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Home My WebLink AboutPermit D13-214 - MONEYTREE - TENANT IMPROVEMENTMONEYTREE 6720 FORT DENT WY D13-214 City olfukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 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: D13-214 Issue Date: 07/11/2013 Permit Expires On: 01/07/2014 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: TENANT IMPROVEMENT: DEMO WALLS, DOORS, RECEPTION CASEWORK. BUILD NEW WALLS, ADD NEW DOORS, COLUMNS AND ADA COMPIANT RECEPTION DESK AND CASEWORK. Value of Construction: $25,000.00 Fees Collected: $937.25 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 D13-214 Printed: 07-11-2013 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: Permit Center Authorized Signature: N Date: 7-11-13 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 presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th perforr ance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. �� Signature: I " I `' �� `rte Date: �/ Print Name: This permit shall be me 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 eriod 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 D13-214 Printed: 07-11-2013 7: All construction shall be done in conform with the approved plans and the requirem of the International Building Code or International Residential cep International Mechanical Code, Washingto te Energy Code. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: 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 errois 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 extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 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: 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) 20: 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) 21: 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) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: 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) 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be doc: IBC -7/10 D13-214 Printed: 07-11-2013 less than 0.375 inch (9.5 mm). Signs larger t the minimum established in section 1011.5.1 the International Fire Code shall have letter widths, strokes and ng in proportion to their height. The word "" shall be in high contrast with the background and shall be c early discernible when the exit sign illuminatio eans 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) 25: 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) 26: 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) 27: 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) 28: 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) 29: 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) 30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 31: 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. 32: 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) 33: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: 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. 37: 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) 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: 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 D13-214 Printed: 07-11-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (e -t)-)3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 6710,0 Fcrf Oe K.40 �- Tenant Name: 1 " �.(1��{�%-e e� King Co Assessor's Tax No.: Qet5' .qb -04S5 Suite Number: PROPERTY OWNER �QQ Name: L (zelo .J lL1f \ Address: D-6 Do l u\ l Ave_ lr\ ),, E B t6 4 City: 01e t[eJ _ State: �44 Zip C CONTACT PERSON - person receiving all project communication Name: L, /� (lc �t Address: I is s,3:_t__,_ 30( t City: 3 e j.e, State: ' \ f Zip: et ay)/ Phone: (i a5 r. f 1_006g: Email: c.ta f -e )'[0 \CX- __iC.Vtrti -fr COA,‘ GENERAL CONTRACTOR INFORMATION Company Name: a Ler / _ nS-F`V 61 Address: d_.--7 1 (1 `) ia 0-e_. i .,. -e_ City: Seo1 _ n-e..r ate: .q Zip: el gaQi I ' 1 5cPhone: .535 _'3x: Contr Ret)lct.: erc O (4,(2 LZExp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bb New Tenant: Floor: El Yes ..No ARCHITECT OF RECORD Name: s.ei ( Jncke� l n' J� mai m Tr e....),, Company Name: 3P 17')% L l _ �� t c_E_Ls Company Name: Architect Name: . /\,ri`. P_c-rerS �1 Address: b e 1X--t-p‘. U`e_ jO F I �Zi City: l 11.e tr-e— State: /1‘)p e c W Phone 5 / _ t 1 1, GIxFax: C 1 Email: VIA �"r� n(,1 rC ✓4 (c k State: ENGINEER OF RECORD Name: s.ei ( Jncke� l n' J� mai m Tr e....),, 7ai..es( Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095)/ Name: s.ei ( Jncke� l n' J� mai m Tr e....),, 7ai..es( Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION' 206-431-3670 Valuation of Project (contractor's bid price): $ . WC) Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Derma w t ISI &)[5 , . cC1 tw-N T 2s -e e , 5u 1(C) co 2cIJ vee,.) dckyr S ce3L(vv S af&t ADA ccim p/t 2r -N-{ (e c -e 6SL zn w-tl <S� Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Saf Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-1 I.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 1St Floor 2nd Floor a0cs i`,' 0214 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Saf Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE ST INGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT Signature: (�� j �- t`�� Print Name: ruVert -erS Mailing Address: TO 1 H a ---61C1 City Date: (D f 1 E I I c, Day Telephone: 4_5 --L,a ( ^ctoc). H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9- I I.docx Revised: August 2011 bh LA State q 5054 Zip 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: D13-214 Status: APPROVED Applied Date: 06/18/2013 Issue Date: Receipt No.: Initials: User ID: R13-02116 WER 1655 Payment Amount: $569.80 Payment Date: 07/11/2013 04:07 PM Balance: $0.00 Payee: MONEYTREE INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 234104 569.80 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $569.80 565.30 4.50 Print#ri• n7_11_9(11 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 RECEIPT Parcel No.: 2954900455 Permit Number: D13-214 Address: 6720 FORT DENT WY TUKW Status: PENDING Suite No: Applied Date: 06/18/2013 Applicant: MONEYTREE Issue Date: Receipt No.: R13-01911 Payment Amount: $367.45 Initials: WER Payment Date: 06/18/2013 03:51 PM User ID: 1655 Balance: $569.80 Payee: MONEYTREE INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 233379 367.45 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 367.45 Total: $367.45 Drinfcrl• /IAA Q_9r 1 INSPECTION RECORD T' I Retain a copy with permit INSPECTION NO. PERMIT N0. ,....4"( CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670. Permit Inspection Request Line (206) 431-2451 - Project: j. e ;r Type f Inspection, 60, i 6.4i fAJA Address: CJ t;�/t .6 lA Date Called: C7�I Special Instructions: >- Date Wanted:• a.m:, t(_-1 Requester: Phone No: �� 5� I , 41.s-2 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: pmrL.0 4,.Pc �c Date: r"' REINSPECTION FE REWIRED. Prior to next inspection:, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. �13_2�y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431=3670 Permit Inspection Request Line (206) 431-2451 Project: Type of Inspection: Address: (9-720 raf'> �c►•1► Date Called: L [� h i- i L ,, Special Instructions: Date Wanted:.. .. ( 1".7_ 1. .. caz.m. p.m. Requester: Phone No: 7 Za 3 Approved per applicable codes. • COMMENTS: i) f nlPvei UF` Corrections required prior to approval. 1- ) A ot ) ,moi .49p4 c ilpp./ /e N In pecor: \(,(.tit: Date: 1_r7-/ REINSPECTION FEE REQUIRED. rior to next inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. : INSPECTION RECORD Retain a copy with permit INSPECTIO N0. PERMIT -NO. CITY OF TUKWILA BUILDING DIVISION C 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit. Inspection Request Line (206) 431-2451 Proje t: _ - 0Ne- 1 / :e Type of Inspection: JSP LE a Address:/' -=. '17_6 t)rc. Vie" Date Called. . . special. Instructions: f Date Wanted: r. -/i-./3. p.m - Requester: ( Phone No: Approved per applicable codes. Corrections -required prior to approval.. COMMENTS:. 1• In (pectora_ k4..) Date: t t -1 '13 n REINSPECTION FEE RE RED. Prior to next inspection, fee must be paid at 6300 Southcer r Blvd:. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retaina 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 bt3 2114 Project: I'VNo r.e(A. i iz4� Type of Inspection: .. .1--- 1 )J AL Address:_ _ -cam i8-1\17 C.--)-7 2-0 1:-S<-7 .1/4-1/4- Date Called: Ll Special Instructions: Date Wa�nnted: ,aim. Requester: Phone No: �-2ns 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Q. A �c 9C� lli IcltE%. 1472< Date: it-. �- C ..c..0 --A_1_ t h— 7 3 13 PECTION FEE REQUI D. Prior to n xt inspection, fee must be t 6300 Southcenter Blvd. Suite 100. all to schedule reinspection. c#17 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: `1 M !) tiles.0 I - Type of Inspection: SJJ, .,� Ato A ( L Address: / �, t, r7 24 f rl! �j -- Date Called: t C /V7 J 4& Special Instructions: • Date Wanted: a.m. Requester: Phone No: 509 4'7.5--24032_ EiApproved per applicable codes. Corrections required priorto approval. f COMMENTS: P/A " 1 14_ DA 04 c 5\ Date: ►� /4 n 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 Proj ct: '--_. one l/ -fie Type of Inspection:. IAn( A6 Address.. co 1 0 : ion n J T ul Date Called: Special Instructions: Date Wanted: 61 '" (- I a.m: (3 P.m. Requester: Phone No: ?/D 3 EApproved per applicable codes. Corrections required prior to approval. COMMENTS: (2V ( -1J&, M S Nt PA 1 Co A f? 11-1JNA DI b ti J°9. .•••I ►1 Inspector: Date: 9,..1,_ U \ 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 D? -21 Project: Type f Inspection: Address:Date G-120 r-ock I_ lam_ Irr LA) Called: 4 Special Instructions: Date Wanted: m. 1. Requester: Phone N 5© r - q -75-- 2_0 52 a ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: (� A xl�- j ►uF s; - /-hi/c/ 5 T-/ Avider Date q--'5 Prior tnex SPECTION FEE REQUIRED. t • inspection. fee must be aid at 6300 Southcenter Blv .. Suite 100. Call to schedule reinspection. o` 6 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. DI -a-01114 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro"ect: 0\0 c t R f _ Type of Inspection - .�. Civ 8 Addres :_ C _ 6 fri-J)k 04 Date Called: Special Instructions: Date ,anted: `)-c-11- Clinlq m. Requester: Phone No: 50q -475 -02032 pproved per applicable codes. 0Corrections required prior to approval. COMMENTS: ,p (1) i7 ail /vi ini ED — -4\ND*(6\iVci f lif -'.--Z,,,. u V Inspect r: Date: r-EINSPECTION. FEE REQUIRED. Prior to next inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r) INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t . , (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prect: f tt20s ZG Type oinsspection: ` �(N) 6 : -�.O A(: Twy Date Called: Special Instructions: Date Wantedd: 2.'t! ,— (� 1arfil p.m Requester: Phone No: VSCq— L-I.7S "2.C) 32. ElApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: nspector: Date: 4.0.16, REINSPECTION FEE R QUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Q- (206) 431-367. Permit Inspection Request Line (206) 431-2451 DI3- 2-1.1 Project: lAkoA_,t %I'PP Type st Inspection: C APk,A� Ad (m7-71,0 r)/'l 6 �� \ J Date Called: Special Instructions: Date Wanted: a.m. Requester: Phorsyl e"– .... —5– Approved per applicable codes.Corrections required prior to approval. COMMENTS: (, i 0 .e.e s.) r`: n 4e.S (-0 u e Ins Rector: /i j Date: -7 - r3 I/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G Af 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367, Permit Inspection Request Line (206) 431-2451 `r— JI3 -2 )4 Projec •�.►^ o e_ , 1. ret Type spectioN: t A ,/tCo Addr ss: r_ r�- f ''� e . y.._ Date Called: Special Instructions: Date Wanted:�` !Q _ 3 (a.m. ( p.m Requester: Phone No: �iris- 50 CI - 201 Z Approved per applicable codes. LiCorrections required prior to approval. , COMMENTS: P " Ins Date:s. _ 43 n REINSPECTION FEE REQUIRED. Firior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 3 - �'- o73 PERMIT NUMBERS CITY OF TUKWILP(FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: (1/\J 1-71e--e-e#1-71e--e-e#',(7d-6 Sprinklers: Fire Alarm: Type a Inspe Vin: kk 4.4 / Sp Address: -79_'�U - Suite #: 31, ��-- tf/y Occupancy Type: Contact Person: Special Instructions: �f Phone No.: . MApproved per applicable codes. Corrections required prior to approval. COMMENTS: J /-P - p 1 —L -- ��- - o/c__ P• Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I Inspector: ,c;,/ C ? Date: %/j0(t Hrs.: $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 4 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit l3 —5 - /76 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Type 144 0/4e-7 1l'�-e. _ Sprinklers: of Inspection: c cGt,r ve -# Zl 5 d- Z.../4 Address: Suite #: 6720 4_ e Gt.),„ Contact Person:( Occupancy Type: Special Instructions: / Phone No.: ce: -!s Approved per applicable codes. Corrections required prior to approval. COMMEN�TjS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: cI� io ac`., ce: -!s a/ 01,7 p 14/ a/ 1 e/` c� !06., to t,or 1 ",2//,-,t Is fou/ /dii;7 a/ /` le/4,- U Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector ( F`i1 Date: /eyZ�/3 Hrs.: $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 o r3 -2/'-i I —S�/T7b PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: M o PI fr-c_--' Type of Inspection: Sp Cot) er Address: Suite #: 6-) Ei- 9,444...: 0 y Contact Person: Special Instructions: / Phone No.: I)( Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4.0 coy c r e7s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: s Monitor: Pre -Fire: Permits: Occupancy Type: Inspector(6-eZ (-1)/5.1i Date:C1/Z y/13 Hrs.: $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 $ERMIT cooRn COPY PLAN REVIEW/ROUTING SLIP ACTIVITY. NUMBER: D13-214 MONEYTREE SITE ADDRESS: 6720 FORT DENT WY X Original Plan Submittal Response to Correction Letter # DATE: 06-18-13 Response to Incomplete Letter # Revision # After Permit Issued EPART ENTS: ull ing ` nn +� 'Plk Works Fire Prevention 11 Structural NIS c Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete cyl Incomplete DUE DATE: 06-20-13 Not Applicable Comments: Permit Center Use Only - P INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-18-13 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 Contractors or Tradespeople Peer 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 a 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 Other 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`247CZ 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 CO8C774809 GARBER. GEORGE J 03/31/2014 01/01/1980 Bond Information Bond Company Name TRAVELERS CAS a SURETY CO Bond 10 Page 1 of 2 Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 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 CO8C774809 03/31/2013 03/31/2014 $1,000,000.00 03/27/2013 26 American Guarantee a 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.gov/lni/bbin/Print.asnx 07/11/2013 Author. CLAIRE WIESE 0 3 Pen Table: JPC STD.CTB Date/Time: 6/17/2013 9:33 AM Moneytree Phase IIIC Site Plan Scale: NTS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2013 City of Tu iIa BUILDING 1 ISION 1111"' 1111.. pARCNCx 1.000 — wow w......+..00.40..w. -+.M ..w. Y . / 11_11. — _1:111.10M~d.411100111. 1111 w 1111.. -----.•-- - 1111.... a 6E VI :1111 4 'TRASH ENCLCSURE 33455I .....1.111. 1111... - www .w.. ....,...ww.. ,_ . 00.100 • to w o It No. 11111 Plan review approval Is Approval of construction acu the violation of any of approved 16. to does not authorize or ordinance. Receipt City Of lbkwila BUILDING DIVISION Fatzt ET WAY REVISIONS No changes shall be 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. SEPARATE PERMIT REQUIRED FOR: tZt MQchanicai Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION Sheet List Table Sheet Number 1-0.0 1-0.1 I—CS.1 1-1.1 1-2.1 1-3.1 1-4.1 1-5.1 1-8.1 1-9.1 1-10.1 Sheet Title Cover Sheet & Site Plan General Notes & Symbols Exit Plan And Codes Summary Demolition Plan Dimension Plan Floor Plan Demo Reflected Ceiling Plan Reflected Ceiling Plan Interior Elevations Construction Details Door Schedule Elevations Details (Wood) Code Information: PROJECT ADDRESS: 6720 FORT DENT WAY TUKWILA, WA 98188 CONSTRUCTION TYPE: CONST—TYPE IIA FULLY SPRINKLERED (NON QR) OCCUPANCY: B TENANT SQUARE FOOTAGE: (area of work) 2,055 SF Building Code Fire Code Energy Code Mechanical Code Electrical Code Plumbing Code Zoning Code 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 Accessibility 2003 ACCESSIBLE & USABLE BUILDINGS & Code Legal Description: FACILITIES (ICC/ANSI Al17.1) 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 TO A POINT LYING SOUTH 30'04'58" WEST 334.53 FEET FROM THE SOUTHWESTERLY LINE OF THE LANDS CONVEYED TO KING COUNTY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NO. 7507300471 AND NORTH 30'04'58" EAST 334.53 FEET TO SAID SOUTHWESTERLY LINE, THENCE ALONG SAID SOUTHWESTERLY LINE SOUTH 59'24'45" EAST 183.62 FEET TO A POINT ON THE NORTHWESTERLY LINE OF THE LANDS CONVEYED TO THE CITY OF TUKWILA BY QUIT CLAIM DEED RECORDED UNDER RECORDING NO. 7410290105, THENCE ALONG LAST SAID NORTHWESTERLY LINE THE FOLLOWING COURSES: FROM A TANGENT THAT BEARS SOUTH 30'53'45" WEST ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FEET AND A CENTRAL ANGLE OF 24'24'42", AN ARC LENGTH OF 13.63 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 22'08'00" WEST 223.43 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 30'27'06" WEST 66.52 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 7708040599, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. VicinityMap: PROJECT SITE e fa 1c.+ ae'i .: up:i+A1: RECEIVED CITY OF TUKWILA JUN 182013 PERMIT CENTER nd. - `re,h3.tw.0 car b'a Rnvg.xiuu 41 Co loll. • Project Team: Property Owner J.0 RADOVICH 2000 124TH AVE. NE., B103 BELLEVUE, WA 98005 425-454-6060 Tenant: MONEYTREE 6720 FORT DENY WAY TUKWILA, WA 98188 206-246-3500 MEAGAN HENDERSON meagan.henderson©moneytreeinc.com • +ChM COO I.:adiSdw;oM..,; Architect: JPC ARCHITECTS, PLLC 909 112TH AVE NE SUITE 206 BELLEVUE, WA 98004 (425) 641-9200 MARK PETERSON — EXT. 340 markp®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 cn H U LU V V 12121, 909 112th Avenue NE Suite 206 Bellevue, WA 98004 MoneyTree Phase IIIC Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. ccw MP 12-0803 06/17/13 PERMIT SUBMITTAL Cover Sheet & Site Plan I-0.0 © 2012, JPC Architects, PLLC & SYMBOLS.DWG 0 LU w Author. CLAIRE WIESE Pen Table: JPC STD.CTB 3/20/2013 1:02 PM C CD a0 0 N cU CO MoneyTree Phase IIIC Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN ccw DRAWN CHECKED MP NO. 12-0803 06/17/13 PERMIT SUBMITTAL General Notes & Symbols 1-0.1 © 2012, JPC Architects, PLLC Abbreviations: General Notes: A/C ACT AFF ALT. APPROX. BD BLDG BLK BLKG BOT B/S BU CAB CLG CLR COL CONC CONS CONT CORK CPT CT CTR DEMO DTL DF DIA DIM DN DR DWG DRW E EA ELEC ELEV EQ EQUIP EST EXIST EXP FEC FF FH FIN FLR FLUOR FOIC FOS FOC FOF FT FUR GC GL GWB HC HCPD HDR HDWR HM HORIZ HR HT HVAC INSUL JAN JT KIT LAM LAV LH MAX MECH Mm MEZ MMIN M MINC MTD MUL N NIC NTS OA OC OD OH OPNG P -LAM PNL PR RAD RB RT REF REFR REINF REQ REV RH RM RO S SC SECT SHT SIM SPSPEC SS STL STOR STRUC SUSP TEL TEMP TFTI THK THRESH TV TYP UNFIN UNO VCT VEN VERT VESTI VFY VWC W W/ WD W/0 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 EAST EACH ELEVATION ELECTRICAL ELEVATOR EQUAL EQUIPMENT ESTIMATE EXISTING EXPANSION FIRE EXTINGUISHER CABINET FACTORY FINISH FULL HEIGHT FINISH(ED) FLOOR FLUORESCENT FURNISH BY OWNER, INSTALL BY CONTRACTOR FACE OF STUD(S) FACE OF CONCRETE FACE OF FINISH FOOT/FEETMEMBRANE(S) FURRED/FURRING GAUGE GENERAL CONTRACTOR GLASS/GLAZING GYPSUM WALL BOARD HOLLOW CORE HANDICAPPED HEADER HARDWARE HOLLOW METAL HORIZONTAL HEIGHT HEATING AIR CONDITIONING ING INSULATION JANITOR JOINT KITCHEN LAMINATE(D) LAVATORY LEFT HAND MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURE(R) M M TURE(R) MISCELLANEOUS MOUNTED MULLION NORTH NOT IN CONTRACT NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING PLASTIC LAMINATE PANEL PARRTITION RADIUS RESILIENT BASE RESILIENT TILE REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING SOUTH SOLID CORE SEALANT SHEET SIMILAR SPEARS SPECIFICATION STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TELEPHONE TEMPERED TENANT FURNISHED & TENANT INSTALLED THICK(NESS) THRESHOLD TELEVISION TYPICAL UNFINISHED UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VENEER VERTICAL VESTIBULE VERIFY, VINYL WALL COVERING /WIDE WITH WOOD 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 SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL -MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 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 ORIGINAL 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, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT` MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 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. THE ARCHITECTURAL DRAWINGS,19. MECHANICAL AND ELECTRICAL XTURESFOR LOCATION INFORMATION ONLY. , OUTLETS, ETC., WHENSHOW N MEOCHANICAL AND ELECTRICAL TO BE DESIGNED 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 MECHANICAL OR STRUCTURAL COMPONENTSTURE MUSTP ECEMENT APPROVEDETO INTERFERENCE BY THE ARCHITECT. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES 26. MODIFY EXISTING SUBSTRATE. AS REQUIRED TO RECEIVE PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS DRYWALL/MILLWORK CONDITIONS. 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH PROJECT DELIVERY. 30. ALL MILLWORK TO BE FASTENED TO. THE PARTITION. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CASEWORK. 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONSTRUCTION ESTIMATING/BUDGETING PROCESS THE GENERAL RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER VAPOR EMISSIONS RATE (MOISTURE TEST) FOR ALL "ON INFORMATION SHOULD'. THEN BE IMMEDIATELY SHARED BETWEEN ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S), AND FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS INSTALLATION/FINISH PRODUCTS. IF NO MOISTURE TEST FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL TESTS: A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR FEET. AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FLOORS WITHIN SCOPE OF WORK. THE CALCIUM CHLORIDE CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN THE ARCHITECT AS NOTED ABOVE. B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. SHALL BE APPROPRIATED FOR EACH FINISH SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA INSTALLER SHALL BE UTILIZED FOR INSTALLATION/APPLICATION MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING PRODUCT) WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE PERFORMANCE AND LIFE CYCLE GUARANTEES. 33. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO -GRAPH LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT PRESENT) AND PROTECT FOR SAW CUT SLAB AT SUBJECT AFUTURE(S) ARE -INSTALLATION. ND PULL BACK UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED SUITABLE FOR RE -INSTALLATION, DISCARD AND PROVIDE MATERIAL). RE -COMPACT FILL SOIL TO AT LEAST 95% OF (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM RE -INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS PRESSURE SENSITIVE TAPE TO ENSURE AN AIR/MOISTURE NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE HY-150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. PROVIDE WELDED WIRE FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB ADJACENT SURFACE(S) (BUT NOT BE LESS THAN FOUR INCHES SHALL BE CENTERED IN SLAB. THE CONCRETE SHALL HAVE COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. MOISTURE TESTING AS SPECIFIED ABOVE. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, SPECIFICATIONS AND REQUIREMENTS. 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED FUNCTIONING & OPERATIONAL MANNER. 35. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND CASEWORK. 36. CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS. b 13i align/ AND SANDED SMOOTH TO MATCH ADJACENT OR SHALL BE ALIGNED. NEW FLOORING MATERIALS, THUS SQUARE AND TRUE. OF COORDINATION BETWEEN OTHERWISE NOTED. GLAZING ALL GLASS PRIOR TO NON-COMBUSTIBLE OR ABOVE 4'-0" HT. ALL CARPET SEAMING, LIGHTING, CONDITIONS DURING THE CONTRACTOR SHALL BE DOCUMENTATION AS TO THE GRADE SLAB" CONDITIONS". THIS THE ARCHITECT, THE FLOORING SUB -CONTRACTOR AND ANCILLARY CAN BE FURNISHED OR IF PERFORM THE FOLLOWING • THE FIRST THOUSAND SQUARE FEET THEREAFTER AT ALL TEST SHALL BE OF ASTM F 1869 "STANDARD OF CONCRETE SUN -FLOOR REPORT OF FINDINGS TO OF WORK. PROVIDE A NOTED ABOVE. MEMBRANE SHALL BE THE WATERPROOF FLOORING APPLICATION AS THE ARCHITECT. A LICENSED OF EACH SPECIFIC AND A WRITTEN TO THE SPECIFIED AND UPHOLD ALL SQUARE FEET OR LESS) MUST OCCUR; CONDUCT THE AND/OR X-RAY) TO SHOULD NOT BE DAMAGED. HEEXECUTEGVAPOR BARRIER (IF THE NECESSARY AND RE -COMPACT THE SUBJECT MATERIALS ARE NOT NEW FREE DRAINING GRANULAR THE MAXIMUM DRY DENSITY D 1557 TEST PROCEDURE. WITH MINIMUM 3" WIDE RESISTANT BOND. ATTACH LONG #4 REBAR AT 24 INCHES SLAB WITH HILT! SHALL BE INSTALLED W2 X W2 X 6 X 6 TO MATCH THICKNESS OF THICK) AND #4 DOWELS A MINIMUM 28 DAY WATER CEMENT RATION OF 0.58 LET CURE AND PROVIDE CONSULT A STRUCTURAL FOR ADDITIONAL TO BE IN A FULLY ELECTRICAL AND VOICE/DATA DESIGN OF CUSTOM REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 1.8 2013 PERMIT CENTER Symbol Legend: REFERENCE BUBBLE NORTH KEY TO HET/KEY NOTES) 2306 ROOM NUMBER REFERENCE I-10.3 DETAIL a JOB ,, REFERENCE SYMBOL © (REFER t 2306) DOOR NUMBER REFERENCE. /3\ REVISION REFERENCE 1-10.3 INTERIOR ELEVATION C CD a0 0 N cU CO MoneyTree Phase IIIC Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN ccw DRAWN CHECKED MP NO. 12-0803 06/17/13 PERMIT SUBMITTAL General Notes & Symbols 1-0.1 © 2012, JPC Architects, PLLC Pen Table: JPC STD.CTB SCO' OF'WORK OFFICWE 208 \\CO v CFNNN A \gTy OFFICE 8"� �Q�L 2❑ �� J 204 OFFICE 203 OFFICE 202 EXEC CONF ROOM \ \ \ C U OFFICE 201 �-o CONFERENCE ROOM 220 BREAK RODM 225 0 F.E.C. MAILROOM/UPS SHIPPING CTR 224 WORK ROOM! 226 P NEW fFICE l 2 7 I rr ❑2 �J ❑1 SERVER ROOM OM MN MOM MI 228 ®II HALLWA'I 20031 F.E.0 STORA [ 230 n 1 1 1 OFFICE 211 OFF OFFICE 213 OFFICE 0 250 TOTAL TRAVEL DISTANC5 220" 1 1 r. 1 PANTRY I 44 OFFICE 219 OFFICE 218 0 C i _r- �r. 1 EXEC INTRY Irj r 1 \ \ i \ 1 \ \ 1 1 OFFICE 217 2❑ • • C�MMON PATH OFAVEL FD�STANCE 61'11" I 014 OV\l'\ OFFICE 216 w\ 11 FEC it T \ - rr OMB — — r'GMINI .111 I , RECEPTION 200A — • • •\ • i• \ I \ Pin LJ . • • I- I .• REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2013 City of Tukwila BUILDING DIVISION Exit Plan Scale: 3/32"=1'-0" 1 OD E CI XI CD b - zit./ General Notes: Legend: Code Notes: Key Notes: N F- U w ce 2 U U CD N (I) LU 0 OD Q o • CO MoneyTree Phase IIIC 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. . _. "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. 3Q DENOTES NUMBER OF OCCUPANTS 1. 159 TOTAL OCCUPANTS ON FIRST FLOOR: 159/3 = 53 PER EXIT. 2. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 53 x .3 = 15.9" MINIMUM EXIT WIDTH. ACTUAL PROVIDED: (2) 36" DOORS AT EAST AND WEST SIDE. 1 PROVIDE EMERGENCY LIGHTING ALONG THIS PATH PER SECTION 1006.4 IBC. RECEIVED CITY OF TUKWILA JUN 182013 PERMIT CENTER DESIGN DRAWN CHECKED NO. CCW MP 12-0803 06/17/13 PERMIT SUBMITTAL Exit Plan and Codes Summary I-cs.1 © 2012, JPC Architects, PLLC i 2 U Z i 7. SCOPE OF WORK SCOPE OF WORK r. r_ 411111. I F5 D ► ► D D 0 O 1 Demolition Notes: OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION. OF CONSTRUCTION. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 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. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2013 City of Tukwila BUILDING DIVISIONS Demolition Plan 410 Scale: 1 /8"=1'-0" (r) F- U LU H ce U V CL N CD w Z r SD cog S Q Q N q) N .n 3 MoneyTree Phase IIIC Floor 2 6720 Fort Dent Way Tukwila, WA 98188 Key Notes: 0 0 NO WORK IN THIS AREA UNLESS OTHERWISE INDICATED. 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. C DEMOLISH AND RE—USE EXISTING DOORS, FRAMES, SIDELITES AND HARDWARE WHERE APPLICABLE. DEMOLISH ELECTRICAL, LOW VOLTAGE AND LIFE SAFETY EQUIPMENT/DEVICES (INCLUDING LOW VOLTAGE CABLING) NOT USED AND AS REQUIRED FOR NEW CONSTRUCTION. 0 PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW PARTITION. Partition Legend: EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING PARTITION TO BE REMOVED pia- 2JH RECEIVED CITY OF TUKWILA JUN 1, 8 2013 PERMIT CENTER DESIGN DRAWN CHECKED NO. ccw MP 12-0803 06/17/13 PERMIT SUBMITTAL Demolition Plan © 2012, JPC Architects, PLLC 0 0 Z s 0 • a cn a.E • cK Qx O. U • . NN - d J ▪ r AC O d SCOPE OF WORK I SCOPE OF WORK .IJ OFFICE 204 OFFICE 203 OFFICE 202 OFFICE 201 EXEC CONF ROOM 222 l Dimension Notes: 0 -C "3'-5'� CONFERENCE ROOM 220 BREAK ROOM 225 0 MAI LROOM/U PS SHIPPING CTR WORK ROOM 226 OFFICE 208 OFFICE 211 OFFICE 212 OFFICE 213 ir. OFFICE I OFFICE 218 EXEC ENTRY J OFFICE 250 I I OFFICE 217 I I 'C1�FIC'L' 216 0 0 215 FEC 1 (I) F -- V w 2 U Q U N t!) LU Z OD N 4-i. cNi © � cr m MoneyTree Phase IIIC Floor 2 6720 Fort Dent Way Tukwila, WA 98188 ANN STORA I SERVER ROOM jI REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2013 City of Tukwila BUILDING DIVISION 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. 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. 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. 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. 9. ALL DOORS SHALL HAVE 1'-6" CLR. ON STRIKE/PULL SIDE AND 1'-0" CLR. ON PUSH SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. P'\ Dimension Plan Scale: 1/8"=1'-0" Key Notes: Partition Legend: NO WORK THIS AREA. O AT LOCATIONS AS NECESSITATED BY "IN—WALL" ELECTRICAL AND/OR MECHANICAL SYSTEMS, PROVIDE APPROPRIATE METAL STUD WIDTH TO ACCOMMODATE SIZING REQUIREMENT. CONFORM TO SPECIFIED METAL GAUGE AND SPACING AS INDICATED BY WALL TYPE. REFER TO CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION. EXISTING PARTITION TO BE REMOVED EXISTING PARTITION/CONSTRUCTION TO REMAIN GRID HEIGHT PARTITION. REFER TO DETAIL 3/1-9.1. RECEIVED CITY OF TUKWILA JUN 182013 PERMIT CENTER DESIGN DRAWN CHECKED NO. CCW MP 12-0803 06/17/13 PERMIT SUBMITTAL Dimension Plan 1-2.1 © 2012, JPC Architects, PLLC U Z SCOPE OF WORK OFFICE OFFICE OFFICE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2013 OFFICE City of D NG DIVISION ON ( 2158 ) BREAK ROOM OFFICE OFFICE OFFICE EXEC. ENTRY V AI (i) H U w I -- U ce Q U a MoneyTree Phase IIIC Floor 2 6720 Fort Dent Way Tukwila, WA 98188 SCOPE OF WORK OFFICE HALLWAY PANTRY ( 207 ) I'•1111111111•1 f ( 203 ) ( 202 ) STORAGE OFFICE STORAG STORAGE ® 232 DESIGN DRAWN CHECKED NO. CCW MP 12-0803 MAILROOM/UPS SHIPPING CTR SERVER ROOM WORK ROOM OFFICE EXEC CONF ROOM RECEPTION CONFERENCE ROOM IVI 06/17/13 PERMIT SUBMITTAL l Floor Plan General Notes: 1. FLOORING TO BE CARPET (C1) DIRECT GLUE DOWN UNLESS OTHERWISE NOTED. FOLLOW CRI GUIDELINES FOR INSTALLATION. Floor Plan Key Notes: Symbols Legend: 0 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. O ANCILLARY FURNITURE FIXTURES AND EQUIPMENT. TENANT FURNISHED AND INSTALLED. INCLUDING BUT NOT LIMITED TO CHAIRS, TABLES, DESKS, AND FILE CABINETS. Partition Legend: 2. WALLS TO RECEIVE. 4" HIGH RUBBER BASE RB1, THROUGHOUT UNLESS NOTED OTHERWISE. 3. WALLS TO RECEIVE P1 THROUGHOUT UNLESS NOTED OTHERWISE. q., FOLLOW MANUFACTURER PROVIDED DETAILED INSTALLATION GUIDELINES & USING MFG. RECOMMENDED ADHESIVE PRODUCT OR TOOLS AS REQUIRED. PROVIDE TENANT WITH MANUFACTURER RECOMMENDED CARE AND MAINTENANCE INSTRUCTIONS. Author. CLAIRE WIESE 8 5. BUILDING STANDARD DOORS THROUGHOUT UNLESS NOTED OTHERWISE. 6. SUBMIT SAMPLES TO DESIGN ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. ® WHERE WALLS HAVE BEEN DEMOLISHED PATCH AND REPAIR WALL. PAINT FINISH TO MATCH EXISTING ADJACENT SURFACE O NEW COLUMNS. TENANT TO PROVIDE DESIGN. F.E.C. • BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE SPECIAL RECEPTACLE CORE DRILL J—BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. POWER POLE VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING PROXIMITY CARD READER WALL TAG EXISTING PARTITION TO BE REMOVED EXISTING PARTITION/CONSTRUCTION TO REMAIN GRID HEIGHT PARTITION. REFER TO DETAIL 3/1-9.1. RECEIVED CITY OF TUKWILA JUN 1.82013 PERMIT CENTER NO DESIGNATION = EXISTING N = NEW &/OR RELOCATED (COORDINATE RELOCATED ITEMS W/ARCHITECT) D = DEMOLISH 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. Floor Plan 1-3.1 © 2012, JPC Architects, PLLC SCOPE OF WORK SCOPE OF WORK N H U w H U V MoneyTree Phase IIIB Floor 2 6720 Fort Dent Way Tukwila, WA 98188 1111111111 DESIGN DRAWN CHECKED NO. JM, CCW ccw MP 12-0803 iF. 1111111111 REVIEWED FOR CODAPPCE ROVED JUL 0 2 2013 ETERS ASHING 4/17/13 PERMIT SUBMITTAL City of Tukwila BUILDING DIVISION P'S Demo Reflected Ceiling Plan Scaler 1/8"=1'-0" RECEIVED CITY OF TUKWILA JUN 1.82013 PERMIT CENTER Demo Reflected Ceiling Notes: 1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. 2. 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. BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 7. 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. 8. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 9. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. 10. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 11. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 12. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINAIRES. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH 13. 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. Key Notes: Symbols Legend K NO WORK IN THIS AREA UNLESS OTHERWISE INDICATED. O SALVAGE AND REUSE EXISTING LIGHTS. REUSE WHERE APPLICABLE. REFER TO REFLECTED CEILING PLAN FOR NEW LAYOUT. O 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 <BUILDING NAME> 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 DESIGN, 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 WITHIN SCOPE OF NEW CONSTRUCTION. 50 HATCH INDICATES GWB TO REMOVED AND REPLACED WITH CEILING TILE. SYMBOL MFG. DESCRIPTION SWITCH SWAY SWITCH lei BLDG STD EXIT LIGHT EXHAUST FAN BLDG STD GRID & TILE NO DESIGNATION = EXISTING N = NEW &/OR RELOCATED (COORDINATE RELOCATED ITEMS W/ARCHITECT) D = DEMOLISH 013q .1.1y Demo Reflected Ceiling Plan 1-4.1 © 2012, JPC Architects, PLLC Author. CLAIRE WIESE DatOme: 6/10/2013 SCOPE OF WORK ,1111111 • b© I lJ ISI D -0- d 11, m Reflected Ceiling Notes: RCP Key Notes: REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2.513 City of BUILDINGukwila DIVISION 41) Reflected Ceiling Plan Scale: 1/8"=1'-0" Symbols Legend 1. ALL INFORMATIA 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. 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. O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 0 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, 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 (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. RELOCATED OR NEW 2X4 FLUORESCENT LIGHT TO MATCH EXISTING BUILDING STANDARDS. 0 NOT USED. ® REPLACE ALL BENT/SRATCHED OR OTHERWISE DAMAGED CEILING GRID WITHIN SCOPE OF NEW CONSTRUCTION. 0 HATCH INDICATES EXTENT OF EXISTING GWB CEILING AND HEADER TO BE DEMOLISHED. INFILL TILE AND GRID TO MATCH EXISTING. RECEIVED CITY OF TUKWILA JUN 1.8 2013 PERMIT CENTER SYMBOL MFG. DESCRIPTION $ SWITCH $3 3WAY SWITCH 1e BLDG STD EXIT LIGHT MoneyTree Phase IIIC Floor 2 6720 Fort Dent Way Tukwila, WA 98188 0 EXHAUST FAN BLDG STD GRID & TILE NO DESIGNATION = EXISTING N = NEW &/OR RELOCATED (COORDINATE RELOCATED ITEMS W/ARCHITECT) D = DEMOLISH DESIGN ccw DRAWN CHECKED MP NO. 12-0803 06/17/13 PERMIT SUBMITTAL Reflected Ceiling Plan 1-5.1 © 2012, JPC Architects, PLLC S U z 0 J W vi O U W U a Q M O cTicsi O J 3 m e 0 U cs 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL N 2'-0" U.N.O. 4" RUBBER BASE AT TOE KICK z 0 I- w LL. w 0 0 0 0 0 0 0 0 0 0 0 0 0 d- 3 Base Cabinet with Door Scale: 1 "=1'-0" 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 0 r) P . LAM (PL—X) COUNTERTOP AND BACKSPLASH 2'-0" Office 215 Elevation Scale: 1/2"=1'-0" 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL N 2,_4,. 2'-0" U.N.O. P LAM (PL—X) VERTICAL SURFACES WITH (1) MELAMINE ADJUSTABLE SHELF ICEMAKER EFRIGERATOR Work Room Elevation Scale: 1 /2"=1'-0" i 4" RUBBER BASE AT TOE KICK z 0 J w 0 l— cc w w w ce PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED Base Cabinet with Sink LOW PROFILE STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING MELAMINE AT ALL INTERIOR SURFACES TYPICAL Scale: 1 "=1'-0" co tr) F 2'_0" PLAM AT ALL EXPOSED EXTERIOR SURFACES TYPICAL 3/4"ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 3" WIRE PULLS PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED UNDER CABINET LIGHT '-O" FIXTURE—SEE REFLECTED CEILING PLAN FOR LOCATIONS Upper Cabinet with U.C. Lighting Scale: 1 "=1'-0" TO ELEVATION P LAM (PL -X) VERTICAL SURFACES WITH (1) MELAMINE ADJUSTABLE SHELF UNDER CABINET LIGHTING P LAM (PL—X) VERTICAL SURFACES WITH (1) MELAMINE ADJUSTABLE SHELF REFRIGERATOR, TFTI oz I— 0 rr w LL w J o! w REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2013 City of Tukwila BUILDING DIVISION any RECEIVED CITY OF TUKWILA JUN 1.82013 PERMIT CENTER CD CV 13) v7 W zd. 4, Q 00 w 0, Q Q s N (U N 43) MoneyTree Phase IIIC Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN ccw DRAWN CHECKED NO. MP 12-0803 06/17/13 PERMIT SUBMITTAL Interior Elevations 1-8.1 © 2012, JPC Architects, PLLC 0 z a Author. CLAIRE WIESE 18 mils STUDS (25 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON -COMPOSITE COMPOSITE 162S125 (1-5/8") 12" 7-7" 8'-10" 16" 6'-11" 8'-4" 24" 6'-0" 7'-11" 250S125 (2-1/2") 12" 10'-6" 11'-11 " 16" 9'-6" 11'-3" 24" • 7-7" 10'-7" 362S125 3-5/8" 12" 12'-9" 15'-4" 16" 12'-7" 14'-4" 24" 13'-1" 13'-5" 400S125 (4") 12" 18'-4" 16'-5" 16" 16'-8" 15'-4" 24" 14'-7" 14'-2" 600S125 (6") 12" 25' -5" 22'-1" 16" 23'-1" 19'-9" 24" 20'-2" 16'-9" 30 mils STUDS (20 GA - DRYWALL) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON -COMPOSITE COMPOSITE 162S125 (1-5/8") 12" 9'-2" 9'-11" 16" 8'-4" 9'-2" 24" 7'-3" 8'-3" 250S125 (2-1/2") 12" 12'-9" 13'-2" 16" 11'-7" 12'-1" 24" 10'-1" 10'-9" 362S125 3-5/8" 12" 16'-6" 17'-1" 16" 15'-0" 15'-8" 24" 13'-1" 14'-0" 400S125 (4") 12" 18'-4" 19'-0" 16" 16'-8" 17'-6" 24" 14'-7" 15'-7" 600S125 (6") 12" 25' -5" 25'-6" 16" 23'-1" 23'-2" 24" 20'-2" 20'-3" 33 mils STUDS (20 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON -COMPOSITE COMPOSITE—note 3 162S125 (1-5/8') 12" 9'-6" 10'-4" 16" 8'-7" 9'_8" 24" 7-6" 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. 1 1 0 0 0 w — 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.) Partition Bracing Detail STRUCTURE ABOVE STUD WIDTH TO MATCH WALL; 20 GA. BRACE © 6'-0" O.C. MAX. 2-1/2" X 20 GA. TRACK ANCHORED TO CHANNEL ACOUSTICAL TILE CEILING BLOCKING AS REQUIRED METAL CASING BEAD 22 GA. 2-1/2" RUNNER & CONT. FOAM PAD — ATTACH TO CEILING GRID W/ (2) #10 SCREWS 24" 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 W/ (1)-0.157"0 HILTI X—J EMBEDDED 1-1/2" INTO UPPER FLUTE (3) TURNS WITHIN 1-1/2" OF END OF WIRE SEISMIC BRACE WIRE CEILING CLIP W/ (1)-0.157"0 HILTI X—J EMBEDDED 1-1/2" INTO UPPER FLUTE COMPRESSION STRUT Ceiling Bracing Diagram (E) CONCRETE OVER METAL DECK ( ) #8 SCREWS Scale: 3/4"=1'-0" '414!' IIIIIIMIIIIIIIIIIIIIIIIllIIII }� E►r N 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 Sc REGULATIONS SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE TpE WALL HT. STUD SIZE THICKNESS D STUD SPACING THICKNESWAS INSULATIONLLCEILING FlUL REDESIGN RATING/NO. COMMENTS WALL CEILING A 8'-6" 2 1/2" 18 Mils 24" O.C. 3 3/4" SB SB — REF. 5&6/I-9.1 FOR BRACING — — — — — — — — Grid Ht. Partition *SB=SOUND ATTENUATION BATTS FR=FIRE RESISTIVE Scale: 3"=1'-0" APPROVED "FIRE EXTINGUISHER" SIGNAGE - 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8"X12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER. OCCURS AT COLUMN BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. FIRE EXTI ISHER 48" A.F.F. HANDLE LL 0 0o �t- SCHEDULED DOOR (OPEN OR CLOSED) WALL—MOUNTED TEL. OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED ELEC. OUTLET — TEL. OUTLET 00 © 0 6"6"/ r LIGHT S CH DOTTED LI . INDICATES LO• .TION OF LARGER PLA FOR GANGED SWITCHES s-- 2-3/4" 2-3/4" VERIFY W/ HARDWARE in SCHEDULE C. 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" O.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 in DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4'-0" O.C. MAX. EACH WAY. 3 TURNS MIN. WITHIN 3" TYP. NOTE #1 FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES. PROVIDE MIN. 2" WIDE WALL ANGLE MAIN RUNNER, HEAVY DUTY CROSS 'T" VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE NOTE #2 45' MAX. TYP. 2" MAX. TYP. i► 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" REVIEWED FOR CODE COMPLIANCE OPLIACE APPROVED JUL 0 2 2013 City of Tukwila BUILDING DIVISION DESIGNED DEFLECTION 11111111111111111111 ,1.111111.f TT 1STT "IBIIIIIIIIIlIlIIIIDIII 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'—O" 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 Sc REGULATIONS SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR WALL TYPE WALL HT. STUD SIZE J 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" - - - - =SOUND ATTENUATION BATTS Full Ht. Partition FR=FIRE RESISTIVE Scale: 3"=1'-0" N � N r VERIFY TYPE B NON -FULL \ r\ HEIGHT WALL, UL#U419. L/ ACOUSTICAL CEILING GRID ONLY 9'-0" A.F.F. 1" SHAFT LINER 4", 20 Ga. GALVANIZED STEEL C -T STUDS © 24" O.C. (1) LAYER TYPE 'X' GWB. PROVIDE U.L. OR I.C.B.O. APPROVED TENTING AT ALL RECESSED FIXTURES WITHIN TUNNEL CONSTRUCTION. * REFERENCE ICBO REPORT REPORT NO. 2541 3 5/8" MTL. STUDS W/ (1) LAYER 5/8" TYPE 'X' GWB EA. SIDE TO UNDER- SIDE OF TUNNEL. FINISH FLOOR Hour Rated Tunnel Enclosure Scale: 1"=1'-0" BRACE TO STRUCTURE ABOVE 4", 20 Ga. GALVANIZED STEEL C -T STUDS 2 4" O . C O.C. ©1" SHAFT LINER Tunnel Detail Scale: 1"=1'-0" NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EACH. CONNECTION POINT NO. 9 GA. LATERAL SUPPORT WIRE AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR c' (1) LAYER TYPE "X" GWB p 13-.21y RECEIVED CITY OF TUKWILA JUN 1.8 2013 PERMIT CENTER 60' MAX. TYP. .. 45' 16 Light Fixture Bracing Diagram 4 • RECESSED FLUORESCENT FIXTURE CROSS TIE MAIN STRUCTURAL RUNNER 4'-0" O.C. Scale: 3/4"=1 ' —0" 4 cn U w z U U omea um" MoneyTree Phase IIIC Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN ccw DRAWN CHECKED NO. MP 12-0803 63 REGIS ARC '} A. P'''{'' RSON OF WAS GTON 06/17/13 PERMIT SUBMITTAL Construction Details 1-9.1 © 2012, JPC Architects, PLLC 1/ ..0 .j . • ... • , ......„:....:•.. :•• : •., . . . ••• • • D f______....... L_____,„ Tunnel Detail Scale: 1"=1'-0" NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EACH. CONNECTION POINT NO. 9 GA. LATERAL SUPPORT WIRE AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR c' (1) LAYER TYPE "X" GWB p 13-.21y RECEIVED CITY OF TUKWILA JUN 1.8 2013 PERMIT CENTER 60' MAX. TYP. .. 45' 16 Light Fixture Bracing Diagram 4 • RECESSED FLUORESCENT FIXTURE CROSS TIE MAIN STRUCTURAL RUNNER 4'-0" O.C. Scale: 3/4"=1 ' —0" 4 cn U w z U U omea um" MoneyTree Phase IIIC Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN ccw DRAWN CHECKED NO. MP 12-0803 63 REGIS ARC '} A. P'''{'' RSON OF WAS GTON 06/17/13 PERMIT SUBMITTAL Construction Details 1-9.1 © 2012, JPC Architects, PLLC U Z ELEVATIONS DETAILS (W00D).DWG w w w g E 2 cn M N co i 8" N 40* BLDG. SID. 39-0" X 8'-0"X 1-3/4' SC, FLUSH PANEL WOOD DOOR FINISH: BLDG. STD. STAIN 1/4' TEMPERED SAFETY GLASS PER IBC SEC. 2406 WITH 3M FILM, FROSTED GLASS INSERT Door Type A BASE, AS SPECIFIED Scale: 3/8"=V-0" t.TIW a. 7 1-10.1 SIM. ERIFY j .� `BASE. AS SPECIFIED Door Type D 7 BLDG. STD. 3'-0" X 8'-0'X 1-3/4" SC, FLUSH PANEL WOOD DOOR WITH 1/4" THICK UTE AND 3M FILM, FROSTED GLASS INSERT FINISH: BLDG. SM. SPAIN 1-10.1 1-10.1 1/4' TEMPERED SAFETY GLASS PER IBC SEC. 2406 WTTH 3M FILM, FROSTED GLASS INSERT NOTE 0 Door:/runt COMBINATION: PROVIDE METAL SND KICKERS SUPPORT UP TO STRUCT. FOR STABILITY. Scale: 3/8"=1'-0" 1" 11 Relite Sil 1/2" 1/2" 1/4" TEMPERED SAFETY GLASS SET WITH ' GLAZING TAPE AT ENTIRE PERIMETER BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) CARPET Scale: 6"=1'-0" 1/2 1/2" 10 Door Jamb (Head Sim) N PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS (1) ADDITIONAL LAYER OF G.W.B. (WHERE OCCURS) BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) 1-3/4" S.C. B/S WOOD DOOR \ 11\ Door Type B FINISH: BLDG. SID. STAIN 1/4' TEMPERED SAFETY GLASS PER IBC SEC. 2406 WITH 311 FILM, FROSTED GLASS INSERT BASE, AS SPECIFIED Scale: 3/8"=1'-0" 1 11 1-10.1 C LBASE. AS SPECIFIED Door Type E BLDG. STD. 4'-0" X 8'-0"X 1-3/4' SC FINISH: BLDG. STD. STAIN NOTE 0 D00R/REIITE COMBINATION: PROVIDE METAL SND KICKERS SUPPORT UP TO STRUCT. FOR STABILITY. Scale: 3/8"=1'-0" 1/2" 1 1/2. 1/2" 1/4" TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER r BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) Door/Relite Jamb 1-3/4" S.C. B/S WOOD DOOR Scale: 6"=1'-0" 1 /2' 1/2" PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS (1) ADDITIONAL LAYER OF G.W.B. (WHERE OCCURS) 1" U Door Jamb (Head Sim) BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) 1/4" TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER c. e: 6"= '-0" Relite Jamb Head Sim TM 11 1-10.1 _ I�i Door Type C FINISH: BLDG. SID. STAIN BASE, AS SPECIFIED Scale: 3/8"=1'-0" 10 r 1-10.1 SIM. /•c n. Door Type F BLDG. STD. 3'-0' X 8'-O'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 1/4" TEMPERED SAFETY GLASS PER IBC SEC. 2406 WITH 3M FILM, FROSTED GLASS INSERT Scale: 3/8"=1'-0" 10 1-10.1 11 1-10.1 L AS SPECIFIED Door Type G BLDG. STD. 42" X 8'-0"X 1-3/4" SC FINISH: BLDG. STD. STAIN FINISH: BLDG. STD. STAIN NOTE 0 D00R/REUTE COMBINATION: PROVIDE METAL STUD KICKERS SUPPORT UP TO STRUCT. FOR STABILITY. Scale: 3/8"=r-0" 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: N H U LU F- ce 2 U V a MoneyTree Phase IIIC Floor 2 6720 Fort Dent Way Tukwila, WA 98188 NO. TYPE FRAME HDWE RATING REMARKS REVISION 200A EXISITI NG 200B WD HS -1. 200D 201 WD WD 215A WD HS -1 HS -1 HS -1 Icor Otoser QM0 Tea' 215B WD HS -1 220A WD HS -1 222 EXISITING 2248 WD HS -2 225 WD HS -1. 226 WD HS -1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2013 City of Tukwila BUILDING DIVISION D�3 RECEIVED CITY OF TUKWILA JUN 1.8 2013 PERMIT CENTER DESIGN ccw DRAWN CHECKED NO. MP 12-0803 06/17/13 PERMIT SUBMITTAL Door Schedule Elevations Details (Wood) I-10.1 © 2012, JPC Architects, PLLC