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Home My WebLink AboutPermit D08-285 - MONEYTREE - OFFICES AND CONFERENCE ROOMMONEYTREE 3720 FORT DENT WY D08 -285 Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: City Of Tukwila Tenant: Name: MONEYTREE Address: 3720 FORT DENT WAY , TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: JOHN C RADOVICH LLC Address: 2835 82ND AVE SE #300 , MERCER ISLAND WA 98040 Phone: Contact Person: Name: TANNER TOWNSEND Address: 601 108TH AVE NE SUITE 2250 , BELLEVIJE WA 98004 Phone: 425 - 641 -9200 Contractor: Name: BAKER CONSTRUCTION Address: 2711 E SPRAGUE AVE , SPOKANE, WA 99202 Phone: Contractor License No: BAKERCD066CZ doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -285 Issue Date: 06/11/2008 Permit Expires On: 12/08/2008 Expiration Date: 04/06/2010 DESCRIPTION OF WORK: ADDITION OF PARTITION WALLS AND DOORS TO CREATE PRIVATE OFFICES AND A CONFERENCE ROOM Value of Construction: $35,000.00 Fees Collected: $1,047.30 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0008 D08 -285 Printed: 06-11 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City dill 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.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Print Name: t 14-1 N 'J doc: IBC -10/06 Permit Number: D08 -285 Issue Date: 06/11/2008 Permit Expires On: 12/08/2008 Date: ta - G 1 `v 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. Signature: Gihr- — 144 -1- 044- -2--- Date: 44 / / / This permit shall become 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. D08 -285 Printed: 06 -11 -2008 Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Tenant: MONEYTREE 1: ** *BUILDING DEPARTMENT CONDmONS * ** • 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.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 285 Status: ISSUED Applied Date: 05/16/2008 Issue Date: 06/11/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Maintain fire extinguisher coverage throughout. 14: 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 doc: Cond -10/06 D08 -285 Printed: 06-11 -2008 inches (102 mm). (IFC 906.7 and IFC 906.9) • 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.ci.tukwila.wa.us 15: 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) 16: 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) 17: 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) 18: 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) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: 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) 21: 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) 22: 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) 23: Aisles in nonsprinklered buildings shall be a minimum of 96 inches (2438 mm) wide. (IFC 2306.9.1.2) 24: 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) 25: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 26: 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 27: 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) 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 29: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 30: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) doc: Cond -10/06 D08 -285 Printed: 06-11 -2008 • 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.ci.tukwila.wa.us 31: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 34: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 35: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 36: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 37: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -285 Printed: 06-11 -2008 Signature: Print Name: t 4 4 t H - doc: Cond -10/06 � d 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.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Date: Gi/ r LOO D08 -285 Printed: 06-11 -2008 CITY OF TUKWIL� Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htip: //www. ci. t ukwila. wa. us Name: r -1I4L = 1 �wNS�r.,c7 Company Name: E -Mail Address: 1T - tKi2T' Company Name: Mailing Address: Contact Person: E -Mail Address: 4 Q:\Applicntions\Forms- Applications On Linc'3 -2006 - Permit Application.doc Revised: 9 -2006 hh Building Permit No. jJ 8 ? Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) 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: f�32O T P -Wr 14 E -Mail Address: 'r4I4EJLT�,,PC -A- &+ITf -tX5. Gl9*1 Contact Person: E -Mail Address: Contractor Registration Number: I. King Co Assessor's Tax No.: Suite Number: ?„ Floor: Z- Tenant Name: t 4i -ft New Tenant: ❑ Yes Property Owners Name:(I o?E 4Af tf) �L-- 2l icg} Mailing Address: ('mob Td AUi a t4, -IePT 1.1.iQl/dlCr City 4 � Zi p CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: (*v3 ( 4 92 00 Mailing Address: (.O1 1 Ot ' #&Vri= NP_ � � 225' L -EtJ Wk City State Zip Fax Number: (42) (,fl. f32oo GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: Zip State City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: f' 1-.LT5 Mailing Address: cote ` M tNE, SUx 1!.. 225b te' 4 4 State Zip City Contact Person: ��,d/•tt -tt��z ' tNyttr�ct7 Day Telephone: f lf / G4I ' yZoo Fax Number: L *-5 1x737 ' ZED ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record City Day Telephone: Fax Number: State Zip Page I of 6 rBUILDING PERMIT INFORIVIIIION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ -��t�� Existing Building Valuation: $ tj 1545: Scope of Work (please provide detailed information): oval'- wwA cAz Pooa9, t o -x- P4"4 Pz -1 c..-- 4 A- Go H; - fki — E.4 Vedil a Will there be new rack storage? ❑ Yes K'`. 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 IR No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: xi Sprinklers 181 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ig. No If 'Yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Linc\ -2006 - Permit Application. doe Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 2 Floor s� 1 575 H .5 15 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck rBUILDING PERMIT INFORIVIIIION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ -��t�� Existing Building Valuation: $ tj 1545: Scope of Work (please provide detailed information): oval'- wwA cAz Pooa9, t o -x- P4"4 Pz -1 c..-- 4 A- Go H; - fki — E.4 Vedil a Will there be new rack storage? ❑ Yes K'`. 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 IR No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: xi Sprinklers 181 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ig. No If 'Yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Linc\ -2006 - Permit Application. doe Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN + ORIZED Signature: A Print Name: T - MKG-7--- \ m 4.V.V5 L 47 Date: 5 /400 Mailing Address: 6ei b t t-rat City Date Application Accepted: 1(o- 0 0 Date Application Expires: lit__ 1 00 Staff Initials: Q: Wpplications\Forms- Applications On LincU -2006 - Permit Application.doc Revised: 9 -2006 bb Day Telephone: (4.) - 12202 Lak W004- State Zip Page 6 of 6 Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Applicant: MONEYTREE Receipt No.: R08 -02690 Initials: JEM Payment Date: 07/22/2008 11:30 AM User ID: 1165 Balance: $0.00 Payee: MONEYTREE, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 136955 60.00 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Permit Number: D08 -285 Status: ISSUED Applied Date: 05/16/2008 Issue Date: 06/11/2008 Payment Amount: $60.00 5172 07/22 9710 TOTAL 60.00 doc: Receiot -06 Printed: 07 -22 -2008 Payee: MONEYTREE ACCOUNT ITEM LIST: Description rtnn: RAraint -fl BUILDING - NONRES STATE BUILDING SURCHARGE 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.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 135212 636.50 000/322.100 000/386.904 RECEIPT Parcel No.: 2954900455 Permit Number: D08 -285 Address: 6720 FORT DENT WY TUKW Status: APPROVED Suite No: Applied Date: 05/16/2008 Applicant: MONEYTREE Issue Date: Receipt No.: R08 -02078 Payment Amount: $636.50 Initials: WER Payment Date: 06/11/2008 01:28 PM User ID: 1655 Balance: $0.00 Account Code Current Pmts 632.00 4.50 Total: $636.50 3546 06 /11 9711 TOTAL 636.50 Printarl: OR -11 -2008 Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Applicant: MONEYTREE Payee: MONEYTREE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 131185 410.80 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • 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.ci.tukwila.wa.us RECEIPT A Permit Number: D08 - 285 Status: PENDING Applied Date: 05/16/2008 Issue Date: Receipt No.: R08 -01696 Payment Amount: $410.80 Initials: WER Payment Date: 05/16/2008 02:41 PM User ID: 1655 Balance: $636.50 Account Code Current Pmts 000/345.830 410.80 Total: $410.80 2587 05/19 9711 TOTAL 410.80 doc: Receiot -06 Printed: 05 -16 -2008 Project • ati. Type of Inspection: ,...X ,� t �. , Address: ( 7U) zs/ ( Jew' w ` Date Call w s Q /� ` � f , ... Special Instructions: 7-- D to Wanted: n `� , - 0 p.m. Requester: Phone No: �j t _ S-64 ! 1 /..S - 2.43L INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Doe- 2 '5 PERMIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp ctor: Date: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: _. �.. - _.,, , - -- .A,.cr _ _ - _ �..... COMMENTS: ^l _ Type of Inspection: ■ if 1 % - - `' n au t- Date Called. /) ICS 1- , ,- s ( Ci 4 P 5 cT .e A- C-(' t .'r yti Cr v(7x /,. J f J � - e.. , _ u. , Projec ^l _ Type of Inspection: ■ if 1 Address: - - `' n au t- Date Called. Special Instructions: > Date Wanted: � ' �� U a.m. p.m.. Requester: Phone No: doh -2�5� INSPECTION RECORD Retain a copy with permit INSPECTIbN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - k. . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 4 Approved per applicable codes. Corrections required prior to approval. Inspector Date: y ✓ 2 n y $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: Project Type of Inspection: 6( /4"2, Al Address: L12A D ate Called: r ( Special Instructions: ' / ate Wanted: a.m. - - V r p.m. Requester: Phone No: 5n1- 5` Tee -0Ill PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1.00, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit DOE(-28,S Corrections required prior to approval. COMMENTS: r r Inspec Date: -a ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of-Inspection: 1Y' f‘"7 6,1) l (-e.i -, , n S V` {9 ta..er AA -A k D Called: / 6 s • 41l � e fo) PG - C L J c..! C .P.l k` U A 1 a.m. R equester: Phone Noo i S 7 el A . 11 Project: it�A-C'/ Mt e Type of-Inspection: 1Y' f‘"7 S.. Ad -i /� / D Called: / Special Instructions: ` ` l ---1 _ l/ /0\",,,,?, J C "�� i �� l ,� tI Date Wanted: �` Z a.m. R equester: Phone Noo i S 7 el INSPECTION RECORD , Retain a copy with permit f INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION vZ, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. El Corrections required prior to approval. Inspector 1 Date: 7 -L-4 n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: PiV 1 - (.* . .. V I) A P -s`. J/1 k Type of Inspection: c ,f 0. J.t. , A--7 A, P/" it JAR. l ,i c rJ� r q f NP fi i v .J iq ( Z) r 1- ( r_ / 1I 3 ) k le / . . r - MA c Ste I , - i i _.. cic. 1) Lh ,,T of T� r ` / A P yl ',2A ) (w . 4 0 n — (r) . s .-' -e C .t e. _cam .• r 6 r--,pc, C_ _ 2 1 liJ s- /f_r r . J/ `) 1 A. S (1-- .V1 6 f T1( ly II C d Project: Type of Inspection: c ,f 0. J.t. , A--7 Address: Date Called: Special Instructions: / Date Wanted: — v� I� p.m. Requester: Phone No: D Gj . S ` �7 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 044 -7 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION F- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 orrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: Project: 00 A/ cy-tit e - k _ • / Type of Inspection: 54z Ame-Lii Address: 4 920 ,Z Suite #: /LC i) 7 , . (A/Y Contarson: 4 t.•ea2dize1olbe' Special Instructions: Permits: Phone? No.: 0/ - AY-75 403z- Needs Shift Inspection: • Sprinklers: Fire Alarm?" • Hood & Duct: Monitor r .e Pre-Fire: Permits: Octupancy Type: • .. •.: 1 113■41 - -• INSPECTION NUMBER • • 444 Andover Park East, Tukwila Wa. 98188 206-575-4407 -a C • MMENTS: ,„„.• . PA I Alite rit- .04;4 4. I..0-4 wk. • • 4.• Approved per applicable codes. Inspector: 612: • I Date: 4/5/ Hrs.: / $8 .00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a. reinspection. Word/Inspection Record Form.Doc INSPECTION ECORD Retain a ccipii with permit CITY OF TUKWILA FIRE DEPARTMENT . • • PERMIT NUMBERS 1/13/06 T.F.D. Form F.P. 113 • Corrections required prior to approval. ••• ■••• • Project Info Project Address Fort Dent Office Building Date 5/14/2008 6720 Fort Dent Way #230 For Building Department Use Applicant Name: JPC Architects - Tanner Towsend Applicant Address: 601 108th Ave. NE, Bellevue, WA 98004 Applicant Phone: (425) 641 -9200 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms FILE COP Revised July 2007 • RECEIVED MAY ;1.62008 PERMIT CENTER Project Info Project Address Fort Dent Office Building Date 5/14/2008 6720 Fort Dent Way #230 For Building Department Use Private Office Area Applicant Name: JPC Architects - Tanner Towsend Applicant Address: 601 108th Ave. NE, Bellevue, WA 98004 Applicant Phone: (425) 641 -9200 Project Description Private Office Area ❑ Plans Included requirements. ❑ New Building ❑ Addition " Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive ® 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 ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area Private Office Area Private offices and the hallway that serves them 1.00 1340.3 1340.3 Private Office Area 2'x2' fluorescent (new) - 2 T -8 bulbs 3 50.0 150.0 Private Office Area 2'x4' fluorescent (existing) - 2 T -8 bulbs 15 64.0 960.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 1340.3 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Private Office Area t (new) fluorescent bulbs - 2 T -8 b 3 64.0 192.0 Private Office Area 2'x2' fluorescent (new) - 2 T -8 bulbs 3 50.0 150.0 Private Office Area 2'x4' fluorescent (existing) - 2 T -8 bulbs 15 64.0 960.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1302 .0 2006 Washington State Nonresidential Energy Code Compliance Form =interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Maximum Allowed Lighting Wattage Proposed Lighting Wattage 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 hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For 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. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. ACTIVITY NUMBER: D08 -285 DATE: 07 -10 -08 PROJECT NAME: MONEYTREE SITE ADDRESS: 9720 FORT DENT WY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # ____ X Revision # 1 after Permit Issued DEPARTMENTS: B ing ision Public Works Comments: n TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fvf Incomplete ❑ Structural Review Required ❑ Permit Coordinator n DATE: DATE: Planning Division DUE DATE: 07-15-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED AILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 08-12-08 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: •'Permit.CenterUse Only • " ' • . • CORRECTION LETTER MAILED: • x ....... .r Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -285 PROJECT NAME: MONEYTREE SITE ADDRESS: 6720 FORT DENT WAY X Original Plan Submittal Response to Correction Letter # DATE: 05 -16 -08 Response to Incomplete Letter # Revision # After Permit Issued D Bg laing Div Public Works V144, 6 6 Complete Comments: TUESJTHURS ROUTING: Please Route REVIEWER'S INITIALS: • 0 PLAN REVIEW / RO COPY TING SLIP p,�� r,'21'db �r Prevention � Structural Incomplete Ii TERMINATION OF COMPLETENESS: (Tues., Thurs.) P Center'Use.Qnly • r: INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ Permit Coordinator DUE DATE: 05-20 -08 No further Review Required DATE: up_ kii4k, 6 -w -o Planning Division . Not Applicable DUE DATE: 06 -17 -08 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions 17f Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Ceriter'Use Ondr • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 DATE: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 0 S ummary of Revision: (it, 14,(0 iOPt - • (ivit igprk h c Q A frith Gtr yCvl� ( r i OVvt" 1oUY 4 L Received by: l� r C,l5"0 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIA Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: SITE ADDRESS: CAP MdI REVISION LOG 0 PERMIT NO: ORIGINAL ISSUE DATE: ; G( (please print) (please print) (please print) (please print) lease print) • 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.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7/a/o8 Plan Check/Permit Number: pas ' 28� ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Igr Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Sheet Number(s): 1-5.1 Z -3.2 r- "Cloud" or highlight all areas of revision including date of revision Project Name: Monte, 1E Project Address: 672-0 rea -T" Pf- -1i LAY Contact Person: ThA4■al<.e_- "Ternw t-t{D Phone Number: & 2 - 5 641' 92. Summary of Revision: A to G rue.w cots e-aa:ku.* imo•tk. W $t4U - LS H-10 t- -g- 174.0411 14v2tac, 44s, C {tMti CArr ArN 0 . 4 4 4 S - T t � . l t t ADog— CH TKO - 44e i i . o a r i Ib A s * j 40" w to* o Ne w trµ eiggiegia. 1 . Received at the City of Tukwila Permit Center by: Entered in Permits Plus on o*i, (,O1c y \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: RECFR/ED cry Or T,nvILA JUL 10 2008 PERMIT CENTER License Information License BAKERCD066CZ Licensee Name BAKER CONSTRUCTION & DEV INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600163145 Ind. Ins. Account Id Business Type CORPORATION Address 1 2711 E SPRAGUE AVE Address 2 City SPOKANE County SPOKANE State WA Zip 99202 Phone 5095353668 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/9/1994 Expiration Date 4/6/2010 Suspend Date Separation Date Parent Company Previous License BAKERC *074CZ Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BAKER, BARRY N 01/01/1980 BAKER, DOUGLAS M 01/01/1980 GARBER. GEORGE J 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries 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. TRAVELERS CAS & SURETY Until • Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Page 1 of 3 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= BAKERCD066CZ 06/11/2008 1 q W m 0 0 4 0 1 A 0 w z z MONEY TREE EXPANSION FORT DENT OFFICE BUILDING Vicinity Map: SEPARATE fog ElectdCal 41 Plumbing WGas> City of Tukwila BUILDING DIVISION FILE COPY Pent Nos, 01 • Itt? Plan review approval Is slant to errors and ins. Approval of construdon documents does notes the violation of eny adopted or orVnan. Receipt of approved hid Caend camas adotowledg 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. 1 Oy of Tukwila BUILDING DIVISION Drawing Index: Code Information: PARCEL B: I -0.0 I -0.1 I- 0.2 —CS 1 -3.0 1 -3.1 1 -3.2 1 -4.1 I - 6.1 I--9.1 PROJECT ADDRESS: FORT DENT OFFICE BUILDING 6720 FORT DENT WAY #230 TUKWILA, WA 98188 CONSTRUCTION TYPE: TYPE — VB, FULLY SPRINKLERED ZONE: RCM — REGIONAL COMMERCIAL MIXED USE OCCUPANCY: B BUSINESS TENANT SQUARE FOOTAGE: (area of work) 893 SQ. FT. ELECTRICAL, MECHANICAL, PLUMBING & FIRE PERMITS TO BE DEFERRED SUBMITTAL. Legal Description: THAT PORTION OF VACATED TRACTS 4 THROUGH 9 AND 12 THROUGH 17, AND VACATED STREETS ADJOINING IN GUNDAKER AND INTERURBAN ADDITION, LYING WITHIN SECTIONS 23 AND 24, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. DESCRIBED AS FOLLOWS: BEGINNING AT HIGHWAY ENGINEER'S STATION P.O.T. (2M) 127 +45.0 ON THE 2M LINE SHOWN ON THE STATE HIGHWAY MAP OF PRIMARY STATE HIGHWAY #1 (SR405) GREEN RIVER INTERCHANGE, SHEET 2 OF 4 SHEETS, ESTABLISHED BY COMMISION RESOLUTION #1192, FEBRUARY 19, 1962, THENCE NORTHEASTERLY AT RIGHT ANGLES TO SAID 2M LINE NORTH 30'27'06" EAST 218.36 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 140 FEET (MEASURED AT RIGHT ANGLES) NORTHEASTERLY OF THE SOUTHWESTERLY MARGIN OF VACATED KENNEDY STREET (6TH PLACE S.) AS SHOWN ON THE PLAT OF GUNDAKER'S INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 46, RECORDS OF KING COUNTY, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED HEREIN, THENCE FROM SAID TRUE POINT OF BEGINNING ALONG SAID PARALLEL LINE NORTH 59'32'54" WEST TO THE BANK OF THE GREEN RIVER, THENCE ALONG THE BANK OF THE GREEN RIVER THE FOLLOWING COURSES: NORTH 38'19'12" EAST TO A POINT LYING SOUTH 30'04'58" WEST 334.53 FEET FROM THE SOUTHWESTERLY LINE OF THE LANDS CONVEYED TO KING COUNTY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NO. 7507300471 AND NORTH 30'04'58" EAST 334.53 FEET TO SAID SOUTHWESTERLY LINE, THENCE ALONG SAID SOUTHWESTERLY LINE SOUTH 59'24'45" EAST 183.62 FEET TO A POINT ON THE NORTHWESTERLY LINE OF THE LANDS CONVEYED TO THE CITY OF TUKWILA BY QUIT CLAIM DEED RECORDED UNDER RECORDING NO. 7410290105, THENCE ALONG LAST SAID NORTHWESTERLY LINE THE FOLLOWING COURSES: FROM A TANGENT THAT BEARS SOUTH 30'53'45" WEST ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FEET AND A CENTRAL ANGLE OF 24'24'42 ", AN ARC LENGTH OF 13.63 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 22'08'00" WEST 223.43 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 30'27'06" WEST 66.52 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 7708040599, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. APN #295490 -0455 Project Team: Property Manager: Tenant: MONEYTREE INC. 6720 FORT DENT WAY SUITE 230 SEATTLE, WA 98188 (206) 246 -3500 COVER SHEET & SITE PLAN GENERAL NOTES & SYMBOLS EXIT PLAN OVERALL FIRST FLOOR PLAN OVERALL SECOND FLOOR PLAN ENLARGED FLOOR PLANS ENLARGED REFLECTED CEILING PLAN FINISH PLAN CONSTRUCTION DETAILS J.C. RADOVICH 2000 124TH AVE. NE. SUITE #B -103 BELLEVUE, WA 98005 TEL: (425) 454 -6060 FAX: (425) 453 -9740 CONTACT — REBECCA DAVIDSON MEAGAN HENDERSON meagan .henderson ®moneytreeinc.com APPLICABLE EDITIONS OF BUILDING CODES: 2006 INTERNATIONAL BLDG CODE (IBC), WAC 51 -50 2006 INTERNATIONAL FIRE CODE (IFC), INCL APPENDIX B &C 2006 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51 -11 2006 INTERNATIONAL MECHANICAL CODE (IMC), WAC 51 -52 2002 NATIONAL ELECTRICAL CODE (NEC) 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQ), WAC 51 -13 2006 UNIFORM PLUMBING CODE (UPC), WAC 51 -56 & 51 -57 INCL. APPENDIX CHAPTERS H & L — EXCL SECTIONS L5 —L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6 -4 OF APPENDIX L 2003 AMERICAN NATIONAL STANDARD, ICC /ANSI A117.1 -2003 CITY OF TUKWILA MUNICIPAL CODE 4TH ED. WASHINGTON STATE REG. FOR BARRIER FREE DESIGN Architect: REEIVED CITY OF TUKWILA JUL 1'0 7008 PERMIT CENTER JPC ARCHITECTS, PLLC 601 108TH AVE NE SUITE 2250 BELLEVUE, WA 98004 (425) 641 -9200 JENNIFER MUKAI — EXT. 312 amyn ©jpcarchitects.com General Contractor: TBD REVISION N0. DOViS5 JPC Design Drawn Checked Data JPC Project No. No. Date Description HITECTS 601 108th Ave NB- Suite 2250 Bellevue, WA 980 1201 Westem Ave - Suit 450 Seattle, WA 98101 tel [4251641-9200, fax [42 k637 -8200 MONEYTREE Fort Dent Office Building Design Team JPC TT JM 3/31/08 08- 100 -0219 Revisions Q 7/10/08 PERMIT REVISIONS Registration Keyplan Sheet Title Cover Sheet & Site Plan Sheet No. I-0.0 © 2008, JPC Architeds, PLLC Abbreviations: A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR ALT. ALTERNATE APPROX. APPROXIMATE BOARD BUILDING BLOCK BLOCKING BOTTOM BUILDING STANDARD BUILT UP CABINET CEIUNG CLEARANCE) 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 MUWON NORTH NOT IN CONTRACT NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING PLASTIC LAMINATE PANEL PAIR PARTITION RADIUS RESILIENT BASE RESIUENT TILE REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING SOUTH SOLID CORE SEALANT SECTION SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TEL TELEPHONE TEMP TEMPERED TFTI TENANT FURNISHED & TENANT INSTALLED THK THICK(NESS) THRESH THRESHOLD TV TELEVISION TYP TYPICAL UNFIN UNFINISHED UNLESS NOTED OTHERWISE VINYL COMPOSMON 11LE VENEER VERTICAL VESTIBULE VERIFY VINYL WALL COVERING WEST/WIDE WITH WOOD WITHOUT WEIGHT 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL /MILLWORK CONDITIONS. 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POUSH ALL GLASS PRIOR TO PROJECT DELIVERY. 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON- COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4' -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 CONDmONS DURING THE CONSTRUCTION ESTIMATING /BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE (MOISTURE TEST) FOR ALL ON GRADE SLAB CONDITIONS ". THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S), AND FLOORING SUB - CONTRACTOR FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATION /FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS 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 WfrH 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 APPUCATION AS SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR INSTALLATION / APPUCATION 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 (IF PRESENT) AND PROTECT FOR FUTURE RE-- INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE- COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE- INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE- COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE- INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR /MOISTURE RESISTANT BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI HY -150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S) (BUT NOT BE LESS THAN FOUR INCHES THICK) AND #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 APPUCABLE, 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. CUSTOM CASEWORK SHALL CONFORM TO A.W.I. STANDARDS FOR CUSTOM GRADE FABRICATION. General Notes: 1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. 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. 3. 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 SffE 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 4. 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 I5 TO COMMENCE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. 7. 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). 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDmONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 9. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL - MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10' -0 ". THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDIONS THAT DO NOT MEET THIS STANDARD. 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS). 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE 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. 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE /LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. ALL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEIUNGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2 IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE - TIPPED DRILLS FOR GYPSUM WALLBOARD PARTTONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. 18. CONTRACTOR SHALL PROVIDE FLOOR LEVEUNG 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. 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPUANCE WM-I LOCAL ARE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS. 23. ANY CHANGE IN UGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. Symbol Legend: 2306 ROOM NUMBER REFERENCE DOOR NUMBER REFERENCE. REVISION REFERENCE INTERIOR ELEVATION SYMBOL DETAIL REFERENCE BUBBLE JOB NORTH REFERENCE KEY (REFER TO SHEET /KEY NOTES) 1. Demolition Notes: OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNUGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOUTION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPUSHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN Ef'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABUNG SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY UMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLmON REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. Dimension Notes: 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. 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 OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. Electrical Notes: FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. 2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.N.O.. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORmES. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1' -0 ", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPUCABLE BUILDING AND FIRE CODES. 8. COORDINATE Na ELECTRICAL WITH EXISTING, WHERE OCCURS. 9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELLED DEVICES THROUGHOUT. 11. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERUNE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT TOP, U.N.O. 12. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL COLUMN, OR SIMILAR ELEMENTS, U.N.O. 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE -PIECE TYPE, U.N.O. 14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND /OR APPUCATION OF WALLCOVERINGS & CARPET SPECIFIED. 15. POWER /DATA /TELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS -BY OTHERS. 16. THE FURNITURE ELECTRICAL IS AN 8-WIRE SYSTEM. ALL ELECTRICAL FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8 -WIRE CONFIGURATION. 17. " H " INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. 18. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT PRIOR TO INSTALLATION. 19. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O. OUTLET FINISHES: ISOLATED GROUND- GRAY UPS- ORANGE ALL OTHERS- MATCH BUILDING STANDARD SWITCH FINISH: MATCH BUILDING STANDARD COVERPLATE FINISH: MATCH BUILDING STANDARD (INCLUDES ALL COVERPLATES - POWER/VOICE /DATA) Door Notes: 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. 3. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. 4. ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3. 5. THRESHOLDS AT DOORWAYS SHALL BE 1" MAXIMUM IN HEIGHT. PER ICC /ANSI A117.1 -2003 SECTION 404.2.4. 6. ICC /ANSI A117.1 -2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EACH TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. & 48" MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSmON. OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH SIDES. 7. IBC 404.2.8 DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 8. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH IN THE EGREE PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. 9. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. Reflected Ceiling Notes: COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEIUNG WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. 2. PERIMETER CEIUNG ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARmES AND PAINTED TO MATCH CEILING FINISH. 3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 4. UGHT FIXTURES, NEW SPRINKLERS AND OTHER CEIUNG ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEIUNG TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFUCT 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 CEIUNG TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 7. THE REFLECTED CEIUNG PLAN INDICATES THE LOCATION OF CEIUNG HEIGHTS, LIGHT TYPES, UGHT FIXTURES, AND ASSOCIATED ITEMS. 8. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE - CEIUNG ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OF UGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND /OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEIUNG 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. 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT UMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). 14. CONTRACTOR TO VERIFY CODE COMPUANCE OF ALL EXISTING UGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPUANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPLIANCE CODES. 15. ALL EXITING UGHTS 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. Finish Notes: 6. 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 7. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERUNE OF THE DOOR IN THE CLOSED POSmON. 8. 9. ALL INTERIOR PARTITIONS, CEIUNG 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 -PUBUC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. 10. 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. 11. ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O. ALL AREAS TO RECEIVE RB -1 U.N.O. ALL WALLS & PARTITIONS TO RECEIVE P -1 U.N.O. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPUED. ANY DECORATIONS USED SHALL BE NON- COMBUSTIBLE OR FLAME - RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) CARPET INSTALLATION TO MEET THE GUIDEUNES OF THE CARPET AND RUG INSTITUE- "STANDARD FOR INSTALLATION SPECIFICATION OF COMMERCIAL CARPET ", CRI 104 - 2002 EDITION. 12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. ABOUT ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY ABOUT. RECEIVED CITY OF TULA JUL 1 2008 PERMIT CENTER JPC ° R HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Western Ave - Su - 450 Seattle, WA 98101 tel [425]641 -9200, fax [42 637 -8200 MONEYTREE Fort Dent Office Building Design Team Design Drawn Checked Pate JPC Project No. JPC TT JM 3/31/08 08- 100 -0219 Revisions No. Date A\ 7/10/08 PERMIT REVISIONS Description Registration Keyplan Sheet Title General Notes & Symbols Sheet No I -0.1 © 2008, JPC Architects, PLLC 1 A B co T o • • Q I e Q a • JPC A R 601108th Ave H ITE CTS N - Suite 2250 Bellevue, WA 980 , 1201 Western Ave - Su 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 1 -8200 — . . — . — . _._... _ — — . — i — — _..— — — — I I I i i 0 I I I I • I I I MONEYTREE Fort Dent Office Building Design T eam JPC ■ i ! . _ _ . iU . _ _ — . —. —._ _ {_. —. —.�� . +. —.— — — — _�e► _ 4..— .— .- ._._.._...— . —. —.—. I SIDE EXIT — — — i. . — . 1 J I I I U]FEC u I 11,,F2 _- . I. II � I 1, _ it. I _ sI � _ •' — ", �1 Drawn TT ■. .- • 18 I Checked JM 8 5/ I pate 3/31/08 I J ( I ro, ► m o L JPCProjedNo. 08 -100 -0219 •� M•�•�� ■ `, N r - -- �- CC- \ M_ p0\- - ,- - s 10_9_ pc, y - - EX\ \ �• Revisions ; - No, pate Description —.L L I I I _ I r �E {- - al ,11 - I A 7/10/08 PERMIT REVISIONS 1 ® I mmi i • I I I I I I I I Reg istration :..:. TT; ._ N389 GIST �, , A. P RSON S E OF WA = INGTON ... ...:. ........:....... Keyplan Sheet Title' Exit Plan .. .. Sheet No w.— . —. —. — I / t J r J t I I I 5 , / I • / / I I I I I I _._ . / _ 1 .— . —. —.— �. —. I I Exit —.— _ ._._._._._ __.�._. .�. i I I I Scale: 3/32"=V-0" . 1 . I I I 1 o -I I I I I I 1 1 .._.—.— .— .._..._. .._.-.— L— .— . ____ . ._.- 1—.—._ . _._._._._ _ III _am . _ _._ _ _ ._._ _ .— ._._._. — . L. —.— _ 1 1 1 1 1 1 - _ = :2% r4 ION B ; Legend: < "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100' -0" 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" AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. GIY EEC JUL 1'01008 PERMIT CENTER I—o.1 2-c::::s © 2008, JPC Architects, PLLC 1 Date/Time: 7/10/2008 10:01 AM Author: TANNER TOWNSEND Pen Table: OCE9600.CT8 PN oop First Floor Scale: 3/32" =1' -0" 0 1 0 4 — Rev 1 tw ED j�p,NCB CODE APPROVED AIl. 16 20 City Of 'Tukwila BUILDING DIMS ON RECEIVED CITY OF TUK'AALA JUL 10 2008 PERMIT CENTER JPC R 601 108th Ave N - - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Su - 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 ],637 -8200 MONEYTREE Design Team Design Drawn Checked Date JPC Project No. Fort Dent Office Building JPC TT JM 3/31/08 08 -100 -0219 HITECTS No. Date A\ 7/10/08 PERMIT REVISIONS Description Overall Floor Plan I -3.0 © 2008, JPC Architects, PLLC II II II II 'I 4 - 11 1 I PN Second Floor Plan Scale: 3/16" =1' -0" <1)- (1)- tir cn- $$ $$ $$ ItEVIEWEp .�p,NC� CODE PPROVED JUl 16 2pp BUILDING °VISION C�1 RECEIVED CITY OF TUKWILA JUL 1 :0 2008 PERMIT CENTER JPC ° R 'HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Suit Seattle, WA 98101 tel [425] 641 -9200, fax [42 MONEYTREE Fort Dent Office Building Design Team Desist Drawn Checked Date JPC Project No. JPC 1T JM 3/31/08 08- 100 -0219 Revisions No. Data Description A 7/10/08 PERMIT REVISIONS Registration Keyplan Sheet Title Overall Floor Plan Sheet No 0 2008, JPC Architects, PLLC D PRIVATE OFFICES Scale: 1/4 Floor Plan Key Notes: @ NEW 1 —HR RATED SUITE ENTRANCE DOOR. SEE DOOR SCHEDULE FOR MORE INFORMATION. 0, POWER AND DATA FOR NEW PRIVATE OFFICES AND COPIER TO BE ON SEPARATE CIRCUIT. Partition Legend: EXISTING PARTITION/CONSTRUCTION TO BE DEMOLISHED -- NEW GRID HEIGHT PARTITION EXISTING WALL TO REMAIN Symbols Legend • BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE SPECIAL RECEPTACLE CORE DRILL J —BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING NEW VOICE /DATA RECEPTACLE W/ (1 ) VOICE AND (2) DATA PORTS. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING NEW VOICE /DATA RECEPTACLE W/ (1 ) VOICE AND (4) DATA PORTS. 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 RECgIVED CITY OF TUKIMLA JUL 1'0 2008 PERMIT CENTER JPC 601 108th Ave N Suite 2250 Bellevue, WA 980 1201 Westem Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425637 -8200 MONEYTREE Fort Dent Office Building Design Drawn Checked Date JPC Project Na No. Date JPC TT JM 3/31/08 08- 100 -0219 Description HITECTS -- 7/10/08 PERMIT REVISIONS Registration Enlarged Floor Plans I -3.2 © 2008, JPC Arthtect% PLLC D PRIVATE OFFICES RCP Scale: 1/4"= • - NE 11 I IP"' MEP' LIME d'iffl II Mil jal N NCO 111111PMEN= 11101, MLEM El SW SEEM\ 1111WilLD UMW AI ENNUI!! EOM -A MUNK INN v■ • Aa 4•■11 11 ■ ME MIN I i_ -(A4 3) Reflected Ceiling Plan General Notes: 1. MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES AND DESIGN /CONSTRUCTION STANDARDS FOR 6720 FORT DENT WAY INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES /RETURNS). BALANCING, SPRINKLER HEAD AND /OR HORN /STROBE RELOCATION. 2. NEW LIGHTING CALCULATIONS BEING DONE ONLY IN PRIVATE OFFICE AREA PORTION OF WORK. OTHER AREA OF WORK MEETS REQUIRED CRITERIA FOR AN EXEMPTION BY THE N.E.E.C. Reflected Ceiling Plan Key Notes: O EXISTING MECHANICAL EQUIPMENT TO BE RELOCATED PER NEW OFFICE CONFIGURATION. Symbols Legend F • BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) =* DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE - 0 SPECIAL RECEPTACLE ® CORE DRILL O J -BOX FOR FUTURE OVERHEAD PROJECTION SCREEN Q VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING PROXIMITY CARD READER �-- WALL TAG NO DESIGNATION /E = EXISTING N = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D - DEMOLISH R = RELOCATED TYPE F -1 F -2 SYMBOL $ $3 ■1 r a rz MFG. DESCRIPTION SWITCH 3WAY SWITCH BLDG STD EXIT LIGHT BLDG STD 2x4 SUSP. CEILING GRID & TILE BLDG STD 2x4 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS BLDG STD 2x4 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS BLDG STD 2x2 FLU. LIGHT FIXTURE mid 1 11111P3 MIN MN ME EMI 11% 1 1E% 1 1111 • lj CITY OF TU ILA JUL 1 ZODU PERMIT CENTER JPC ' R HITECTS Design Drawn Checked Date JPC Project No. No. Date Description 601 108th Ave NE.- Suite 2250 Bellevue, WA 980 1201 Western Ave - Su 450 Seattle, WA 98101 tel [425]641 -9200, fax [42 1637 -8200 MONEYTREE Fort Dent Office Building Design Team JPC TT JM 3/31/08 08- 100 -0219 Revisions /\ 7/10/08 PERMIT REVISIONS Registration Keyplan Sheet Title Enlarged Reflected Ceiling Plan Sheet No. I -4.1 © 2008, JPC Architect, PL1C J PRIVATE OFFICES Scale: 1 /4 ° =1' -0 General Notes: 1. AT NEW WALLS, RUBBER BASE TO MATCH EXISTING Finish Specifications GENERAL WALL PAINT ACCENT WALLS MFR: PARKER PAINT CW049W COLOR NAME: LIGHT ANTIQUE COLOR NO: LRV 68 SHEEN: EGGSHELL MFR: ICI COLOR NAME: BUTTERFIELD COLOR NO: 540 SHEEN: EGGSHELL MFR: BENJAMIN MOORE COLOR NAME: GEORGIAN GREEN COLOR NO: HC -115 SHEEN: EGGSHELL MFR: BENJAMIN MOORE COLOR NAME: AUDUBON RUSSET COLOR NO: HC-51 SHEEN: EGGSHELL c11Y OFiUKWILA JUL 1'0 2008 PERMIT CENTER 601 108th Ave N - Suite 2250 Bellevue, WA 9800 1201 Westem Ave - Su - 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 637 -8200 MONEYTREE Fort Dent Office Building Design Team Design Drawn Checked Date JPC Project No. J PC TT JM 3/31/08 08- 100 -0219 Revisions No. Dabs Descripfion A 7/10/08 PERMIT REVISIONS Registration Keyplan Sheet Title Enlarged Finish Plan Sheet No. I -6.1 0 2008, JPC Architects, PLLC DOOR SCHEDULE NO. TYPE FRAME HDWE RATING A 239 —B A WD HS -2 1 —HR 215 B WD HS -1 N/A 216 B WD HS -1 N/A 217 B WD HS -1 N/A WALL TYPE WALL HT STUD SIZE STUD GAUGE STUD SPACING WM THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING A 8' -6" 3 5/8" 25 GAUGE 24" O.C. 4 7/8" Y — — APPROVED "FIRE EXTINGUISHER" SIGNAGE. 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.Q. 9 STAN STUD WIDTH 2 1/2" 3 5/8" 4 " 6" DARD GAGE STUD SPACING 16" 24" 16" 24 16" 24" 16" 24" (25) STUDS ONE LAYER EACH SIDE 12' -0" 10' -6" 15' -8" 13' - 4 " 16' -10" 13' -11" 19' -4" 15' -6" 20 GAGE STUDS STUD WIDTH 2 1/2" 3 5/8" 4 " 6 " STUD SPACING 16" 24" 16" 24" 16" 24" 16" 24" ONE LAYER EACH SIDE 13' -0" 11' -5" 17' -4" 15' -2" 18' -7" 16' -2" 25' -7" 21'-11" Drywall Studs Limiting Heights Scale: NTS NOTES: — ASSUMED ALLOWABLE DEFLECTION = L/240 — PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS Type A Scale: NTS op COMPOSITE DESIGN FOR STEEL STUD PARTITIONS HANDLE Li LL ■ op EQ. BASE, AS SPECIFIED LL LL Q u7 Typical Mounting Heights 6' -0" V.I.F. oor /Relite Combination SCHEDULED DOOR (OPEN OR CLOSED) OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED ELEC. OUTLET b TEL OUTLET NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. EQ. i 3 2 -3/4" VERIFY W/ HARDWARE SCHEDULE WALL —MTD. TELEPHONE " r UGHT SWITCH DOTTED NE INDICATES OCATION OF LARGER LATE FOR GANGED • SWITCHES \ NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT 3' -4' X FULL HT. WOOD DOOR. STAIN FINISH TO MATCH BLDG. STD. FROSTED 1 —HR RATED TEMPERED SAFETY GLASS AT D❑ ❑R /RELITE COMBINATION PR ❑VIDE METAL STUD KICKERS SUPPORT UP TO STRUCT. FOR STABILITY. Scale: 3 " =1' - 0" BRACE NON —LOAD BEARING PARTITION AT 8' -0" O.C. (WHERE WALL RUNS UNSUPPORTED FOR MORE THAN 8' -0 ". LOCATE FIRST BRACE ® CTR. PT. OF UNSUPPORTED WALL W/ SUBSEQUENT BRACING SPACED AT 8' —O" O.C.) Grid Ht. Partition 1 EQ. EQ. i i BASE, AS SPECIFIED Scale: NTS VARIES — V.I.F. Type B Door /Relite Combination 3/16 "0 POWER ACT. FASTENERS, MIN. 10001b. PULLOUT (AT STEEL DECK FASTEN W/ (2) #12 -14 SCREWS 12 GA. WIRE ATTACHED TO UNDERSIDE OF SLAB ABOVE & 3 -1/2 "x18 GA CHANNEL RUNNER SHIM ACOUSTICAL CEILING TILE PROVIDE METAL EDGE. FLOAT, TAPE AND PAINT WALL COLOR. 3 5/8" METAL STUD RUNNER W/ #10 SCREWS CO 24" O.C., PAINT EXT. FLAT BLACK. PROVIDE WATER RESISTANT (GREEN BOARD) AT WET LOCATIONS. 4" RUBBER BASE AT CARPET TYP. CONT. MTL RUNNER ANCHORED TO FLOOR AT 24" O.C. 3' —O' X FULL HT. WOOD DOOR. STAIN FINISH TO MATCH BLDG. STD. 1/4" THICK TEMPERED, NON —RATED SAFETY GLASS AT D❑ ❑R /RELITE CEJMBINATION PROVIDE METAL STUD KICKERS SUPPORT UP TO STRUCT. FOR STABILITY, FLOOR SLAB ABOVE 18 GAUGE TRACK CONNECTED TO CONCRETE SLAB W/ 3/160 X 5/8" LONG POWDER ACTIVATED FASTENERS (4 MINIMUM). 4 3- Hardware Sets: LOADED CONDITION Partition Bracing Detail Scale: 3 " =1' -0" HS -1 SINGLE NON —RATED DOOR WITH LATCHSET 12 GA. WIRE ATTACHED TO UNDERSIDE OF SLAB ABOVE 18 GAUGE CHANNEL RUNNER 20 GAUGE TOP W/2 #10 SCREWS TRACK 24" O.C. TO MATCH EXISTING BUILDING STD. LATCHING HARDWARE BRACE NON —LOAD BEARING PARTITIONS AT 8' —O" O.C. (WHERE WALL RUNS UNSUPPORTED FOR MORE THAN 8' —O ". LOCATE FIRST BRACE AT CENTER POINT OF UNSUPPORTED WALL WITH SUBSEQUENT BRACING SPACED AT 8' —O" O.C.) UNLOADED CONDITION S -2 SINGLE RATED DOOR WITH LATCHSET CIPHER LOCK FROM EXISTING DOUBLE DOOR TO BE REUSED HERE. THE REMAINDER OF HARDWARE TO MATCH EXISTING BUILDING STD. LATCHING HARDWARE 0100 fOik APPO CITY RECEIVED JUL 1 :0 2008 PERMIT CEO JPC MONEYTREE Fort Dent Office Building Design Team Design Drawn Checked Date JPC Protect No. No. Date 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Suit 450 Seattle, WA 98101 tel [ 4251 6 41 - 9200, fax [42 k637 -8200 JPC TT JM 3/31/08 08- 100 -0219 A 7/10/08 PERMIT REVISIONS Revisions' Descriptor HITECTS Registration Keyplan Sheet Title Construction Details & Door Elevations Sheet No. I -9.1 C) 2008, JPC Architect,, PLLC U z O 12 3 o_ o o x 0 0 4 7 E U Ln ° 0 co o Q , CO 0, N m a 0 to 0 a E ca FORT DENT OFFICE BUILDING Vicinity Map: aanir f sir ' MONEY EXP NSION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. +OTr; Revisions will require a new plan submittal . and may include additional plan review fees. REVIEWED FOR > E COMPLIANC APPROVED SAY 2 g X008 CAW Of Tutolia EPARATE PERMIT REQUIRED FOR: <Mechanical sElectrical Ofyiumbing Oir Gas Piping City of Tukwila BUILDING DIVISION FILE Permit No Pia r revie approval is SUbI Ct to errors and omissions. Approval of construedocum �. i� the violation of any adopted Is 8�►�� of approved Field Copy and conditions By Date: &" City of Tub BUILDING DIVISION Drawing Index: 1_0.0 I -0.1 I-0.2-CS 1 -3.0 1 -3.1 1 -4.1 1 -6.1 I -9.1 Code Information: PROJECT ADDRESS: FORT DENT OFFICE BUILDING 6720 FORT DENT WAY #230 TUKWILA, WA 98188 CONSTRUCTION TYPE: TYPE - VB, FULLY SPRINKLERED ZONE: RCM -- REGIONAL COMMERCIAL MIXED USE OCCUPANCY: B BUSINESS TENANT SQUARE FOOTAGE: (area of work) 893 SQ. FT. COVER SHEET & SITE PLAN GENERAL NOTES & SYMBOLS EXIT PLAN OVERALL FLOOR PLAN ENLARGED FLOOR PLANS ENLARGED REFLECTED CEILING PLANS FINISH PLANS CONSTRUCTION DETAILS & DOOR SCHEDULE ELECTRICAL, MECHANICAL, PLUMBING & FIRE PERMITS TO BE DEFERRED SUBMITTAL. Legal Description: ASSESOR'S TAX NO: 2954900455 PARCEL B: APN #295490 -0455 Project Team: Property Manager: J.C. RADOVICH 2000 124TH AVE. NE. SUITE #B -103 BELLEVUE, WA 98005 TEL: (425) 454 -6060 FAX: (425) 453 -9740 CONTACT - REBECCA DAVIDSON Tenant: MONEYTREE INC. 6720 FORT DENT WAY SUITE 230 SEATTLE, WA 98188 (206) 246 -3500 MEAGAN HENDERSON meagan .henderson©moneytreeinc.com APPLICABLE EDITIONS OF BUILDING CODES: 2006 INTERNATIONAL BLDG CODE (IBC), WAC 51 -50 2006 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B &C 2006 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51 -11 2006 INTERNATIONAL MECHANICAL CODE (IMC), -52 c.. .2g-2' NATIONAL ELECTRICAL CODE (NEC) 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQ), WAC 51 -13 2006 UNIFORM PLUMBING CODE (UPC), WAC 51 -56 & 51 -57 INCL. APPENDIX CHAPTERS H & L - EXCL. SECTIONS L5 -L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6 -4 OF APPENDIX L 2003 AMERICAN NATIONAL STANDARD, ICC /ANSI A117.1 -2003 CITY OF TUKWILA MUNICIPAL CODE 4TH ED. WASHINGTON STATE REG. FOR BARRIER FREE DESIGN THAT PORTION OF VACATED TRACTS 4 THROUGH 9 AND 12 THROUGH 17, AND VACATED STREETS ADJOINING IN GUNDAKER AND INTERURBAN ADDITION, LYING WITHIN SECTIONS 23 AND 24, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. DESCRIBED AS FOLLOWS: BEGINNING AT HIGHWAY ENGINEER'S STATION P.O.T. (2M) 127 +45.0 ON THE 2M LINE SHOWN ON THE STATE HIGHWAY MAP 0 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 5.) AS SHOWN ON THE PLAT OF GUNDAKER'S INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 46, RECORDS OF KING COUNTY, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED HEREIN, THENCE FROM SAID TRUE POINT OF BEGINNING ALONG SAID PARALLEL LINE NORTH 59'32'54" WEST TO THE BANK OF THE GREEN RIVER, THENCE ALONG THE BANK OF THE GREEN RIVER THE FOLLOWING COURSES: NORTH 38'19'12" EAST TO A POINT LYING SOUTH 30'04'58" WEST 334.53 FEET FROM THE SOUTHWESTERLY LINE OF THE LANDS CONVEYED TO KING COUNTY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NO. 7507300471 AND NORTH 30'04'58" EAST 334.53 FEET TO SAID SOUTHWESTERLY LINE, THENCE ALONG SAID SOUTHWESTERLY LINE SOUTH 59'24'45" EAST 183.62 FEET TO A POINT ON THE NORTHWESTERLY LINE OF THE LANDS CONVEYED TO THE CITY OF TUKWILA BY QUIT CLAIM DEED RECORDED UNDER RECORDING NO. 7410290105, THENCE ALONG LAST SAID NORTHWESTERLY LINE THE FOLLOWING COURSES: FROM A TANGENT THAT BEARS SOUTH 30'53'45" WEST ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FEET AND A CENTRAL ANGLE OF 24'24'42 ", AN ARC LENGTH OF 13.63 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 22'08'00" WEST 223.43 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 30'27'06" WEST 66.52 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 7708040599, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. Architect: JPC ARCHITECTS, PLLC 601 108TH AVE NE SUITE 2250 BELLEVUE, WA 98004 (425) 641 -9200 JENNIFER MUKAI EXT. 312 amyn@jpcarchitects.com General Contractor: TB D tO8 • 285 JPC R MONEYTREE Fort Dent Office Building Design Team Deakin Drawn Checked Date JPC Project No. 601 108th Ave N - - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Suit 450 Seattle, WA 98101 tel [425]641 - 9200, fax [42 1637 -8200 JPC TT JM 3/31/08 08- 100 -0219 HITECTS Revisions No. Date Description Registration Sheet Title Cover Sheet & Site Plan RECEIVED IIAY ■62 PERMIT CENTER t 1'1; I - 0 .0 © 2008, JPC Architects, PLLC Abbreviations: General Notes: Demolition Notes: Electrical Notes: Reflected Ceiling Notes: ' ACT ACOUSTICAL CEILING TILE AIR CONDmONING 1.E AFF ABOVE FINISH FLOOR ALT. ALTERNATE APPROX. APPROXIMATE BD BOARD BLDG BUILDING BLK BLOCK B BLOCKING B BOTTOM B//5 S BUILDING STANDARD BU BUILT UP CAB CABINET CLG CEILING CLR CLEARANCE) COL COLUMN CONC CONCRETE CONS CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CT CERAMIC TILE CTR CENTER DEMO DEMOLTION DTL DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DR DOOR DWG DRAWING DRW DRAWER E EAST EA E EACH EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE EXIST EXISTING EXP EXPANSION FEC FIRE EXTINGUISHER CABINET FF FACTORY FINISH FH FULL HEIGHT FIN FINISHED) FLR FLOOR FLUOR FLUORESCENT FOIC FURNISH BY OWNER, INSTALL BY CONTRACTOR FOS FACE OF STUD(S) FOC FACE OF CONCRETE FOF FACE OF FINISH FT FOOT /FEET FUR FURRED /FURRING GC GENERAL CONTRACTOR GL GLASS /GLAZING GWB GYPSUM WALL BOARD HC HOLLOW CORE HDR HEADER HANDICAPPED HDR HDWR HARDWARE HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATING AIR CONDMONNG INSUL INSULATION JAN JANITOR JT JOINT KIT KITCHEN LAM LAMINATE(D) LAV LAVATORY LH LEFT HAND MAX MAXIMUM MACH MECHANICAL MTL METAL ME MEZZANINE MFR MANUFACTURE(R) MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED MUL MULLION NIC NO IN CONTRACT NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER 01-1 OPPOSITE HAND OPNG OPENING P - LAM PLASTIC LAMINATE PNL PANEL PR PAIR PTN PARTITION RAD RADIUS RB RESILIENT BASE RT RESILIENT TILE REF REFERENCE REFR REFRIGERATOR REINF REINFORCING REQ REQUIRED REV REVISION RH RIGHT HAND RM ROOM RO ROUGH OPENING S SOUTH SC SOUR CORE SEAL SEALANT SECT SECTION 51-11T SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STL STEEL STOR STORAGE STRUC STRUCTURAL SUSP SUSPENDED TEL TELEPHONE TEMP TEMPERED TFTI TENANT FURNISHED THK THICK(NESS) NA TENANT INSTALLED THRESH THRESHOLD TV TELEVISION TYP TYPICAL UNFlN UNFINISHED LINO UNLESS NOTED OTHERWISE VCT VINYL COMP05mON TILE VEN VENEER VERT VERTICAL VESTI VESTIBULE VWC NYL WALL COVERING W WEST/WIDE WD WOOD W/0 WITHOUT WT WEIGHT 1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR CONSTRUCTION. ALL WORK WITH SHELL AND CORE CONSTR IS TO BE COMPATIBLE EXISTING SHE LL ORK EXI511NG CONSTRUCTION. 2. 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 A ND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS 15 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. 4. 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. () 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS_ ANY CHANGES TO SAME S HALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. 7. 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 I TEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). ) 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 9. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL - MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4 IN 10' -0 ". THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS). 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE 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. 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE /LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 16. INSTALLATION OF MECHANICAL ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR 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 PATCHED AREAS SHALL , MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. OR SHALL BE PUT IN THE MATCH THE MATERIALS FINISHES, AND LEVELS ADJACENT, PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE „ COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2 IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT USE CARBIDE - TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RECITES 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. R I BY 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS B LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPUANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NA MED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPUANCE WITH LOCAL FIRE CODE PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR 15 RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 21. ARCHITECTURAL URAL DRAWINGS, ARE FOR LOCATION INFORMATION E ONLY. SHOWN ON THE AND ELECTRICAL TO BE DESIGNED BY OTHERS. AU_ CIRCUITING COORDINATION TO BE BY OT HERS. 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS. 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR NO VISIBLE J E ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED 26. MODIFY EXISTING SUBSTRATE A5 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 T ESTS: A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FL OORS 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 SHAL 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 INSTALLATION/APPLICATION OF EACH SPECIFIC INSTALLER SHALL BE UTILIZED FOR INSTALLATION / 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 (IF PRESENT) AND PROTECT FOR FUTURE RE- INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE- COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE- INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE- COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSTFY (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 AREAS) 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 I5 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. CUSTOM CASEWORK SHALL CONFORM TO A.W.I. STANDARDS FOR CUSTOM GRADE FABRICATION. - " ::;. - :: k ;'` � : °: .!> .: • ?j -ti_ ._,.':`: ,.; =' '°%: ;, r , .:i < ��' - �:�- .' =�` /_- , : "a "rte r '` , , . ' ; . j , .: _ _ = • 'r. = = = `f ; 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND /OR• REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBUC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10 NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DEFECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 1. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. 2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS A5 REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W ENGINEER OF ALL OUTLETS AND TAKE PRECEDENCE W/ ) OVER ALL OTHERS, U.N.O.. ELECTRICAL ENGINEERS POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1' -0 " , MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELLED DEVICES THROUGHOUT. 11. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT TOP, U.N.Q. 12. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE -PIECE TYPE, U.N.O. 14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND /OR APPLICATION OF WALLCOVERINGS & CARPET SPECIFIED. 15. POWER /DATA /TELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS -BY OTHERS. 16. THE FURNITURE ELECTRICAL IS AN 8 -WIRE SYSTEM. ALL ELECTRICAL FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8 -WIRE CONFIGURATION. 17. "H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. 18. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT PRIOR TO INSTALLATION. 19. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER ANDEINISHED -W 'r` COVER PLATE U.N.O. 1�� _<r:.v OUTLET FINISHES: -IDE COMPLI a ti-. ',. 1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES DUCTS PIPING CEILING , DUCTS, , 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 CONFUCT WITH NEW ELEMENTS). 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, N.O. 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 CONDITONS 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. 1 1. VE RIFY 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. 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW / PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). ) 14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPUANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPLIANCE CODES. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. \ � 601 H I T E C T S R 108th Ave N - Suite 2250 WA 980 Western Ave - Sul 450 WA 98101 [425]641 - 9200, fax L42 637 - 8200 Bellevue, 201 Seattle, tel MO �� T Fort Dent D es i Design Team g Des JPC -{ Office Building Drawn TT Checked JM Date 3 31 08 / / JPCProjectNo. 08- 100 -0219 Revisions No. Date Description Registration _ s T a TEOF w Keyplan Sheet. Title General Sheet N i. 1 © 2008, . . . A'HITE T r ;' a Rs•' :- = HIND_ ON Notes Symbols RECEIVED NAY ;16 2OQ8 PERMITCENTE�- ""O . 1 JPC Architects, PLLC • Dimension Notes: 1 • DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE „ NOTED. ALL DIMENSIONS MARKED "CLEAR OR CLR SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. 3. DIMENSIONS NOTED "CLEAR" " OR " CLR " MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8 WITHOUT 1/8" WRITTEN INSTRUCTION FROM ARCHITECT. 4. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMEN510N, 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. fi. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. 7. DIMENSIONS LOCATING DOORS ARE TO THE INSI 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 OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. Finish Notes: 1. ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U 2. ALL AREAS TO RECEIVE RB--1 U.N.O. 3. ALL WALLS & PARTITIONS TO RECEIVE P -1 U.N.O. 4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH R IS TO BE APPLIED. 6. 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 7. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. 8. ANY DECORATIONS USED SHALL BE NON - COMBUSTIBLE OR FLAME -- RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 9. 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. ' 10. FLOOR COVERINGS OF PUBUC 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 - PUBLJC 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. 11. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITLJE- "STANDARD FOR INSTALLATION SPECIFICATION OF COMMERCIAL CARPET", " CRI 104 - 2002 EDITION. 12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. ABOUT ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY ABOUT. A ISOLATED GROUND- GRAY UPS- ORANGE ALL OTHERS- MATCH BUILDING STANDARD 2 � ° SWITCH FINISH: MATCH BUILDING STANDARD MA COVERPLATE FINISH: MATCH BUILDING STAND �'�" y- � (INCLUDES ALL COVERPLATES- POWER /VOICE / DATA � ` �� $ ' 'c, T SIO�� i ` 5 . Door Notes: 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. 3. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. 4. ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3. " 5. THRESHOLDS AT DOORWAYS SHALL BE MAXIMUM IN HEIGHT. PER ICC /ANSI A117.1 -2003 SECTION 404.2.4. 6. ICC /ANSI A117.1 -2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EACH TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HA SHALL BE 34" MIN. & 48" MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION. OPERATING HARDWARE S SHALL BE EXPOSED & USABLE FROM BOTH SIDES. 7. IBC 404.2.8 DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR POSITION. CE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED 8. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH IN THE EGREE PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. 9. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL M TEI PUBLIC PER S THAT THE BUILDING IS OPEN THE GENERAL Symbol Legend: 2306 ROOM NUMBER REFERENCE © 1 DETAIL REFERENCE BUBBLE L2306 ) DOOR NUMBER REFERENCE. / REVISION REFERENCE ,N JOB NORTH REFERENCE KEY 1 _103 INT ERIOR ELEVATION SYMBOL (REFER TO SHEET/KEY NOTES) (O ) hi E 0 0 i C.7 vi V I 0 i rr C- 3 CC co 0 4 0 0 0 0 4 J O T L T 11 D 1 O ,r'I Exit Plan Scale: 3/32 "= l' ---0" T EVIEVW5 F_ p C" ,DOE COMPLIki‘JC$'3_ APPROvEL 't" a T q y p ��. -�h A 8 Of 7ulois tlSa gp°yr p Legend: "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100' --0" 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" AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. JPC A RSHITECTS MONEYTREE Fort Dent Office Building Design Team Design Ott Checked Date JPC Project No. 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Suit 450 Seattle, WA 98101 tel [425] 641- -9200, fax [42 637 -8200 JPC TT JM 3/31/08 08 -100 -0219 Revisions No. Date Descripocn Registration Keyplan Sheet Title Exit Plan RECEIVED MAY 162008 PERMIT CENTER Sheet. No. I-O.2-CS © 2008, JPC Architects, PLLC i 0 1 /N Floor Plan o p Scale_ 3/32 " =1' -0" i :EV1 FOR Cw_ . E COMPLIMC APPROVED r 11P ( 2 8 O .q.� g i Dale JPC HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Su e 450 Seattle, WA 98101 tel [425]641 -9200, fax [42 637 -8200 MONEYTREE Fort Dent Office Building Design Team Design Drawn Checked JPC Project No. JPC 1T JM 3/31/08 08- 100 -0219 Revisions No. Date Description Registration Keyplan Sheet Title Overall Floor Plan 1-3.0 © 2008, JPC Architects, PLLC RECEIVED MAY 162008 PERMIT CENTEP Sheet No. 1 0 0 0 ro O_ co 0 J 3 C 1 Mr 149 D NKR OPEN WORK AREA 155 K CONFERENCE ROOM Scale: 1/4"--,-1'-0" PRIVATE OFFICES Scale: 1/4"=r-0" ' -0" Floor Plan Key Notes: O CORE DRILL IN SLAB TO PROVIDE POWER AND DATA TO CONFERENCE TABLE O POWER AND DATA FOR NEW PRIVATE OFFICES AND COPIER TO BE ON SEPARATE CIRCUIT. Partition Legend: EXISTING PARTITION /CONSTRUCTION TO BE DEMOLISHED NEW GRID HEIGHT PARTITION EXISTING WALL TO REMAIN Symbols Legend F� • BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE 4 DEDICATED FOURPLEX RECEPTACLE _g SPECIAL RECEPTACLE 0 CORE DRILL Q J —BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. P VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING 1 p NEW VOICE /DATA RECEPTACLE W/ (1) VOICE AND (2) DATA PORTS. 2 CONTRACTOR TO PROVIDE MUD RING AND PULL STRING 1 NEW VOICE /DATA RECEPTACLE W/ (1) VOICE AND (4) DATA PORTS. 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 APPRCW >' 11-,;7:9t tAM .'a S JPC 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Su 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 637 -8200 MONEYTREE Fort Dent Office Building Design Team Design Drawn Checked Date JPC Protect No. JPC TT JM 3/31/08 08 -100 -0219 Revisions No. Dale Description Registration Keyplan Sheet Title Enlarged Floor Plans Sheet No. HITECTS RECEIVED hAY 1 6 PERMIT CENTER I -3.1 © 2008, JPC Architects, PLLC �I.I /E E /1 rT._7N = I I I I s IE_____-- E____,- E _ _ imiimmmimminiminiwzmiiiiiiiiiniTrimmull j 3 , E , ,,,,--- ---------- R_____,-- � = o 0 I ED .r' i r ID f ,-- I X R R 1 - ' .- EL D ■ 1 ■ 1 ',MEP el, Fi' 4 i 111.01V- I PIER 11101111111101 VOINPW .4.411 MIME Adgiffil •11'`01° Elto i 11 °nip P MiNIMdi Erg C 4 Scale: 1/4"=r--0" ' -0" CONFERENCE ROOM RCP PRIVATE OFFICES RCP Scale: 1/4"=1'-0" Reflected Ceiling Plan General Notes: 1. MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES AND DESIGN /CONSTRUCTION STANDARDS FOR 6720 FORT DENT WAY INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES /RETURNS). BALANCING, SPRINKLER HEAD AND /OR HORN /STROBE RELOCATION. 2. NEW LIGHTING CALCULATIONS BEING DONE ONLY IN PRIVATE OFFICE AREA PORTION OF WORK. OTHER AREA OF WORK MEETS REQUIRED CRITERIA FOR AN EXEMPTION BY THE N.E.E.C. Reflected Ceiling Plan Key Notes: O EXISTING MECHANICAL EQUIPMENT TO BE RELOCATED PER NEW OFFICE CONFIGURATION. Symbols Legend • BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE 40 DEDICATED FOURPLEX RECEPTACLE -© SPECIAL RECEPTACLE 0 CORE DRILL J -BOX FOR FUTURE OVERHEAD PROJECTION SCREEN VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING PROXIMITY CARD READER 4)-• WALL TAG NO DESIGNATION /E = EXISTING N = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH R = RELOCATED TYPE F -1 F -2 SYMBOL $3 lei 1 - 1 1 - 1 4- J 7 MFG. DESCRIPTION SWITCH 3WAY SWITCH BLDG STD EXIT LIGHT BLDG STD 2x4 SUSP. CEILING GRID & TILE BLDG STD 2x4 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS BLDG STD 2x4 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS BLDG STD 2x2 FLU. LIGHT FIXTURE im SIN BIL 1 111 IIMMMTIEN JPC MONEYTREE Fort Dent Office Building Design Team Design Drawn Checked Date JPC Project No. Revisions No. Date 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Su - 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 637 -8200 JPC TT JM 3/31/08 08- 100 -0219 Description HITECTS Registration Keyplan Sheet Title Enlarged Reflected Ceiling Plan RECEIVED 1 10 11 / r MAY 162008 PERMIT C NTF I -4.1 © 2D08, JPC Architects, PLLC 0 E ■■ J K CONFERENCE ROOM Scale: 1/4 " =1' -0" PRIVATE OFFICES Scale: 1 /4 " =1' -0" Keynotes: @ AT NEW WALLS, RUBBER BASE TO MATCH EXISTING Finish Specifications GENERAL WALL PAINT ACCENT WALLS MFR: PARKER PAINT CW049W COLOR NAME: LIGHT ANTIQUE COLOR NO: LRV fib SHEEN: EGGSHELL MFR: COLOR NAME: COLOR NO: SHEEN: MFR: COLOR NAME: COLOR NO: SHEEN: MFR: COLOR NAME: COLOR NO: SHEEN: ICI BUTTERFIELD 540 EGGSHELL BENJAMIN MOORE GEORGIAN GREEN HC -115 EGGSHELL BENJAMIN MOORE AUDUBON RUSSET HC -51 EGGSHELL E-v i N'? Eb FOR E ODE COMPLIANCE AV ` MAY 2 R trIB JPC k R HITECTS MONEYTREE Fort Dent Office Building Design Team Design Drawn Checked Date JPC Project No. Revision No. Date 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Suit- 450 Seattle, WA 98101 tel [4251641 -9200, fax [42 637 -8200 JPC TT JM 3/31/08 08 -100 -0219 Description Registration Keyplan Sheet Title Enlarged Finish Plans RECEIVED MAY 1 6 2008 PERMIT CENTER Sheet No'- I -6.1 © 2008, JPC Architects, PLLC DOOR SCHEDULE NO. ''PE FRAME HDWE RATING 160 A WD HS -1 N/A 215 B WD HS -1 N/A 216 B WD HS -1 N/A 217 B WD HS -1 N/A WALL TYPE WALL HT. STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN N0. COMMENTS WALL CEILING A 8' -6" 3 5/8" 25 GAUGE 24" O.C. 4 7/8" Y — — APPROVED "FIRE EXTINGUISHER" SIGNAGE. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER JCCURS AT COLUMN. BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. STAN STUD WIDTH 2 1/2" 3 5/8" 4 " 6" DARD GAGE STU D SPACING 16" 24" 16" 24" 16" 24" 16" 24" (25) STUDS ONE LAYER EACH SIDE 12' -0" 10' -6" 15' -8" 13' -4" 16' -10" 13' --11" 19' -4" 15' -6" 20 GAGE STUDS STUD WIDTH 2 1/2" 3 5/8" 4 " 6 " STUD SPACING 16" 24" 16" 24" 16" 24" 16" 24" ONE LAYER EACH SIDE 13' -0" 11' -5" 17' -4" 15' -2" 18' -7" 16' -2" 25' -7" 21' -11" Scale: NTS Scale: NTS NOTES: — ASSUMED ALLOWABLE DEFLECTION — L/240 — PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS rywall Studs Limiting Heights Ij COMPOSITE DESIGN FOR STEEL STUD PARTITIONS HANDLE LL L� b [A BASE, AS SPECIFIED ELEC. OUTLET TEL OUTLET Typical Mounting Heights SCHEDULED DOOR (OPEN OR CLOSED) WALL —MTD. TELEPHONE OUTLET „ „ THERMOSTAT HARDWARE SET AS SCHEDULED 3' -0” UNO Type A Door /Relite Combination NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. t 0 f --C 2 -3/4” VERIFY W/ HARDWARE SCHEDULE LIGHT SWITCH DOTTED IN INDICATES OCATIOh OF LARGER LATE FOR GANGED • SWITCHES \ c i I 1/4" THICK TEMPERED, NON —RATED SAFETY GLASS 3' —O' X FULL HT. WOOD DOOR. STAIN FINISH TO MATCH BLDG. STD. AT D❑ ❑R /RELITE COMBINATI ❑N PR ❑VIDE METAL STUD KICKERS SUPPORT UP TO STRUCT, FOR STABILITY. NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT 1 1 WilliII inmmill kik ['1 STRUCTURE Grid Ht. Partition Scale: 3"=V—O" BASE, AS SPECIFIED BRACE NON —LOAD BEARING PARTITION AT 8' -0" O.C. (WHERE WALL RUNS UNSUPPORTED FOR MORE THAN 8' ---0 ". LOCATE FIRST BRACE CTR. PT. OF UNSUPPORTED WALL W/ SUBSEQUENT BRACING SPACED AT 8' -0" O.C.) t 3 EQ. EQ. r VARIES — V.I.F. 3/16 "0 POWER ACT. FASTENERS, MIN. 10001b. PULLOUT (AT STEEL DECK FASTEN W/ (2) #12 -14 SCREWS 12 GA. WIRE ATTACHED TO UNDERSIDE OF SLAB ABOVE & 3 -1/2 "x18 GA CHANNEL RUNNER SHIM ACOUSTICAL CEILING TILE PROVIDE METAL EDGE. FLOAT, TAPE AND PAINT WALL COLOR. 3 5/8" METAL STUD RUNNER W/ #10 SCREWS CO 24" O.C., PAINT EXT. FLAT BLACK. PROVIDE WATER RESISTANT (GREEN BOARD) AT WET LOCATIONS. 4" RUBBER BASE AT CARPET TYP. CONT. MTL. RUNNER ANCHORED TO FLOOR AT 24" O.C. 3' -0' X FULL HT. WOOD DOOR. STAIN FINISH TO MATCH BLDG. STD. 1/4" THICK TEMPERED, NON —RATED SAFETY GLASS AT D❑ ❑R /RELITE C❑MBINATI ❑N PR ❑VIDE METAL STUD KICKERS SUPPORT UP TO STRUCT. FOR STABILITY. Type B Door /Relite Combination Scale: NTS FLOOR SLAB ABOVE 18 GAUGE TRACK CONNECTED TO CONCRETE SLAB W/ 3/160 X 5/8" LONG POWDER ACTIVATED FASTENERS (4 MINIMUM). 1 4 s• Partition Bracing Detail Scale: 3 " =1' —O" Hardware Sets: 1 LOADED CONDITION 12 GA. WIRE ATTACHED TO UNDERSIDE OF SLAB ABOVE 18 GAUGE CHANNEL RUNNER 20 GAUGE TOP W/2 #10 SCREWS C4) TRACK 24" O.C. BRACE NON —LOAD BEARING PARTITIONS AT 8' -0" O.C. (WHERE WALL RUNS UNSUPPORTED FOR MORE THAN 8' -0 ". LOCATE FIRST BRACE AT CENTER POINT OF UNSUPPORTED WALL WITH SUBSEQUENT BRACING SPACED AT 8'--0" O.C.) UNLOADED CONDITION HS -1 SINGLE NON —RATED DOOR WTTH LATCHSET TO MATCH EXISTING BUILDING STD. LATCHING HARDWARE :ry R,FTIENE fl E COMPLIANCE MAN 2, P >0 JPC MONEYTREE Fort Dent Office Building Design Team Design Drawn Checked Date JPC Project No. No. Date 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Sui 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 1637 -8200 JPC TT JM 3/31/08 08-100-0219 Descriptkx HITECTS Revisions Registration Keyplan Sheet Title Construction Details & Door Elevations RECEIVED MAY ,16 2008 Sheet N I -9.1 © 2008, JPC Architects, PLLC