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HomeMy WebLinkAboutPermit D12-269 - MONEYTREE - 5 OFFICESMONEYTREE 6720 FORT DENT WY D12-269 City olkukwila S 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: MONEY TREE DEVELOPMENT PERMIT Permit Number: D12 -269 Issue Date: 09/10/2012 Permit Expires On: 03/09/2013 Owner: Name: JOHN C RADOVICH LLC Address: 2835 82ND AVE SE #300 , MERCER ISLAND WA 98040 Contact Person: Name: JENNIFER MUKAI Address: 909 112 AV NE, STE 206 , BELLEVUE WA 98004 Contractor: Name: BAKER CONSTRUCTION Address: 2711 E SPRAGUE AVE , SPOKANE, WA 99202 Contractor License No: BAKERCD066CZ Lender: Name: Address: Phone: 425 641 -9200 Phone: Expiration Date: 04/08/2014 DESCRIPTION OF WORK: EXPAND INTO ADJACENT SUITE AND CREATE FIVE NEW OFFICES Value of Construction: $50,000.00 Fees Collected: $1,583.80 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIA Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -269 Printed: 09 -10 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: off Private: Public: Profit: N Non - Profit: N Private: Public: Date: '4 0 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 the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: q--1v - ( 2 This permit shall became 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 D12 -269 Printed: 09 -10 -2012 7: All construction shall be done in conform with the approved plans and the requirem of the International Building Code or International Residential , International Mechanical Code, WashingtoWate Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IF'C Chapter 10) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: IBC -7/10 D12-269 Printed: 09 -10 -2012 travel. Access to exits shall be marked by r y visible exit signs in cases where the exit o e path of egress travel is not immediately visible to the oc s. Exit sign placement shall be such that no t 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) 26: 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 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) 27: 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) 28: 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 (I 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) 29: 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) 30: 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) 31: 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) 32: 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). 33: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 34: 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) 35: 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) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 38: 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. 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 D12-269 Printed: 09 -10 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/iwww.TukwilaWA.gov Building Permit No. P Project No. Date Application Accepted: OSl 1 Yz" Date Application Expires: b2- l 13 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: (1W -pier 00J` 4411/ Tenant Name: 404ei% fit ssessor's Tax No.: ' 4 q0 _0455 Suite Number: �, n Floor: New Tenant: El Yes 54.. No King Co Assessor's PROPERTY OWNER Name: jek ,. k kJ LA Name: 0 c il tnyte . City: 1,e,1 i „� „5, State:, Zip: (,�,yt , veVV`Y Address: Rio v 1 ' St -h pelis, N { - 15(s) City: 00.14 State:( Zip: 47 •,, ,s-- CONTACT PERSON — person receiving all project communication Name: jek ,. k kJ LA Address: 0001 L`z, 14- A.14 Id t... 5A City: 1,e,1 i „� „5, State:, Zip: (,�,yt , veVV`Y Phone:^ivc .. upt'"' `.� Fax: Email` 144n./ , Wi to. . \p &tl T4404e i.L66 -. GENERAL CONTRACTOR INFORMATION Company Name: to (.445/17.144 Lai Address: Zit I 1 6 61 04c A* c7�C if City: C ?O State: Zip: �}i� Z / Phone: sbi, 6 25, 5 (eteT,,ax: Contr Reg No.: ��d %Exp Date: 4.1 20 / t? Tukwila Business License No.: H: \Applications \Forms- Applications On Line \2011 Applications \ Permit Application Revised - 8 -9 -1 I.docx Revised August 2011 bh ARCHITECT OF RECORD Name: Company Name: r �. ili oC� Company Name: Architect Name: 1 J_ic ��, N1 Address: �d� u2, v L re SIG City: t6 State: INN' Zip: 4704 Phone: 4n , i4.( 4 Fax: 4 , (0 nob Email: Yr"" t� e 1PG ,C4t` State: ENGINEER OF RECORD Name: 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: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIL. , — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ S27 , DOD Describe the scope of work (please provide detailed information): Sc z. k,- rTfi, i(jtcev-f 5\ rte Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 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 No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ 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 Safe ata 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 \201 I Applications\Permit Application Revised - 8 -9 -I 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 1s' Floor 2nd Floor 3rd FIoor 414 41A Ar4... :J Floors thru Al /� //. Basement /g Accessory Structure* N/ Attached Garage A/4 Detached Garage N A. Attached Carport Aiip Detached Carport Covered Deck ilk 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: Sprinklers ❑ 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 Safe ata 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 \201 I Applications\Permit Application Revised - 8 -9 -I I.docx Revised August 2011 bh Page 2 of 4 tirlihlitiVELICATION 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 E. ! ED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF 1 ATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Signature: Print Name: Mailing Address: Z DAG`NT: �q llti 4( , HAApplications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8 -9- 11.docx Revised: August 2011 bh Day Telephone: Date: ottuQlta 4,0‘ WA a804 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 RECEIPT Parcel No.: 2954900455 Permit Number: D12-269 Address: 6720 FORT DENT WY TUKW Status: APPROVED Suite No: Applied Date: 08/14/2012 Applicant: MONEY TREE Issue Date: Receipt No.: R12 -02565 Payment Amount: $961.65 Initials: WER Payment Date: 09/10/2012 02:04 PM User ID: 1655 Balance: $0.00 Payee: MONEYTREE INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 224281 961.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $961.65 957.15 4.50 doc: Receiot -06 Printed: 09 -10 -2012 a • 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: MONEY TREE RECEIPT Permit Number: D12-269 Status: PENDING Applied Date: 08/14/2012 Issue Date: Receipt No.: R12 -02356 Payment Amount: $622.15 Initials: JEM Payment Date: 08/14/2012 03:40 PM User ID: 1165 Balance: $961.65 Payee: MONEYTREE, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 223867 622.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 622.15 Total: $622.15 doc: Receipt -06 Printed: 08 -14 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: yylCYN3gLt-r -R4'¢® Type of Inspection: Co Lei 2\w1(�- rfncvim, L ct.+ Address: (4/ 20 RAN tick1T Date Called: I'►NAL , Special Instructions: Date Wanted: 11 1 2'7 /I? krjn p.m. Requester: Phone No: 45OS - LI7S -z03 Z pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: G) cc.AZ i Wo - PC)) /Ier(" ) F mt./tic L ci k +; A'c- - Alipioven, ,4,r n^,. 4- 01 n fi 1 c 1i lr► N. 4 l Ins -toe: ❑ P a A -AAA", 1 -1 i o_i. Date: 1I )27/? 1 �SPECTION FEE REQUIRED. Prior' to next inspection, fee must be id/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 /2-2‘9 Project: /t'ID, y 72?kc Type of Inspection: ‘.701rf2GrieePcr Xi /G Hi Address: 6 72 0 1Q,Q7 1),,N",- Date Called: _ Special Instructions: C. 3 a /11,1 06, Q3c2 -0/ Date Wanted:. //'L0 —/2-. a.m p.m. Requester: ,,9 6 Phone No: 9 - /75-z d3 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (e) /,0c-7 • hector: Date: fi r�7 /-74 /(4 / Z !� ° SPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioti. INSPECTION 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 tf- Project: —.t`-- NW.) TYPe3linspc, ion: , T. j e Addre}ss•I_LA) t ( rt Date Called: Special Instructions: Date Wanted: ` 1 -- .,a.rL. "-7 fir,. p.m. Requester: Phone No: IDApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1Y/A l ,DJre-r juS ej. r t ■Y—k z-1) t O vi Inspect"\r: —.t`-- NW.) Date: r t,' iS , 1z--. . • REINSPECTION FEE REQUIRED. Prior to next inspection..fee must•be paid at 6300 Southcenter Blvd.. Suite 100. Call to sthedUle,reinspection. • 4 ......r __ ._- - INSPECTION RECORD r Retain a copy with permit �/Z '2`/�r PERMIT NO. e CITY OF TUKWILA BUILDING DIVISION %-.• thcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 INSPEC TION NO. 6300 Sou Permit Inspection Request Line (206) 431 -2451 Project: mil TQf f Type of Inspection: C-./3 ,—` ti- e Address: _ . Farr r AIT 4J/ Date Called: Special Instructions: / Date Wanted: /0 /j 3 /!z p.m. Requester: Phone No: ..S7i --47/73. -- .2 03 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date' 0 is, .7 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. F • • 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 61'2 -z (S Project:. .07A t)t..1ft.t, I fee" Type of Inspection: 111 AAA I' C Address: G 17 0 r el -C-C flag ; Date Called: . t Special Instructions: • DA-dirc-3) 1 Jz" VV" Date Wanted:. l3 Q._ t - a.m. R equester: Phone No: 5C - ` 7 5 -2c32. Approved per applicable codes. Corrections required prior to approval. COMMENTS: I i - r- tAiMitf (-ATE c. r.exv Inspect Date: 0 .- I2__- REINSPECTION FEE REQUI (ED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBRS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: / T''° - ado - Sprinklers: Y Date: J/-ac-/.1._ Type of Inspection: F. kr Fi a41 n) Address: co , a-L? Suite #: "290 F t. Of- 4 (,,,I a Contact Person: d. Special Instructions: Occupancy Type: f Phone No.: 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: `1 Sprinklers: Y Date: J/-ac-/.1._ Fire Alarm: n) Hood & D uct: Ai Monitor: Pre -Fire: - Permits: Occupancy Type: f Inspector: 1 Date: J/-ac-/.1._ Hrs.: / $100.00 REINSPECTI'ON FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: J- Company Name: . t '�%' City: State Zip: Word /Inspection Record Form.Doc ; 6/11/10 i `.;ifs. T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit £v - aG ? PERMIT NUMBERS. CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: /4 oh .. / 4.--. 4- -) A-0 F t . i)-e- F- c.#G % Type of Inspection: Sp, k (bye— Address: c,7h, F'. ,7.,.,,,, c,.t y Suite #: )_ y 0 Contact Person: Special Instructions: Phone No.: • Permits: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0L +a ("curt-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: , Permits: Occupancy Type: Inspector: /,,--t i Date: //'-, a Hrs.: 1 $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: Address: City: l hexClbmpaoy Name: -Stag ?' Zip: Word /Inspection Record Form.Doci / j 1 Z 6/11/10 T.F.D. Form F.P. 113 . INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /a -S -241 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila A Wa. 98188 206 - 575 -4407 Project: 0pi ,4// 41-4, (v »� a- t k.S Type of Inspection: 5�,-, , Lt �- Hrs.: Address: i Suite #: '-i o Contact Person: r 4 y S Ar -mss c revfr4 Special Instructions: Phone No.: Sbq- y,, -- a.oaa, riApproved per applicable codes. 'Corrections required prior to approval. COMMENTS: Sprinklers: Hrs.: h, /I li 4 Li ers o ti CI // G-�aa�c.s c revfr4 the, .. / )./1. 5 • Permits: Occupancy Type: Needs Shift Inspection: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: • Permits: Occupancy Type: - Inspector: �, ) I { Date: / / -i 4- /1- 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 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 6720 FORT DENT WAY Date 8/13/2012 SUITE 230 For Building Department Use FILE CO b , I. n� TUKWILA, WA 98188 Applicant Name: ABC ARCHITECTS Applicant Address: 909 112TH AVE NE, BELLEVUE WA Pp tr Applicant Phone: 425- 641 -9200 r' Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q 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 ✓ 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 Watts Proposed COD OZEi�d- " "ED F FOR ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed COD OZEi�d- " "ED F FOR 1. EPPMP RovE® Aur, 2 3 2012 BuiLDING DfV. ., 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. RECEIVE) . CITY OF TUKWILA AUG 14' 2012 PERMIT CENTER D12-2(0 1 r ti 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 pO 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) 0.85 • 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 Liahtin Power Allowance (LPA Use' LPA (W /ftZ) Use' LPA` (W /ftZ) 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 Retail10, retail banking, mall concourses, wholesale stores (pallet 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 I -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 tournament 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 I, 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. ERMIT COORD COPY. PLAN REVIEW /ROUTING SLIP T. '`ACTIVITY NUMBER: D12 -269 PROJECT NAME: MONEYTREE DATE: 08/14/12 SITE ADDRESS:,;; t.:: 86:720 FORT _DENT. WY S u + 4-e_ 1410 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued D MENTS: Buil ing !vision putc,A,/\.0)7k/s- 2.11- AP Au)c 8 �-H L J� A) /A- Planning Division Fire Prevention Structural Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 /16/12 Complete 71 Incomplete ❑ Not Applicable ❑ Comments: Pei nit Centel Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ 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: 09/13/12 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only - _. • ' • • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Contractors or Tradespeople Prrer 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 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 26 01/01/1980 4278119 GARBER. GEORGE J 03/31/2013 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 e. 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 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 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 09/10/2012 U z z U, 1J bJ 0 U O 0 ce I- 3 0 CO CO CD 0 N 0 Pen Table: JPC STD.CTB Moneytree 6720 Fort Dent Way, Floor 2 Phase 1 Site Plan Scale: a. v.»... l aV,; E D FOR ODE COMPLIANCE APPROVED AUG 2 3 2412 City o u, j it BUILDING 0111•14, OM. 334.55 SEP1- YRI ,T FE FEQUIR -D OR: IN Mechanical El Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION - - win. .. 0 _ -1/Im--.*MO SERVICE AREA 4 TRASH ENCLOSURE MOO 111•111••• moolaworoureateamorope• 1, WM 4.101 BAS ELEVATION OF BUILDING 20 i'ARK(hdCx COURTYARD I f $4.14% FILE COPY Permit No.. p1,2-- 2-1' 1 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fi: ; owv: • conditions is admowledged: NKr BY Date: �Ir —l2 City Of Itikwila BUILDING DIVISION 233.45' w '.1' Peg WA'( 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. Drawing Index: Sheet Number 1 -0.0 I -0.1 I —CS.1 I -1.1 1 -3.1 1 -4.1 I -9.1 1 -10.1 Sheet Title Cover Sheet & Site Plan General Notes & Symbols Exit Plan and Codes Summary Demolition and Dimension Plan Floor and Finish Plan Demo Reflected Ceiling Plan & Reflected Ceiling Plan Construction Details Door Schedule Elevations Details Code Information: 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) 1,643 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 Sc 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 A117.1) 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 DE-FD 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 Team: Property Owner J.0 RADOVICH 2000 124TH AVE. NE., 8103 BELLEVUE, WA 98005 425 - 454 -6060 Tenant: MONEYTREE 6720 FORT DENY WAY TUKWILA, WA 98188 206 - 246 -3500 MEAGAN HENDERSON meagan .henderson @moneytreeinc.com CITY OF Tt_11l t'. AUG ? 4 2012 PERMIT CENTER Architect: JPC ARCHITECTS, PLLC 909 112TH AVE NE SUITE 206 BELLEVUE, WA 98004 (425) 641 -9200 MARK PETERSON — EXT. 340 markp@ jpcarchitects.com 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-- U w F- U V a 112th Avenue NE MoneyTree Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC CCw MP 12 -0488 OR 14 12 PFRMIT Sl1BMITTAL Cover Sheet & Site Plan plEo.„Do -0.0 © 2012, JPC Architects, PLLC GENERAL NOTES.DWG Author CLAIRE WIESE Pen Table: JPC STD.CTB 7/30/2012 12:17 PM E N H V LU H U V a 909 112th Avenue NE Suite 206 Bellevue, WA 98004 MoneyTree Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN JPC DRAWN ccw CHECKED MP NO. 12 -0488 OR 14 12 PFRMIT St IRMITTAL General Notes & Symbols I -0.1 © 2012, JPC Architects, PLLC Abbreviations: General Notes: A/C ACT AFF ALT. APPROX. BD BLDG BLK B BOT OT 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 EL ELEC ELEV EQ EQUIP EST EXIST EXP FEC FF FH FIN FLR FLUOR FOIC FOS FOC FOF FT FUR GA GC GL GWB HC HCPD HDR HDWR HM HORIZ HR HT HVAC INSUL JAN JT KIT LAM LAV LH MAX MECH MIL MEZ MFR MIN M MUD D MUL N NIC OA OC OD OH OPNG P- LAM PNL PR PTN RAD RB RT REF REFR REINF REQ REV RH RM RO S SC SEAL SHT SIM SPEC SQ SS STL STOR STRUC SUSP TEL TEMP TFTI THK THRESH TV TYP UNFIN LINO VCT VEN VERT VESTI VFY VWC W W/ WD w/o WT AIR CONDITIONING ACOUSTICAL CEILING TILE ABOVE FINISH FLOOR ALTERNATE APPROXIMATE BOARD BUILDING BLOCK BLOCKING BOTTOM OTTOM BUILDING STANDARD BUILT UP CABINET CEILING CLEAR(ANCE) COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN 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 /FEET FURRED /FURRING GAUGE GENERAL CONTRACTOR GLASS /GLAZING GYPSUM WALL BOARD HOLLOW CORE HANDICAPPED HEADER HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATING AIR CONDITIONING INSULATION JANITOR JOINT KITCHEN LAMINATE(D) LAVATORY LEFT HAND MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURE(R) MINIMUM MISCELLANEOUS MOUNTED MULLION NORTH NOT IN CONTRACT NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING G PLASTIC LAMINATE PANEL PAIR PARTfTI ON RADIUS RESILIENT BASE RESILIENT TILE REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING SOUTH SOLID CORE SECTION SHEET SIMILAR SPECIFICATION SQUARE 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 WEST /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 KEEP OVERCUTTING TO CARBIDE- TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEE 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. ARCHITECTURAL, D AWINGS, ARE FOR LOCATION INFORMATION E ONLY. ON THE 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 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. 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL /MILLWORK CONDITIONS. 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON- COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4' -0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK. 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION ESTIMATING /BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE (MOISTURE TEST) FOR ALL "ON GRADE SLAB CONDITIONS ". THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S), AND FLOORING SUB-CONTRACTOR FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATION /FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: I PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN SCOPE OF WORK. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM F 1869 "STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE SUN -FLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE(S) SHALL BE APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR INSTALLATION /APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING PRODUCT) AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. 33. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS) WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO-GRAPH AND /OR X-RAY) TO LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER OF PRESENT) AND PROTECT FOR FUTURE RE- INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE- COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE- INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE- COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE- INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR /MOISTURE RESISTANT BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILT! HY -150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S) (BUT NOT BE LESS THAN FOUR INCHES THICK) AND #4 DOWELS SHALL BE CENTERED IN SLAB. THE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING & OPERATIONAL MANNER. 35. COORDINATE WITH SUB-CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE /DATA OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. 36. CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS. , _ REVIEWED FOR CODE COMPLIANCE APPROVED AUG `3 2012 City of Tukwila BUILDING DIV' IOI �► , j U "Sir 1' {A1 AUG 1 4 2012 PERMIT CENTER Symbol Legend: 2306 ROOM NUMBER REFERENCE I -10.3 DETAIL REFERENCE BUBBLE ® DOOR NUMBER REFERENCE. J N H REVISION REFERENCE U ® REFERENCE KEY I -10.3 INTERIOR ELEVATION SYMBOL (REFER TO SHEET /KEY NOTES) N H V LU H U V a 909 112th Avenue NE Suite 206 Bellevue, WA 98004 MoneyTree Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN JPC DRAWN ccw CHECKED MP NO. 12 -0488 OR 14 12 PFRMIT St IRMITTAL General Notes & Symbols I -0.1 © 2012, JPC Architects, PLLC Author. CLAIRE WIESE Pen Table: JPC STD.CTB Date/Time: 8/14/2012 9:10 AM EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE XISTING FILE AREA EXISTING OFFICE EXISTING OFFICE OFFICE OFFICE OFFICE OFFICE EXISTING OFFICE EXISTING OFFICE TOTAL EXIT ACCESS TRAVEL DISTANCE IS 121' F.EC 10i FFICE OFFICE - WORK ROO EXISTING OFFICE SERVER OFFICE EXISTING OFFICE OFFICE CONFERENCE NEW VESTIBULE RECEPTION EXIT CONFERENCE •IIHIHIHI r_8 5/8• EXIT SEPARATION ARATION OFFICE 01 (EXCEEDS MIN. DISTANCE REQUIRED) r-I if B`1EL F CODE COMPLIAs APPROVED OFFICE AUG 2 3 2012 #990 CORPORATE SECOND FLOOR City of Tuk itii BUILDING DIVISION 411, Exit Plan - Scale: 3/32 " =1' -0" ig -4-1b9 Loo U w U U a 1 CD O co 0- Q MoneyTree Floor 2 6720 Fort Dent Way Tukwila, WA 98188 General Notes: Legend: Code Notes: 1. MEANS OF EGRESS ILLUMINATION: THE MEANS OF EGRESS (EXIT PATHWAY) AND THE EXIT DISCHARGE DOOR SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED AT AN ILLUMINATION LEVEL NOT LESS THAN 1 -FOOT CANDLE (10 LUX) AT THE WALKING SURFACE LEVEL PER IBC 1006. LIGHTING MUST BE PROVIDED WITH EMERGENCY BATTERY BACK -UP PER IBC 1006.3. "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. DENOTES NUMBER OF OCCUPANTS 1. 47 TOTAL OCCUPANTS IN SUITE NUMBER 230: 47/3 = 15 PER EXIT. 2. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 15 X 0.2 = 3" MINIMUM EXIT WIDTH. ACTUAL PROVIDED: 36 ". CITY OF U AUG 142012 PERMIT COMER DESIGN DRAWN CHECKED NO. JPC CCW MP 12 -0488 OR 14 12 PFRMIT SIIRMITTAI Exit Plan and Codes Summary I-cs.1 © 2012, JPC Architects, PLLC 1 DEMOLITION AND DIMENSION PLAN.DWG Author. CLAIRE WIESE Pen Table: JPC STD.CTB 8/14/2012 2:12 PM ii 8 200 224 223 254 207 221 OFFICE SCOPE OF WOR,K OFFICE OFFICE 215 216 OFFICE OFFICE ■N Demo Plan _ Scale: 1/8 " =1' —O" VERIFY 200 224 OFFICE OFFICE 254 WORK ROOM OFFIC OFFICE 207 OFFICE OFFICE OFFICE 211 11'— TICE ALIGN CON ERENCE SCOP I OF WOR,< OFFICE 213 1OFFICE 214 OFFICE 215 216 OFFICE OFFICE ■) Dimension Plan V 4fr41 Scale: 1/8 " =1' —O" N F- U w H Z U U 1 MoneyTree Floor 2 6720 Fort Dent Way Tukwila, WA 98188 Demo Plan General Notes: Key Notes: Dimension Notes: Partition Legend: COMPLY WITH ALL RULES AND REGULATIONS OF GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER DEMOLITION WORK. 2. DEMOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS. RETAIN SALVAGEABLE ITEMS WHERE OR WHENEVER APPROPRIATE. COORDINATE STORAGE WITH OWNER OR REUSE ON PROJECT. 3. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. 4. REMOVE, REPLACE AND RELOCATE EXISTING MECHANICAL, ELECTRICAL AND FIRE PROTECTION EQUIPMENT /DEVICES AS REQUIRED FOR NEW CONSTRUCTION. AT LOCATIONS WHERE ELECTRICAL IS TO BE REMOVED, PULL OUT WIRING BACK TO PANEL. SEE DESIGN BUILD MECHANICAL, ELECTRICAL AND COMMUNICATIONS DRAWINGS FOR ADDITIONAL INFORMATION. 5. PROTECT STRUCTURAL ELEMENTS FROM DAMAGE DURING CONSTRUCTION. 6. PRIOR TO START OF WORK, COORDINATE WITH TENANT THE SCHEDULE FOR SHUTOFF, CAPPING AND /OR CONTINUATION OF UTILITY SERVICES REQUIRED. 7. EXISTING DOORS, FRAMES AND HARDWARE SCHEDULED TO BE REMOVED SHALL BE SALVAGED AND RELOCATED TO OWNER STORAGE OR REUSE WHERE OR WHENEVER APPROPRIATE. 8. PATCH AND REPAIR EXISTING WALLS AT DEMOLISHED AREAS TO A "LIKE —NEW" APPEARANCE. O NO WORK IN THIS AREA UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. 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 DEMISING WALL TO BE REMOVED. VERIFY GRID ALIGNMENT BETWEEN SUITES. HEADER TO REMAIN AS REQUIRED. REFER TO FLOOR PLAN FOR LAYOUT. ® 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. ® DEMO EXISTING THERMOSTAT RELOCATE AS REQUIRED. 7 PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW PARTITION. ® DEMOLISH EXISTING FINISH FLOORING AND BASE, UNLESS OTHERWISE INDICATED. PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW FINISH FLOORING AND BASE MATERIALS. REFER TO FLOOR / FINISH PLAN FOR ADDITIONAL INFORMATION. ® 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 10 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 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. 3. 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. 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. INVIESIMMEINESEI EXISTING PARTITION TO BE REMOVED EXISTING PARTITION /CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS GRID HEIGHT PARTITION. REFER TO DETAIL 3/1 -9/1. RATED PARTITION. REFER TO DETAIL 4, 8, & 12/1 -9.1. 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. Key Notes: NO WORK THIS AREA. 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. ® COORDINATE DEPTH AND LENGTH OF ELECTRICAL CLOSET BASED ON PANEL SIZE. REVIEwf FOR ._.. CODE COMPL I SCE APPRO \r - AUG 232012 City of Tukwila BUILDING D''+!'ISION Q (LLb? crtrRbirOv�n° n AUG 7 e 2012 PERMIT CENTER DESIGN DRAWN CHECKED NO. JPC CCw MP 12 -0488 08.14 12 PFRMIT SUBMITTAL Demolition and Dimension Plan © 2012, JPC Architects, PLLC FLOOR AND FINISH PLAN.DWG co 0 N 3 CO Q u X Pen Table: JPC STD.CTB 3 0 HALL 200 HALL .1. _ m.. wzompanwaioni....-0. III I 1U 1 I •111.'.I IR i _•ui 1 r_ _Taw 6.,d7friry v- HALL 254 ■_•.ice!. +44 111 ID WORK +POO OFFICE L — I OFFICE ,( P OFFICE 224 OFFICE 225 OFFICE OFFICE CON ERENCE OFFICE SCOP 0 OFFICE I 212 ` WORK 213 IOFFICE 214 215 OFFICE OFFICE OFFICE All■N Floor Plan _ Scale: 1/8"=1'-0" RF CODE APPR 200 224 223 201 207 FOR IANCE AUG 2 3 2012 City of Tukvis i11t 208 SCOP I OF WOR,< 213 214 216 Finish Plan - Scale: 1/8 " =1' -O" N U LU I- = I— U U a N N cn w z c N v- f?� C7 Os. MoneyTree Floor 2 6720 Fort Dent Way Tukwila, WA 98188 Floor Plan General Notes: Floor Plan Key Notes: Finish Plan General Notes: Finish Specifications 1. FLOORING TO BE CARPET (C1) 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: EXISTING PARTITION TO BE REMOVED EXISTING PARTITION /CONSTRUCTION TO REMAIN INSWIWEEMEnti EXISTING SHELL & CORE WALLS GRID HEIGHT PARTITION. REFER TO DETAIL 3/1 -9/1. RATED PARTITION. REFER TO DETAIL 4, 8, & 12/1 -9.1. O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR /FINISH PLAN FOR ADDITIONAL INFORMATION. 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. ® NEW FIRE EXTINGUISHER CABINET (F.E.C.). MOUNT AT 48" A.F.F. TO CENTER. PROVIDE IDENTIFICATION SIGNAGE AT EACH EXTINGUISHER LOCATION AS REQUIRED. CONFORM TO BUILDING STANDARD FOR MANUFACTURER (CABINET /BOTTLE) TYPE AND STYLE. ® ANCILLARY FURNITURE FIXTURES AND EQUIPMENT. TENANT FURNISHED AND INSTALLED. INCLUDING BUT NOT LIMITED TO CHAIRS, TABLES, DESKS, AND FILE CABINETS. 5 PROVIDE AND INSTALL SAFETY GLAZING AS REQUIRED BY IBC 2009 AND LOCAL CODES. ® WHERE WALLS HAVE BEEN DEMOLISHED PATCH AND REPAIR WALL. PAINT FINISH TO MATCH EXISTING ADJACENT SURFACE O EXISTING COLUMNS TO REMAIN. ® PROVIDE MINI BLINDS AT SIDELITES THROUGHOUT SCOPE OF WORK. MATCH EXISTING. ® NEW COPIER /PRINTER LOCATION. PROVIDE DEDICATED POWER WITH (1) SINGLE GANG MUD RING (WITH PULL STRING). 10 CASED OPENING TO MATCH BUILDING STANDARD. 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. FE. BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) =Q DUPLEX RECEPTACLE 4j1 DEDICATED DUPLEX RECEPTACLE =Zi GFI DUPLEX RECEPTACLE 4 FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE -® SPECIAL RECEPTACLE Q CORE DRILL C 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 1. ALL AREAS TO RECEIVE RB -1 U.N.O. 2. ALL WALLS & PARTITIONS TO RECEIVE P -1 U.N.O. 3. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. 4. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. 5. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COATS 6. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. 7. ANY DECORATIONS USED SHALL BE NON- COMBUSTIBLE OR FLAME - RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 8. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON- PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. 9. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON- PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. 10. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUTE -CRI CARPET INSTALLATION STANDARD - CURRENT EDITION. 11. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. "ABUT" ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY "ABUT ". 12. CONTRACTOR TO CLEAN AND REPAIR ALL EXISTING EXTERIOR GLAZING AND INTERIOR RELITE MINI - BLINDS WITHIN THE WORK AREA. Finish Plan Key Notes: O NO WORK IN THIS AREA O HATCH AREA INDICATES EXTENT OF CARPET, BASE AND PAINT TO MATCH BUILDING STANDARD. FLOORING CPT BASE TYPICAL FLOORING, U.N.O. MFR: STYLE NAME: STYLE NO: COLOR NO: BACKING: INSTALLATION: MFR REP.: TBD TBD TBD TBD TBD TBD TBD TYPICAL BASE, U.N.O. MFR: TBD PRODUCT: TBD COLOR NAME: TBD COLOR NO: TBD ASTM TYPE: TBD PROFILE: TBD GENERAL WALL PAINT (TYPICAL U.N.O.) SHERWIN WILLIAMS PRO MAR 2000 MFR: TBD COLOR NAME: TBD COLOR NO: TBD SHEEN: EGGSHELL, SEMI -GLOSS CAD WET AREAS ACCENT WALLS MFR: TBD COLOR NAME: TBD COLOR NO: TBD SHEEN: EGGSHELL, SEMI -GLOSS © WET AREAS WINDOW COVERING W1 BUILDING STANDARD COLOR: TBD INSTALLATION: INSTALL TO MATCH EXISTING 40)- cxrYVIIMLA AUG 1 t 2012 PERMIT CENTER DESIGN DRAWN CHECKED NO. JPC CCw MP 12 -0488 OR 14 12 PFRMIT SUBMITTAL Dimension and Floor Plan I -3 -1 © 2012, JPC Architects, PLLC DEMO RCP AND RCP.DWG Author. CLAIRE WIESE Pen Table: JPC STD.CTB Date/Time: 8/14/2012 2:15 PM OFFICE 203 ■ i �rnii ■ ,,■ iii l ■ ■''...2 OFFICE ■■ III ' °` 204 I■iM jTYP ■�1■�I ■'1'�► OFFICE 26 0 ■ ■■ ■■ 111111111111111111121114 —. ■1111■.1111111111 ■011 7�� ■ 112■1111•■■ ■■ ■ ■•11■ ■i ■ ■111111E ■ L■i ■I ■■ 1111 ■ ■11 ■�� \I� ■ ■ ■ ■ ■■i \ 1111 ■ ■■MIIII M■■■■■■ -_ ■ ■■■■I// ■■■■■►T ■O■1 \I /11 ■1111 ■ /% MEW 41 \■ ■■/M ■■ ■■ ■1 SCOP I OF WOR\ 211 dak ik) Demo Reflected Ceiling Plan Nrr Scale: 1/8 " =1' -0" HALL 254 MIN OFFICE 203 L� 111111 i■■■■■ ..II, d ■ Ii@IU _ T 200 • • !!!V! �!J' !!__► �� EMI ICIC .. ■/11r�III� b.,_ ii ■►� f INa mo■■na._ ■ MEMIE , /■ ►© ■11111 ■I . ■ ■ ■�E■A�■I\ ■Io ■■rI■a. /�r.� ®m._ !\ ■3■o ■bM ■■0 •/i ■1►� ■1 /�� ■■■■ ■L m■I =i� o■ !1U J iI �■I N o ■■v■n■L • <> ■ t.�. ■TRIM■ N ■■ o■o a um i1J ■ ■& N a N III ID ■ 11111111MMEMEIESIMI gm, �' I■ ■I r OFFICE 204 OFFICE 206 OFFICE 209 i HALL L 22 I. 211 IM C' INN 1 M � \■W■EC� � - ca ilk ,! M?19 11 D is II ■1© Ing MINEEMIE:MERVI ■ o ,51►1, 1 208 °C)-111111111415111111 ��� ■o�M■■V■■) �■� 1imeallICI :::OFFICE V' ■I /I■ ffl , ■, ■I� ■�I.�■ ■ ■� • 1 Mil , � Wd4A 210 . • FIC 3 SCOP OFFICE 22 `FFICE I OF WOR< REV NCI 213 OFFICE 214 OFFICE I 215 OFFICE 216 OFFICE &d) R fl ' ' e ected Ceiling Plan - Scale: 1/8 " =1' -0" N F-- U uJ ce V V a MoneyTree Floor 2 6720 Fort Dent Way Tukwila, WA 98188 Reflected Ceiling Notes: Key Notes: RCP Key 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. 3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 4. 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). 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 6. 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. 7. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 8. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE- CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND /OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 11. 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. 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. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. Symbols Legend TYPE SYMBOL MFG. DESCRIPTION $ SWITCH $3 3WAY SWITCH BLDG STD EXIT LIGHT EXHAUST FAN BLDG STD GRID & TILE NO WORK IN THIS AREA UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. HATCH INDICATES EXTENT OF EXISTING GWB CEILING AND HEADER TO BE DEMOLISHED. INFILL TILE AND GRID TO MATCH EXISTING. CROSS HATCH INDICATES THE EXTENT OF EXISITNG GRID AND TILE TO BE DEMOLISHED. REFER TO REFLECTED CEILING PLAN FOR LAYOUT. HATCH INDICATES EXTENT OF EXISTING GWB CEILING AND ASSOCIATED SUPPORT /RESTRAINT SYSTEMS, AND LIGHT FIXTURES TO BE DEMOLISHED. PREPARE AFFECTED AREAS(S) AS REQUIRED FOR SCOPE OF NEW CONSTRUCTION. REFER TO REFLECTED CEILING PLAN AND DESIGN -BUILD CONSULTANT DOCUMENTS FOR ADDITIONAL INFORMATION. SALVAGE AND REUSE EXISTING LIGHTS. REUSE WHERE APPLICABLE. REFER TO REFLECTED CEILING PLAN FOR NEW LAYOUT. 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. DEMOLISH EXISTING HEADER. PATCH GRID AND TILE TO MATCH EXISTING ADJACENT. 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. 6. 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 POWER PER 1997 UBC. 8. 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. NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR /FINISH PLAN FOR ADDITIONAL INFORMATION. INFILL 2X4 BUILDING STANDARD CEILING TILE AND GRID. REFER TO SPECIFICATIONS ON SYMBOLS LEGEND. HATCH AREA INDICATES INFILL OF GYPSUM WALL BOARD CEILING TO MATCH EXISITNG CONSTRUCTION METHODS TECHNIQUES, RATINGS AND FINISHES AS REQUIRED. REFER TO DETAIL 12 -9.1 FOR ADDITIONAL INFORMATION. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, 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. O RELOCATED OR NEW 2X4 FLUORESCENT LIGHT TO MATCH EXISTING BUILDING STANDARDS. RELOCATED OR NEW 2X2 FLUORESCENT LIGHT TO MATCH EXISTING BUILDING 8 STANDARD. 0 REPLACE ALL BENT /SRATCHED OR OTHERWISE DAMAGED CEILING GRID WITHIN SCOPE OF NEW CONSTRUCTION. REvIEvvED FOR CODE COMPL IANC,E APPROVED AUG 2 3 2012 City of Tukvi;iI BUILDING DIVIS Q1 cnyft V D AUG 14 2012 PERMIT CENTER DESIGN DRAWN CHECKED NO. JPC CCw MP 12 -0488 08 14 12 PFRMIT SUBMITTAL Demo Reflected Ceiling Plan & Reflected Ceiling Plan I -4.1 © 2012, JPC Architects, PLLC U z C 0 cri 0 0 Lu W d oo oo N 0 a. A W W .0 u 8 Q I, JPC STD.CTB C a° CL N 0 18 mils STUDS (25 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON- COMPOSITE COMPOSITE 1625125 (1 -5/8 ") 12" 7' -7" 8' -10" 16" 6' -11" 8' -4" 24" 6' -0" 7-11" 2505125 (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" 2505125 (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 1625125 (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" 1S-11" 16" 11' -11" 12' -10" 24" 10' -5" 11' -7" 3625125 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 PROVIDE WALL BRACING ALL NON -LOAD BEARING WALLS SO THAT NO WALL HAS AN UNSUPPORTED LENGTH GREATER THAN 9' -0 ". EXCEPTION: WALLS THAT ARE 12' -0" OR LESS IN LENGTH & SUPPORTED CO EA. END BY AN INTERSECTING WALL OR STRUCTURE DO NOT REQUIRE WALL BRACING. INTERSECTING WALLS ARE CONSIDERED AS WALL SUPPORTS. WALLS MAY ONLY EXTEND TO 2' -0" BEYOND AND SUPPORT WITHOUT BEING SUPPORTED AT IT'S END Partition Bracing Detail Scale: 3 " =1' -0" ■0. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" )F EACH CORNER OF LIGHT FIXTURE. SPLAY NRES AS SHOWN AND FASTEN TO BEAM OR 'URLIN. MIN. OF 3 WIRE TURNS EACH. CONNECTION POINT JO. 9 GA. LATERAL SUPPORT WIRE AT ENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING 3ONTRACTOR FASTEN TO STRUCTURE ABOVE WITH 3/16" DIA. POWER ACT. FASTENERS, MIN. 1000 LB. PULLOUT (® STL. DECK FASTEN W/ (2) #10 SCREWS) ACOUSTICAL TILE CEILING METAL CASING BEAD 2 -1/2" (22 GA.) TRACK W/ (2) #10 SCREWS ® 24" O.C. PAINT EXPOSED SURFACES FLAT BLACK 60' MAX. TYP. 45' Light Fixture Bracing Diagram RECESSED FLUORESCENT FIXTURE CROSS TIE MAIN STRUCTURAL RUNNER 4' -0" O.C. Scale: 3/4 " =1' -0" 5 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. 0 0 0 / 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 Scale: 3/4"=1'-0" (E) CONCRETE OVER METAL DECK ( ) #8 SCREWS _ NENE lei g SHIM AS REQ'D, SECURE TO GRID INSULATION TO EXTEND 2' -O" BEYOND EACH SIDE OF WALL AS NOTED BELOW Ir 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 W'� THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING A x' -x" 2 1/2" 18 Mils 24" O.C. 3 3/4" SB SB - REF. 9/1 -9.1 FOR BRACING — — — — — — — — — *SB =SOUND ATTENUATION BATTS FR =FIRE RESISTIVE Grid Ht. Partition Scale: 3 " =1' -0" APPROVED "FIRE EXTINGUISHER" SIGNAGE - 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8 "X12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. L- Q HANDLE LL: LL 0 to SCHEDULED DOOR (OPEN OR CLOSED) WALL - MOUNTED TEL. OUTLET THERMOSTAT If HARDWARE SET AS SCHEDULED ELEC. OUTLET TEL. OUTLET - 4- i LIGHT S CH DOTTED LI INDICATES LO OF LARGER P FOR GANGED SWITCHES 2 -3/4" VERIFY W/ HARDWARE SCHEDULE N 0 TION NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. Typical Mounting Heights NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT Scale: N.T.S. 7 NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV. SOFT- ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12' -0" 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 I" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -0" O.C. MAX. EACH WAY. 3 TURNS MIN. WITHIN 3" TYP. NOTE #1 FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES. PROVIDE MIN. 2" WIDE WALL ANGLE MAIN RUNNER, HEAVY DUTY CROSS 'T" VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE 2" 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 Sc WALL Seismic Wire /Compression Strut Connection Scale: 3/4 " =1' -0" RE 'ILA _u I -OR CODE COMPLIANCE APPROVED AUG 232812 City of Tukwila BUILDING DIVISION z o0 LLJ ?J ww 0 0 EXISTING STRUCTURE FR GYPSUM COMPOUND OR FIRE CAULK "FIRETRAK" DEFLECTION TRACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS SPECIFIED BASE 1/8" FOAM TAPE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR WALL TYPE STUD SIZE STUD THICKNESS STUD SPACING WALL THICKNESS INSULATION WALL CEILING FIRE RATING/ UL DESIGN NO. 30 Mils 24" O.C. 4 7/8" UL# U419 r. w *SB =SOUND ATTENUATION BAITS 1 Hr. Rated Full Ht. Partition Scale: 3 " =1' -0" co VERIFY TYPE B NON -FULL \ HEIGHT WALL, UL #U419. ACOUSTICAL CEILING GRID ONLY 9' -0" A.F.F. 1" SHAFT LINER 4 ", 20 Ga. GALVANIZED STEEL C -T STUDS 24" O.C. COMMENTS REFER TO DETAILS 5 &17 FR =F1RE RESISTIVE (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 1 Hour Rated Tunnel Enclosure Scale: 1"=1'-0" BRACE TO STRUCTURE ABOVE 4 ", 20 Ga. GALVANIZED STEEL C -T STUDS ® 24" O.C. 1" SHAFT LINER Tunnel Detail (1) LAYER TYPE "X" GWB Scale: 1"=1'-0" n V ao AUG 14 2012 PERMIT Ci11TI 4 cn H U uJ H Z U V CL C3 MoneyTree Floor 2 6720 Fort Dent Way Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC CCw MP 12 -0488 OR 14 12 PFRMIT SUBMITTAL Construction Details I -9.1 © 2012, JPC Architects, PLLC Dwg: L:\ 2012 \12 - 0488 \DWG \WIP \MASTER \I -10.1 DOOR SCHEDULE.DWG Pen Table: JPC STD.CTB 3. -0 1 / I \. BASE, AS SPECIFIED Door Type A BLDG. STD. 3' -0" X B/S X 1 -3/4" SC, FLUSH PANEL WOOD DOOR FINISH: BLDG. STD. STAIN 1/4" TEMPERED SAFETY GLASS PER IBC SEC. 2406 NOTE © DOOR /RELITE COMBINATION: PROVIDE METAL STUD KICKERS SUPPORT UP TO STRUCT. FOR STABILITY. NOTE: SILL DETAIL TO MATCH B/S Scale: 3/8 " =1 ' —0" L-1 "' Elm 1/2" Relite Sill 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 aCNI 1/2" t Door Jamb (Head Sim.) Scale: 6"=1' —0" 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 t 2 -O / BASE, AS SPECIFIED Door Type B BLDG. STD. 1 -3/4" SC, FLUSH PANEL WOOD DOOR FINISH: BLDG. STD. STAIN PROVIDE AND INSTALL RATED SIDELITE AND GLASS SYSTEM WITH FIRELITE PLUS Scale: 3/8 " =1' -0" /2" 1 1/2" 1 t/2 Door /Relite Jamb 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) 1 -3/4" S.C. B/S WOOD DOOR Scale: 6 " =1' -0" 1/2" 1/2" 1M Relite Jamb (Head Sim.) PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS (1) ADDITIONAL LAYER OF G.W.B. (WHERE OCCURS) BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) 1/4" TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER Scale: 6 " =1' -0" Hardware Sets: HS -1 SINGLE NON -RATED DOOR WITH LATCHSET QTY 1-1/2 PAIR - BUTT HINGES QTY 1 - LEVER LATCHSET QTY 1 - BLDG STD. DOOR STOP QTY 1 SET - SILENCERS HS -2 SINGLE RATED LATCHING DOOR W/ CLOSER BUILDING STANDARD CIPHER LOCK QTY 1 -1/2 PAIR - BUTT HINGES QTY 1 - LEVER LATCHSET QTY 1 - SURFACE MTD. CLOSER W/ TBD DEGREE HOLD OPEN QTY 1 - BLDG STD. DOOR STOP QTY 1 SET - SILENCERS QTY 1 - SMOKE SEAL AND GASKET Door Schedule: NO. TYPE FRAME HDWE RATING REMARKS REVISION 203 A WOOD HS -1 204 A WOOD HS -1 205 EXISTING EXISTING 206 A WOOD HS -1 208 EXISTING EXISTING 209 A WOOD HS -5 210 EXISTING EXISTING 211 A WOOD HS -1 212 EXISTING EXISTING 213 EXISTING EXISTING 214 EXISTING EXISITNG 215 EXISTING EXISTNG 216 EXISTING EXISTNG 217 EXISTING EXISTNG 219 EXISTING EXISTNG (1) U uJ U Q U 909 112th Avenue NE Suite 206 MoneyTree Floor 2 6720 Fort Dent Way Tukwila, WA 98188 221 EXISTING EXISTNG 223 EXISTING EXISTNG 255 B WOOD HS -2 20 MIN. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 3 2012 City of Tukwila 1 ,LDING DIVISIOI�s pig --10q crtY/MR.1A AUG ti, 2012 PERMIT CENTER DESIGN DRAWN CHECKED NO. JPC ccw MP 12 -0488 08 14 12 PFRMIT SUBMITTAL Door Schedule Elevations Details -10.1 © 2012, JPC Architects, PLLC