETC.) INTENT SHALL BE REMOVED AND RELOCATED. IF REMOVAL AND/OR RELOCATION IS NOT PHYSICALLY POSSIBLE OR DEEMED COST SENSITIVE, A LETTER SHALL BE SUBMITTED BY EACH TRADE TO THE ARCHITECT FOR REVIEW/APPROVAL PRIOR TO COMPLETION OF DESIGN -BUILD DOCUMENTS AND COMMENCEMENT OF CONSTRUCTION RELATED ACTIVITIES. O RELOCATED OR NEW DIRECTIONAL CAN LIGHT (T1A). /�\ \�/ NOT USED. /�\ \�/ NOT USED HATCH INDICATES EXTENT OF EXISTING GWB CEILING AND HEADER TO BE DEMOLISHED. INFILL TILE AND GRID TO MATCH EXISTING. RELOCATED OR NEW DIRECTIONAL DECORATIVE PENDANT (P-2). NEW TRACK LIGHTING SYSTEM /L1\. /�� NEW LED PUCK LIGHT (U1). `�' /�� HATCH INDICATES EXTENT OF NEW GWB CEILING. REFER TO DETAIL 13/1-9.1. �� ReflectedCeiling Notes: �� = 1. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS ARE GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT THE GUARANTIES OF ACCURACY, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. 2. REFER TO SHELL AND CORE DRAWINGS FOR STAIR AND CORE ROOM INFORMATION. 3. MECHANICAL, ELECTRICAL AND LIFE SAFETY ARE SHOWN BASED ON INFORMATION PROVIDED BY OTHERS AND IS TO BE USED FOR COORDINATION PURPOSES ONLY. 4. PROVIDE FIRE RATED GROUTING OR SAFING AT ALL CEILING PENETRATIONS AS REQUIRED TO MAINTAIN FIRE RATING REQUIREMENTS. COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DOCUMENTS. 5. CONTRACTOR TO PROVIDE AN ALLOWANCE FOR ADDITIONAL CEILING EXIT SIGNS PENDING CITY INSPECTION REQUIREMENTS. O. AS REQUIRED ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH UBC 713.10 AND ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH UBC 713.11. 7. EXIT ILLUMINATION LIGHTS WILL HAVE EMERGENCY BACK-UP POWERPER 1997 UBC. B. ITEMS NOTED BY°D"ARE TO BE REMOVED. ITEMS NOTED BY "N" ARE NEW. ITEMS NOTED BY "R" ARE RELOCATED. ITEMS WITHOUT NOTATION ARE EXISTING. Symbols Legend SYMBOL MFG. � f � f Moi 0 DESCRIPTION SWITCH 3WAY SWITCH EXHAUST FAN c:e 909 112th Avenue NE Suite 206 CO MoneyTree Phase IIIB Floor �� u� 6720 Fort Way Tukwila, REVIEWED FOR 'CODE COMPLIANCE MAYAPPROVED 09 �M�� " � �v`� City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR �� . 6 2013 PERMIT CENTER JUNO BLDG STD GRID 8c TILE T1A-LED TRACK HEAD WITH INTERCHANGEABLE BEAM SPREADS. T253LED-3-D-FL-SL JUNO U1-LEDPUCK LIGHT. TECH LIGHTING P1 -DECORATIVE PENDANT. 780-FJ-3AV-W-S-LED, 700FJ4RF-S-1FD P2 -DECORATIVE PENDANT. LUMETA LUMETA L1 -HIGH OUTPUT LED STRIPLIGHT. Qi101-%X5460-30K-24V-A NO DESIGNATION = EXISTING N = (COORDINATE RELOCATED //EMS n/nnCn//cC) DESIGN DRAWN CHECKED NO. JM, CCW CCW MP 12-0803 Reflected Ceiling PU an U z SCHEDULE.DWG 0 a Author. CLAIRE WIESE Pen Table: JPC STD.CTB Date/Time: 4/15/2013 11:06 AM MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN JM, ccw DRAWN CCW CHECKED MP NO. 12-0803 4/17/13 PERMIT SUBMITTAL Finish Plan and Finish Schedule 1-6.1 © 2012, JPC Architects, PLLC REVIEVVED FOR CODE COMPLIANCE APPROVED MAY 0 2 2013 City of Tukwila BUILDING DIVISION Finish Specifications FLOORING CPT 1 HALLWAY CARPET MFR: KARASTAN STYLE NAME: TIMBER THREAD COLOR NAME: ALDER COLOR NO: 981 BACKING: TBD INSTALLATION: BROADLOOM CPT 2 MFR REP.: JULIA GUTT HALLWAY CARPET, ACCENT BORDER MFR: MASLAND STYLE NAME KEYSTONE COLOR NAME: METAL DUST COLOR NO: 243 BACKING: TBD INSTALLATION: BRODLOOM RRF I 1 MFR REP.:• TBD RESILIENT FLOOR I MFR: MANNINGTON vo► � � �7r �► I SCOPE OF WORK - OFFICE OFFICE OFFICE OFFICE SERIES:VIVENDI COLLECTION, WOVEN NAME SANDALWOOD 211 212 213 250 1,1 OFFICE LVP 1 COLOR NO: VIV120 LOCATION: MAIL ROOM/WORK ROOM LUXURY VINYL PLANK MFR: DECORIA 215 - OFFICE ----)_____. _ 208 _ 1---- SERIES: EXOTIC COLOR NO: DW2350 - . - - - - - - - 2 LOCATION: BREAK ROOM FIELD PLANK LUXURY VINYL PLANK MFR: DECORIA IILVP BREAK ROOM SERIES: EXOTIC COLOR NO: DW1061 225OFFICE OFFICE OFFICE OFFICE OFFICE 219 EXEC ENTRY 217 216 BASE LOCATION: BREAK ROOM ACCENT PLANK 204 218 OFFICE 207 ❑ - _ � _ RB1 HALLWAY RUBBER BASE HALLWAY PANTRY GENERAL MFR: JOHNSONITE PRODUCT: MANDALAY COLOR NAME: FUDGE COLOR NO: 167 ASTM TYPE: TBD PROFILE: TBD WALL PAINT (TYPICAL U.N.O.) OFFICE �� 203 200B 234 O STORAGE EG` 227 ! FEC 2 9 J L — \ ' - STORAGE G - OFFICE F.E.G. / \ 232 MFR: TBD I STORAG./ 2021 _ ® ACCENT COLOR NAME: TBD COLOR NO: TBD SHEEN: EGGSHELL, SEMI -GLOSS CSD WET AREAS WALLS 230 \ SERVER ROOM®.... MAILROOM/UPS 228 , SHIPPING CTR WORK ROOM 1 � \ 224 226 J Q 0 MFR: TBD OFFICE 201 © ® COLOR NAME: TBD N0: TBD SHEEN: EGGSHELL, SEMI -GLOSS CO WET AREAS WALLCOVERING: TBD - `— — — — — — — — — — — — —COLOR i* , ❑ : its ■ Iv 0 © MFR: TBD STYLE: TBD COLOR NAME TBD INSTALLATION: TBD WALL TILE • EXEC CONF ROOM _ ••-__� • / 222RECEPTION / AI 200A .91111 ©WALL MFR: AMERICAN OLEAN COLOR NAME: ANTISSA COLOR N0: AN87 N0: TBD FINISH: TBD TILE, ACCENT I1111117 CONFERENCE . / ` ROOM 220 � ® CASE MFR: CEPAC TILE CLASSIC ROUNDS COLOR NAME: COPPER COLOR NO: CR -4 TBD W�IJ�H: TBD KK 1 Aim / AlmIds /N0: — IIII ®IIIII PL1 MLR: LAMINATE / i-- WILSONART COLOR NAME: XANADU COLOR NO: 7945K-18 LOCATION: MAIL ROOM/WORK ROOM CABINETS / b� ■ / IN F i n i s h P l a n PL2 PLASTIC LAMINATE MFR: FORMICA COLOR NAME: EARTH WASH COLOR NO: 7213-58 LOCATION: BREAK ROOM BAR & MAIL ROOM COUNTERTOP WD1 CHERRY VENEER STAINED LOCATION: BREAK ROOM CABINETS Scale: 1/8"=1 '-O" SS1 SOLID SURFACING MFR: CAMBIRA DESERT COLLECTION COLOR NAME DEVON COLOR NO: 2170 LOCATION: BREAK ROOM KITCHEN COUNTERTOP RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTER Finish Notes: . ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O. 9. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME 2. ALL AREAS TO RECEIVE RB -1 U.N.O. SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON-PUBLIC AREAS TO COMPLY 3. ALL WALLS & PARTITIONS TO RECEIVE P-1 U.N.O. WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. 4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. 10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR • FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS 5. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF WHICH IT IS TO BE APPLIED. NON-PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER 6. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH 11. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND COATS RUG INSTITUTE -CRI CARPET INSTALLATION STANDARD -CURRENT EDITION. 7. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR 12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CLOSED POSITION. CABINETS, ETC. "ABUT" ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC lb ic-5.... 8. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME - LAMINATE FINISH AS THE CASEWORK ITEM THEY "ABUT". RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 13. CONTRACTOR TO CLEAN AND REPAIR ALL EXISTING EXTERIOR GLAZING AND INTERIOR RELITE MINI -BLINDS WITHIN THE WORK AREA. MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN JM, ccw DRAWN CCW CHECKED MP NO. 12-0803 4/17/13 PERMIT SUBMITTAL Finish Plan and Finish Schedule 1-6.1 © 2012, JPC Architects, PLLC 0 U.1 s ca 174 X w Author: CLAIRE WIESE Date/Time: 4/15/2013 3: UU UUDUUDUU 3 El A nr) C OOV 225 on Breakroom Enlarged Plan Scale: 1 /4"=1'-0" < > 6 O 5'-0" CLR 2' -10 1/4)' P—LAM (PL—X) VERTICAL SURFACES WITH (2) MELAMINE ADJUSTABLE SHELVES PENNY ROUND TILE EQUIPMENT LIST A BEVERAGE COOLER SUMMIT, SCR1400WX B REFRIGERATOR FRIGIDARE, FPRH19D7L C FREEZER DWR SUB -ZERO, 27" 700BF(1) D COFFEE MACHINE E DISHWASHER, DWR FISHER&PAYKEL, DD24D17 F ICE MAKER U -LINE, ADA151 M o'er /'— tr'` _ P—LAM (PL X) VERTICAL SURFACES WITH (1) MELAMINE ADJUSTABLE SHELF DISHWASHER 2'—O" Breakroom Eleva on 3'-0" Scale: 1/2"=1'-0" 3 1-9.3 13 —a P—LAM (PL—X) Breakroom Elevation Scale: 1/2"=1'—o" — LAM (PL—X) ERTICAL SURFACES ITH (1) MELAMINE DJUSTABLE SHELF ULL—OUT SHELVES NDER—COUNTER IGHTING ILE BACKSPLASH —LAM (PL—X) OUNTERTOP & ACKSPLASH — LAM (PL—X) ERTICAL SURFACES IITH (1) MELAMINE DJUSTABLE SHELF ULL OUT STEP TOOL VERTICAL SURFACES WITH (2) MELAMINE ADJUSTABLE SHELVES UNDER—COUNTER LIGHTING - PENNY ROUND TILE TILE BACKSPLASH P—LAM (PLX) 00 VERTICAL SURFACES WITH (1) MELAMINE ADJUSTABLE SHELF COUNTER N ROUND TILE E BACKSPLASH LAM (PL—X) OUNTERTOP & ACKSP LASH —LAM (PL—X) ERTICAL SURFACES WITH (1) MELAMINE ADJUSTABLE SHELF 3 EQUAL SPACES Breakroom Elevation Scale: 1 /2"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 02 2013 City of Tukwila BUILDING DIVISION Scale: 1 /2"=1'-0" PENNY ROUND TILE ANTISSA TILE P—LAM (PL—X) VERTICAL SURFACES WITH (2) MELAMINE ADJUSTABLE SHELVES RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTI'ER 1 03 NDER—COUNTER LIGHTING P— LAM (PL -X) 0 COUNTERTOP & •BACKSPLASH P—LAM (PL—X) VERTICAL SURFACES WITH (1) MELAMINE ADJUSTABLE SHELF NN 2 EQUAL SPACES Breakroom Elevation PULL—OUT TRASH FOR TRASH & RECYCLE Scale: 1 /2"=1 '-0" N z W z (U N CD c Q 00 CT, co MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JM, CCW CCW MP 12-0803 4/17/13 PERMIT SUBMITTAL Enlarged Plans 1-7.1 © 2012, JPC Architects, PLLC • N / '--- /"\, %` o'er /'— tr'` _ w - \ / \ 'MICROWAVE Nr / L 16 I-9.3 \ r 1 1—a.3 _ _ _ = I l REFRIGERATOR \ �`—_ r ( . .441, 1 BEVERAGE COOLER \\// • � \ — 8'-0" 2'-5" 4'-0 1 /2" n n P—LAM (PL—X) Breakroom Elevation Scale: 1/2"=1'—o" — LAM (PL—X) ERTICAL SURFACES ITH (1) MELAMINE DJUSTABLE SHELF ULL—OUT SHELVES NDER—COUNTER IGHTING ILE BACKSPLASH —LAM (PL—X) OUNTERTOP & ACKSPLASH — LAM (PL—X) ERTICAL SURFACES IITH (1) MELAMINE DJUSTABLE SHELF ULL OUT STEP TOOL VERTICAL SURFACES WITH (2) MELAMINE ADJUSTABLE SHELVES UNDER—COUNTER LIGHTING - PENNY ROUND TILE TILE BACKSPLASH P—LAM (PLX) 00 VERTICAL SURFACES WITH (1) MELAMINE ADJUSTABLE SHELF COUNTER N ROUND TILE E BACKSPLASH LAM (PL—X) OUNTERTOP & ACKSP LASH —LAM (PL—X) ERTICAL SURFACES WITH (1) MELAMINE ADJUSTABLE SHELF 3 EQUAL SPACES Breakroom Elevation Scale: 1 /2"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 02 2013 City of Tukwila BUILDING DIVISION Scale: 1 /2"=1'-0" PENNY ROUND TILE ANTISSA TILE P—LAM (PL—X) VERTICAL SURFACES WITH (2) MELAMINE ADJUSTABLE SHELVES RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTI'ER 1 03 NDER—COUNTER LIGHTING P— LAM (PL -X) 0 COUNTERTOP & •BACKSPLASH P—LAM (PL—X) VERTICAL SURFACES WITH (1) MELAMINE ADJUSTABLE SHELF NN 2 EQUAL SPACES Breakroom Elevation PULL—OUT TRASH FOR TRASH & RECYCLE Scale: 1 /2"=1 '-0" N z W z (U N CD c Q 00 CT, co MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JM, CCW CCW MP 12-0803 4/17/13 PERMIT SUBMITTAL Enlarged Plans 1-7.1 © 2012, JPC Architects, PLLC Author: CLAIRE WIESE Pen Table: JPC STD.CTB 4/15/2013 3:47 PM 4 —9.3 / \ / /\ / \ /\ /. \ oI In v H A /`. ./N.///\ / . / \\\ // \. 11./ 4 EQUAL SPACES _....._,,,,, 0) Work Room/UPS Elevation /\ /\ LAM (PL -X) ERTICAL SURFACES ITH (2) MELAMINE DJUSTABLE SHELVES UNDER -COUNTER LIGHTING 1-9.3 ZNN 0 Work Room Elevation /\ / Scale: 1 /2"=1'-0" i 0 P -LAM (PL -X) VERTICAL SURFACES WITH (2) MELAMINE ADJUSTABLE SHELVES LAMINATE FROM FLOOR Bo I IOM OF CABINET 0- (0 UNDER -COUNTER LIGHTING 0 f LAM (PL -X) COUNTER AND BACKSPLASH 1 8 EQUAL SPACES 6 EQUAL SPACES Work Room/UPS Elevation LAM (PL -X) VERTICAL SURFACES WITH (1) MELAMINE ADJUSTABLE SHELF Scale: 1/2"=1'-0" MAIL SLOTS: P -LAM (PL -X) WITH MELAMINE ADJUSTABLE SHELVES. P -LAM (PL -X) VERTICAL SURFACES WITH (1) MELAMINE ADJUSTABLE SHELF 1-9.3 0 i 6 EQUAL SPACES 1' 7 N N 7, 7, NNV7 1 P -LAM (PL-XY VERTICAL SURFA( WITH (2) M MI ADJUSTABL SHE ES NE LVES 8 EQUAL SPACES Work Room/UPS Elevation REVIEWED FOR CODE COMPLIANCE APPROVED MAY 022013 City of Tukwila BUILDING DIVISION Scale: 1 /2"=1'-0" RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTER MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JM, CCW ccw `MP 12-0803 4/17/13 PE IT SUBMITTAL Interior Elevations 1-8.1 © 2012, JPC Architects, PLLC 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" 9'711" 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" 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" 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. PLAM CAP 4" REVEAL, PAINT TO MATCH WALL COLOR ONE LAYER 5/8" GWB EACH SIDE OF WALL PAINTED (PT -X) 0 0 WALL TYPE WALL HT. STUD SIZE y ,' STUD THICKNESS STUD SPACING WALL THICKNESS CONT. MTL. RUNNER MECHANICALLY FASTENED L TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS SPECIFIED BASE 1/8" FOAM TAPE FINISHED FLOOR 0 0 1 ■ INSULATION CEILING RRE RATING/ UL DESIGN NO. COMMENTS Pen Table: JPC STD.CTB • Author. CLAIRE WIESE Partial Ht. Partition Scale: 3"=1'-0" SECURE TO UNDERSIDE OF STRUCTURE WITH POWDER ACTIVATED PINS i" MAX EMBEDMENT. 8 GA HANGER GALVANIZED WIRE. SPACING 4'-0" O.C. MAX. 1 5/8" 20 GA METAL CHANNEL BRACING 4'-0" O.C. STUD SPLICED AT HANGER (OPTIONAL) • 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" 0.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" O.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 IN/ (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'-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 STUD THICKNESS STUD SPACING WALLTHICKNESS 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&6/1-9.1 FOR BRACING — — — — — — — - — *SB=SOUND ATTENUATION BATTS Grid Ht. Partition FR=FIRE RESISTIVE 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 L` 03 `21 Y_© HANDLE LL 0 03 SCHEDULED DOOR - (OPEN OR CLOSED) WALL -MOUNTED TEL. OUTLET THERMOSTAT It 1, HARDWARE SET AS SCHEDULED ELEC. OUTLET TEL. OUTLET • o 03 LIGHT S CH DOTTED LI INDICATES LO• TION OF LARGER PLA FOR GANGED SWITCHES 2-3/4" i VERIFY W/ I HARDWARE M SCHEDULE cc 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 4" 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" 0.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" VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE 2" MAX. TYP. 45' MAX. TYP. 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" SECURE TOP TRACK TO STRUCTURE ABOVE WITH POWDER ACTUATED PINS 3/4" MAX EMBEDMENT SPACE AS REQUIRED. 2-1/2" 20 GA METAL STUDS © 24" OC TO STRUCTURE 2 1/2" 20 GA STEEL STUDS 2'-0" 0.C. BOXED -STUD AT HANGER (12" LONG) 2-1/2" 20 GA METAL STUDS © 24" OC. EXISTING STRUCTURE AML_NVAIL trAik to ■ 1;1 1 IN IMO r. Breakroom Lighted Soffit Scale: 1 1/2"=1'-0" 5/8" GYPSUM WALL BOARD 6" 9 3/8" 6" 9 3/8" DESIGNED DEFLECTION EXISTING STRUCTURE FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES (OUTER) DEFLECTION TRACK (INNER) HEAD TRACK SECURE STUDS TO LEG OF HEAD TRACK INSULATION AS NOTED BELOW INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED ONE LAYER 5/8" GWB EACH SIDE OF WALL CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE WALL TYPE WALL HT. STUD SIZE STUD THICKNESS STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING B VERIFY 2 1/2" 18 Mils 24" O.C. 3 3/4" - - - - *SB=SOUND ATTENUATION BAITS Full Ht. Partition FR=FIRE RESISTIVE Scale: 3"=1'-0" C REVIEWED FOR CODE COMPLIANCE APPROVED MAY 022013 City of Tukwila BUILDING DIVISION BRACE TO STRUCTURE ABOVE 4", 20 Ga. GALVANIZED STEEL C -T STUDS © 24" 0.0. 1" SHAFT LINER Tunnel Detail (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 2-1/2" 20 GA METAL STUDS © 24" 0C. CENTER ENDS OF EA. FIXTURE. FIXTURE REFER TO DETAIL 13/1-9.1 FOR ADDITIONAL SUPPORT WIRE SUPPLIED BY CEILING INFORMATION. CONTRACTOR 0 8'-6" +/— G.W.B. CEILING ,$ r. 5/8" PAINTED (P1) G.W.B. TYPE L1 LINEAR STRIP 5/8" PAINTED (P1) G.W.B. RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTER 4 Li) F -- U uJ ce U U a 909 112th Avenue NE Suite 206 Bellevue, WA 98004 MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. 63 JM, CCW CCW MP 12-0803 4/17/13 PE SUBMITTAL 60' MAX. TYP. 45' 7'-6" BOTTOM OF SOFFIT 5/8" PAINTED (P1) G.W.B. 1 1/4" Breakroom Lighted Soffit Scale: 1 1/2"=1'-0" Light Fixture Bracing Diagram Scale: 3/4"=1'-0" RECESSED FLUORESCENT FIXTURE CROSS TIE MAIN STRUCTURAL RUNNER 4'-0" 0.C. Construction Details 1-9.1 © 2012, JPC Architects, PLLC 0 Q a a w Et 4 X ` M 03 CDN A Author. CLAIRE WIESE Pen Table: JPC STD.CTB 1/4" GWB REVEAL REFER TO ELEVATION PER PLAN �t- Cabinet PROVIDE BLKG AS REQUIRED 9" PULLS (TBD) WHITE AT ALL CAB'T INTERIORS TYP. P -LAM AT ALL VERT. EXTERIOR SURFACES TYP. SHELF PIN HOLES CO 1" O.C. TYP. RUBBER BASE Scale: 1 "=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 2 2013 City of Tukwila BUILDING DIVISION PLAM AT ALL EXPOSED EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 9" PULLS (TBD) PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED UNDER CABINET LIGHT FIXTURE -SEE REFLECTED CEILING PLAN FOR LOCATIONS 9" PULLS (TBD) PLAM AT ALL EXTERIOR SURFACES TYPICAL 1'-O" o o o 0 o o 0 o 0 o o 0 o 0 o o o o o 0 o 0 o 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 =0000000 0 0 0 0 0 O C D 0 0 0 `00000 000000 0000000'0000 00 OOOOOOCJ000 k - 0 0 0 0 o 0 o 0 0 0 0 0 0 �t- Cabinet PROVIDE BLKG AS REQUIRED 9" PULLS (TBD) WHITE AT ALL CAB'T INTERIORS TYP. P -LAM AT ALL VERT. EXTERIOR SURFACES TYP. SHELF PIN HOLES CO 1" O.C. TYP. RUBBER BASE Scale: 1 "=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 2 2013 City of Tukwila BUILDING DIVISION PLAM AT ALL EXPOSED EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 9" PULLS (TBD) PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED UNDER CABINET LIGHT FIXTURE -SEE REFLECTED CEILING PLAN FOR LOCATIONS 9" PULLS (TBD) PLAM AT ALL EXTERIOR SURFACES TYPICAL 1'-O" REFER TO ELEVATION 2'-0" U.N.O. i 4" RUBBER BASE AT TOE KICK z 0 1- CC UJ LL w CC 0 0 0 0 0 z 0 a w PLAM COUNTER TOP AND BACKSPLASH 0 0 0 0 0 0 0 0 0 i Base Cabinet 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" 9" PULLS (TBD) PLAM AT ALL EXTERIOR SURFACES TYPICAL 2'-0" U.N.O. 4" RUBBER BASE AT TOE KICK z 0 F— w w UJ CC e$ 0 0 0 0 0 0 0 0 0 0 Base Cabinet with Drawer 9" PULLS (TBD) 2'-0" U.N.O. 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 1/8" SCRIBE AT DRAWER LINE PLAM FULL CABINET FACE PULL-OUT TRASH DRAWER 4" RUBBER BASE AT TOE KICK REFER TO I ELEVATION PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 31 Trash / Recycle Base Cabinet Scale: 1"= 1 '—O" RUBBERMAID "UNTOUCHABLE WASTE SERIES", MODEL #RCP3568GRA, TYPICAL, F.C.I.C. PLAM AT ALL EXPOSED EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 9" PULLS (TBD) PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED UNDER CABINET LIGHT FIXTURE -SEE REFLECTED CEILING PLAN FOR LOCATIONS 1'-0" 0 0 0 0 0 0 0 0 0 0 x 0 Upper Cabinet with U.C. Lighting REFER TO ELEVATION 00 Q w ww Scale: 1 "=1'-0" INTEGRAL TOE KICK Base Cabinet at 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" 9" PULLS (TBD) 2'-0" U.N.O. t HEIGHT OF DRAWERS TO BE EQUAL BASED ON OVERALL CABINET HEIGHT REFER TO ELEVATION FOR DRAWER AND BOX CONFIGURATION 4" RUBBER BASE AT TOE KICK REFER TO !ELEVATION PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED Two Drawer Cabinet MELAMINE AT ALL CABINET INTERIORS TYPICAL PROVIDE FILE HOLDERS INSIDE FILE DRAWER WHERE OCCURS RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTER Scale: 1 "=1'-0" ,o C7 N a3 5 V7 W z aD C o© CD v% Q. N_ a) N CS CO MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JM, CCW ccw MP 12-0803 4/17/13 P - f IT SUBMITTAL Casework Details 1-9.3 © 2012, JPC Architects, PLLC o o o 0 o o 0 o 0 o o 0 o 0 o o o o REFER TO ELEVATION 2'-0" U.N.O. i 4" RUBBER BASE AT TOE KICK z 0 1- CC UJ LL w CC 0 0 0 0 0 z 0 a w PLAM COUNTER TOP AND BACKSPLASH 0 0 0 0 0 0 0 0 0 i Base Cabinet 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" 9" PULLS (TBD) PLAM AT ALL EXTERIOR SURFACES TYPICAL 2'-0" U.N.O. 4" RUBBER BASE AT TOE KICK z 0 F— w w UJ CC e$ 0 0 0 0 0 0 0 0 0 0 Base Cabinet with Drawer 9" PULLS (TBD) 2'-0" U.N.O. 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 1/8" SCRIBE AT DRAWER LINE PLAM FULL CABINET FACE PULL-OUT TRASH DRAWER 4" RUBBER BASE AT TOE KICK REFER TO I ELEVATION PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 31 Trash / Recycle Base Cabinet Scale: 1"= 1 '—O" RUBBERMAID "UNTOUCHABLE WASTE SERIES", MODEL #RCP3568GRA, TYPICAL, F.C.I.C. PLAM AT ALL EXPOSED EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 9" PULLS (TBD) PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED UNDER CABINET LIGHT FIXTURE -SEE REFLECTED CEILING PLAN FOR LOCATIONS 1'-0" 0 0 0 0 0 0 0 0 0 0 x 0 Upper Cabinet with U.C. Lighting REFER TO ELEVATION 00 Q w ww Scale: 1 "=1'-0" INTEGRAL TOE KICK Base Cabinet at 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" 9" PULLS (TBD) 2'-0" U.N.O. t HEIGHT OF DRAWERS TO BE EQUAL BASED ON OVERALL CABINET HEIGHT REFER TO ELEVATION FOR DRAWER AND BOX CONFIGURATION 4" RUBBER BASE AT TOE KICK REFER TO !ELEVATION PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED Two Drawer Cabinet MELAMINE AT ALL CABINET INTERIORS TYPICAL PROVIDE FILE HOLDERS INSIDE FILE DRAWER WHERE OCCURS RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTER Scale: 1 "=1'-0" ,o C7 N a3 5 V7 W z aD C o© CD v% Q. N_ a) N CS CO MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JM, CCW ccw MP 12-0803 4/17/13 P - f IT SUBMITTAL Casework Details 1-9.3 © 2012, JPC Architects, PLLC 1 ELEVATIONS DETAILS (WOOD).DWG IIIB\I-10.1 DOOR SCHEDULE Pen Table: JPC STD.CTB 7 1-10.1 SIM. 9 1-10.1 BLDG. STD. 2'-0" X 8'-0"X 1-3/4" SC, FLUSH PANEL WOOD DOOR FINISH: BLDG. STD. STAIN BASE, AS SPECIFIED DOOR PER. SCHEDULE BUILDING STANDARD WOOD VENEER FRAME, BUILDING STANDARD FINISH DOUBLE STUDS AT EACH SIDE OF JAMBS SHIM AS REQUIRED Door Jamb (Head Similar) Scale: 6"=1'-0" SPECIFIED PARTITION r BLDG. STD. 4'-0" X 8'-0"X 1-3/4" SC, FLUSH PANEL WOOD POCKET DOOR. FINISH: BLDG. STD. STAIN WOOD POCKET DOOR COMPLY TO COMPLY WITH THE FOLLOWING: HARDWARE AND OPERATION: ANSI 404.2.6 AND ANSI 404.2.8 OPENING TO BE GWB DOOR PER SCHEDULE Door/Relite Jamb Scale: 6"=1'-0" 1/2" THICK WOOD STOP 1/4" TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER BUILDING STANDARD WOOD VENEER FRAME, BUILDING STANDARD FINISH /2" 1 1/2" TYP. d d Intermediate Jamb Scale: 6"=1'-0" 1/2" THICK WOOD STOP 1/4" TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER SILL BELOW BUILDING STANDARD WOOD VENEER FRAME, BUILDING STANDARD FINISH 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 NON -RATED POCKET DOOR STANLEY PD150N POCKET DOOR QTY 1 - TRACK QTY 1 - HANGER QTY 1 - BOTTOM GUIDE QTY 1 - BUMPER STOP QTY 1 - RAJACK DESIGNS SATIN CHROME PULL FE172 Door Schedule: 909 112th Avenue NE Suite 206 MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 Na TYPE FRAME HDWE RATING REMARKS REVISION 201 EXISITING 202 EXISITING 203 EXISITING 204 EXISITING 223 A WD HS -1 224 B WD HS -2 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 022013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 6 2013 PERMIT CENTER DESIGN DRAWN CHECKED NO. JM, CCW ccw MP 12-0803 4/17/13 PERMIT SUBMITTAL Door Schedule Elevations Details (Wood) I-10.1 © 2012, JPC Architects, PLLC