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Permit D08-412 - RPI - TENANT IMPROVEMENT
RPI 3311 S 120 PL D08 -412 Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Tenant: Name: RPI Address: 6644 S 120 PL , TUKWILA WA City4f 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 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: KIP KOLODZIEJSKI Address: 1326 5 AV #500 , SEATTLE WA 98101 Phone: 206 587 -7120 Contractor: Name: CARROLL CONSTRUCTION INC Address: 507 WESTLAKE AVE N #200 , SEATTLE, WA 98109 Phone: Contractor License No: CARROCI055LO doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** • Permit Number: D08 -412 Issue Date: 09/23/2008 Permit Expires On: 03/22/2009 Expiration Date: 06/01/2009 DESCRIPTION OF WORK: TENANT IMPROVEMENT OF AN EXISTING SPACE WITH NEW WALLS, DOORS, CEILINGS, FIXTURES, AND FINISHES. Value of Construction: $150,000.00 Fees Collected: $4,324.00 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0010 D08 - 412 Printed: 09 -23 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: Signature: Print Name: City 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 N • Permit Number: D08 -412 Issue Date: 09/23/2008 Permit Expires On: 03/22/2009 Date: I hereby certify that I have read and = ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied 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 rm- - of work. I am authorized to sign and obtain this development permit. Date: 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. doc: IBC -10/06 008 -412 Printed: 09 -23 -2008 Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Tenant: RPI • 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 -412 Status: ISSUED Applied Date: 08/25/2008 Issue Date: 09/23/2008 1: 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. 2: 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. 3: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 4: ** *FIRE DEPARTMENT CONDITIONS * ** 5: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 6: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 7: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 8: 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) 9: 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) 10: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 11: 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) 12: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle doc: Cond -10/06 008 -412 Printed: 09 -23 -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 is engaged from inside the tenant space. (IFC Chapter 10) • 13: 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) 14: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 15: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 16: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 17: 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) 18: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 19: 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) 20: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 21: 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) 22: 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 sprinlder 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) 23: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 24: Local U.L. central station supervision is required. (City Ordinance #2051) 25: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require doc: Cond -10/06 008 -412 Printed: 09 -23 -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 relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 26: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 27: 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) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 29: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 30: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 31: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 33: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 36: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 37: 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. 38: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 39: Periodic special inspection requied for single pass fillet welding less than or equal to 5/16" . IBC Table 1704.3 40: Special inspection required for installation of "Simpson" S /LTT20 holdowns. 41: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. doc: Cond -10/06 * *continued on next page ** D08 -412 Printed: 09 -23 -2008 Signature: Print Name: doc: Cond -10/06 I 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 S 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: b-i x3 eP D08 -412 Printed: 09 -23 -2008 Site Address: 33 I 5 120 1'.4 PL Tenant Name: Name: Mailing Address: Company Name: Revised 9 -2006 bh CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.ci.tukwila.wa.us RPI k1P KoisoDzl cisl.l Building Permit No. 12, 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 Property Owners Name: `JAfwe Mailing Address: i24.01 Tf1441l I rr4A,71O4 M. PlWO 41°° (14'f City 13 2 c r 5' Ave *560 E -Mail Address: le- e t' e h ales s €iJ sty , ALI"' CAact-o II CoaSTAo yfioN Company Name: Mailing Address: Contact Person: Kelly CPrrrol E -Mail Address: kelly Q CO(" e1% H-ie . GAM 1 LlLlp 1I1,1 koe Se Contractor Registration Number: C P el 0551-0 PS ur e ss QeSIp kG Mailing Address: (3U, 614 Aue +t Soo 0 Contact Person: KIP ke C°02 e j s (Li' E -Mail Address: kip bfil y ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record > r(01klt✓1A1f NN/ (,6c,' I 'oe(CIW,4 Ave we Company Name: Mailing Address: Contact Person: f IL eN P I e 1 I N E -Mail Address: he gale e ‘64• Q.tApplications\Forms- Applications On Line \3- 6 - Permit Applicalion.doc King Co Assessor's Tax No.: (° Z 3°4 4 1018 - o $ Suite Number: 1 2.5 Floor: New Tenant: El Yes ❑..No Se4rrrcE City Fax Number: Expiration Date: City Day Telephone: Fax Number: WA State lgl rig• Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 2° b - 58? -/1 lo PIX State `i81o1 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Wc.t,r' W4 1 93004 City State Zip Day Telephone: 42.5 - 4s0 - 5646 Fax Number: c4 - 4 /5b O(p -OI -Oy ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record State Zip 2e1° -5Si- 112.0 20t,- y&1 -11i4. Str*T-r.8 1,✓4 181 lc City State Zip Day Telephone: ?Alb - 52S- /5249 Fax Number: ZOb $2.Z 6618 Page I of 6 • Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I Floor i 23,00 J' 13t3 0 o V N F 2nd Floor 3' Floor ..... Floors thru _ Basement _ Accessory Structure* — Attached Garage Detached Garage -- Attached Carport _ Detached Carport _ Covered Deck _ Uncovered Deck -- • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ S'4 Will there be new rack storage? ❑ Yes *For an Accessory dwelling, provide the following: Q:\Applications ' - Applications On Liner -2006 - Permit Application doc Revised* 9 -2006 bh I501oo0 i 4 • Existing Building Valuation: $ N4 Scope of Work (please provide detailed information): f ROj eter IS 4 Tenta1i( Im fro1 ' a >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) 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: to W g.( Will there be a change in use? Li Yes No If "yes ", explain: O FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM /Vlt ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 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). 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A HORIZED AGENT: Signature: Print Name: Y-11 (fr 01 (C 11 Mailing Address: )2 5 Ave *'o Date Application Expires: Date Application Accepted: Q:\Applications \Forms - Applications On t-ine\3 -2006 - Permit Application doc Revised 9 -2006 bh Date: City State Day Telephone: I A/ -5131-i no 5E WA_ gel°l Staff Initials: Zip Page 6 of 6 Parcel No.: 1023049069 Address: 3311 S 120 PL TUKW Suite No: Applicant: RPI Receipt No.: R08 -03331 Payee: RICHARD H. ZARLING ACCOUNT ITEM LIST: Description 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 Initials: JEM Payment Date: 09/23/2008 12:02 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10737 3,264.50 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 3,260.00 4.50 Total: $3,264.50 Permit Number: D08 - 412 Status: APPROVED Applied Date: 08/25/2008 Issue Date: Payment Amount: $3,264.50 -ely.- 0?/21 170 doc: Receiot -06 Printed: 09 -23 -2008 Parcel No.: 1023049069 Address: 3311 S 120 PL TUB:W Suite No: Applicant: RPI Receipt No.: R08 -03047 Initials: User ID: JEM 1165 Payee: BURGESS DESIGN, INC. 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7577 1,059.50 RECEIPT Account Code Current Pmts 000/345.830 1,059.50 Total: $1,059.50 • Permit Number: D08 -412 Status: PENDING Applied Date: 08/25/2008 Issue Date: Payment Amount: $1,059.50 Payment Date: 08/25/2008 04:21 PM Balance: $1,634.50 6612 08/26 9710 TOTAL 1059.50 doc: Receiot -06 Printed: 08-25 -2008 COMMENTS: Type of Inspection: A rt ` 'r(P\r4 ccchky\e-e ic,N.,1/4,-A 1 Address: 331 t S x70 P \-- 015-"rod 1, - ;_cr - tr•n. rP \ 1/4--\ 04) 11.4..0g Q • Date Want d: 11 i P 6 -4 1 .10\c'• \--Zr.e .,A '� Phone No: Projec� �- Type of Inspection: A rt Address: 331 t S x70 P \-- Date Called: Special Instructions: Date Want d: 11 i I -O 17C.- a.m. Requester: '� Phone No: INSPECTION RECORD Retain a copy with permit I ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. Corrections required prior to approval. Z Receilit No.: Date: (206)431 -3670 .00 REINSPECTION FEE RE( UIRED. Prior to inspection, fee must be aId at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: COMMENTS: e CD rile -b 'c" A \ T jNV11 44% CC Type of Inspection: i Z Gk r "- 1 iki (-1r7 N/AI --- AcldrllIes�,: I 1 AtIL V-IlJ rv"-Ck ,tinl tdceaco . 1 ., ) `L ...,w----- ` e° p!\ A- Q o 11 "40 (1' NS 1 (e)ec 4 t f \ r .t► ic- -k-411,A4 ► i ) Date Wanted: a I V - -C?, p.m. j \ Proje Type of Inspection: i AcldrllIes�,: I 1 0 U ?1.....„ Date Called: Special Instructions: Date Wanted: a I V - -C?, p.m. Requester: Phone No: INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. ..fl.�..._ .. nspe or: $ • 0 ' 0 REINSPECTION FEE pa d at 6300 Southcenter Blv Receip No.: INSPECTION RECORD Retain a copy with permit Date: b Date: Do I ROI PERMIT NO. (206)431 -3 C 7 QUIRED. ° rior to inspection, fee must be , Suite 10 . Call to schedule reinspection. Project: b /i (c beosic f\J Type of I spection:, Ad 1 t S 0 O1 L Date Called: Special Instructions: - Date Wanted: a.m. G 29 -ve . Requester: Phone No: _ a D6 - -5 ! v —C q of 5 INSPECTION RECORD Retain a copy with permit INSPECTIOy.NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: I04 tp 00 REINSPECTION E REQUIR D. Prior to inspection, fee must be id at 6300 Southcenter lvd., Suit - 100. Call to schedule reinspection. Receipt No.: 'Date: pproved per applicable codes. Corrections required prior to approval. /5 Doe z_ Proje � Type of Inspection: , ki Address: 33 II ss ` ' 12 ( / vit' Date Called: e Special Instructions: -- r:".-- / Date Wanted: 2` ` VO �f Ca; p.m. Requester: Phone -o (0 - 1 0 -941124 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: pAr t k1 P 7 4 - 1 o Cc GJ Ali I J -- A)k S Insp ctor: (Date: ❑ $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: x _ .ter ...DA .te? u . — . . Project: Typ of Inspection:__ ee ,'10V ( .5/0 P 6itl Y Add a sa. 1240 a Date Called: Special Instructions: 33 // try / S Date ante — �� cii7 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: .5 "AIM / P -e •eUVe e Inspector I tifk / 4u.,l►. Daa -25 ❑ $60.00 REINSPECTION)EE R UIRED. Prior to inspection, fee must be (pa id fi at 6300'Southcenter Blv ., Suite 100. Call to schedule reinspection. (Receipt No.: Date: «. ,IV._.YIas COMMENTS: Sprinklers: - Type of Inspection: f % 4, r1 ' I - Address: 3311 5 Suite #: moo Ix* ff. Contact Person: l 4/2.4 r Special Instructions: . Permits: Phone No.: 2 - 3Cy-- 333"" V ict.rjoied t e i s; G ,4. -1.5 --1., P0 ate. f ,4 / D 4g) /t/° 4/ )( ___. ...... �.. .- P.. • _.0 .. �. — n . .. _ t _. �_e_ -. _ - - ' J .. am!_ 6 5, , ec 1/4 5),,.I nioc,.c , s,M2rl .. the fee' ovs..- fr90 r / . :3 N., .! -.''r) h.f /, Project: pp Sprinklers: - Type of Inspection: f % 4, r1 ' I - Address: 3311 5 Suite #: moo Ix* ff. Contact Person: l 4/2.4 r Special Instructions: . Permits: Phone No.: 2 - 3Cy-- 333"" _ Needs Shift Inspection: Sprinklers: - Fire Alarm : Hood & Duct: Monitor: • Pre =Fire: Permits: Occupancy Type: Ja INSPECTION NUMBER INSPECTION RECORD - Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Doh `/12 o-,- 9$a PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 = 575 -4407 Approved per applicable codes. Corrections required prior to approval. Inspector: s 1A1 I Date: J o $80.00 REINSPECTION. FEE REQUIRED. You will receive an invoice from ity. of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: ;` Type of Inspection: Address: 330 5 Suite #: ioo /Z0 ,PZ . Contact Person: LAS A/014 Special Instructions: Hood &Duct: Phone No.: 253 - CfiV Pedt, _ Cori le l' Hari..- s • r Permits: - / .... Occupancy Type: 0 .14 s14lk et/ Cr1 Nn c,1J1' - ,4 d i Afoot 0 -- 62;141-eG' 'r( it tt oil 13 441 id s!-0- s. i _ . . (4,;l i96vi C O La b -er5 0 U-i - #//;�f'TC, i ' f T .i. Project: R PE ;` Type of Inspection: Address: 330 5 Suite #: ioo /Z0 ,PZ . Contact Person: LAS A/014 Special Instructions: Hood &Duct: Phone No.: 253 - CfiV 3243 Needs Shift Inspection: ;` ' Sprinklers: Fire Alarm :, Hood &Duct: Monitor: ' - 'c"` s • Pre -Fire: Permits: - / .... Occupancy Type: 5 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Dos - i/2- PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 =4407 RA pproved per applicable codes. I --I Corrections required prior to approval. Inspector: v f . Date: V/ Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 1 T.F.D. Form F.P. 113 Project: R p Sprinklers: - Fire Alarm: Type of Inspection: E irsct9ensy 1 :041A 45 Address: 3311 5 Suite #: 1213 PI . Contact Person: P Special Instructions: Phone No.: .20C • 47S — Ydra G Needs Shift Inspection: .. Sprinklers: - Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER NA /e pproved per applicable codes. Inspector: 46., • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. COMMENTS: E"yler t eweii ), hi/o 4%.ssefet,_ 664 2.7 . 40 / Date / /N /'t Do ? - L z PERMIT NUMBERS Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the Cit3. of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record,Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: iap Sprinklers: - Type of Inspection: Address: 3 3)) 5 Suite #: ) 2. ft . Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: - Fire Alarm: Hood & Duct: Monitor: Pre-Fire: , Permits: Occupancy Type: INSPECTION NUMBER %proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT (4 - PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa: 98188 206- 575 -4407 n Corrections required prior to approval. COMMENTS: jr,'4 /6 , e4-s o iG Inspector : y ,r' r I Date: Jo Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. ,1l'9rd /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: Rtt Type of Inspection: ,rte -erie e/ J ,5 ,.0) Address: 3311 S ) 1a ,' t Suite #: Contact Person: Monitor: Pre -Fire: Special Instructions: Phone No.: Occupancy Type: ... Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . / Permits: Occupancy Type: ... 3 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit o - 4 /I2... PERMIT NUMBERS erections required prior to approval. COMMENTS: 12) pl e e. dot ) ).,4 s T Inspector: 54 ate: J j f/A c f Hrs.: $80.00 REINSPECTION FEE,REQUIRED: You'will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: /? pi • SQrJliklers: . Type of Inspection: :1 14 4: Address If SS /) s Suite #: j2- pl, - Contact Person: • G aclrtyNarl. ,Special Instructions: Occupancy Type: Phone No.: 2 "3 -- ,5'"G y- 33.33 Nees Shift Inspection: t • SQrJliklers: . Fire Hood & Duct: Monitor: r Pre -Fire: Permits: • Occupancy Type: a it 5 444 Andover Park East, Tukwila, Wa. 98188 COMMENTS: 1- 46‘r1 5 r 'r olC 0 , 6,.,,, A 4- 3 a 5" � Jas V. -1 s.m�4 . OWterlac GdC R Nv AC- A ad d s be 141012 -4 ti fitoeMe k j . / , o e, < „ f c P t e, 4 Inspector: no Po 'Date: lop,' /o r Hrs.: Z. INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 06'•- 9� F ind $80.00 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 .,.1/13/06 N R COrrections required prior to approval. PERMIT NUMBERS 206 - 575 -4407 T.F.D. Form F.P. 113 Project: R Pt • Type of Inspection: S,vr, e feet Co oe Address: 5311 5 Suite #: /a 0 PL . Contact Person: .. Occupncy Type: Special Instructions: Phone No.: - �~ 7 /i'! Needs Shift In spection: Sprinklers: Fire Alarm: Hoo & Duct: Monitor: Pre -Fire: :. .Permits: Occupncy Type: • 1 r4wy,_••,. rlt- nMW +w= , . •h�v:aT,.k.4 ti's 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with peomit CITY OF TUKWILA FIRE DEPARTMENT Dc'- V12. PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per appJi4b .codes. n Corrections required prior to approval. COMMENTS: Q S ir • +n V k2 Cov<R. F4- � i �.s - •012 S ce,yeilret. 7 • Inspector: Sty! Date: • /3 410 47 Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You ill re an invoice from -the City of Tukwila Finance Department. Call to schedule reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 October 15, 2008 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Seattle, Washington 98188 -2544 Project: RPI Project Permit Number: D08412 Address: 3311 5. 120 Street, Tukwila Job Number: 08 -0720 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: ❑ Structural steel erection Sincerely, OTTO ROSENAU & ASSOCIATES, INC. sucan Izc.Y fa,0 - V yV-YL4- Susan Rosenau -Moser Vice President Email c: Carroll Construction, Inc. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website• www.ottorosenau corn RECEIVED OCT 17 2008 COMMUNITY DEVELOPMENT OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 100009 Description: Structural Steel Erection Project: RPI Project Permit Number: D08412 Address: 3311 S 120 St, Tukwila Job Number: 08 -0720 Client: Carroll Construction Client Address: 1426 112 Ave NE, Bellevue Inspector and Date Bob Schaefer 9/30/2008 CONSTRUCTION INSPECTION REPORT Remarks Using engineers Northwest design drawing set for project #99149007 revision 1 as a reference, we performed visual weld inspections on the field welds of the east wall garage door framing. Details of welds requirements are given on drawing S3.1, elevation B -3.1 and section C -3.1. All welds were installed by Mr. Robert A Obin, WABO certification #W06552 which expires 1/1/2009. Door framing is located on the east wall at grid line A at approximately 4.2 to 4.5. The welds (field) are installed per referenced plans and are visually acceptable. Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 FR 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (2 ti g �VED Form No.: ADMIN -63 -01 (Rev 05/03) OCT 17 2008 COMMUNITY DEVELOPMENT E I ENGIN E RAL ENGINEERS Engineers Northwest Inc., P.S. RPI T.I. INTERGATE EAST BUILDING 2 3311 South 120th Tukwila, WA 98169 SUPPLEMENTAL STRUCTURAL CALCULATIONS bOcift917, September 4, 2008 ENW Project No. 99- 149007 CODE: 2006 IBC WIND: 85 mph (3 Second Gust) Exposure "B" SEISMIC: S = 1.501 SDS = 1.001 S1 = 0.518 SD1 = 0.518 CORRECTION Seismic Design Category D LTR# FIE CODE COMPLIANCE i APP ©V SEP 2 3 ?Que 6869 Woodlawn Avenue NE . Seattle, WA 98115 206.525.7560 . fax 206.522.6698 www.enwseattle.com City Of ll�kwlla BU - Dt • o 121 RECEIVES . SEP 05 2008 PERMIT CENTEI- ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS Stilo� : 2S /st 4 , /4- Rouc/1 G) Drti 2 7xgNs S ' / /4- 2 /N 77r3. 4,3 /iv su- 1 e /Jez 444; 6869 WOODLAWN Ave. N. E., 4205, SEATTLE, WA 98115 (206) 525 --7560 FAX (206) 522-6698 PROJECT # PROJECT fzPL r.• DATE SUBJECT SHEET I OF BY I20 O F DL '. 8• c/• R 00 f"/"-'4 - " XyU ZY 4d1 z po L= z4' M oL-r sNo4, /til5✓L. 24* or, 4 k (4- ") F °E" S` M c.N Gt SP �� fi /sc e,5245!. . I /o. I„ Gi_13 u.7 1.J F b: C cps et. ( 5 c f 4 - 1YAO 6. 15) i . at) i. o = 13ep /u 4 L o c,n1E C O� v )V� r avax 4i-, A/0 NET ADO /T'.O -'m 6 3 r Sc � . ps 0. Ir t ( / ) snro w = (/o -t 25 ' = 2 5' 7 fr /✓V4t ENW PROJECT # PROJECT SUBJECT ,Q.00r TOP C/n /Tj (e) (, ' 4x 7z 11 4t. 3H' HO o1/4.1rf IN DIA4 / UN /T (M) / 1C, ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS 2.83' SS tier ,.c 6(24zS)l4 t SS F E $gS (� 0. W9 s (42.3 4 1 - 18.15 4 4 CN = K SN»o►r-- 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 ,ePL T1 lac , A »4 4iervs () ,C¢J, LOcA UN 1'f (a ET046 - 1 4•lb CJU-4=A- !34G k.. SPA7n1 Or.i4 40 ' 43. 24' L' 21, w G 1 7 -2-e,- eon= 9uo UN /1" evo- LEk U4 CI Iz 3` (28. °x4 1 Z 1c (3') tZ 3 = _( 1.7 34 z4. (45 (9 243. I¢ DATE SHEET 2- OF BY Sis `o -zs r 35 �,,, wf P • O. Erf S (29Mz s z.7-" („) 0/1-y- 244 Pr/or Ve r o �, 4 2-4.3 /..) S- i4 Sg /N 4 fv° 1.,' (o ,,, 6, 18971 L ENW PROJECT # SUBJECT ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT RPr r I C&\ (o C-1 (1 ) Co 1/4., i, 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522 -6698 7 n= Zul . 5 }-(nl Z.1.0 ks;. < I. 24 (o eoz ;2 1 • 1 4.38 Cdr 6 t. 1-01-7 2107 . e3 kv: -11( N-, 01.4s 1 12= IS. s 1(It) 4YG.izS V 1 Z .0 t 0 •. l/N,T 0, 444 Z.389K /* /hvr = 41.954 � t (9.5-25 .31 k ' = C 36 I l 6. yr J `4s • - d. 46 1/. tel 1 k DATE SHEET BY 3 L� OCATG UN'? C.c) OF $ Fi2aar, 4-10 A` r9-1 7 r- 5 = 4°14. r' /n/3 wZ < rill= 0.143- x1.iT = 0.1877C fr. ok L b= 1.IC(Z4.0t) 6. Si 047) 2.4 r e b1- 5 / o.J 0.1 11. 0.1 Cy. (b � v �z� 3 ENW 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT # PROJECT 7F1/ I -I" DATE SUBJECT SHEET 4 OF al-.8 a) CV /Z.1/? (5) BY 17. F Eor�V ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS W1i�' J d Dpff. CNt -K 01i0 SAA/q VAIA%. = 30 44 I F PIN Ay 27'0,5 V Fe-oni AIAx= 3° ' S-qA c t4 - ZG6. 347_ f; Z. NT le-s; GN��k VG1 4 F/•44- CD /f Z.2ZG k1. M Ci 30.70"B ky 1 v. i ( 3( R >� 243 0, 173 ks� ENW • PROJECT # SUBJECT [3 4] 4Z z. 19.41 ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS CU PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 RF T GLB AI- 4 (9 SHEET S OF 712-L0: 25.41 W = 889 tb o c p . etr / eL L 1 O L e%eL.k / ack- SPAN 0r1/411-'( VkA 30.4:41 !''1,.,A 2432.. 01 k`"r . N• lea c) (D c DATE BY 2a 'I3s(zs t�� t- 3s i 13.44` ENW 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 PROJECT # PROJECT RP[ r1 DATE /- SUBJECT /✓kkoC Lrj7Eaz/J� SHEET 67 OF BY ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS l.d/&/Q, g5 MpN e/? I. 0 NT a 35 SE75n i G : (Asn� F ni/M A' , r 1 ir.477) BS> /. 3 6 -9) 24. /ter 10-1/NO G4".1 -s Qs ao02sto(0. 6.o) (o.es)(s `r O1" //. 97 ry -1 0. y (0.1) (/. 00,) / U. 2/ 0.3 6.0 �. 6'.71) 1 1 •.1 = /• /2 / b✓ v. (2.$) 1..0, W , `° a 7 = V. S k✓ • UPLIF I fr �) n l nl/r lU tiff r '! �t� A Ei- // s c 554) rl S9 (3') — d. G (I 5 d * 9. s' 0.5 (/& 0 0 ) .,t 4.83) W l r /J00.owL 7N,eEAO �� -' zAc 4 =o.49 434 1 „_, Ei'ia tt.4 SECTION DESIGNATION: 600S125 -43 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6.000 in 1.250 in 1.250 in 0.188 in 1.500 in ALLOWABLE WALL HEIGHTS - LATERAL LOAD ONLY INPUT PARAMETERS Lateral Load = 5.0 psf Load Multiplier for Strength Checks = 1.00 Load Multiplier for Deflection = 1.00 Shear and Web Crippling Capacity Based on Unpunched Web End Bearing Length for Web Crippling = 1 in ALLOWABLE SPANS - SIMPLE SPAN STUD DEFLECTION LIMIT SPACING L/120 L/240 12 in 36'2" 16 in 24 in 27' 0" 2001 North American Specification ASD DATE: 9/2/2008 RPI TI ALternate Demising Wall Studs Steel Thickness = 0.0451 in Inside Corner Radius = 0.0712 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 in 28' 8" 26'1" 22' 9" L/360 25' 1" 22' 9" 19' 10" NOTE: Wall Heights Assume Full Support of the Compression Flange, (Sheathing or Mechanical Bracing). SECTION DESIGNA INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = INPUT PARAMETERS Dead Load = 8.0 psf Live Load = 10.0 psf Deflection Limit = L/360 ALLOWABLE CEILING SPANS - SIMPLE SPAN JOIST SPACING 12.0 in 6.O in 24.0 in 2001 North American Specification ASD DATE: 9/3/2008 ON: 6005125 -33 Single 6.000 in 1.250 in 1.250 in 0.188 in 1.500 in I Alte ate Ceiling Joists ALLOWABLE CEILING JOIST SPANS DL Multiplied by 1.00 for Strength Checks LL Multiplied by 1.00 for Strength Checks Bearing Lengths for Web Crippling: End Condition = 1.0 in Shear and Web Crippling Capacity Based on Unpunched Web MECHANICAL BRACING AT: NONE MID Pt THIRD Pt 8' 10" 8' 2" 7' 4" Steel Thickness = 0.0346 in Inside Corner Radius = 0.0764 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 in 12' 7" 8' 5" 14' 2" 12' 8" 8' 5" Co x l Y z4 6 l6 t' • ` Project: RPI Typical Header ) Typical Header R1 R2 7.00 ft : (2) 600S125 -43 Boxed C Stud X -X Axis Fy = 33.0 ksi Maxo = - Moment of Inertia, I = 3.605 inA4 Va = 2715.7 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 1347.5 0.700 1347.5 None 1924.8 0.700 0.112 L/752 Combined Bending and Web Crippling 1996 AISI Specification w/1999 Supplement Date: 9/2/2008 • Unif Ld lb /ft Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 770.0 2.00 733.4 0.0 1.26 YES R2 770.0 2.00 733.4 0.0 1.26 YES )Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 770.0 0.0 1.00 0.28 0.00 0.08 NA R2 770.0 0.0 1.00 0.28 0.00 0.08 NA • ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. RPI T.I. INTERGATE EAST BUILDING 2 3311 South 120'" Tukwila, WA 98169 STRUCTURAL CALCULATIONS RECEIVED CITY OF TUKIMLA AUG 2 5 2008 PERMIT CENTER August 25, 2008 ENW Project No. 99- 149007 CODE: 2006 IBC WIND: 85 mph (3 Second Gust) Exposure "B" SEISMIC: S = 1.501 SDS = 1.001 S1 = 0.518 SD1 = 0.518 Seismic Design Category D FILE COPY Iwv p I CODE CO VET SEP 2 3 2008 Of Voila 6869 Woodlawn Avenue NE . Seattle, WA 98115 206.525.7560 . fax 206.522.6698 www.enwseattle.com ENVY ENGINEERS NORTHWEST, INC., P.S. ~ STRUCTURAL ENGINEERS • • PROJECT # 99/Y9o PROJECT leer T2. SUBJECT N TYP STUD NoN - /MS NT p4ET /77OA/.• /.47 4C- ,LOAD e'STUDs 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 5 6xr S/s xrej. 0.1 Z'r Ad.( : k 1 5 43 x I (To) 2>e:. DATE SHEET BY OF • • INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = INPUT PARAMATERS 8.000 in 1.625 in 1.625 in 0.500 in 1.500 in Nominal Load Load Multiplier for Deflection Limit = Wind Load Multiplier for Deflection = 1.00 ALLOWABLE SPANS - SIMPLE SPAN 12.0 in 16.0 in 24.0 in 1996 AISI Specification ASD DATE: 8/15/2008 RPI TI Full Height Demising Wall (7/P + sruc) SECTION DESIGNATION: 8005162 -43 Single th Checks = 1.00 Bearing Lengths for Web Crippling: End Condition = 1.0 in Shear and Web Crippling Capacity Based on Unpunched Webs Steel Thickness = 0.0451 in Inside Corner Radius = 0.0712 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 in ALLOWABLE WALL HEIGHTS STUD MECHANIC' : ' ' CING AT: SPACING 24 in 48 in 48 in 49' 6" 44' 11" 38' 11" 49' 6" 44' 11" 38'1" y. s ig v. 16y. 61 24 49' 6" 44' 11" 38' 0" • • SECTION DESIGNATION: 6005162 -54 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = INPUT PARAMATERS 6.000 in 1.625 in 1.625 in 0.500 in 1.500 in Nominal Load Load Multiplier for Checks = 1.00 Deflection Limit = Wind Load Multiplier for Deflection = 1.00 ALLOWABLE SPANS - SIMPLE SPAN STUD SPACING 24 in 12.0 in 16.0 in 24.0 in 1996 AISI Specification ASD DATE: 8/15/2008 RPI TI Full Height Demising Wall Steel Thickness = 0.0566 in Inside Corner Radius = 0.0849 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 50.0 ksi Punchout Length = 4.000 in ALLOWABLE WALL HEIGHTS Bearing Lengths for Web Crippling: End Condition = 1.0 in Shear and Web Crippling Capacity Based on Unpunched Webs 42' 2" 38' 3" 33' 5" MECHANICAL - BRACING AT: 42' 2" 38' 3" 4 X 1 6 45-A I ( . &L4 48 in 42' 2" 38' 3" 33' 5" ( - rYP si 0 e ENW • ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS Nne .7741 $7II03 01 6 5f44' ro.c,7 la s 7- 6869 WOODLAWN Ave. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT RFC rr DATE 4 SUBJECT SHEET `T OF BY wri z.iv 2 r ek (3'y (lase. To,L� £2 USr) CC•x l s /sue ((Dr 49 414.2 =191 1Z( 4 I42 2.40 6p • • Project: RFI TI Date: 8/15/2008 Model: Header 01 Unif Ld 210.0 Ib /ft R1 R2 6.67 ft Section : (2) 600S162 -54 Back -to -Back C Stud (X -X Axis) Fy = 50.0 ksi Maxo = 4626.5 Ft -Lb Moment of Inertia, I = 5.721 in ^4 Va = 5415.1 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 1167.8 0.252 1167.8 None 3647.0 0.320 0.055 1J1444 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 700.4 1.00 2772.4 0.0 0.28 No R2 700.4 1.00 2772.4 0.0 0.28 No Combined Bending and Shear 1996 AISI Specification w/1999 Supplement Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 700.4 0.0 1.00 0.13 0.00 0.02 NA R2 700.3 0.0 1.00 0.13 0.00 0.02 NA • • Project: RFI TI Model: JAMB 01 P1 Point Loads P1 Load(lb) 175 X- Dist.(ft) 8.00 R1 R2 28.33 ft Section : (2) 800S162 -43 Back -to -Back C Stud (X -X Axis) Maxo = 3815.0 Ft -Lb Moment of Inertia, I = 9.267 in ^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Combined Bending and Web Crippling Combined Bending and Shear 1996 AISI Specification w/1999 Supplement Fy = 33.0 ksi Va = 2016.4 lb Date: 8/15/2008 Unif Ld Ib /ft Flexural and Deflection Check • Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 1825.4 0.478 1825.4 96 2693.2 0.678 0.929 L/366 Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 267.2 1.00 1279.6 0.0 0.23 No R2 191.1 1.00 1279.6 0.0 0.16 No P1 175.0 1.50 2070.3 1815.8 0.57 No Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 267.2 0.0 1.00 0.13 0.00 0.02 NA R2 191.1 0.0 1.00 0.09 0.00 0.01 NA P1 187.6 1815.8 1.00 0.09 0.48 0.24 NA • • ENW ENGINEERS N 6869 Woo LAWN AVE. N. E., #205, SEArrLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # CVel Hell PROJECT DATE SUBJECT SHEET 7 OF BY cour INENr P DEr-a /oN oCk r : Sa K56 p. MoT AfrAUJ 7b 97U» S lao-ryi i a t:: ?? ,r t '/�." 1.114r1 Low ye-644y kJ vs P40 16 THWEST, INC., P.S. — STRUCTURAL ENGINEERS -1/1")..t A - 3 ,4i' - ' +- j S //E 7M't 4 o7cN SiO {L/CL Alt kir /Oh. cw * 7,44ck -rv+° s tor. ENW • ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # PROJECT RPr Ti DATE SUBJECT SHEET t) OF BY e( /JT. 5044 k14 ovoi✓) E3 ? /HA1 b LL Dert.ez. • a ciNT $P'I: !Q 3 �� Y.2-1 L( 1 z. 51_09 �SNOw = 294('24 . 5(, 3) Co / 4 /,c = 5(G/ 29 324 (/goo v 30 ) l SZugt' Ai Val-- rIM'7 � 7- 1 y 092 /, 5(Z00)2 ktd 381x` ( moo aa)( 1034 .0 (5)(2 - ) _ 7 fp p 1 7/ / (1_.5)" l38 tt - '"' L,e- .D- G (i38) O. 7 SxSo uu. ) 4 ,„ /ba ok- o✓ ;oz. 2 DDe - 711.4 cK O. 0 _ _ ..... T.,T.......T.J.,t... .., H- H+ . I 1 ' i , J l d`4. Qd Qd t ,.., _z_ a k L C C t per) a i I C • copy ALEX aF Cvorme IS-0" z F co X W NEW PARTITION U i I ; I • • • ACCESS RAMP LUNCH ROOM VESTIBULE 14' -8" NEW STEEL POST o o A (N 0 z z a x 0 • • 14'-6' HIGH PARTITION 0 0 ❑ MODIFY EXISTING RAMP WAREHOUSE AND FABRICATION t OF PURUNS ABOVE 14'-6' HIGH PARTITION 1 ' - 0" PARRIION 11'-0' HIGH PARRTION (N) NEW 3'X7' DOOR IN EXISTING OPENING REMOVE EXIST. DOOR (201(201, REPLACE WITH 10'X12' OVERHEAD DOOR. r0 • • • SECTION DESIGNATION: 600S162 -54 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 6.000 in 1.625 in 1.625 in 0.500 in 1.500 in ALLOWABLE SPANS - SIMPLE SPAN STUD SPACING 2001 North American Specification ASD DATE: 8/21/2008 RPI TI Exterior Door Infill Studs ALLOWABLE WALL HEIGHTS - LATERAL LOAD ONLY INPUT PARAMETERS Lateral Load = 25.0 psf Load Multiplier for Strength Checks = 1.00 Load Multiplier for Deflection = 1.00 Shear and Web Crippling Capacity Based on Unpunched Web End Bearing Length for Web Crippling = 1 in DEFLECTION LIMIT L/120 L/240 L/360 12 in 24'7" 19'6" 16 in 22_ '_4 (17' 9" 24 in 19' 6" 15' 6" Steel Thickness = 0.0566 in Inside Corner Radius = 0.0849 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 55.3 ksi Punchout Length = 4.000 in 17' 1" 15' 6" 13' 6" NOTE: Wall Heights Assume Full Support of the Compression Flange, (Sheathing or Mechanical Bracing). • • • TYP /cam CQC. i ,.44 SECTION DESIGNATION: 6005162 -54 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = INPUT PARAMETERS ` Dead Load = 10.0 psf Live Load = 10.0 psf Deflection Limit = U360 6.000 in 1.625 in 1.625 in 0.500 in 1.500 in Bearing Lengths for Web Crippling: End Condition = 1.0 in Shear and Web Crippling Capacity Based on Unpunched Web ALLOWABLE CEILING SPANS - SIMPLE SPAN JOIST SPACING 12.0 in (16.0 in 24.0 in 1996 AISI Specification ASD DATE: 8/20/2008 RPI TI Typical Joists Steel Thickness = 0.0566 in Inside Corner Radius = 0.0849 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 50.0 ksi Punchout Length = 4.000 in ALLOWABLE CEILING JOIST SPANS DL Multiplied by 1.00 for Strength Checks LL Multiplied by 1.00 for Strength Checks MECHANICAL BRACING AT: NONE MID Pt THIRD Pt 12' 9" 11'9" 10' 7" 18' 3" 16' 8" 14' 7" 18' 5" 16' 8" 14' 7" • 2001 North American Specification ASD DATE: 8/22/2008 SECTION DESIGNATION: 3625162 -33 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = ALLOWABLE LOADS (IN 3.625 in 1.625 in 1.625 in 0.500 in 1.500 in BRACING NONE MID Pt THIRD Pt SHEATH 2 SIDES DEFLECTION RPI TI Typical Studs 12 in 424 1064 1350 1523 L/867 Steel Thickness = 0.0346 in Inside Corner Radius = 0.0764 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 in COMBINED AXIAL AND BENDING LOADS INPUT PARAMETERS Overall Wall Height = 10.0 Lateral Load = 10.0 psf Lateral Load Multiplied by 1.00 for interaction checks Listed Allowable Axial Load multiplied by 1.00 for interaction checks Lateral load not modified for deflection calculations Studs Considered Fully Braced for Bending SPACING 16 in 365 902 1137 1279 0650 24 in 249 602 751 839 U434 Maximum KUr 195 97 83 83 • • • Project: RPI TI Top Track Maximum SPan for Lateral Loads Model: Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Combined Bending and Web Crippling Combined Bending and Shear 1996 AISI Specification w/1999 Supplement Unif Ld lb /ft R1 R2 11.08 ft 50:0 Section : 362T125 -54 Single (X -X Axis) Fy = 50.0 ksi Maxo = 778.5 Ft -Lb Moment of Inertia, I = 0.678 in ^4 Va = 3445.6 lb Date: 8/21 /2008 I? Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 767.3 0.986 767.3 Full 778.5 0.986 0.848 11157 Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 277.0 1.00 505.2 0.0 0.66 No R2 277.0 1.00 505.2 0.0 0.66 No Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 277.0 0.0 1.00 0.08 0.00 0.01 NA R2 277.0 0.0 1.00 0.08 0.00 0.01 NA ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS • 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522-6698 PROJECT # PROJECT ,P T T DATE SUBJECT O V A / CE L47 1 L ae / GA,/ SHEET 1 r OF BY Building location Site class (A, B, C, D, E, F) Zip Code 98168 Latitude: 47.495 D (If no soil report, use D) Longitude: - 122.299 Ss= 150.109 %g,S 1.501 g, F 1.000 S = 51.809 %g , S = 0.777 g . F, = 1.500 SOS = 1.001 g , S = 0.518 g 1-1 / IL/ ,,r 7 Z AL. Gps cE► ti , G o 5 /3 Ye CbX l `s f(o ex1 • /Ai 5vLA riflA.0 /ors Sii in /K M /5C WALL L .' r. ` ' /a E F 3 %- 1 /,a ›. st s ru.os /Lys Asol = D . ! (o •/ s p ,zecr / ��/= 3 • u U -4- ro -off --� VASo = o. r-v C 14t) f SS -a FS /N • s t S ., 1 i x So -� Go�.tT s /✓DI Z.r DI RL-'CT /nom Z CB.4' • Property of Engineers Northwest, Inc., Seattle - Use by others unlawful 'Shaded cells Input = Job number : Job name : RPI TI IBC 2006 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Basic Seismic - Force - Resisting System = Basic Seismic - Force - Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = TL = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Site Coefficient Fa = Site Coefficient Fv = Sms = Sm1 = Sds = Sd1 = Seismic Design Category (SDC) = To = Ts = Ct = Period = T = Sa = R= S2o = Cd = Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 seconds - Section12.8.2.1 (Eq. 12.8 -7) Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 I = 1 Occupancy Importance Factor - Table 11.5 -1 Detailing Reference Section = 14.1 & 14.5 0.250 Section 12.8.1.1 (Eq. 12.8 -2) 1.245 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) 0.010 Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) 0.250 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) 0.250 *W At strength level USD (Eq. 12.8 -1) 0.176 IN Working ( 0.7*E ) ASD Diaphragms Cs calc. = Cs max. = Cs min. = Cs use = Vu design = V design = Ev = ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 In ut p A15 Llght- framed wall systems using flat strap bracing BWS Y Y 9.00 ft. 1.501 0.518 6 D 11 13.00 ft. 9.008 9.00 ft. Output 1.000 1.500 1.501 0.777 1.001 0.518 D 0.103 0.517 0.02 0.104 1.001 4 2 3.5 Fpu calc. = 0.250 Fpu min.= 0.200 Fpu max.= 0.400 Fpu design = 0.250 Fp design = 0.175 = Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long -period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F. roof high point (minimum parapet) roof low point (maximum parapet) 0.200 *D = +/ -.2 Sds D (Eq. 12.4 -4) - May be Zero for proportioning foundations. wp = The weight tributary to the diaphragm at that level *wp (Eqs. 12.8 -2 thru 12.8 -6 above) *wp (min. Section 12.10.1.1) *wp (max. Section 12.10.1.1) *wp USD *wp ASD (0.7 *USD) Fn W = Building weight (# or kips) SHEET ho OF Table 12.8 -1 Cu = 1.4 4/6/07 SEISMIC 1 8/21/2008 A cr. G�_n�co�e... 1 •ENV ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS • • PROJECT # PROJECT ' (mac Tr DATE SUBJECT SHEET 1 7 - OF BY 4-o.4JG I,-/ /o - r (So.4) # 7 r, f( i )Zw.a• c S /J p2T Di C G c-r /o.-/ 1w/o CAS. 51(1eArr ("JAL- I-- C "a~ o, o. (,r ( s)) 4 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 - 7560 FAx (206) 522 - 6698 /V 01=4-1 f7= F sf ( ,3 ) . 7psi ( .70 7.3) - 737 V.43o= o. r :(, (A-31 /3a /4 #-1 14 1 1L \ OI /6 G1 20 s11- 1 ; 6 5 r Mint &: 6,30(/o) J _ s67 v 8/6,7 ,� - _ 567 0 11- -x' ST) / & T S ( ►Z3s di) 0'- r- a., (s °°°) Oz.@ (2 5. ) LAT LaA� wAL (12,t31s1 ovr1L 918(4') SzvzM ?`4 C,�r.r�i� 35 9 (Sv )1.7 (9)4' l.s(o. e(.) (G3on4.5 o 0•4)7 8L/ 918(z?) Tltsoctc : ..q �4oa x 1 $.) D.� (1},4 xi.) = --4 tat, FC fOLD muIJ - z y/6 frrt - m,,.. = 4- tvt— c/ie (5) d/ v u ie ( 8)0t/ o ): (/o) alo • • • MODIFY EXISTING RAMP — I S-0 GWO LA It 0 NEW 11 NCH PNITITION 10.4* 13010 0 .. 4- E AND (NI WOMENS TION -) 0 4- (N 6,q3 z z Lii a. , tog' so' = .C Idt NEW 310 DOOR IN EXISTING OPENING REMOVE EXIST. DOOR (20'X20'). REPLACE WITH 1O OVERHEAD DOOR. di5 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS 2001 Edition NOTATION SCREW PROPERTIES GAUGE METAL THICKNESS Number Nominal Gauge Thickness Fu d = nominal screw diameter Designation Dia., d, in. (in.) (ksi) min. dw = the larger of the screw head or washer # 2 0.0860 25 ga. 0.0188 45 diameter, but not larger than 1 /2 "(5/16 "MIN # 3 0.0990 22 ga. 0.0283 45 FS = factor of safety = 3.0 I # 4 0.1120 20 ga. 0.0346 45 Pas = allowable shear force per screw # 5 0.1250 18 ga. 0.0451 45 Pns = nominal shear strength per screw # 6 0.1380 16 ga. 0.0566 65 Pat= allowable tension force per screw # 7 0.1510 14 ga. 0.0713 65 Pnt= nominal tension strength per screw # 8 0.1640 12 ga. 0.1017 65 Ppot = pull -out force per screw # 10 0.1900 Ppm= pull-over force per screw # 12 0.2160 ti = thickness of member in contact 1/4 in. 0.2500 with the screw head NOTE: - t2 = thickness of member not in contact 1.) Screw sizes smaller than # 2 or larger than 1/4" with the screw head are not to be used. Fut = tensile strength of member in contact 2.) The tested shear capacity of the screw shall not with the screw head be less than 1.25 Pns = 3.75 Pas Fu2 = tensile strength of member not in 3.) The tested tension capacity of the screw shall not contact with the screw head be less than 1.25 P = 3.75 Pat. I I E6.3 Shear E6.4 Tension Pas = P ns/3 Pat = P nt/3 For t2/t, < =1.0 Pas shall be taken as the smaller of Pat shall be taken as the smaller of Pas = 1.4 (t d) /2 FU2 Pull - Out Pas = 0.9 tid Fut Pat = 0.283 t2 d Fu2 Pas = 0.9 t2d Fu2 Pull - over Pat = 0.5t,dwFut For t2/t, > =2.5 Pas shall be taken as the smaller of Pas = 0.9t,d Pas = 0.9 t2 d Fu2 I For 1.0< t2/t, <2.5 Pas shall be determined by the linear interpolation between the above two cases ALLOWABLE LOADS (lbs.) SCREW #12 #10 #8 #6 SIZE GAUGE d = 0.216 d = 0.190 d = 0.164 d = 0.138 SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL -OUT 25 (18mil) 75 52 71 45 66 39 60 33 22 (27mi1) 139 78 131 68 121 59 111 50 20 (33m11) 188 95 177 84 164 72 128 61 18 (43mi1) 280 124 263 109 240 94 128 79 16 (54m11) 569 225 400 198 240 171 128 144 14 (68mi1) 600 283 400 249 240 215 128 181 12 (97mi1) 600 404 400 355 240 307 128 258 Min. Edge Dist. and o/c Spacing 11/16 in. 9/16 in. 1/2 in. 7/16 in. SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER. I • ENGINEERS - NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N. E. (SUITE 205) SEATTLE, WA. 98115 SHEET OF Rev. 1/3/00 8/22/2008 nnn -u se, ENV ENGINEERS NORTHWEST, INC., P.S. ' STRUCTURAL ENGINEERS • 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 • • PROJECT # PROJECT le pL Tr SUBJECT ,e"Nc 151". Roar PL 4 k /4 Rouq, G1 D<"tt 2 'Dc 'sE A= So.z9 mo S = //4. zs /n3 778. 03 /N 1 L S 41 C1- o . F Ovrr GiV e r 4LR s DATE SHEET 20 OF BY B,,cr 12 00 2.2ps ,h ft1 oo s �� z� 4e 2.4 " ° e. ?tu /NS V�� :1:31: r Drq t 4 14 • vo's� 3 t sP� -�tik� 2. uPs Mcr,V Gi 5f.J fl7�sc d Ql;C . I. 04 G c.A u■7 2olfio # (0 2osaP; 33(o t, Fb= I c Cwietc ' c - 1>Lon (r., S') 1 , o (Lod 1 .0 = neo �/ 4 OVEx 4 .. ▪ A/c, A/c-7 ADO /1J%0 0 ndYT gk A //VA • 1EN\\T ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS • PROJECT # PROJECT SUBJECT Gv =4 -( ( & 3 /4x3 /t (q ", i? .1+41 42..3)-(' 00-I z s ¢ r SS P SC = 8) S P. Qr (' 0.ti9s(41.3 - 18.95"` Nu uN iT (V) 'DIA 4 AJo e/ ( M - ) D Inc , S. 83 55•1e1K CAlecK $N(.. Z r vtil 04- vLE1cua3 G,I��Ie. poo Tap &A n>' 4/4; 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522 -6698 gPr T. Loc.Ara. U N ETh- 443 1)AG 14 SI%',.wv es.14 VmA 6,u' w . r e,- S340- 2S9 tic= 24 43 ' L ' x (23.'344` rt 2 1ELO) — k•9 (3 " ) Z ( 7-8. I`�> 1 - 33 24 3 DATE SHEET 2I OF BY (e5') 6,3/1.,, 21 � 243. 14 P 0•E^iS(29Mzrz.,7 (G) 24-1 Pr/Or V& f a= 24Oo p.5" /1 2-4.3 / fri z S• i4 S,. 1,✓ B7S 4 z4r 35 N 4 f 1. i' 0. 143); b. Ib93` 014- kf • ENW • SUBJECT ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT# PROJECT ?PI 7" CND F[tzku . / 144.Z3 k- (6) (6) 6,'las, L. (;) 6 4-■4 L 1 L - 2, ' 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522-6698 141.q- I''1Ar = 41.184 V A/A1c' IZ•L,4'` t 4,52.5" w = ?9.5 o.S _ I/. it k• uN,T DATE SHEET ZZ OF BY < fib 1.lT (2400) (0.<30_) ! • I2 0.i /S.lz. ° r / zt 1 0.1 a= C36) CG yr J `vs I �1L ',I GP) - $ p'/2 4210 A. 19-1.7 r 10' 5 _ 410.1-1.-5 !nos c �(t 5') O.ILI 1 flu= 0.143 ,'1- = 0. 1B' ka; ok L F 6 . (a. s`t 047) ? 2 .4 re ok- Z.33 3 K1 '4Y6.1 S 0. (010.1 q cv. its September 16, 2008 Dave Larson City of Tukwila 6300 Southcenter Blvd #100 Tukwila, WA 98188 Dave, Kip Kolodziejski Burgess Design, Inc. • RE: Correction #2 for D08 -412, RPI Tenant Improvement burgess design interiors 0 architecture Based on your correspondence of 9 -15 -08 we have revised the drawings in these regards: Correction #1- We have addressed the loading dock exit issue by providing a second door to the PRI space, a door reserved for exit only. The bollards now direct people out of the building and keep any obstruction from blocking the path of travel. We have changed the exit signage and door schedule accordingly. See A.2A.1, A.2B.1 and A.9.1 Thank you for your attention. Please call me if you have any questions. 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesign.net r September 16, 2008 Kip Kolodziej ski 1326 Fifth Avenue, #500 Seattle, WA 98101 RE: CORRECTION LETTER #2 Development Application Number D08 -412 RPI — 3311 South 120 Place Dear Mr. Kolodziejski: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Buildinz Department: Dave Larson at 206 - 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -412 City of Tukwila Department of Community Development Jack Pace, Director 14014- Jv'Cf- P:Permit Center \Correction Letters \2008008-412 Correction Ltr #2.DOC wer • • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: September 15, 2008 Project Name: RPI Permit #: D08 -412 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Your revised plan in response to correction letter #1 still appears to combine the path to haul freight into this space and the path required to exit this space. The Building Official looked at this proposal and agreed with my comments. It would appear that the wide opening between bollards is for moving freight through the double doors and we would still rather see a separation between the exit and loading area. The possible solution that we discussed earlier was to move the double doors on the other side of where your latest proposal shows bollards, and add a single exit door where the double doors are shown. The bollards could be replaced with a wall that would keep the exit path clear. Since the adjoining tenant does not need this area as a required exit, there are no concerns for them. Please revise the plans to address the concerns noted above or call me if you would like to talk about other options or designs that might work better for your client. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. September 4, 2008 Dave Larson City of Tukwila 6300 Southcenter Blvd #100 Tukwila, WA 98188 RE: Corrections for D08 -412, RPI Tenant Improvement Dave, Thank you for your quick turn around on our plan check. Based on your correspondence of 8 -28 -08 we have revised the drawings in these regards: Correction #1- We have addressed the loading dock exit issue by adding bollards to keep any obstruction in the path of travel. We have also aligned the exit doors so the path of travel is direct. See A.2A.1. Correction #2- We have added the emergency pathway lighting information you have requested. See A.2B.1. Additionally, the client has requested revisions and our working drawing reflects this reque . We have changed the ramp access from the southern existing tenant space to the vestibule from a rated enclosure to a non rated one and from a partial height partition with a ceiling to a full height partition. This allows us to remove the double doors. See A.2A.1. We have analyzed the southern tenant's exiting and show the exit pattern on G.0.0. The actual exit door is only a few feet from our initial exit door. We apologize for the error. 2. A number of finishes were changed for cost reasons. vr. The structural engineer changed some of the stud sizes based on the contractors input. See Structural drawings. �4. A roof top HVAC unit has been added to the project. The structural reinforcement is now on the drawings. See Structural drawings. Thank you for your attention. Please call me if you have any questions. odziejski Burgess Design, Inc. CORRECTION • • burgess design interiors 0 architecture RECEIVED SEP 052008 PERMIT CENTER 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.buryessdesign.net August 28, 2008 Kip Kolodziejski 1326 Fifth Avenue, #500 Seattle, WA 98101 Dear Mr. Kolodziejski: Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -412 • Department of Community Development RE: CORRECTION LETTER #1 Development Application Number D08 -412 RPI — 3311 South 120 Place This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Dave Larson at 206 - 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. P:\Pemrit Center\Correction Letters \2008\D08 -4 Correction Ltr #1.DOC wer Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: August 28, 2008 Project Name: RPI Permit #: D08 -412 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. It appears that two required exits are shown as exiting through the vestibule area that will also function as a loading dock. Please show that the exit from the adjoining space through the new hallway is not a required exit or separate it from the loading dock area. The double doors from the warehouse area of RPI are a required exit and will need to be separated from the loading dock area of the vestibule with full or partial height demising walls. 2. Please add a means of egress path through the warehouse, connecting the exit doors, through the vestibule and through the new hallway. The common path of travel to this path shall not exceed 100 feet and note on plans that this path shall be provided with emergency lighting at intensity levels compliant with section 1006.4 IBC. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -412 DATE: 09 -17 -08 PROJECT NAME: RPI SITE ADDRESS: 3311 S 120 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: ui B Division Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 r PERMIT COORD COPY PLAN REVIEW /ROUTING SLOP Fire Prevention Structural Incomplete APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n Planning Division ❑ Permit Coordinator Not Applicable ❑ No further Review Required DATE: DATE: n DUE DATE: 09-18-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 10-16-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -412 DATE: 09 -05 -08 PROJECT NAME: RPI SITE ADDRESS: 3311 S 120 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued ■ DEPARTMENTS: 61,1S-OS B i ing uivision ► ,. Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -09 -08 Complete Comments: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 • PE COORD COPY • PLAN REVIEW /ROUTING SLIP E Fire Prevention Structural n Permit Coordinator Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Ei n Planning Division Not Applicable U No further Review Required n Notation: REVIEWER'S INITIALS: DATE: U o DUE DATE: 10-07-08 Not Approved (attach comments) 1V Permit Center Use Only G I. gyp, CORRECTION LETTER MAILED: '. 1(0'0(/ (�)� Departments issued corrections: Bldg V Fire ❑ Ping ❑ PW ❑ Staff Initials: L4Y/ ACTIVITY NUMBER: D08 - 412 PROJECT NAME: RPI SITE ADDRESS: 3311 S 120 PL X Original Plan Submittal Response to Correction Letter # DATE: 08 -25 -08 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building�ivis Public Works S � DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete i( Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP !II PERMIT COORD COPY. x 14 Fire Prevention jgd Structural Incomplete Structural Review Required n Approved with Conditions ❑ DATE: DATE: Planning Division Permit Coordinator DUE DATE: 08-26-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 09-23-08 Not Approved (attach comments) i1 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg [ Fire ❑ Ping ❑ PW ❑ Staff Initials 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 ❑ Response to Incomplete Letter # N . Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Sheet Number(s): O - O ) A.2 A' pC "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: j1 j \ t S( Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Date: 9/ M Plan Check/Permit Number: — Z Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. C C RECEIVED O lA SEP 171008 PERMIT CENTER Project Name: F-A Project Address: 3511 S_ k1 1KD 1ZO' fxl_A ��- S,Tikkivoac �(?" all JC� €GIS- Contact Person: �t �J ,L2 -k Z ,\ Phone Number: 20(D �- 012`1 P. � " Summary of Revision: WD YtW &Doc for va•A -L, +? awS fr�^ cur yck C -e - Er -P - r-esS �1 Created: B-13 -2004 • S 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 • Plan Check/Permit Number: p 0 CJ 44"2, Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: 4 ( 1 6 ❑ Response to Incomplete Letter # ® Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: f I Project Address: 33 ti 5 1 2©1 H Contact Person: I' P LLo 09'2At t A: Phone Number: 2 Y ` S -") I LO Summary of Revision: f b r 2 (A r - I t cni uP , 1 qdd e RECEIVED CITY OF TIIKW1 A SEP 0 5 2008 PERMIT CENT(:1~ Sheet Number(s): &• ° • ° • A• VA-1 • 41-6 l , 4-`t . 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: O il Entered in Permits Plus on ° " og lapplicationslforms- applications on 1inelrevision submittal Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 DEVELOPERS SURETY Et INDEMNITY 188965C 05/15/2002 Until Cancelled $12,000.0005/30 /2002 3 DEVELOPERS SURETY Et INDEM CO 188965C 12/29/200005/15 /2002 $6,000.00 08/06/2001 2 DEVELOPERS INS CO 188965C 06/01/199812/29 /2000 $6,000.00 1 DEVELOPERS INS CO 188965C 06/01/1995 06/01/1998 $6,000.00 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company CARROLL CONSTRUCTION INC 4254505545 1426 112TH AVE NE BELLEVUE WA 98104 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601637832 ACTIVE CARROCI055L0 CONSTRUCTION CONTRACTOR 6/20/1995 6/1/2009 GENERAL UNUSED Business Owner Information Name CARROLL, KELLY J Role Effective Date 01/01/1980 Expiration Date Bond Information Insurance Information • I Company I Policy I Effective I Expiration ICancelllmpairedi Page 1 of 2 Received https:// fortress .wa.gov /lni/bbip/Detail.aspx ?License= CARROCI055L0 09/23/2008 GENERAL NOTES ARCH INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID AND/OR ARCHITECT. UNLESS AUTHORIZED IN WRITING BY OWNER AND / 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" Inr" An ..rL1. rwrr. UR SECURE t\ R . UIREU. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE UST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC - ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX - APPROXIMATE MTD - MOUNTED ARCH - ARCHITECTURAL MTL - METAL ACT - ACOUSTICAL CEILING TILE N/A - NOT APPLICABLE AV - AUDIO VISUAL NIC - NOT IN CONTRACT BLDG - BUILDING BOT - BOTTOM NTS - NOT TO SCALE CAB - CABINET OC - ON CENTER OFF - OFFICE CL - CENTER LINE OPNG - OPENING CLG - CLR - CLEAR OVHD - OVERHEAD P - PAINT COL - COLUMN PART - PARTITION CONC - CONCRETE CONF - CONFERENCE PERF - PERFORATED PERIM - PERIMETER DEMO - DEMOLITION PERP - PERPENDICULAR DEPT - DEPARTMENT DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE DIA - DIAMETER PLYWD - PLYWOOD DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL - DETAIL RA - RETURN AIR DW - DISHWASHER RCP - REFLECTED CEILING PLAN DWG - DRAWING REC - RECESSED EA - EACH REF - REFERENCE n - El_� /ATCI7 oCi c REFRIGERATOR' .IV . !lt_I 1♦ I\u I\Iro�IV�IVn ELEC - ELECTRICAL REL - RELOCATE ELEV - ELEVATION EQ - EQUAL REV - REVISION OR REVISED EQUIP - EQUIPMENT RM - ROOM RO - ROUGH OPENING - _ "` " EXT - EXTERIOR RTD -RATED No c FA -FIRE ALARM SCHED - SCHEDULE r FD - FLOOR DRAIN SF - SQUARE FEET/FOOT FE -FIRE EXTINGUISHER SHT -SHEET P9TE: FEC - FIRE EXTINGUISHER CABINET FFE - FINISH FLOOR ELEVATION S - SIMILAR arid 1. PROJECT ADDRESS: RPI IMTGan TC •AQT - BUILDING ) ��I SUITE 3311 SOUTH 120TH TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2006 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2006 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VN FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: F -1 (EXISTING) WITH ACCESSORY USED 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 1,323 TOTAL APPROXIMATE SUITE AREA: 10,233 OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: 102 SUITE, 13 NUMBER OF EXITS REQUIRED: 2, 2 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3' -8" n nuunII nATi I r% r rnnrnc' Tr]A \/r 1 . -iCI VVIVIIVIVIV (/11r1 VI EVREJJ IRl1VCL: /:J �_ + °+ Al j'� � I 1 s�J EIer;trlCE ✓j►�lurr7bing ( U Gas Piping City of Tukwila BUILDING DIVI --- FACILITIES - 2003 TO SUPPORT MAIN USE AREA OF WORK ; �I TENANT: GENERAL CONTRACTOR: REISHLING PRESS INC. CARROLL CONSTRUCTION .I r+7/�t .,. P'1AI A \/ r. r11 \/r n/. r.Y . /GV GATEWAY URIVE i4co i i�ln AVE SE TUKWILA, WA 98168 BELLEVUE, WA 98004 TEL: 541.953.1854 Tel: 425.450.5545 ATTN: GARY HORSFALL Fax: 425.450.5549 ATTN: KELLY CARROLL ARCHITECT /DESIGNER: CARROC1055L0 BURGESS DESIGN, INC. 1326 - 5TH AVENUE, SUITE 500 SEATTLE, WASHINGTON 98101 PLUMBING ENGINEER: TEL: 206.587.7120 TBD - Bidder Design Build by G.C. FAX: 206.587.7122 ATTN: KIP KOLODZIEJSKI MECHANICAL ENGINEER: TBD - Bidder Design Build by G.C. BUILDING MANAGER: SABEY ELECTRICAL ENGINEER: 12201 TUKWILA INTERNATIONAL BLVD. TBD - Bidder Design Build by G.C. SUITE 400 SEATTLE, WA 98168 FIRE /LIFE SAFETY ENGINEER: TEL: 206.281.8700 TBD - Bidder Design Build by G.C. FAX: 206.281.0920 ATTN: SANDRA SUSKIC STRUCTURAL ENGINEER: ENGINEERS NORTHWEST 6869 WOODLAWN AVE NE PLUMBING, MECHANICAL, ELECTRICAL, SEATTLE, WA 98115 LIFE SAFETY PERMITS UNDER SEPARATE TEL: 206.525.7560 SUBMITTALS. FAX: 206.522.6698 ATTN: HENRY PANGELINAN 6. PROJECT DESCRIPTION: � NON- STRUCTURAL INTERIOR TENANT IMPROVEME�NI ®� aaLumen:does � A L DESCRIPTION S C R I P T 10 N PARCEL N O E • NEW _PARTITIONS - DOORS ~ - FINISHES. � . i SlO IS �_ ` ' Pf r r yr a z�wl��rov 1 LEGAL DESCRIPTION t s all be made to thn scone work without prior appro`1'al of -�. Tukwila Building Division. Revisions will require a ne plan submittal may include additional plan re wig +xa fee:). ° G Sl1 ., � NE OF THE SE OF THE SE OF THE SE OF SECTION 9 AND � ' tWCtlo d 0� � s - GOVERNMENT LOT 15 AND SW OF THE SW OF SECTION 10 T23n., ti} ' �'" r? ad oro R4E., W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON a I Y opted code orort3l0�, of � 811d� �S * ARCEL NUMBER aC�tPto - 102304- 9078 -05 �y SPEC - SPECIFICATION FIN - FINISH SPKLR - SPRINKLER FLUOR - FLUORESCENT SPKR - SPEAKER FLR -FLOOR FO - FACE OF STD - STANDARD FDIC - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR STL -STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR STRL - STRUCTURAL PURR - FURRING 5TRUC - STRUCTURA GA - GAUGE SYMM - SYMMETRICAL GC - GENERAL CONTRACTOR TBD - TO BE DETERMINED GL - TELEPHONE OR TELECOM GLASS TEL - GWB - GYPSUM WALLBOARD TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB _ - TYPICAL TYP NCL - INCLUDED OR INCLUDING UON - UNLESS OTHERWISE NOTED INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION VCT -VINYL COMPOSITION TILE LAV - LAVATORY VIF - VERIFY IN FIELD LF - LINEAR FOOT w/ -WITH MATL - MATERIAL WC -WATER CLOSET MAX - MAXIMUM - WOOD MDF - MEDIUM DENSITY FIBERBOARD W/0 - WITHOUT - �- �-� - STREET MAP Date: -� ��,� DRAWING I N D E X elf of Tukwila DRAWING ISSUED ������ Q� `� co h Q 1 . ��(�� 31v0 z .65 8/25/08 90/t/6 19 Duwarni GENERAL River X X X G.0.0 COVER SHEET / PROJECT INFORMATION . X X G.0.1 PROJECT NOTES Hwy, 599 � X X G.0.2 SITE PLAN cr r, Q ARCHITECTURAL / INTERIORS � `-_' X X X A.2A.1 CONSTRUCTION PLAN / II. ` ` ; X X X A.28.1 REFLECTED CEILING PLAN Q t P X X A.2C.1 POWER & DATA/FINISH PLAN � - �' � X X X A.9.1 D0012 SCHEDULE SIDELIGHT SCHEDULE DETAILS / / X X A.9.2 D1 - TAILS X X A.9.3 MILLWORK / DETAILS " Ill_ ' % STRUCTURA L. �/, X X SO.1 GENERAL NOTES -_ a; X X 51.0 PARTIAL ROOF PLAN & OFFICE FRAMING PLAN Q X X 52.0 TYPICAL DETAILS & SECTIONS X X S3.0 TYPICAL DETAILS & SECTIONS X X S3.1 SECTIONS DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE - NTS A. DEFINITIONS: ALL EXITS ARE EXISTING o a EXIT Di _ 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B, DIMENSIONS: • iiiiiii �. Ifni! ° . ° �`` ° ° a a ° ° ° ° � . r 7 ° s N I " EXIT PATTERN ;, FOR NEW T.I. ®� l' i AREA OF WORK . - y, SYMBOLS R MI a EXIT ° (- ® - . 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. S MALL S CALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE SHALL BE MAIAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF ". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. ELEVATION REFERENCE SYMBOL i + INDICATES FINISHED �{ ° ° t_ - - - - A �� -.- = l XIT EXIT PATTERN L SURFACES TO ALIGN U DETAIL ID DRAWING TITLE BAR A.O6.XX DETAIL IDENTIFICATION L ° R DRAWING TITLE SHEET NO. GRAPHICAL SCALE D SECTION REFERENCE SYMBOL TITLE r I I I fil FOR EXISTING PA �� \L, t 11.E S PACE BASED ON 2000 T.I. ° 1" ° ° 1 so11 ®� 1111 o�"iir ,.: , o a ' s• '� ( � _/ DTL FLOOR ELEVATION SYMBOLS � �_ rl " _ ® 92' -0 +1' -0" NOMINAL FLOOR " r'� h..REQUEMENTS • r DETAIL DTL REFERENCE SYMBOL BUILDING ./ P°(BOVE/BELOW) SPACE / ROOM ID �!�. ° D ° pillillid a �, - r RECEIVED CITY OF TUKWILA SEP :17 2008 SHT OFFICE - --60-- SPACE NAME � • rrrr�"rrrrrrr! D „ D ' COLUMN AND /OR GRID LINE SYMBOL ( 1127 -- - 1 '. SPACE NUMBER DIMENSION LINE: 20' - 0 " DOOR A SYMBOL ¢ o o ,; MO. Iu` r = = 1 PERMIT CENTER ""' 'S =' II . s i I I Q DOCUMENT SHEET SYMBOL 0' -- - - - KEYED SHEET NOTES / ANGLE G1 - z © AT GLAZING SYMBOL Q CENTERLINE --1-- � :. 3 ,_I EXIT REVISION NUMBER Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 burgess design 1326 Fifth Avow Suite 500 . 5c ttle. WA 88101 TEL: 20 6.527.7120 FAX:205. 587.7122 All reproduction & intellectual property rights reserved c 2008 Approved by: City of Tukwila 11 ) 3j 4C N ' S)1E ‘ 7 0 6 CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS, CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CON §TRUCTION DOCUMENTS, SHALL BE INTERPRETED B, THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal No. Issue Description Drawn by: TS PERMIT SET REVISION REVISION Project No: 08- SB07 -00 interiors architecture REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON 7196 CORRECTION Reviewed by: KK Date: Date 8/25/08 9/4/08 9/ 16/08 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR DONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. DMSION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYS I EMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. VERIFY ALL BUILDING CONSTRUCTION RULES WITH BUILDING MANAGEMENT. 12. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL UNES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 13. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 14. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL UKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. DMSION IL - SITE WORK 02050 - DEMOUTION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DMSION VI ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL - PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE VINYL, UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1 -1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO UNE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPUANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DMSION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEIUNG WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEIUNG WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEIUNG TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12' -0 ". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEIUNGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS, COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10' 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DMSION XII - FURNISHINGS 12500 - WINDOW TR TMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI - BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DMSION XV - MECHANICAL, 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABIUTIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 1_5800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER' GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPUCABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEIUNG TILE, UON. 4. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 5. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING - HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY UGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL RE- CIRCUIT AND RE- SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. RECEIVED SEP 0 5 NOB PERMIT OENTEI" Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 burgess design i nteriors ®architecture 1328 Fifth Avenue Suile 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2008 vicVVtu mac :ODE COMPLIANCE VE SEP 2 3 2008 dty Of Tukwila BUILOING l IS ON Professional seal No. Issue Description Drawn by: TS PERMIT SET REVISION Project No: 08- SB07 -00 PROJECT NOTES 7196 REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON Reviewed by: KK Date 8/25/08 9/4/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 0 8 16' 24' SITE PLAN -NOT A LEGAL SURVEY 1 / = 1'— 0" ECE VED SEP 0 5 2008 PERMIT CENTEI Tenant: RPI . INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 burgess design interiors Q architecture 1326 Fifth Avenue Suite 500. Seattle. WA 68101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description PERMIT SET REVISION SITE PLAN REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON 7196 Drawn by: TS Reviewed by: KK Project No: 08— SB07 -00 Date 8/25/08 9/4/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 O CONSTRUCTION PLAN O 1116/i,t \41111kaalb• ±It► z H U) X W T-4" El E // 106 WAREHOUSE AND FABRICATION ACCESS RAMP 102 tr Ck OF PURLINS /BEAM ABOVE a I 3 104 103 I a I 105 r. WOMENS MENS 103 I w 4 I I a I I i a AREA OF 'WORK f-%1 =� vvur h\ e O i SYMBOL LEGEND f EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITAL HEIGHT PARTITION CONSTRUCTION, PER DETAIL K /A.9.1 NEW INTERIOR FULL HEIGHT PARTTON, PER DETAIL J /A.9.1 NEW EXTERIOR PARTITION, PER DETAIL J /A.9.1 F.E. GLASS W/ FRAME I— FRAMELESS GLASS NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS NEW OR EXISTING FIRE EXTINGUISHER GENERAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. KEYED SHEET NOTES EXISTING OVERHEAD DOOR TO BE REMOVED. PARTIAL HEIGHT PARTITION TO GO UP TO 11' -0" A.F.F. SEE STRUCTURAL SHEETS. NOT USED Z\ EXISTING WOOD RAMP TO BE RELOCATED AS INDICATED. RELOCATED PORTION OF WOOD RAMP, ALTER AS NECESSARY. NEW TUBE STEEL COLUMNS. SEE STRUCTURAL SHEETS FOR ALL INFORMATION. NEW PAINT GRADE METAL HANDRAILS MOUNTED 34" -38" OFF RAMP OR LANDING AND WITH 12" EXTENSION MINIMUM AT ENDS. SPACE HAS EXISTING HEATING AND COOLING. SPACE IS FULLY INSULATED AT WALLS AND CEILING. ALL SURFACES SHALL RECEIVE 3/4" PAINTED ADX PLYWOOD SHEETING AS PROTECTION FOR CARTS ETC. 4" STEEL BOLLARDS 36" HIGH BOLTED TO SLAB. 11 THIS DOOR SHALL BE AS FAR NORTH AS POSSIBLE IN EXISTING STRUCTURE. HVAC NOTES 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS. AND. CASED. OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. PROVIDE ELKAY CELEBRITY SINGLE BOWL SINK, MODEL GECR2521 L/R AND KOHLER TRITON /FINESSE SINK FAUCET K- 7776 -K WITH K- 16012 -5 TRITON WRISTBLADE LEVER HANDLES OR MOEN CHATEAU ONE HANDLE KITCHEN FAUCET MODEL #7445 OR APPROVED EQUAL PROVIDE CUT SHEETS FOR REVIEW. 9. ACOUSTICAL BATT INSULATION FULL HEIGHT. PROVIDE ACOUSTICAL SEALANT BOTH SIDES OF WALL AT BASE. PROVIDE ACOUSTICAL TAPE AT WALL HEAD. 1. HVAC CONTRACTOR IS TO PLACE (1) NEW HVAC UNIT ON ROOF. LOCATIONS AND NOTES. SEE STRUCTURAL DRAWINGS FOR 1 o • RECEIVED CITY OF TUKWILA SEP 17 1008 PERMIT CENTER Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 burgess design 1326 Fifth Avenue Suitt 500 . Softie . WA 00101 TEL: 206.587.7120 FAX:205. 587.7122 All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description Drawn by: TS Reviewed by: KK Project No: 08- SB07 -00 CONSTRUCTION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced PERMIT SET REVISION REVISION 7196 interiors Q architecture REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON Date 8 9/4/08 9/ A.2A.1 Air Air I I I i 0 '� I EQ. I EQ. REFLECTED CEILING PLAN 8' 16' 24' SEE G.0.0 FOR EXITING OF THIS EXISTING TENANT SPACE. 1/8" = 1'- 0" A CEILING LEGEND -- LIGHTING SYMBOL N/R N = NEW R = RELOCATED (3) =NEW SYMBOL NEW OR RELOCATED 1' X 4' SURFACE MOUNTED FLUORESCENT FIXTURE. EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL NEW B/S EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. EMERGENCY EGRESS PATHWAY. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING PER IBC 1006.4. DESIGN BASED ON 9.2.08 PRINTING EQUIPMENT LAYOUT. VERIFY FINAL LAYOUT W/ TENANT. W NEW GWB CEILING NEW B/S FAN CEILING LEGEND - CONTROLS DESCRIPTION NEW SWITCH LOCATION. ( DA I ono CL__IEET .i/"1TCC` VL_IVGI \fr !_ F \V( .3n LL. I INLJ I LJ 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCH'S IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED 6. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 7. CONTRACTOR SHALL MODIFY EXISTING /MAC AS NEEDED FOR CODE REQUIREMENTS. KEYED SHEET NOTES 1O RELOCATE EXISTING LIGHTING AS NEEDED. I> NOT USED ROOF TOP HVAC THE DESIGN BUILD CONTRACTOR REQUIRES A ROOF TOP HVAC UNIT. SEE STRUCTURAL PLAN FOR ROOF CONSTRUCTION. LIGHTING SUMMARY 2004 Energy Code Compliance Form LIGHTING SUMMARY Project Info Project Address: Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 5TH AVE, SUITE 500 SEATTLE WA 98101 Applicant Phone: 206.587.7120 Project Description Compliance Option Aiteration Exceptions (check oppro p box) Date 8/25/08 LTG -SUM 2004 For Building Department Use O New Bucking 0 Adcition ® Attention O Prescrlptive 0 Lighting Power Allen once 0 Systeme Analysis (See Quaification Checklist (over). Indicate Prescriptive & IPA spaces cieady on pans.) O No changes are being made to the lighting O Less than 60% of the factures are new and installed lighting wattage is not being increased MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) Location (fkror /room no.) FIRST FLOOR FIRST FLOOR Occupancy Description INDUSTRIAL B OFFICE, RESTROOM, CORRIDOR a From Table 15-1 ( over) — document all exce,tkm token from footnotes Mowed Watts per S.F.# 1.0 .8 Area in S.F. 1,045 278 Total Mowed Watts Mowed X Area 1,045 222 1,267 PROPOSED LIGHTING WATTAGE (INTERIOR) Location (flow /room no.) DESCRIPTION /SPEC Fixture Description (May not exceed Total Mowed Watts for Interior) Number of Fixtures Watts/ Fixture Watts Proposed FIRST FLOOR 1X4 FLUORESCENT LIGHT FIXTURE 15 48 Total Proposed Watts may not exceed Total Allowed Watts for Intertor Total Proposed Watts 720 720 1 i RECEIVED CITY OF TUKWILA SEP 1 7 2008 PERMIT 'CENTER Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 burgess design l interiors t architecture 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description PERMIT SET REVISION /9\ REVISION Project No: 08— SB07 -00 7196 KIP G. e>OLODZ1EJSKl STATE Or WASHINGTON Drawn by: TS Reviewed by: KK REFLECTED CEILING PLAN Date 8/25/08 9/4/08 9/16/08 Original drawing is 24' x 36 ". Scale entities accordingly if reduced A.2B.1 ihi E__ A) POWER AND DATA /FINISH PLAN 16' 24' ACCESSORIES EQUIPMENT FINISH SPECIFICATIONS SYMBOL BASE 18 -1 I VINYL COMPOSITION TILE vcr- ARMSTRONG SHEET VINYL PL -1 TBD TBD 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: MATCH EXISTING BUILDING STANDARDS OR CONDmONS COLOR: TBD PLASTIC LAMINATE COLOR: TBD O VERIFY FINISH WITH BUILDING MANAGEMENT I P -2 I P -3 SYMBOL <Ge —T' GB -3 SYMBOL <UR -1> 4Av -1> FIXTURE ADA— COMPLIANT KOHLER CORALAIS SINGLE — CONTROL CENTERSET LAVATORY FAUCET K- 15198 —P WALL MOUNTED SOAP DISPENSER BOBRICK B -2111 CLASSIC SERIES SURFACE — MOUNTED TOILET SEAT COVER DISPENSER BOBRICK B -4221 SURFACE — MOUNTED MULTI —ROLL TOILET TISSUE DISPENSER BOBRICK 6 -2740 SURFACE— MOUNTED SANITARY NAPKIN DISPENSER BOBRICK B- 435009 PARTITION MOUNTED, SANITARY NAPKIN DISPOSAL BOBRICK, 6 -270 SEMI — RECESSED PAPER TOWEL DISPENSER AND TRASH RECEPTACLE BOBRICK B -4394Y GRAB BAR ® 36" x 1 1/2' BOBRICK 6806 SERIES GRAB BAR 0 42" X 1 1/2" BOBRICK B -6806 SERIES OR SIMILAR. VERTICAL GRAB BAR 0 18" X 1 1/2" BOBRICK B -6806 SERIES FIXTURE ADA- COMPLIANT TOILET— AMERICAN STANDARD AFWALL ELONGATED FLUSH VALVE TOILET 2257.103 MANUAL FLUSH VALVE— SLOAN ROYAL MODEL 111 LOW CONSUMPTION ADA— COMPLIANT URINAL — AMERICAN STANDARD ALLBROOK URINAL 6541.132 MANUAL FLUSH VALVE— SLOAN ROYAL MODEL 186 -1 LOW CONSUMPTION ADA COMPLIANT KOHLER PINOIR WALL —MOUNT LAVATORY K- 2035 -4 MANUFACTURER ROPPE BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE DESCRIPTION 4 "h COVED RUBBER BASE. 120' ROLLED GOODS COLOR: MATCH BUILDING STANDARD BUILDING LOBBY AND HALLWAY GWB EGGSHELL FINISH COLOR: MATCH EXISTING BUILDING STANDARD RESTOOM / SHOWER ROOM WALLS AND CEILING MATCH EXISTING BUILDING STANDARD FINISH TYPE COLOR: MATCH EXISTING METAL FRAME SEMI —GLOSS FINISH COLOR: MATCH EXISTING BUILDING STANDARD GENERAL FINISH NOTES 1. REFER TO ELEVATIONS AND DETAIL SHEETS. 2. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 3. REFER TO F /A.9.3 FOR ENLARGED FLOOR PLAN. FE] GFI T WALL MOUNTED DEVICES SYMBOL DESCRIPTION EXISTING TO REMAIN DUPLEX OUTLET (if DENOTES MOUNTING HT IN INCHES) QUADRAPLEX OUTLET DEDICATED DUPLEX OUTLET DEDICATED QUADRAPLEX OUTLET VOICE & DATA COMBINATION OUTLET DATA OUTLET VOICE OUTLET ACCESS CONTROL SYSTEM (BY OTHERS) VERIFY TYPE WITH TENANT AND SYSTEM REQUIREMENTS WITH TENANT AND BUILDING MANAGEMENT. MISC. NOTATION DENOTES A GROUND FAULT INTERRUPT CIRCUIT DENOTES TIMER GENERAL SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDMON OF ALL EXISTING OUTLETS NOTED TO REMAIN. 3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDFONS ADDITIONAL P /P /D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE /DATA REQUIREMENTS WITH TENANT. KEYED SHEET NOTES SEE DETAIL K /A.9.3 FOR FIXTURE MOUNTING HEIGHTS. SEE ELEVATIONS ON A.9.3 FOR EXTENT OF TILE. +AEVIL1/11 :i) ( CODE COMPLIANCE APPROVED SEP 2 3 2008 City Of Tukwila RECEIVED SEP 05 2008 PERMIT CENTEF Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 981.68 e , burgess design 1326 Fifth Avenue Suite 500 . Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description PERMIT SET A I \ REVISION interiors O architecture 7196 REGISTERED ARCHITECT KIP 0.,GOLODZIE.ISKI STATE OF WASHINGTON Drawn by: TS Reviewed by: KK Project No: 08— SB07 —O0 POWER & DATA/ FINISH PLAN Date 8/25/08 9/4/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2C.1 U 71 PARTITION INTERSECTION DETAIL 1/4" 1/2" 4" 8" 12" 12" FLOOR TO DECK PARTITION PAPER CORNER REINFORCEMENT, TYP. ACOUSTIC INSULATION AS REQUIRED METAL STUDS 5/8" GYP. BOARD BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK CEILING AS SCHEDULED 3 = 1' -0" SEE STRUCTURAL SHEET FOR STUD REQUIREMENTS 1 LAYER OF 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS. INSULATION UON ON PLANS POWDER DRIVEN FASILNER 0 24 "oc MET RUNNER TRACK SEALANT CONCRETE SLAB 3" = V_0" DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW - 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLANT, EI cVATION, OR LVK IVN AS PER MCPV A L Q ViL . 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. GENERAL DEVICE ALIGNMENT AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH FINISHED FLOOR TELEPHONE OUTLET ELECTRICAL OUTLET SEE STRUCTURAL FOR CEILING TO WALL ATTACHMENT AND PARTITION. i t. A. .1. A.. _A. All ACOUSTICAL INSULATION FRAMING SPEC PER STRUCTURAL SHEETS 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED PARTIAL HEIGHT PARTITION 0" 4" 8 " 12" NTS 3" = 1' -0" 'L NOT USED 0" 4" 8" 12" A 3" = 1' -0" DOOR & HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. HARDWARE GROUP HARDWARE GROUP GROUP 1 EXISTING HARDWARE GROUP 2 PARIED, ENTRY LOCKSET NON —RATED HARDWARE 1 ENTRY FUNCTION LOCKSET 1.5 PAIR HINGES 0 7' -0" DOORS 2 PAIR HINGES 0 8' -0" DOORS 1 AUTOMATIC FLUSH BOLT 1 DUST PROOF STRIKE 1 ASTRAGAL — FULL— LENGTH 2 DOOR CLOSERS 1 COORDINATOR — FULL— LENGTH OR SEQUENCER 2 FLOOR— MOUNTED DOOR STOPS 2 KICK PLATES BOTH SIDE REMARKS none to z .,iwuf J 2 GROUP 4 SINGLE, PASSAGE LATCHSET NON —RATED GROUP 5 OVERHEAD DOOR HARDWARE NON —RATED DOOR SCHEDULE 100 101A 103 C A 5 2 4 B/S WAYNE DALTON C -24 Nor, a1C • —0 —0 . 104 105 DOOR 10' -0" 12'-0" 3' -0" 7' -0" 1 —I " 3' -0" 7' -0" 3' -0" 7' -0" —0 HM —," H - 0OW ET. DI A A 4 4 1 PASSAGE LATCHSET 1.5 PAIR HINGES 1 WALL — MOUNTED DOOR STOP PROVIDE B/S OVERHEAD DOOR HARDWARE W/ ELECTRIC OPENER. SEE EXISTING CONDmONS. M HM HM HM 2 cc MOTORIZED OPERATION A WOOD DOOR WOOD DOOR WOOD DOOR DOOR TYPES SINGLE, ENTRY LOCKSET NON —RATED 1— C9 W WIDTH A PAINTED HOLLOW METAL FRAME SEE SCHEDULE WIDTH C 1 ENTRY FUNCTION LOCKSET 1.5 PAIR HINGES 1 DOOR CLOSER 1 FLOOR— MOUNTED DOOR STOPS 1 DEAD BOLT LOCK U VALUE 0.136 OR LESSER B/S WAYNE DALTON C -2 E = EXISTING, MATCH ALL EXISTING CONDmONS ALL EXTERIOR DOORS TO MATCH EXISTING COLORS. ALL EXTERIOR DOORS SHALL BE INSULATED ROLL —UP DOORS: U = 0.136 OR LESSER H.M. DOORS: U = 2.6 OR LESSER WIDTH B PAINTED HOLLOW METAL FRAME SEE SCHEDULE 1-Evicvvcu n..d m CODE COMPLIANCE APPROVED SEP 2 3 ?Ha City Of Tukwila WILDING DIVISION RECEIVED CITY OF TUKVVILA SEP 17 2008 PERMIT CENTER Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE WA 98168 Drawn by: TS burgess design 1926 Fifth Avenue Suite 500. Seattle. wA 93101 TEL: 208.587.7120 FAX:205. 587.7122 All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description PERMIT SET REVISION /7\ REVISION Project No: 08— SBO7 —OO interiors O architecture 7196 REGISTERED ARCHITECT ICIP G. COLODZ1EJSKI STATE OF WASHINGTON Reviewed by: KK Date 8/25/08 9/4/08 9/16/08 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W CASEWORK & EQUIPM WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR TYPICAL ANCHOR BRACKET FRAMING NTS q,) NEW OVERHEAD DOOR 0 TYPICAL MTL. STUD ANCHOR BRACKET NOTES; 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WfTH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. ./// //// NEW EIFS CONCRETE WALL (V'\ K EXTERIOR ELEVATION If If 12" PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS END OF PARTITIONS. 3-#8 PAN HEAD S . MTL SCREWS 6 "x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6 "MIN BEYOND MOUNTING POINT EACH DIRECTION. NEW DOOR NTS 1/4" = ►��l rtt t t , , , II r ? T ttI t I EXIST. BUILDING HEIGHT EXIST. CONCRETE WALL r NEW EIFS CONCRETE WALL V EXIST. CONCRETE DRIVEWAY Fl EXTERIOR WALL SECTION " NEW OVERHEAD DOOR EXIST. CONCRETE SLAB AND FOUNDATION 12" 3/8" = 1 0" 1(2, NEW 3/8" EIFS CONCRETE FINISH NEW 3/4" FOAM BACKER NEW LT. GAUGE FRAME SEE STRUCTURAL SHEETS NEW 5/8" GWB NEW 5 1/2" BAIT INSULATION FOR R -19 INSULATION EIFS DETAIL 0 4" 8" ti NEW BREAK METAL NEW TUBE STEEL SEE STRUCTURAL 12" SHIM AS REQUIRED EXISTING CONCRETE PANEL NEW ROLL DOWN DOOR JAMB NEW ROLL DOWN DOOR 12" NOTES: ALL FINISHES PAI TO MATCH EXISTING HEAD DETAIL SIMI JAMB SHALE MATCH EXISTING CONDfTION OVERHEAD DOOR JAMB DETAIL 3 " = 1'— 0" Vin VCU rk.)Ert CODE COMPLIANC D APPROVED SEP 2 3 200a RECEIVED SEP 05 2008 PERMIT CENTEF 3 " =1 -0" Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 e•1 burgess design interiors Q architecture 1326 Fifth Avenue Suite 500 . Seattle. WA 98101 TEL: 206.587.7128 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description KIP 0. KOL« tDZIEJSKI STATE OF WASHINGTON PERMIT SET REVISION 7196 R EGISTERED ARCHITECT Date 8/25/08 9/4/08 City Of Tukwila JJL MNG DIVISION Drawn by: TS Project No: 08— SB07 -00 DETAILS Reviewed by: KK Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.2 0 0 0 0 0 0 L 6" MAX. 3' -0 CLR FOR REF 3' CLR. BREAK ROOM ELEVATION �HJ 0 0 2 '_ 1 " a M N r EQ. 6' -0" EQ. ADA COMPLIANT SINK & FAUCET Iv 2' -0" CLR. FOR D.W. ADA SINK SECTION r 0 1" 2" 3" N 1' -9" LINE OF CEILING ADJ. SHELVES W/ MELAMINE FINISH TASKLIGHT- WHERE OCCURS PER ELECTRICAL PLAN N ■ - CONTERTOP W /PLASTIC LAMINATE PER FINISH SCHEDULE PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED - REFER TO PLUMBING DWGS PLUMBING BOOT AS REQ'D FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. ADA COMPLIANT DISHWASHER PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR LOCK WHERE INDICATE ON ELEVATIONS PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. BASE AS PER SCHEDULE. TURN INSIDE 0 CABINET OPENING, TYP. LINE OF CABINET (BEYOND) 3/8" = 1 0" 1 -1/2" = 1'— 0" ENLACED RESTROOM PLAN 39"-41" <TPD -- <G B —1> <GB -2> W.C.- —0 MAX <GB -3> O O F-- LAV. FIXTURE MOUNTING HEIGHTS 3/8" = 1'- 0" MIRROR NON HC ACCESSIBLE URINAL NTS RESTROOM ELEVATION 0— 0 NON HC ACCESSIBLE W.C. SEE DETAIL 'K' FOR MOU HC ACCESSIBLE W.C. N Z r7 N PAINT P 2 X 0 8" MIN -• —! 6" MAX // /TOE CLEARANCE TYPICAL ABBREVIATIONS 1' - MIN DEPTH / f AC CH GB PTD SCD SD SND RESTROOM ELEVATION ACCESSIBLE ACCESSIBLE COAT HOOK GRAB BAR PAPER TOWEL DISPENSER SEAT COVER DISPENSER SOAP DISPENSER SANITARY NAPKIN DISPOSAL N SNV TPD PTD/WR 0 0 rug: CODE PPROVED SEP 2 3 2000 SANITARY NAPKIN VENDOR TOILET PAPER DISPENSER PAPER TOWEL DISP./WASTE REC. City Of Tukwila y BUILDING DIVIflO RECEIVE' SEP 05 2008 PERMIT CENT& Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98168 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 burgess design 1326 Fifth Avenue Suite 500. Se the . WA 08101 TEL: 206,587.7120 FAX:206, 587.7122 All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description PERMIT SET / I \ REVISION interiors Q architecture REGISTERED ARCHITECT KM 0. I(OLOOZIEJSKI STATE OF WASHINGTON Drawn by: TS Reviewed by: KK Project No: 08- SB07 -00 MILLWORK DETAILS Date 8/25/08 9/4/0 Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.3 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - RPI T.I. at Intergate East, Building 2, Tukwila, WA 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code (IBC) Code supplement & Date - ASCE 7 -05 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load e. Dead loads f. Load Combinations See snow load Basic ground snow load - Pg = 25 psf Basic roof snow load - Pf = 25 psf Thermal factor - Ct = 1.0 Importance factor - Is = 1.0, Snow exposure factor - Ce = 1.0 Ss = 1.501, S1 = 0.518, Ie = 1.0, Site Class "D" and Seismic Design Category = "D ", Seismic Use Group I. SOS = 1.001, SD1 = 0.518. Equivalent Lateral Force Procedure used. Mech. & Refrigeration unit loads will be picked up at the point of the units & transferred into the lateral system. Sprinkler lines will be braced to top of girders or top chord of steel truss, by the sprinkler contractor. Basic wind speed (3 sec.gust) = 85 (mph) - Exposure B Importance factor Iw = 1.0. Internal pressure coefficient GCpi - +/- 0.18 Weight of structure. All Code required load combinations are to be used in the building design. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A 992 (Fy= 50,000 PSI) OTHER SHAPES & PLATES ASTM A 36 (Fy= 36,000 PSI) TUBE SHAPES ASTM A 500, GRADE B (Fy= 46,000 PSI) PIPE SHAPES ASTM A 53, TYPE E OR S, GRADE B (Fy= 35,000 PSI) WELDHEAD STUDS ASTM A 108 (Fy= 50,000 PSI) ANCHOR BOLTS ASTM F 1554, GRADE 36 (Fy= 36,000 PSI) HIGH STRENGTH BOLTS ASTM A 325 BASE PLATE GROUT ASTM C 1107 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" (6/23/00). ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. MEMBERS DESIGNATED "POSTS" ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND ECCENTRIC LOAD. LIGHT GAGE STEEL FRAMING STUDS AND TRACKS CONFORM WITH ASTM C 955. MATERIAL CONFORM WITH ASTM A 653, GRADE 33 FOR 18 GAGE AND LIGHTER, GRADE 50 FOR 16 GAGE AND HEAVIER. GALVANIZED PER G60. SIZES AS NOTED ON DRAWINGS. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. ABBREVIATIONS ARCH. BAL. BTWN. B. OR BOT. BLDG. B.O.C.A. = ARCHITECT = BALANCE = BETWEEN = BOTTOM = BUILDING = BUILDING OFFICIALS CODE ADMINISTRATORS BRG. = BEARING C.M.U. = CONCRETE MASONRY UNIT COL. = COLUMN CONC. = CONCRETE C.I.P. = CAST IN PLACE CLR. = CLEAR CONT. = CONTINUOUS C.J. = CONSTRUCTION JOINT C.S.J. = CLOSURE STRIP JOINT D.S. = DRAG STRUT DWGS. = DRAWING EA. = EACH E.E. = EACH END EL. OR ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E.F. = EACH FACE E.J. = EXPANSION JOINT EQ. = EQUAL E.S. = EACH SIDE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.O.S. = FACE OF STUDS F.O.W. = FACE OF WALL FTG. = FOOTING GA. = GAGE GALV. = HOT DIP GALVANIZED G.W.B. = GYPSUM WALL BOARD H. OR HORIZ. = HORIZONTAL I.C.B.O. = INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I.F. = INSIDE FACE INC. = INCLUDING I.S. = INSIDE FACE K = KIP (1000 POUNDS) L.W. = LONG WAY M.B.S. = METAL BUILDING SUPPLIER M.R.S. = METAL ROOF SUPPLIER N.F. N.T.S. o/c O.F. O.S. O.T.O. REINF. REM. R.O. SECT. SIM. S.J. STL. SYMM. S.W. T. T.O.B. T.O.S. T.O.F. TYP. U.B.C. U.N.O. VFY. V. OR VERT. V.F.F. V.E.F. V.I.F. V.N.F. V.O.F. w/ w/o W.H.S. IE. STRUCTURAL DRAWINGS INDEX 50.1 GENERAL NOTE. S1.0 PARTIAL ROOF FRAMING PLAN. OFFICE FRAMING PLAN. S2.0 TYPICAL DETAILS AND SECTIONS. S3.0 TYPICAL DETAILS AND SECTIONS. S3.1 SECTIONS. = NEAR FACE = NOT TO SCALE = ON CENTER = OUTSIDE FACE = OUTSIDE = OUT TO OUT = REINFORCING = REMAINDER = ROUGH OPENING = SECTION = SIMILAR = SHRINKAGE JOINT = STEEL = SYMMETRICAL = SHEAR WALL OR SHORT WAY = TOP = TOP OF BEAM = TOP OF STEEL TOP OF SLAB = TOP OF FOOTING OR (FRAMING) = TYPICAL AT ALL SIMILAR PLACES = UNIFORM BUILDING CODE = UNLESS NOTED OTHERWISE = VERIFY = VERTICAL = VERTICAL FAR FACE = VERTICAL EACH FACE = VERTICAL INSIDE FACE = VERTICAL NEAR FACE = VERTICAL OUTSIDE FACE = WITH = WITH OUT = WELD HEAD STUD = AT = CENTER LINE = PLATE lEirvltllV hL1 rut CODE COMPLIANCE NPR SEP 2 3 2058 City Of TU ila BUILDING DIVISION ECEW D SEP 0 5 2008 PERMIT CENTE Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE '125 3311 SOUTH 120TH TUKWILA, WA 98169 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD, SEATTLE, WA 98166 All reproduction & intellectual property rights reserved c 2008 co u7 CO 1.4 CO CO I m CN2 CO A. w� I CS a A Co co m C. Professional seal No. Issue Description PERMIT SET Date 8/25/08 Drawn by: D.G. Reviewed by: H.PANGELINAN Project No: 99149007 GENERAL NOTE Original drawing is 24" x 36 ". Scale entities accordingly if reduced H 8' -10" F C i a-r 60' -0" KEY PLAN 6' -0" MAX 4x8 DF #2 w /SIMPSON HU48 HGRS EA, END TYP. .U.N.O. ADD SIMPSON VB BRACES AS LOCATIONS SHOWN TYP. 6 PLACES. `1:::::' N.T.S. 35' -0" EXIST. EXIS TYP. EXIST. 16ix36 EXIST. 6i x2 EXIST. EXIST. PARTIAL ROOF FRAMING PLAN 1.) VERIFY ALL DIMENSIONS & ELEVATIONS w /ARCH. 2.) ALL ITEMS ARE NEW (N) UNLESS NOTED AS EXISTING (E). 3.) VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ENW IF EXISTING CONDITIONS ARE NOT AS SHOWN ON DRAWINGS. EXIST. 4x8 D.F. CAD 8' -0" MAX. TYP. "Nr N N I AREA OF V WORK -1* N N Q a > W a B -2.0 NEW RAMP BELOW BY OTHERS a z� NQ w m ll EXIST. STUD WALLS TYP. U.N.O. <FULL HT.> JOIST TOP STRAP & BLOCKING PER SECT. A -3.0, TYP. ADD JOIST © WALL q, TYP U.N.O. 3' -11$" VFY WALL STEP czi A -2.0 WALL STEP A M V C -3.0 Q T ® 16' B -3.0 SIM EQ EQ i II y C6x1 4 k20GA 1 0' -84u /c R A RI IS o L Y ITI 2. < > INDICATES TOP OF WALL. 3. [ ] INDICATES TOP OF JOIST. 4. ALL ITEMS ARE NEW (N) UNLESS NOTED AS EXISTING (E). 5. VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ENW IF EXISTING CONDITIONS ARE NOT AS SHOWN ON DRAWINGS. C6x14 16'P /c C6x14jC20GA ® 16'1)/c <FULL IHT> — D -3.1 BRACE SHEARWALL TYP PER SECT. C -2.0 (4 PLACES) -- [8 -6 EXIST. P.C. PANELS [9 -6 [ 5• A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST A - 3.0 SUITE 400 TYP 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98166 CODE compuma SEP 2 3 2� 3 Cif ° tildila _WILDING J VI r''' ECEIVE SEP 0 5 2008 PERMIT CENTEF Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98169 All reproduction & intellectual property rights reserved c 2008 a w v Professional seal No. Issue Description PERMIT SET 1\ AS NOTED Drawn by: D.G. Project No: 99149007 c0 it) C73 ri cO CO CO I 03 I 0 co Azo o w I Date 8/25/08 9/04 Reviewed by: H.PANGELINAN PARTIAL ROOF PLAN OFFICE FRAMING PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced S1.0 PARTS SCHEDULE ITEM CALLOUT MINIMUM THICKNESS MINIMUM PROPERTIES * APPROVED SUPPLIERS Sc THEIR CALLOUT FOR THESE ITEMS • ., S ' i 2 - � 0.369 18 ,_ ICB04943P TYPICAL HEADER 16 .0566 33 1.802 0.584 0.385 (2) 6005125 - 43 (2) -6" x 1i." x 180A. (INDIVIDUAL PROPERTIES SHOWN) ''IN z G.W.B. CEILING JOIST 33 ___ ___ ___ ___ 600S125 - 33 6" x 1 4" x 200A. =1N z DEMISING WALL BOTTOM TRACK ** 6" x 1i." x 20GA. e 33 1.297 0.335 0.29 0.339 600T125 - 33 RIM JOISTS & BLKG. ** 6" x 1i" x 20GA. [ 33 1.297 0.335 0.29 0.339 600T125 - 33 DEMISING WALL STUDS 6" x 1 i" x 18GA. C +2 "MIN. 33 1.802 0.584 0.385 0.369 600S125 - 43 EXTERIOR WALL INFILL 6" x 1 x 16GA. +?MIN. 50 2.86 0.927 0.556 0.57 6005162 - 54 (50ksi) - w Nov w'Raw Nor Nis WALL TYPICAL TOP TRACK ** . ` w Ne � Nor x 14 x 16GA. W W W W W 50 W W 0.67 W 0.31 ► ...I. 0.34 r " 0.37 W W W W W W 350T125 - 54 (50ksi) WALL TYPICAL BOT. TRACK ** 5 "x 14" x 16GA. N L 50 0.67 0.31 0.34 0.37 350T125 - 54 (50ksi) WALL TYPICAL STUDS 38 "x 18" x 20GA. C+ l 33 0.508 0.279 0.258 0.617 3505162 - 33 12 x 200A. HORIZ. STRAP AT BLKG. (HORIZ. IN WALLS) 1 " WIDE x 200A. FLAT STRAP 33 - -- - -- - -- ___ __- 22" x 16GA. STRAPS 22" WIDE x 16GA. FLAT STRAP 50 2" x 2" x 20GA. ANGLE 2" x 2" x 16GA. ANGLE PER SECTIONS 33 50 16GA. GUSSET R FIELD VERIFY SIZES TO ACCOMODATE SCREW SIZE, QUANTITY, & STRAPS 50 SCREWS (MTL. TO MTL.) #8 -18 x 1" HWH #2 OR PPH #2 #10 -16 x 1" HWH # HILTI w/4" ,, MIN. HEAD (G.W.B. TO MTL.) SCREWS #10 -24 x 12" PWH #3 HILTI w / "0 MIN. HEAD WALL & BOTTOM TRACK ANCHORS #DS37P10 (0.177 "0 X 12 ") LOW VELOCITY DRIVE PINS HILTI THICKNESS OF STEEL COMPONENTS 1 GAUGE DESIGN THICKNESS MINIMUM THICKNESS 22 .0283 .0269 20 .0346 .0329 18 .0451 .0428 16 .0566 .0538 14 .0713 .0677 JOIST BRACING SCHEDULE JOIST SPAN TOP AND BOTTOM FLANGE BRACING UP TO AND INCLUDING 10' NONE 10' UP TO AND INCLUDING 14' ONE ROW AT MID -SPAN 14' UP TO AND INCLUDING 18' TWO ROWS AT THIRD SPANS 18' UP TO AND INCLUDING 25' THREE ROWS AT QUARTERS SPANS HOLDOWN SCHEDULE HOLDOWN ANCHORS SCREWS SIMPSON S /LTT20 2 " SIMPSON TITEN HD SCREW EMBED 38" 5 #10 (MIN.) EXIST. PLYWOOD 0'_0" [VARIES] EXIST. WOOD PURLINS OR BEAMS. #10 SCREWS CO 16 "o /c SCAFCO 14GA SLOTTED TRACK w/2.1" MIN. VERT. SLOT. LOCATE SCREW © BOTTOM OF SLOT. SHEATHING EACH SIDE FULL HEIGHT PER ARCH. DO NOT ATTACH TO DEFLECTION TRACK 6 "x1 * "x18GA STUDS © 16 "o /c 0.177 " %x1 HILTI LOW VELOCITY DRIVE PINS ® 16 "o /c 20GA TRACK TOP & BOT. cc J V A, 4 # ssf of 1I- lil EXIST. CONC SLAB. ON GRADE EXIST. PLYWOOD EXIST. 2x CAD 24 "o /c 2 - #10 SREWS ® EA 2x NOTE: REMAINDER PER SECT. A -2.0 NOTES: * SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS NOT ALLOWED. ** THESE JOIST & TRACK MEMBERS TO BE UNPUNCHED. EXIST. PLYWOOD [VARIES] EXIST. 2x ® 24 "o /c ADD 2x DF #2 24 "o /c w /SIMPSON HU HGRS EA SIDE. NOTE: REMAINDER PER SECT. A -2.0 CONDITION PERPENDICULAR TO 2x CONDITION PARALLEL TO 2x J U EXIST. 2x ® 24 "o /c <PER PLAN> 4 [PER PLAN] 0.177'0 x 12" POWDER FASTENERS © 12 "oc 1 UNCOATED STEEL THICKNESS. THICKNESS IS FOR CARBON SHEET STEEL. 2 MINIMUM THICKNESS REPRESENTS 95% OF DESIGN THICKNESS AND IS THE MINIMUM ACCEPTABLE THICKNESS DELIVERED TO THE JOB SITE BASED ON SECTION A3.4 OF THE 1986 A.I.S.I. CODE. 16GA. CONT. TOP TRACK, NO SPLICES AT "X" BRACE LOCATIONS 16GA CONT. RIM JOIST OR TOP TRACK/ i N NO.8 SCREW N TO EA. STUD TYP. 16GA. CONT. BOT. TRACK, NO SPLICES AT "X" BRACE LOCATIONS 2 " x 16GA. CONT. STRAP (NO SLACK) ELEVATION C -2.0 i " = 1' -0" N D -2.0 E -2.0 NOTE: 1. FOR ALTERNATE TO STRAP FASTEN TO EA. JOIST w/2 2.) SPACE BRACING AS NOTED ON PLANS. BRACING USE 12" CRC ON TOP OF JOIST. SCREWS. ABOVE EXCEPT WHEN NOTED OTHERWISE 16GA. BOT. TRACK ,,h' 0' -0" ` SLAB <PER PLAN> [PER PLAN] 16GA. CONT. TRACK. COPE FLANGES & LAP w /16GA. GUSSET R. w/(8)-NO.1 0 SCREWS 21" CONT.x16GA. STRAP PER SECT. E -2.0 22 "x16GA. CONT. STRAP w /(8) -NO.10 SCREWS EA. END STRAP 16GA. GUSSET h'_ PER SECT. E -2.0 DETAIL dl dl SECTION VFY. ADJACENT WALL NOTE: MAINTAIN MIN. 3 " EDGE DISTANCE & 1 MIN. ON CENTER SPACING FOR ALL SCREW CONNECTONS. ADJUST 16GA. GUSSET R DIMS. ACCORDINGLY. WORK POINT END STUD (10) -NO.10 SCREWS GUSSET R. TO HDR. (2) -200A. STUDS AT EA. END OF "X" BRACE WALL, TYP. D -2.0 3 " - 1' -0" (2) -32 "x18 "x20GA. END STUDS w/ NO.8 SCREWS 012 "oc STAGGERED' SIMPSON HOLDOWN PER SCHEDULE EA. END OF "X" BRACE WALL. PER SECT. : DTL, a -a (10) -N0.10 SCREWS (5 EA. STUD) i rr=-i rr=i ri- 111=111=111= I (( (8) -N0.10 SCREWS SECTION E -2.0 2 " - 1' -0" 4 - 1 itYli di rU t CODE COMPLIANCE APPROVED SEP 2 3 2 v City Of Tukwila 1 WADING CTV S(ON NOTES: 1.) PROVIDE SPECIAL INSPECTION. 2.) PROVIDE HOLD DOWNS EA. END OF "X" BRACE WALLS PER SECT. C -2.0, TYP. U.N.O. RECEIVED SEP 05 2008 PERMIT CENTER Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98169 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98166 All reproduction & intellectual property rights reserved c 2008 fra U Professional seal No. Issue Description PERMIT SET AS NOTED Drawn by: D.G. Project No: 99149007 TYPICAL DETAILS AND SECTIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced S2.0 CO 1.0 CO CO CO O rn TO i U II 00-6 Date 8/25/08 9/0 4/08 Reviewed by: H.PANGELINAN 16GA TRACK TOP & BOT OF HEADER. BEARING HEADER PER SCHEDULE SINGLE WINDOW SILL TRACK 16GA. (2) SCREWS CD 16 "o /c TOP & BOT. HEADER ON HEADERS COPE OUT FLANGES SO WEBS LAP 11" MIN. w /JAMB STUDS & SCREW WEBS w/12 SCREWS TO STUDS (2) JAMB STUD TYP. (1) CRIPPLE STUD TYP. U.N.O. TYPICAL HEADER DETAIL HEADERS NOTED ON THE PLAN AS "HDR." ARE BEARING HEADERS & ARE NOTED IN THE PARTS SCHEDULE BELOW. HEADERS RUNNING PARALLEL TO THE JOISTS ARE NON— BEARING (U.N.O.) TYPICAL JOIST TO RIM JOIST SCREWS © 3 "o /c TO ALL BLKG. PANELS THRU TOP & BOT. STRAPS CONT. STRAPS TOP & BOT. OF CEILING JOISTS CD LOCATIONS PER "JOIST BRACING SCHEDULE ", LAP STRAPS 24" MIN. w/2 ROWS SCREWS CO 4'o /c EA. ROW (6 PER LAP) SEE NOTE BELOW SCREWS ® 16 "o /c JOIST OVER WALL (SEE PLANS FOR LOCATIONS) SCREWS © EA. CEILING JOIST T. & B. TYP. SCREWS ® 16 "o /c TO ALL WALL TRACKS 16GA. TRACK CONT. (U.N.O.). PROVIDE 2" x 2" x 20GA. ANGLE E.E. w/3 SCREWS PER LEG CEIL c • C _" G _. S te— IF DECKING IS APPLIED TO TOP OF JOIST. THE BOTTOM STRAP IS NOT REQ'D. IF G.W.B. IS APPLIED TO BOTTOM OF JOIST. CLIP FLANGES & LAP TOP TRACKS TYP. G.W.B. PER ARCH. NOTE: STUDS NOT SHOWN FOR CLARITY RIM JOIST SPLICES USE 3" x 8" x 16GA. w/6 SCREWS E.S. NOTE; DO NOT SPLICE RIM JOIST OVER ANY HEADER. 20GA. 2" x 2" ANGLE x CEILING JOIST DEPTH LESS 1" w /(3) SCREWS EA. FACE TYP. (U.N.O.) SOLID BLOCKING END TWO CEILING JOIST SPACES ® EA. STRAP RUN, SAME GAUGE & SIZE AS CEILING JOISTS. PROVIDE TWO SPACES OF SOLID BLKG. ® EA. END OF JOIST RUN &C� 20' -0 "o /c MAX. BETWEEN 16GA. TRACK (U.N.O.) BLKG. REQ'D. AT CONT. JOISTS. PROVIDE 2" x 2" x 20GA. ANGLE E.E. w/3 SCREWS PER LEG SEE TYP. BLKG. DTL. FOR ANGLES TOP TRACK TYP. CONTINUOUS BETWEEN ADJACENT PERPENDICULAR WALLS TYPICAL JOIST OVER INTERIOR WALL AROUND DUCT SHAFT NOTE: JOISTS ARE NOT TO BE CUT FOR INSTALLING DUCT WORK TYPICAL LIGHT GAGE FRAMING DETAILS A -3.0 TYP. CEILING JOIST PER PLAN JOIST SPACING PER PLAN (16 "o /c MAX.) SINGLE JOIST TRACK BLKG. EA. SIDE OF HOOD DUCT w /1" x 1 i" x 16GA. x 0' -7" ANGLE EA. END w/4 SCREWS EA. LEG INTO BLKG. & JOISTS. SIMPSON HOLDOWN, ANCHORS & SCREWS PER SCHEDULE LOCATE EA. END OF "X" BRACE WALLS PER SECT. C -2.0 Z2 x 2 x 20GA. x 7" w/ 5 SCREWS EA. WAY (6 PLACES) DOUBLE JOISTS RIM. JOIST HEADER EACH EA. SIDE OF DUCT. DETAIL a—a N.T.S. ig CONDITION AT DUCTS LARGER THAN JOIST SPACING TYPICAL DUCT PENETRATION THRU CEILING FRAMING NOTE: SEE ARCH. FOR LOCATIONS DOUBLE STUDS TYP. ® HOLD DOWN CRC OR STRAP PER SCHEDULE DRIVE PINS CD 16 "oc MAX. U.N.O. AT SECTIONS & 6" MAX. FROM EA. END OF TRACK, (U.N.O.) STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED ONE SIDE ONLY. CRC MY BE USED IN PLACE OF THE STRAP BLOCKING. s <PER PLAN> d 3i "x1$ "x2OGA ® 24 "o /c TYP. U.N.O. SHEATHING EA. SIDE PER ARCH. SECTION (NON— BEARING WALL) TRACK BLOCKING TO MATCH STUDS, PLACE ® 10' -0 "o /c MAX. ALONG WALL & © EACH END OF WALL BEND UP 4" EA. END. 4 SCREWS TO STRAP EA. BLOCK STUDS 0 16 "o /c OR 24 "o /c PLACE ONE STUD MIN. DIRECTLY BELOW EACH JOIST. BOT. TRACK PER SCHEDULE USE (2) SCREWS FROM EACH TRACK FLANGE TO STUD FLANGES TYP. TOP & BOT. NOTE: SEAT STUD WEB TIGHT TO TRACK WEB ® TOP & BOT. OF STUDS TYPICAL WALL, BLOCKING & STRAP DETAIL 16GA TRACK TOP & BOT. PER SECT. B -2.0 KG ® 24 "o /c L2x x2OGAx0' -4" w/ 3 — #8 SCREWS EA LEG, TYP. B -3.0 1 " — 1' -0" 4 — #8 ® 3 "o /c ® BLKG. 16GA RIM JOIST w/3 — #8 SCREWS @ EA STUD. L2x2x2OGA.x4" CLIP TYP. EXIST. P.C. PNL. TYP. TOP TRACK TO CONC. WALL CONN. 3„ 1 , -0 „ (4) —N0.8 SCREW TYP. CORNER CONDITION s <PER PLAN> [PER PLAN] 4 — # SCREWS TYP. EA. END. 38 "x1 e "x20GA ® 16 "o /c ALIGN w /JOISTS, TYP. U.N.O. SHEATHING EA. SIDE PER ARCH. (BEARING WALL) TYP. TOP TRACK PER SCHEDULE (20GA. / COPED FLANGES & LAP WEBS. PLAN VIEW (REF: SECT. A -3.0) (2)-0.177"0x11" POWDER FASTENERS ©2 "GA. (2) —NO.8 SCREWS TOP TRACK <PER PLAN > END STUD (4) —N0.8 SCREW TYP. INTERSECTING WALL CONDITION TYP. TOP TRACK SPLICE AT CORNERS 16GA TRACK TOP & BOT. PER SECT. B -2.0 SHEATHING PER ARCH. 1 "o / c L2x2x2OGA CONT. TYP SECTION C -3.0 3 � » - 1 , - „ i „ = 1,_0„ CODE COMPLIANCE APPROVED n SEP l. , ' l City Of Tukwila .....011 .DING DIVISION ECEWED SEP 0,5 2008 PERMIT CENTER Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98169 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98166 All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description PERMIT SET AS NOTED Drawn by: D.G. Project No: 99149007 TYPICAL DETAILS AND SECTIONS S3.0 s u i p Date 8/25/08 9/04/08 Reviewed by: H.PANGELINAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced 0'-0" [PER PLAN] .[PER PLAN] EXIST. P.C. PANEL 4 [VARIES] E.I.F.S. PER ARCH. SHEATHING EACH SIDE FULL HEIGHT PER ARCH. C6x 1 ix 18GA @ 16 "o /c PER ARCH. 0.177" 0x 1 f HILTI LOW VELOCITY RIVE PINS @ 16 "o /c 16GA TRACK TOP & BOT. CONN. PER SECT. B -3.0 7, SECTION 0 3" drzfpr:Aoirr#4ker A -3.7 " — 1' -0 4 — SECTION E -3.1 EXIST. CONC SLAB. ON GRADE — 1 1 lo NOTE i REMAINDER PER SECT. D -3.1 T — 1' -0" 25' -0" VFY 0' -0" NOTE:— VIEW FROM INTERIOR. 3 SIDES\ TYP./ vi vi 4 10' -0" VFY rn H.S.S. 6x6x w /CAP R's 1 2 TYP c —c 11' -0" VFY ELEVATION B -3.1 GALV. 8 —" O LAG BOLTS (3 EA SIDE) NOTE: — 4 -1"0 LAG BOLTS @ AC -4 (1 @ EA. CORNER) 141(4+1' —0" CLIP L's h'_ w/ 4 - SIMPSON TITEN SCREWS 9 �, 9 "GA SECT. C -3.1 7 "x2x1' -0" BASE R w/ 2 -8 "0 SIMPSON TITEN HD CONC SCREWS. EMBED 32" MIN. " = 1' -0" 4 "x8 "x6" R TYP c —c L6x4xsx0' -4" L.L.V. LOCATE C.G. OVER GLB EXIST. 4x @ 8' -0 "o /c EXIST. GLB PER PLAN C — C SECTION C -3.1 MECH. UNIT BY OTHERS ATTACH UNIT TO CURB PER MFR'S RECOMMENDATIONS CURB BY OTHERS 4x P.T. TYP. NEW 4x8 DF #2 w /HU HGRS EA END " — 1' -0" 4 — STUDS PER SECT. B -3.1 L6x64 CONT. —12 3i "x1 "x2OGA @ 24 "o /c TYP. ON— BEARING WALL SHEATHING EA. SIDE PER ARCH. SECTION D -3.1 » _ 1 p —O „ 4 — LKG EA. SIDE OF WALL @ 24 "o /c - #8 @ 3 "o /c TYP. U.N.O.. SHEATHING PER ARCH. L2x2x2OGA EA SIDE. Kr.v Ink! WW rU CODE COMPLIANCE APPII VIE SEP City Of Tuk° !i RECEIVED SEP 05 2008 PERMIT CENTER Tenant: RPI INTERGATE EAST - BUILDING 2 SUITE 125 3311 SOUTH 120TH TUKWILA, WA 98169 A Tenant Improvement for: SABEY INTERNATIONAL GATEWAY EAST SUITE 400 12201 TUKWILA INTERNATIONAL BLVD, SEATTLE, WA 98166 All reproduction & intellectual property rights reserved c 2008 Professional seal No. Issue Description PERMIT SET AS NOTED Drawn by: D.G. Project No: 99149007 SECTIONS Original drawing is 24" x 36 ". Scale entities accordingly if reduced S3.1 0 Le) C e t-VA Date 8/25/08 9/04/08 Reviewed by: H.PANGELINAN