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Permit D09-186 - IFLOOR - PARTITIONS, DOORS, FINISHES AND PUBLIC WORKS ACTIVITIES
IFLOOR 1187 ANDOVER PK W D09 -186 Parcel No.: 3523049093 Address: 1187 ANDOVER PK W TUKW Suite No: Cityiltf Tukwila Tenant: Name: IFLOOR Address: 1187 ANDOVER PK W , TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Owner: Name: WALTON CWWA SOUTHCENTER 4 L Address: C/O CTMT - WALTON RE TAX , 4678 WORLD PARKWAY CIR 63134 Phone: Contact Person: Name: RANDY MORGAN Address: 1326 5 AV, STE 500 , SEATTLE WA 98101 Phone: 206 587 -7120 Contractor: Name: GATEWAY CONSTRUCTION SRVCS INC. Address: 701 DEXTER AVE N SUITE 420 , SEATTLE WA 98109 Phone: (206)621 -9111 Contractor License No: GATEWCS992C3 Expiration Date: 03/04/2010 DESCRIPTION OF WORK: STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS AND FINISHES. Permit Number: D09 -186 Issue Date: 10/22/2009 Permit Expires On: 04/20/2010 PUBLIC WORKS ACTIVITES INCLUDE: UPGRADE EXISTING IRRIGATION DEDUCT METER WITH AUTOMATIC READING SYSTEM, AND UPGRADE IRRIGATION BACKFLOW DEVICE WITH DCVA. PER WATER DEPT. - RECEIVED TEST REPORT FOR 3" RPPA AT THIS LOCATION. Value of Construction: $28,000.00 Fees Collected: $1,269.51 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 doc: IBC -10/06 * *continued on next page ** • D09 -186 Printed: 10 -22 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and = ed this • ermit and know the same to be true and correct. All provisions of law and ordinances governing this work will be co plied hether specified herein or not. The granting of 's pe constructio e pe Signature: doc: IBC -10/06 't doe or -. c City deTukwila • 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 not presume to give authority to violate or cancel the provisions of any other state or local laws regulating e of work. I am authorized to sign and obtain this development permit. N N Private: Permit Number: D09 -186 Issue Date: 10/22/2009 Permit Expires On: 04/20/2010 Public: Non - Profit: N Public: Date: W010 Date: a. i- Z • Print Name: a r 1 5 C CJ/ 0,0 0 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. D09 -186 Printed: 10 -22 -2009 Parcel No.: 3523049093 Address: 1187 ANDOVER PK W TUKW Suite No: Tenant: IFLOOR 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • 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: D09 -186 Status: ISSUED Applied Date: 08/27/2009 Issue Date: 10/22/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All wood to remain in placed concrete shall be treated wood. 6: 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. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 D09 -186 Printed: 10 -22 -2009 15: ** *FIRE DEPARTMENT CONDITIONS * ** • • 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 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: 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 nun). (IFC 906.7 and IFC 906.9) 20: 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) 21: 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) 22: 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) 23: 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) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 28: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 29: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating doc: Cond -10/06 D09 -186 Printed: 10 -22 -2009 and/or adding sprinkler heads. (IFC 901.4) • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 31: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 32: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 33: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: 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. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 39: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 40: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 41: NEED TO UPGRADE EXISTING IRRIGATION DEDUCT METER WITH AUTOMATIC READING SYSTEM, AND UPGRADE IRRIGATION BACKFLOW DEVICE WITH DCVA. doc: Cond -10/06 * *continued on next page ** D09 -186 Printed: 10 -22 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or th perform work. Signature: Print Name: af/ Off / 's0 doc: Cond -10/06 Date: DC7 2 `"/ D09 -186 Printed: 10 -22 -2009 Contractor Registration Number: Company Name: {�L Mailing Address: f 6 Mailing Address (32t 1 I -A1/02_ t 5 E -Mail Address: YOM 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 414 Wz, i ntr s VZ H:\Applicadons\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh GENERAL CONTRACTOR INFORMATION — (Fontraetdr Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 1 Mailing Address: 9:;101---tsc Building Permit No. 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 King Co Assessor's Tax No.: 3 5 X1 3 Site Address: 1197 al 1? -. Lt( We-'7 113wU ` eg �, Suite Number: II N Floor: F1 2 Tenant Name: t FI_Lvb _ Property Owners Name: CB VCkflvr( i I(S (pwpr li fUOJ Mailing Address: _b3 Q(.(,r e, ut i . �- ' dr, cST?. �-(vV W l %Ails 4ZI Sil t a City Stec Zip 5gmtie New Tenant: Yes M. No CONTACT PERSON - whoi do we contact when your permit is ready to be issued Name: Day Telephone: 261a. 6 . 7 12.C.) cfP316 State Zip 1 j t 04 Fax Number: Oa/ • � � -117 7- City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Expiration Date: ARCHITE OF RECORD - All plans must be wet stamped by Architect of Record lArig 92) 0n 1 City � State Zip Contact Person: ►�.1L'4 � �/:.� _, 1 Day Telephone: 2 O(t' - .1 13 . 7" 1 120 E -Mail Address: / VVIf� 1D 9 r'atfASde4 0Y1. n'f Fax Number: ?, ' WI' ' i 2-V ENGINEER OF RECORD 1- All plans must be wet stamped by Engineer of Record E Company Name: V1L Ali n.14A Il Mailing Address: fq 2i (y�4t1 Ili l 1 ii fL iii) Wail) rim' t[ f t, WA 0 /9)072-(816 l City . Zip Contact Person: F.4 (. A )/1 AW l Day Telephone: z e)14. 8q cf E -Mail Address: Fax Number: 0... /u. 7i1 ZO Page 1 of 6 y Yr ! '<r,� " a • '�'•' P a r;�i'aje'.� � .'�� � x � 8 a 'mew :` ..ti. t " a'x� ' '�� ! s ' 'Y w r r R �� Tj �i. � r 3 fizi6ting ? .-- - .+ �+Y r , .t i #,. -e� g � k ' 3 ,.I' orliemodel Fyr I�d� t l�O littO, �� Bx18tIDg 4 'r: Shued ie1 r �e ; � �y' r P^'s r�S = ic r �P a ,� . ,:New l a! , a ', 1 OfF . a::� r' x�`H "s.�r� .." OD6trlietlOD per c�`a"?` 5 413C.W: Pr s of * � p an h- 96cuPaRc1 Iliez 1 Floor � 4 p ? �r : , 3� f ', 3,s[o P5 2 414- NIA V `t\1 ,B' 0 C,C,_ S.-if ftme r FF1oor 3Floor * ^ / Y � �,,� r � y 6h"SR: y W y} 14 Cda� NEC, t y 7 i+cises6oij+ > "': - ' Attar y� r�':;:1�" ,/ I Deteched�Gata / / ' Attacked Carport Detac C q t k 7 z / kt:ArVertdl �e t / V/ U Dveoered -olgek « - • Valuation of Project (contractor's bid price): $ 2 €700■ Existing Building Valuation: $ 6/ 543 500 / Scope of Work (please provide detailed information):_ _ _ .,Srb/Aentnli I if I. 4ei 1 hypnw.ept o..c€. /Vocv 'fi ans, dm 12-0 n t Will there be new rack storage? ❑ Yes If yes, a separate permit and plan submittal will be required. { PmVitaeiAl1 Bu { ilding Aieasti n { ' Squ arevootsge PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ()( Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line12009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 ti Mailing A lCA"N p 2 - • •lus apps motion 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 demons t - - . . Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 HAVE '4 AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE L ' S • THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A �r Signature: Date: CD_ Print Name: Day Telephone: 7C) O. Gv . 717.0 Date Application Accepted: 017,14 H:\Applications\Fonns- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh City State Date Application Expires: Staff Initials: Zip Page 6 of 6 1 Parcel No.: 3523049093 Address: 1187 ANDOVER PK W TUKW Suite No: Applicant: IFLOOR Receipt No.: R09 -01650 Initials: JEM Payment Date: 10/22/2009 10:38 AM User ID: 1165 Balance: $0.00 Payee: GATEWAY CONSTRUCTION SERVICES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 34888 879.90 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 000/322.100 000/322.100 000/342.400 000/345.830 640.237.114 RECEIPT Total: $879.90 • Permit Number: D09 -186 Status: APPROVED Applied Date: 08/27/2009 Issue Date: Payment Amount: $879.90 Account Code Current Pmts 599.40 250.00 13.00 13.00 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 10 -22 -2009 Parcel No.: 3523049093 Address: 1187 ANDOVER PK W TUKW Suite No: Applicant: IFLOOR Receipt No.: R09 -01354 Initials: User ID: Payee: doc: Receiot -06 JEM 1659 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.tulcwila.wa.us BURGESS DESIGN, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 009217 389.61 Authorization No. RECEIPT Account Code Current Pmts 000/345.830 389.61 Total: $389.61 1 Permit Number: D09 -186 Status: PENDING Applied Date: 08/27/2009 Issue Date: Payment Amount: $389.61 Payment Date: 08/27/2009 01:24 PM Balance: $603.90 PAYMENT RECEIVED Printed: 08 -27 -2009 Pro'ec _ _, -...Z... t7 ' Type of Inspection: FF A/4 / Address: // ss 7 rfAtixt''4 Pe Date Called: Special Instructions: Date Wanted: /2 2/- o 5 Requester: Phone No: .Z 04 — '76'� --SqZ INSPECTIO NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 I� R 1 4 ) ti S Ai pro et rev`c) (,, S Inspect Date: Receipt No.: Date: Project: J Type of Ins ection: Address: //5 7 4•1/)Gr ' r Dat Call d: Special Instructions: Date Wanted: rn Requester: Phone No: OC-- 716 - 3q2-6. INSPECTIO NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: Date: a _ Z J $6O 0O REINSPECTION FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: itq COMMENTS: Type of Inspection: ,$; , 4 , u / /,cr d)/ /e — M /1s y' Date Called: I- ? $ ,,rte- ,),/,..54. /4- &"*" t'�. ,..f ' 098o .s9 'de / ,, d • Requester: ''',..) 4,, ,,.,,y ,/07- ..5- ,, 4 sq 448 _5-4,4 i '-A // S 4,41ec;/ &i7 x11,$ 7 ke- d /` f " _ _ Project: Type of Inspection: Address: I (V r i AAOoJVii` al Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. `Z! Corrections required prijgr approval. INSPECTION RECORD Retain a copy with permit Ool' PERMIT NO. (206)431-3670 0.00 REINSPECTIt N FEE REQUIRED. Prior to inspection, fee must be id at 6300 Southce ter Blvd., Suite 100. Callao schedule reinspection. Receipt No.: 'Date: 6 Project: _i_ J o k.. Type of Inspection: ((A �) /-f� .5 Address: 11X `1 ,nU 0" pW Date Carted: Special Instructions: o3' 2 t 5 - U '� Date Wanted: a.m,, � � t ``2 Sr J p.m. Requester: Phone No: (a — Wo - 3i 2 -0 i1 J Approved per applicable codes. 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 -367 Corrections required prior to approval. COMMENTS: Inspec r: Date: ... 7 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of s pecti n Address: , t S ' ? MDo ul Date Called: Special Instructions: Date Wanted: / / " —.....,1 Z4 - J ` p.m. Requester: Phone No: 20C '7 80 - 3`1240 /i v I - i ' 4 p A p l 6 J/? { a r L .-- (,' ,.5 0 e e r t tis '' P( ...- i,, , r s - l • 4 1 ( e--ti eJ - ! (<`1. — / `") ). /1 /. "f ae 7 i-. O 1) c .A f I /!.. /rV•J/!j/- .1 / Fp/ ; - .; .i f 4:77'. P. — I I Proje RO o k Type of s pecti n Address: , t S ' ? MDo ul Date Called: Special Instructions: Date Wanted: / / " —.....,1 Z4 - J ` p.m. Requester: Phone No: 20C '7 80 - 3`1240 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 - i8( PERMIT NO. R k- (206)431 -367 Approved per applicable codes. ' Corrections required prior to approval. Inspect Date: ( L - o f f $60.00 REINSPECTION PEE REQUIRED. Prior to inspection, fee must be paid at 6300 SouthcenterBlvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: Address: // g7 4A/4)0/tee ' ak p Date Called: 6 Special Instructions: Date Wante : Requester: Phone No: 7 c9. 4� — ! if‘ — S C,.. s ,) :: . P !.J E - / c f ( ' ' ,.% ( . 9 4 Project: Type of Inspection: Address: // g7 4A/4)0/tee ' ak p Date Called: 6 Special Instructions: Date Wante : Requester: Phone No: 7 c9. 4� — ! if‘ — S 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- Approved per applicable codes. ❑ Corrections required prior to approval. Date: ZA El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J Receipt No.: IDate: ao 5-/86. Project: z ._ o jowl. Jv- Type of Inspection: Address: !/77 4 A Suite #: Contact Person: Nr +' S Special Instructions: Phone No.: Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa. 98188 206- 575 -4407 1/13/06 Dog' le4 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: 11.I C4 a k,iew Inspector: 5 ct) ' 1 Date: 1Zl17f o rs .. r �„ $80.10 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 From:BTL ENGINEERING BTL ENGINEERING December 1 ", 2009 Randall A. Morgan Burgess Design, Inc. 1326 Fifth Avenue Suite 500 Seattle, WA 98101 RE: IFLOOR Tukwila Permit# D09 -186 Dear Randy, This memo follows my conversation with the general contractor. The A35 clips per detail C are not required for this project. Additionally, face nailing per detail C is not applicable. Sheathing panel "edge" nailing should be 4" o.c. and intermediate "field" nailing should be 12" o.c. Please let me know if you have any questions. Sincerely, Eric A. Dann. P.E., S.E. EXPIRES 09 -23-10 425 821 2120 RECEIVE DEC 01 2009 COMMUNITY DEVELOPMENT CC: Greg Slader, Gateway Construction Services (via e-mail and fax, 206.838.7284) 12/01/2009 16:10 11300 P.001/001 17924 - 140th Avenue, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814-8448 Fax: (425) 821 -2120 l 4 *BTL ENGINEERING September 30 2009 Randall A. Morgan Burgess Design, Inc. 1326 Fifth Avenue Suite 500 Seattle, WA 98101 RE: IFLOOR Tukwila Permit# D09 -186 Dear Randy, We received a copy of additional plan review comments from the city of Tukwila Building Division. These comments were prepared by Dave Larson. This memo was dated September 28 , 2009 and received by way of email the following day. The following is our response to the structural items of this memo. 1. Original drawings were not available for this building but it is assumed that there is a thickened footing at the proposed hold -down and anchor -bolt locations. The existing wall is a shear wall and has anchor bolts visible from the sill to the foundation; therefore, there should at least be a thickened footing underneath the existing wall to accommodate the typical anchor bolts. In the event that the thickened footing is not sufficient in depth to accommodate bolt embedment at the hold -down locations, detail E has been added to the structural details. See revised sheets, attached. Sincerely, Eric A. Dann. P.E., S.E. I EXPIRES 09-23 -10 1 CORREC ON bo'H8b 17924 - 140th Avenue, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 M1- t ivo g-4 . Oropy Pe rim REVIEWED FOR CODE APPROVED COMPLIANCE OCT 1 2009 City of Tukwila BUILDING DIVISION RECEIVED OCT 07 2009 PERMIT CENTER -g12 X l\ f 0 5et 0 1 (00 1‘ = v`- o L• 0 : ,,.... flf ---) N ADD NELI RAL40OO AN 5HeA'ZN PER 1DE-TAlL BTL ENGINEERING PuN • 18 1C13 /4// (e -14- &It . 1../A Y, .. • Project: Project Number Designed By: Client Scale: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072-4315 Phone: 425-814-8448 Fax: 425-821-2120 Date. Page: WALL TYPE SHEATHING' PANEL EDGE NAILING/" FADE NAILIN6 FRAMING/ CLIPS BOLTIN6 TO GONGRETEs CAPACITY STUD o PANEL ED6E BOTTOM PLATE FOUND. PI -4 3(5" 0513 4 "oc 4"oG A35 o I5 "oc %", o 36 "oc 350 PLF 2x 2x SHEAR WALL SCHEDULE NOTES I. PROVIDE 2x4 FLAT BLOCKING AT ALL UNFRAMED PANEL ED6E 2. SHEATHING, PLYWOOD SIDING EXCEPT GROUP 5 SPECIES. MINIMUM PANEL SPAN RATING OF (24/0). 3. PANEL NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERM4110IATE FRAMING MEMBERS WITH SHEATHING NAILS ® I2 "oc. SHEATHING/ NAILS SHALL BE Sd COMMON OR 0.131 "m x 22". 4. FRAMING NAILS SHALL BE I2d BOX OR 0.131 "m x 3 ". 5. ANCHOR BOLTS EMBED 1" OR EXPANSION BOLTS - _ ❑w, • ". EDOF +7ISTANGE FOR EXPANSION BOLTS MUST BE 2 MINIMUM. ALL ANCHOR BOLTS AND BOLTS HAVF 3x3* 6.129" PLATE WASHERS PER IBC SECTION 2305.3.11. 6. PLYWOOD EDGE NAILING SHALL BE STAGGERED. D04- 18k) SHEAR WALL SCHEDULE CORRECTION LTR #_L- RECEIVED SEP 22 2009 PERMIT CENT BTL ENGINEERING Structural Calculations for i Floor Tenant Improvements August 21S 2009 Cc- it- cf 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 arr AUG 2 7 2009 PERMIT CENTER PO'H'?Je EN(;1NEERIN(; 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Cajculations ENGINEERING 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Wall Openings BTL ENGINEERING 5 17.6 (7 - HE #'Ere 5 2 o 15 ) ...... ................. ............. 513)(2--("), 5 t 54 «0 4S 1 x WALL I u nEgme -A 1.1 S iW 517,4 ( G L(3 '12e it1 wALL. SuePog-t5 S Lf (,u tn 4 „,L-i /U 6 Gf CC (Jet u H T 4-f :l6 fl Or wa cL f u■e oe ur,uc ' l5 10 F c-1` l fii 7,, �J 1 a' 0 ( on1 USE LSD x l [ 7 4 ()St (2) 2 , - 7< EIF-- Project: Designed By: Project Number. Client: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 Date: Scale Page. WU ( • 13/4" TIMBERSTRAND LSL ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) �y�Morrienij(ft� lbs. ° )�+ s� ' ton`s Vof Inertii"j(in ) ; ' Weig li Y,(Ib'tllinefi ) E1 ( , n $.1o WI � t? 1 5E;3TifTigigranS451 Bearn"(Onenta6on Pc 4,795 4,317 115 4.9 5,045 4,433 125 5.1 113 1138 NNW 6,965 5,250 208 6.0 atom 7,720 5,542 244 6.3 311 �. 10,570 6,533 400 7.5 1 6p' I 13,635 7,467 597 8.6 o0U N9� 17,070 8,400 851 9.6 31" TimsERSTRAND® LSL ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) r5 I byy) INoipent�ofxl nertlp�(1n tiz (tb. IOh) �:.ne• -vr�. �� "ice _ 17,, Beam;Qrienta6oiti V004 Will Ix" $5re"w` Wigta ..Bea"'mj;Orlent p g� t wµ p u� ,*�r1 SAM t ac's• - 8 GiI1.XE� 9�I1. �'7� !'L1.ElA'��,6rG .,T.t1•A�h����? 7a,Ptu�1A I'3a'4!.6.�&k: 1-k* 9,585 1,735 4,083 24 4.5 31.6 2,685 5,133 49 5.6 s.3.1 4,550 6,767 111 7.4 I4' 6,335 8,050 187 8.8 2'i 3 1,780 1,925 20 5.6 29.5 8,633 231 9.9 10,085 8,867 250 10.2 13,925 10,500 415 12.0 34b 375 623 15,440 11,083 488 12.7 21,135 13,067 800 15.0 733 I2oI 27,270 14,933 1,195 17.1 34,140 16,800 1,701 19.3 179 2 ZS 52 riggjaMan ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G = 81,250 psi 81,250 psi Modulus of elasticity E = 1.3 x 10 psi 1.3 x 10 psi Flexural stress Fb = 1,700 psi(') 1,900 psi Compression perpendicular to grain parallel to wide face of strands Fcl = 680 psi( Compression perpendicular to grain perpendicular to wide face of strands Fcs. _ - 435 psi( Compression parallel to grain Fdi = 1,400 psi 1,400 psi Horizontal shear perpendicular to wide face of strands F" = 400 psi 150 psi (1) For 12 -inch depth. For others, multiply by i d] 0.092 (2) Fci shall not be increased for duration of Toad. GENERAL ASSUMPTIONS FOR TIMBERSTRAND LSL • All members 7 and less in depth are restricted to a maximum deflection of 5 /56 ". • 1 x 16" and 1 x 18" beams are to be used in multiple member units only. See pages 19 -20 for multiple member beam connections. 1.3E TIMBERSTRAND® LSL BEAM PLANK ORIENTATION ORI ENTATION • Values shown throughout this brochure are applicable to TimberStrand® LSL used in dry service conditions only. • Lateral support is required at all bearing points and compression edge at intervals of 24" on- center or closer. • Bearing lengths are based on TimberStrand® LSL's bearing stress for applicable grade and orientation. • TimberStrand® LSL headers and beams are made without camber; therefore, in addition to complying with the deflection limits of the applicable building code, other considerations, such as long term deflection under sustained loads (including creep), ponding (positive drainage is essential) and aesthetics must be evaluated. • Roof members shall either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code. Tables on pages 6 -9 include reductions applied in accordance with: 1997 UBC 1607, 1999 BOCA NBC 1606 and 1999 SBC 1604 for floor live load; ph 1997 UBC 1607, 1999 BOCA NBC 1607 and 1999 SBC 1604 for roof live load in non -snow (125 %) conditions. 3 members may be two pieces of 1 TimberStrand® LSL or a single 3 width beam. 5 members may be three pieces of 1 TimberStrand® 131. or one piece of 3 ". 7" members may be two pieces of 1 TisnberStrando LSL around one piece of 3 ", two pieces of 3 width beam, or four pieces 1 for top - loaded conditions only. LO 1.5E TIMBERSTRAND® LSL 93,750 psi 1.5x 10 psi 2,250 psi(') 750 psi( 1,950 psi 400 psi Size K now (ft-k) = Fti ' S V (k) = 2/3 ' Fv' * b * d El I S Cp = 1.0 I = 1.15 = 1.33 Co = 1.0 I = 1.15 = 1.33 (Ib -m` x 10 ") (m') (in ") C (1) 2x4 0.33 J I [0.37] 0.37 [0.43] 0.43 [0.50] 0.53 0.60 I 0.70 5.36 3.063 1.5 (1) 2x6 0.70 [0.80] 1.39 [1.60] 2.40 0.80 [0.92] 1.60 [1.84] 2.76 0.93 [1.07] 1.86 [2.14] 3.20 0.83 1.65 2.48 0.95 1.90 2.85 1.10 2.20 3.30 27.04 20.80 7.563 54.07 41.59 15.13 81.11 62.39 22.69 1.3 1.3 1.3 (2) 2x6 (3) 2x6 (4) 2x6 3.20 3.68 4.27 3.30 3.80 4.40 108.14 83.19 30.25 1.3 (1) 2x8 1.12 1.28 [1.28] [1.48] 1.49 [1.71] 2.98 [3.43] 1.09 2.18 1.25 2.50 1.45 2.90 61.93 47.64 13.14 95.27 26.28 1.2 1.2 (2) 2x8 2.23 2.57 [2.57] [2.95] 3.26 3.75 4.35 (3) 2x8 3.85 4.43 5.14 18578 --14 91 39.42 1.2 HEM - FIR #2 (WWPAJWCLIB) Fb = F„ = E= F� = 850 psi 150 psi 1300 ksi 405 psi x8 5.141 5.91 I 6.85 4.35 1.67 1.92 2.22 [1.92] [2.20] [2.56 3.33 3.83 4.44 [3.83] [4.41] [5.11] 5.75 6.61 7.67 10.22 (1) 2x10 (2) 2x10 (3) 2x10 (4) 2x10 (1) 2x12 (2) 2x12 (3) 2x12 (4) 2x12 7.67 J 8.82 2.99 [3.44] 5.98 [6.87] 10.31 190.54 247.70 52.56 128.61 98.93 21.39 257.22 197.86 42.78 385.83 296.80 64.17 514.45 395.73 85.56 231.37 177.98 31.64 462.75 355.96 63.28 694.12 533.94 94.92 P 5.001 5.80 10.31 11.86 13.75 6.75 7.76 9.00 925.49 711.92 126.56 Notes: Repetitive Member Factor is used for all (3) 2x_ and (4) 2x_ beams (bending only) [Repetitive Member Factor for (1) 2x_ and (2) 2x_ beams in brackets) Wo -3 2x ftF4'2- BTL ENGINEERING 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425 -821 -2120 0 R pocA ce � m ov�rr or CH et le ,(35o12. -t N ot . ( • . ......... tJ °L∎ FT SH tAl2 o f 0—i G✓,ALL 2 (33 5)05)(1 °) ...._... �24 / 2.`(2\( l P f1 c.rALL P WALL 2in C)J r) 1 5 3 �5 • 240 kt f 2 (g, qv 3 -F ( SA 33,5 fi (244)03 .4- 1 LL-3 $ 4 l S 22f. - , io (2 56 Li - I (\) A rJ Z , 12 M i l /I 00th 33 1 Lo 2'2 26' 5 251 405: C,rQ L Z O S taav 2 Project: Designed By: Project Number: Client: Date. Scale Page: G1 — 4 ENGINEERING 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Interior Partitions BTL ENGINEERING /1.17ecoi gA2 (71 7E S U>N1 .......... 8 0 ( o4)( 8 1 H D20 L3 ni ..... Ax.lhv .....5P ► .. o F . PANJ......0f . ...... 'T.2 00._. •53 M = � 2.22 K • in �Cl1P - I 09 '52 K• i Ilifl l L LJ •X 3 � ti 2_l6 MAY ob Fo 3C2+20o -33 = )( l ro ' ' f ►Zr 1A!s.c"fi .......5. ." ....... ?..... Proje Project Number Client: Designed By: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425- 821 -2120 Date. Scale Page. TP— BTL ENGINEERING MME 02)(01) 2. 0-1 3 6 , PR_ 1728 Of 4,, z)( -- r, chineK 5 i E 25 fJS� 32) (48/4.012\s" a � ouu p{ goof I'1)PVC i L1x" E-- P 9' (2 2.$9)0 (2) 'Uo5/42- 9 s, 32.o lbs. L /44 Project Designed By: Date. Project Number: Client: Scale. 17924 - 140th Avenue NE, Suitc 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 Page. P " a r o1'E ✓.�„ Desigr! ct [himes Section:,. 4415.1f §,..(tn xr+ , Arial YVe1ght xx x '7Y1 � R y } lin ntt) ' 1; :(1 (in) .fin t,,, (i siot ll : 'Va �Yc9 � ,n'► liMc�.. (Ib) (in) (i .. � _' 4J xz S xx Ms , ,(in`r. (i'n� MAO Va (lb ) .,, Yc pn)w P n ►'�M -i<. nn�# .. °. , �.s . >.. 1627100 -18 0.0188 0.068 0.23 0.035 0.040 0.713 0.007 0.324 0.027 0.024 0.48 309 1.037 0.008 0.004 -0.667 1.029 0.580 1627100 -27 0.0283 0.103 0.35 0.052 0.059 0.715 0.011 0.323 0.046 0.042 0.83 577 0.998 0.027 0.006 -0.663 1.027 0.583 162T100 -30 0.0312 0 113 0.38 0.058 0.065 0.715 0.012 0.322 0.052 0.048 0.95 637 0.988 0.037 0.006 -0.661 1.026 0 585 1627100 -33 0.0346 0.125 0.43 0.064 0.072 0.716 0.013 0.321 0.059 0.055 1.09 707 0.977 0.050 0.007 -0.660 1.025 0.586 1627125 -18 0.0188 0.078 0.26 ' 0.042 0.048 0.740 0.013 0.411 0.031 0.026 0.51 309 - 1.093 - 0.009 0.007 -0.893 1.230 0.473 1627125-27 0.0283 0.117 0.40 ° 0.063 0.072 0.735 0.020 0.410 0.050 0.044 0.87 577 1.048 0.031 0010 -0.886 1.221 0.474 1627125.30 0.0312 0.129 0.44 0.070 0.079 0.735 0.022 0.409 0.057 0.050 1.00 637 1.038 0.042 0.012 -0.884 1.220 0.475 162T125 -33 - 0.0346 0.143 0.49 33.077 0.087 0.736 0.024 0.408 0.066 0.058 1.15 707 1.026 0.057 0.013 -0.882 1.219 0.476 250T100 -18 0.0188 0.085 029 0.088 0.067 1 020 0.008 0.310 0.071 0.045 0.88 235 1.502 0.010 0.010 -0 573 1.210 0.776 2507100 -27 0. 0283 0.127 0.43 0.133 0.101 1.021 0.012 0.308 0.117 0.075 1.49 700 1.457 0.034 0 015 -0.569 1.209 0.779 2507100 -30 0.0312 0.140 0.48 0.146 0.111 1.021 0 013 0 308 0.132 0.085 1.69 851 1.445 0.046 0.016 -0.567 1.208 0.780 2507100 -33 0.0346 0.156 0.53 0.162 0.123 1.022 0.015 0.307 0.150 0.098 1.93 1046 1.432 0.062 0.018 -0.566 1.208 0.780 250710043 0.0451 0.203 0.69 0.212 0.159 1.023 0.019 0.305 0.207 0.139 2.74 1446 1.398 0.137 0.023 -0.561 1.206 0.783 2507100 -54 0.0566 0.254 0.86 0.269 0.199 1.029 0.023 0.303 0.269 0.189 3.73 1804 1.376 0.265 0.177 5.31 2734 1.407 0.271 0.029 .0557 1.209 0.787 2507100-68 0.0713 0.320 1.09 0.344 0.251 1.038 0.029 0.300 0.344 0.251 5.58 2252 1.375 0.344 0.243 7.26 3412 1.391 0.542 0.037 -0.553 1.214 0.792 2507125 -18 0.0188 ' 0.094 s 0.32 '> 0.105 - 0.080 1.057 0.015 0.399 0.079 < 0.046 0:90 237 1.593 0.011 0.018 -0.781 1.373 0.677 250T125 -27 0.0283 0.141 0.48 0.157 0.119 1.053 0.022 0.398 0.129 0.079 1.56 700 1.519 0.038 0.027 -0.774 1.368 0.679 2501125 0.0312 0.156 0.53 0.173 0.131 1.053 0.025 0.397 0.145 0.090 1.77 851 1.507 0.051 0.030 -0.773 1.365 0.679 250T12533 0.0346 0.173 0.59 " 0.192 0.145 1.054 0.027 0.397 0.166 0.103 2.03 1046 1.492 0.069 0.033 -0.771 1.365 0.680 2507125.43 0.0451 0.225 0.77 0.250 0.188 1.055 0.035 0.395 0.231 0.147 2.91 1446 1.454 0.153 0.042 -0.766 1.362 0.683 250T125 -54 0.0566 0.282 0.96 , 0.318 0.236 1.062 0.043 0.392 0.310 0.203 4.01 1804 1.426 0.297 0.188 5.64 2734 1.463 0.301 0.054 -0.763 1:365 0.688 250T125-68 0.0713 0.355 ` 1.21 ' 0.408 0.297 1.072 0.054 0.389 0.408 0.281 '5.56. 2252 1.404 0.402, 0.262 7.85 3412 1.440 0.602 0.068 -0.758 1.369 0.694 2507150 -27 0.0283 0.156 0.53 0.181 0.137 1.078 0.037 0.486 0.139 0.082 1.61 700 1.576 0.042 0.044 -0.989 1.542 0.588 250T150 -30 0.0312 0.172 0.58 0.199 0.151 1.078 0.040 0.486 0.157 0.093 1.83 851 1.563 0.056 0.048 -0.988 1.541 0.589 2507150 -33 0.0346 0.190 0.65 0.221 0.167 1.079 0.045 0.485 0.179 0.107 2.11 1046 1.548 0.076 0.054 -0.986 1.540 0590 250715043 0.0451 0.248 0.84 0.289 0.217 1.080 0.058 0.483 0.252 0.154 3.03 1446 1.508 0.168 0.070 -0.981 1 -537 0.593 2507150 -54 0.0566 0.311 1.06 0.368 0.273 1.088 0.072 0.481 0.342 0.213 4.22 1804 1.477 0.325 0.197 5.89 2734 1.517 0.332 0.088 -0.977 1.539 0.597 250T150-68 0.0713 0.391 1.33 0.472 0.344 1.099 0.089 0.478 0.465 0.299 5.92 2252 1.449 0.445 0.276 8.27 3412 1.490 0.663 0.113 -0.972 1.543 0.603 2507200-33 0.0346 0.225 0.76 0.280 0.212 1.117 0.097 0.658 0.203 0.112 2.22 1046 1.647 0.090 0.118 -1.432 1.932 0.450 250720043 0.0451 0.293 1.00 0.366 0.275 1.118 0.126 0.657 0.288 0.163 3.21 1446 1.605 0.198 0,153 - 1.427 1.928 0.452 250T200-54 0.0566 0.367 125 0.466 0:346 ,1.127 0.157 0.654 0.396 ' 0.228 4.51 1804 1.572 0.371. 0.209 6.25 2734 1.615 0.392 0.195 -1.422 1.929 0.456 2507200.68 0.0713 0.462'- 1.57 0.600 0.437 1.139 0.196 0.652 0.548 ; 0.324 8.41 ° 2252 1.538 0.517 0.296 8.86 3412 ' 1.586 0.783 0.251 - 1.417.1.932 0.462 3507100 -18 0.0188 0.103 0.35 0.189 0.104 1.352 0.009 0.293 0.160 0.062 1.22 166 2.176 0.012 0.021 -0.495 1.469 0.887 350T100 -27 0.0283 0.156 0.53 0.285 0.157 1.353 0.013 0.291 0.255 0.122 2.42 566 1.972 0.042 0.031 -0.491 1.468 0.888 3507100 -30 0.0312 0.172 0.58 0.314 0.172 1.353 0.014 0.291 0.286 0.138 2.73 758 1.959 0.056 0.034 -0.490 1.468 0.889 350T100 -33 0.0346 0.190 0.65 0.348 0.191 1.353 0.016 0.290 0.324 0.158 3.11 1033 1.945 0.076 0.038 .0 489 1.468 0.889 350710043 0.0451 0.248 0.84 0.454 0.248 1.354 0.021 0.288 0.443 0.221 4.36 1777 1.906 0.168 0.049 -0.485 1.467 0 891 350T100 -54 0.0566 0.311 1.06 0.574 0.310 1.359 0.025 0.286 0.574 0.296 5.86 2551 1.879 0.565 0.280 8.40 3446 1 914 0.332 0.061 -0.481 1.470 0.893 3507100-68 0.0713 0.391 1.33 0.730 0.390 1.367 0.031 0.283 0.730 0.390 8.67 3193 1.875 0.730 0.379 11.34 4838 1.893 0.663 0.077 -0.477 1.475 0.895 3507125 -18 ' 0.0188 0.113 0.38 0.221 0.122 1.400 0.016 0.382 0.176 0.063 1.25 167 2.278 0.013 0 .039 - 0.6851.605 0.818 3507125 -27 0.0283 0.170 0.58 ' 0.331 0.182 1.396 0.025 0.381 0.277 0.128 253 566 2.044 0.045 0.057 -0.680 1.599 0.819 3507125 -30 0,0312 0.187 0.64 - 0.365 0.200 1.396 0.027 0.380 0.312 0.145 2.86 758 2.030 0.061 0.063 -0.679 1.598 0.820 350712533 0.0346 0.207 0.71 0.405 0.222 1.397 0.030 0.379 0.354 0.165 327 1033 2014 0.083 0.070 -0.677 1.598 0.820 3507125.43 0.0451 0.270 0.92 ` 0,528 0.288 1.397 0.038 0.377 0.490 0.233 4.61 1777 1.971 0.183 0.090 -0.673 1.596 0.822 350712554 0.0566 0.339 1.15 0.668 0.361 1.404 0.048 0.375 0.651 0.317 6.26 2551 1.937 0.626 0.297 8.89 3446 1.978 0.362 0.113 -0.669 1.599 0.825 3507125-68 0.0713 0.427 1.45 : 0.851 0:454 1.412 0.059 0,372 0.851 - 0.433 8.55 3193 1.908 0.839 0.407 12.18 4838 1.949 0.723 0.143 -0.665 1.605 0.828 3507150 -27 0.0283 0.184 0.63 0.377 0.207 1.431 0.041 0.470 0.298 0.132 2.62 566 2.111 0.049 0.093 -0.879 1.745 0.746 3507150 -30 0.0312 0.203 0.69 0.416 0.228 1.432 0.045 0.469 0.336 0.150 2.96 758 2.097 0.066 0.103 -0.878 1.744 0.747 3507150 -33 0.0346 0.225 0.76 0.461 0.253 1.432 0.049 0.469 0.382 0.171 3.39 1033 2.080 0.090 0114 -0.876 1.743 0.747 350715043 0.0451 0.293 1.00 0.601 0.328 1.433 0.064 0.467 0.531 0.243 4.80 1777 2.034 0.198 0.148 -0.872 1.741 0.749 3507150 -54 0.0566 0.367 1.25 0.761 0.412 1.440 0.079 0.465 0.712 0.332 6.57 2551 1.996 0.679 0 310 9.28 3446 2.042 0.392 0.186 -0.868 1.744 0.752 3507150 -68 0.0713 0.462 1.57 0.972 0.518 1.450 0.099 0.462 0.957 0.459 9.07 3193 1,960 0.919 0.428 12.81 4838 2.007 0.783 0.236 -0.863 1.749 0.756 3507200 -33'' 0.0346' 0259 0.88 ' 0.574 0.315 1.487 0.108 0.647 0.428 0.181 3.57 1033 2.199 0.103 0.248 -1.297 2.077 0.610 350T200 -43 0.0451 0.338 1.15 0.749 0.409. 1.489 0.140 0.645 0.600 0.257 5.09 1777 2.150 0.229 0.322 -1.292 2.074 0.612 350T200 -54 ' 0.0566 0.424" 1.44 0.949 0.513 1.496 0.175 0.642 0.814 0.355 7.01 2551 2.109 0.770 0.329 9.85 3446 2.159 0.453 0.408 -1.288 2.076 0.615 3507200.68 - '0.0713 0.534 1.82. 1.213 0.647 1.508 0.218 0.639 1,112 0.496 9.80 3193 2.066 1.054 0.458 13.71 4838 2.121 0.904 0.520 -1.283 2.080 0.620 3627100 -18 0.0188 0.106 0.36 0.205 0.110 1.393 0.009 0.291 0.174 0.064 1.26 160 2.264 0.012 0.023 -0.487 1.504 0.895 362T100 -27 0.0283 0.159 0.54 0.309 0.164 1.393 0.013 0.289 0.277 0.129 2.55 546 2.036 0.042 0.034 -0.483 1.503 0.897 362T100 -30 0.0312 0.175 0.60 0.341 0.181 1.393 0.015 0.289 0.311 0.146 2.88 731 2.023 0.057 0.037 -0.482 1.502 0.897 3627100 -33 0.0346 0.194 0.66 0.378 0.200 1.394 0.016 0.288 0.352 0.166 3.28 996 2.008 0.078 0.041 -0.481 1.502 0.898 362710043 0.0451 0.253 0.86 0.492 0.260 1.394 0.021 0.286 0.481 0.232 4.58 1777 1.969 0.172 0.053 -0.477 1.501 0.899 3627100 -54 0.0566 0.318 1.08 0.622 0.326 1.400 0.026 0.284 0.622 0.311 6.15 2645 1.942 0.613 0.295 8.82 3446 1.977 0 339 0.066 -0.473 1.504 0901 3627100 -68 0.0713 0.400 1.36 0.792 0.409 1 407 0.032 0.281 0.792 0.409 9.09 3311 1.937 0.792 0 398 11.90 5017 1.956 0.678 0.084 -0.469 1.509 0.903 - 362T125 -18 0.0188 0.115 0.39 0.240 0.127 1.442 0.017 0.380 M.192 0.066 1.30 161 2.366 0.014 0.042 -0.675 1.637 0.830 3627125 -27 0.0283 0.173 0.59 0.358 0,191 1.438 0.025 0.378 0.301 0.135 2.66 546 2.109 0.046 0.062 -0.670 1.631 0.831 362712530 0.0312 0.191 0.65 0.395 0.210 1.438 0.027 0.378 0.339 0.152 3.01 731 2.095 0.062 0.068 -0.669 1.630 0.832 3627125 -33 0.0346 0.212 0.72 0.438 0.232 1.438 0.030 0.377 0.384 0.174 3.44 996 2.079 0.085 0.075 -0.667 1.630 0.832 362712543 0.0451 0.276 0.94 0.571 0.302 1.439 0.039 0.375 0.531 0.245 4.84 1777 2.035 0.187 0.097 -0.663 1.628 0.834 3627125 -54 0.0566 0.346 1.18 0.723 0.378 1.445 0.048 0.373 0.705 0.332 6.57 2645 2.000 0.678 0.312 9.34 3446 2.042 0.369 0.122 -0.659 1.632 0.837 362T125-68 0.0713 0.436 1.48 0.921 0.475 1.454 0.060 0.370 0.921 0.453 8.95 3311 1.971 0.907 0.427 12.78 5017 2.012 0.738 0.155 -0.655 1.637 0.840 3627150 - 27 0.0283 0.187 0.64 0.408 0.217 1. 475 0.041 0.468 0.323 0.140 2.76 546 2.177 0.050 0.101 - 0.868 1.774 0. 3627150 -30 0.0312 0.207 0.70 0.449 0.239 1. 475 0.045 0.467 0.364 0.158 3.12 731 2.162 0.067 0.111 -0.866 1.773 0.761 3627150 -33 0.0346 0.229 0.78 0.499 0.264 1.475 0.050 0.467 0 414 0 180 3.56 996 2.146 0.091 0.123 -0.865 1.772 0.762 3627150 -43 0.0451 0.298 1.02 0.650 0.343 1.476 0.064 0.465 0.574 0.255 5.04 1777 2.099 0.202 0.160 -0.860 1.771 0.764 362T150 -54 0.0566 0.374 1.27 0.823 0.431 1.483 0.080 0.462 0.769 0.349 6.89 2645 2.060 0.735 0.325 9.74 3446 2.107 0.400 0.201 -0 .856 1.774 0.767 3627150 -68 0.0713 0.471 1.60 1.050 0.542 1.492 0.099 0.459 1.034 0.480 9.49 3311 2.024 0.993 0.449 13.43 5017 2.072 0.799 0.256 -0.852 1.779 0.771 3627200 -33 0.0346 0.264 0.90 0.619 0.328 1.532 0.110 0.645 0.464 0.190 3.76 996 2.267 0.105 0.269 -1.282 2.100 0.627 362720043 0.0451 0.343 1.17 0.808 0.427 1.534 0.142 0.643 0.649 0.270 5.34 1777 2.218 0.233 0.349 -1.277 2.097 0.629 362720054 0.0566 0.431 1:47 1.024 0.536 1.541 0.177 0.640 0.879 0.372 7.35 2645 2.175 0.832 0.345 10.34 3446 2.226 0460 0.441 -1.273 2.099 0.632 3627200 -68 0.0713 0.543 1.85 1.307 0.675 1.552 0.221 0.638 1.199 0.519 10.26 3311 2.132 1.138 0.480 14.37 5017 2.187 0.919 0.562 -1.268 2.104 0.636 1J �r 5 ud Manuf during Co. Structural (T) Track Section Properties 'Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. See Section Property Table Notes on page 6. Section Properties Z e- 3 z se on, :Aestgn Tdi c W reas f{tn) r - Area:Wei• '!xX SxXL Rx 1yy R ' (jn') pwit) =.o. '{in1`. °`pn'y` ;i ltn�., .pn1 , 7zz�S�or :On'i "iii?) Ma Va- �'nbl Veg (in) ?.. €3 , >a Y S : 3M V a g eg` ill. "(in'.t,, ffn-k ' pbl . 0n) J Cw t J(o Raz , .;ji °' 1�. (i .i- n) 0 ri1 800S137 -33' 0.0346 0.388 1.32 3.198 0.799 2.873 0.073 0.435 3198 0663 1310 455 4.335 0.155 0.948 -0.709 2.991 0.944 800S137-43 0.0451 0.503 1.71 4.134 1.033 2.866 0.093 0.430 4.134 1.033 20.42 1008 4.000 0.341 1.202 -0.700 2.981 0.945 800S137-54 0.0566 0.627 2.13 5.110 1.277 2.855 0.112 0.423 5.110 1.277 28 89 2006 4.000 5.110 1 249 37.38 2006 4.032 0.670 1.460 -0.691 2.967 0.946 800S137-68 0,0713 0.782 2.66 6.303 1.576 2 839 0.134 0.414 6 303 1.576 36 74 4048 4.000 6.303 1.573 54 40 4048 4.003 1.325 1.762 -0 .680 2.948 0 947 800S137-97 0.1017 1.093 3.72 8.597 2.149 2.805 0.169 0.394 8.597 2.149 5109 9037 4.000 8.597 2.149 78.22 11124 4.000 3.767 2.295 -0.658 2.908 0.949 8005162.33' 0.0346 0.413 1.41 3.582 0.896 2.943 0.125 0.550 3.582 0.757 455 4.306 0.165 1.615 -0.951 3.142 0.908 800S162 -43 . -'011M_5_1. 0.537 1.83 4.633 1.158 2.937 0.160 0.546 4.633 1.158 2.89 1008 4.000 0.364 2.056 -0.941 3.132 0.910 800516254 0.0566 0.670 2.28 5.736 , 1.434 '1.772 2.927 0.194 0.539 5.736 1.434 2006 4.000 5.736 1.397 41.84 2006 4.039 0.715 2.509 -0.932 3.119 0.911 800316268 0.0713 0.836 2.84 '" 7.089 2.913 0.235 0.530 7.089 1.772 40.41 4048 4.000 7.089 1.757 59.57 4048 4.013 1.416 3.047 -0.921 3.101 0.912 6005162 -97 0.1017 1.169 3.98 9.713 2.428 2.883 0.305 0.510 9.713 2.426 58.27 9037 4.000 9.713 2.428 86.14 11124 4.000 4.030 4.023 -0.899 3.062 0.914 8005200 -33' 0.0346 0.448 1.52 4.096 1.024 1023 0.227 0.712 4.096 0.812 16.04 455 4.410 0 -179 2.945 -1.306 3.369 0.850 800S200-43 0.0451 0.582 1.98 5.302 1.325 3.018 0.292 0.708 5.302 1.293 25.54 1008 4.038 0.395 3.763 -1.295 3.359 0.851 800S200 -54 0.0566 0.726 2.47 6.573 1.643 3.009 0.357 0.701 6.573 1.643 35.75 2006 4.000 6.573 1.475 44.15 2006 4.168 0.775 4.612 -1.286 3.346 0.852 800S200-68 0.0713 0.907 3.09 8.140 2.035 2.996 0.435 0.692 8.140 2.035 45.29 4048 4.000 8.140 1.964 65.21 4048 4.055 1.537 5.631 -1.275 3.329 0.853 800S200-97 0.1017 1.271 4.32 11.203 2.801 2.969 0.576 0.673 11.203 2.801 65.12 9037 4.000 11.203 2.801 96.63 11124 4.000 4.381 7.524 -1.253 3.292 0.855 800S250 -43 0.0451 " 0.627 2.13 r 6,015 1.504 3.097. 0.500 0:893 6.015 1.313 25.95 1008 4.219 0.425 6:320 -1.695 3.641 0.783 800S250-54 0.0566 0.783 2.66 7.465 1.866 3.088 0.614 0.886 7.465 1.712 33.82 2006 4.134 7.378 1.525 45.66 2006 4.323 0.836 7.769 -1.686 3.628 0.784 800S250-68 0,0713 ' 0.978 3.33 9.261 2.315 3.077 0.752 ' 0.877 9.261 2.240 44.26 4048 4.053 9.261 2.003 59.96 4048 4.219 1.658 9.526 -1.674 3.611 0.785 8005250.97 - 0.1017 1.372 4.67 12.789 3.197 . 3.053 1.009 0.857 12.789 3.190 72.06 9037 4.004 12.789 3.053 102.70 11124 4.073 4.731- 12.838 -1.652 3.575 0.787 10005162 -43' 0.0451 0.627 2.13 8.025 1.605 3.577 0.168 0.518 8.025 1.414 27.94 802 5.292 0.425 3.404 -0.836 3.709 0.949 1000S162-54 0.0566 0.783 2.66 9.950 1.990 3.565 0.204 0 511 9.950 1.990 39.32 1593 5.000 9.950 1.712 51.26 1593 5.332 0.836 4.160 -0.827 3.696 0.950 1000S162 -68 0.0713 0.978 3.33 12 -325 2.465 3.550 0.246 0.502 12.325 2 465 56.20 3209 5.000 12.325 2.465 73.80 3209 5.000 1.658 5.060 -0.817 3677 0.951 1000S162 -97 0.1017 1.372 4.67 16.967 3.393 3.516 0.320 0.483 16.967 3.393 81.43 9037 5.000 16.967 3.393 120.37 9461 5.000 4.731 6.708 -0.795 3.637 0.952 10009200 -43 ' 0.0451 0.672 2.29 " 9. 085 1.817 3.676 0.309 0.677 9.085 1.580 31.23 802 5.319 " 0.456 6.189 - 1.162,3.914 0.912 10008200.54 0.0566 < 0.839 2.86 11.278 ' 2.256 3.666 0.378 0.671 ` 11.278 2.256 44.57 1593 5.000 11.278 1.805 54.04 1593 5.478 0.896 '7.595 -1.153 3.901 0.913 1000S200-68 0.0713 1.050 3.57 ` 13.994 ' 2.799 3.652 0.460 0.662 13.994 2.799 62.28 3209 5.000 13.994 2.744 82.15 3209 5.037 1.779 9.291 4.142 3:883 0.913 10008200 -97 ` 0.1017 - 1.474 5,02 19.336 - 3.867 3.622 0.609 -0.643 19.336 3.867 89.92 9037 5.000 19.336 3.867 133.42 9461 5.000 5.082 12.460 -1.120 3:845 0.915 1000S250-43' 0.0451 0.717 2.44 10.203 2.041 3.771 0.531 0.860. 10.203 1.617 31.95 802 5.508 0.486 10.404 -1.535 4. 161 0.864 1000S250 -54 0.0566 0.896 3.05 12.677 2.535 1762 0.653 0.854 12.677 2.277 44.99 1593 5.213 12.660 1.879 56.26 1593 5.635 0.957 12.805 -1.525 4.148 0 865 1000S250-68 0.0713 1.121 3.81 15.751 3.150 3.749 0.799 0.844 15.751 3.054 60.34 3209 5.060 15.751 2.670 79.94 3209 5.317 1.899 15.726 -1.514 4.130 0.866 1000S250 -97 0.1017 1.576 5.36 21.827 4.365 3.722 1.072 0.825 21.827 4.356 98.40 9037 5.004 21.827 4.181 140.63 9461 5.082 5.433 21.268 -1.491 4.093 0.867 12005162 -54' 0,0566 0.896 3.05 '' 15.730 2.622 4.190 0.212 0.486 15.730 2.334 46.11 1321 6.311 15.730 2.024 60.60 ` 1321 -6 695 0.957 , 6.293 -0.744 4.283 0.970 6.257 1200S162-68 , 0.0713 1.121 3.81 19. 518 `:3.253 4.173 0.255 0.477 19.518 3.253 64.28 2658 6.000 19.518 2.953 88.41 2658 1.899; 7.666 -0.734 4.264 0.970 12005162 -97 0.1017 1.576 5.36 26,966 '4.494 4.137 0.331: 0.459 26.966 4.494 107.85 7814 6.000 26 966 4.494 159.42 7814 6.000 5.433 10.187 -0.713 4.223 0,971 1200S200-54' 0.0566 0.953 3.24 17.662 2.944 4.306 0.393 0.643 17.662 2.658 52.52 1321 6.281 17.662 2.143 64.17 1321 6.836 1.017 11.462 -1.047 4.478 0 945 1200S200-68 0.0713 1.192 4.06 21.947 3.658 4.291 0.479 0.634 21.947 3.658 81.40 2658 6.000 21.947 3.265 97.75 2658 6.300 2.020 14.038 -1.036 4.459 0.946 1200S200-97 0.1017 1.677 5.71 30.417 5.069 4.258 0.635 0.615 30.417 5.069 117.87 7814 6.000 30.417 5.069 174.89 7814 6.000 5.783 18.876 -1.014 4.420 0.947 1200S250 -54' 0.0566 1.009 '3:43' 19.681 3.280 4.416 0.683 0.823 19.681 2.679 52.94 1321 6.521 19.681 2.238 67.01 1321 6.995 1.078 19.354 -1.395 4.704 0.912 12005250.68 0.0713 1.263 4.30 24.484 4.081 4:402 0.836 0.813 24.484 3.963 78.31 2658 6.065 24.484 3.147 94.22 2658 6.643 2.141 23.796 -1.384 4.686 0.913 12005250 -97 . 0.1017 1.779 6.05 34.016 ' 5.669 4.373 1.121 0.794 34.016 5.658 127.80 7814 6.004 34.016 5.446 183.15 7814 6.088 6.134 32.260 -1.361 4.648 0.914 8 Structural (S) Stud Section Properties 'Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. See Section Property Table Notes on page 6. CA FEU iff Steel Stud Manufacturing Co. .7P -4 ENGINEERING 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Details I li b ' _ 1 (_ 0" d i 2 Jl A AAovc, O N ADD NEW i L-3"0 AN SAeA'M PER -hE?mL BTL ENGINEERING si<1 5 1741r - e TH.4■.1.6. Al 5T, WALL. 6 — st 7741.r SCA ANC F o wJ 3 Tut) NEU/ PO u QUO SEE OTAkL niep OIL:0 i'JtitIe at"i PCAN pp 0\ -; t ole , PR0\10e Vg ENO RockkoR, 12 `` erv6eD e ‘lot-i)f)(Nisi / et2 4 .nci 60(7:5. A . ........ YP4C(p4&- fQ Etw)eD, Tqe 5neAe cALL ecr Abl I Ini4 Pee F-' Project. Project Number: Client: Designed By 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072-4315 Phone: 425-814-8448 Fax: 425-821-2120 Date Scale: Page- BTL ENGINEERING E-11 fi.-41A Goo $'it eA ThtL 6N//)LL ei - 1 Au/1) 'T 5174 6- 64000 tsitiLL .. . E 6w- Lim 1 AM 5.1 e•Ae. WALL. ( LA G- S Cf etw 0 00 ee 17 TAIL WA 1Llni Project- Designed By: Project Number Client: Scale. 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072-4315 Phone: 425-814-8448 Fax: 425-821-2120 Date. Page- WALL TYPE SHEATHING PANEL EDGE NAILING FACE NAILING, FRAMING C �LNGRETEs CAPACITY STUD • PANEL EDGE BOTTOM PLATE FOUND. PI -4 3(6" OSB 4 "oc 4 "ec A55 o 15"oc. % "4 • 36 "oc 350 PLF 2x 2x SHEAR WALL SCHEDULE NOTES SHEAR WALL SCHEDULE' I. PROVIDE 2x4 FLAT BLOCKING AT ALL UNFRAMED PANEL ED6ES. 2. SHEATHING, PLYWOOD SIDIN6 EXCEPT 6ROUP 5 SPECIES. MINIMUM PANEL SPAN RATING OF (24/0). 5. PANEL NAILING APPLIES TO ALL SHEATHING PANEL ED6ES. NAIL SHEATHING, TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS • I2 "oc. SHEATHING NAILS SHALL BE 3d GOMMON OR 0.I3I "m x ° 4. FRAMING NAILS SHALL BE I2d BOX OR 0.I3I "m x 54". 5. ANCHOR BOLTS EMBED l" OR EXPANSION BOLTS EMBED 4 ED6S DISTANCE FOR EXPANSION BOLTS MUST BE 2%" MINIMUM. ALL ANCHOR BOLTS AND BOLTS SHALL HAVE 2" x 2" x (6" PLATE WASHERS PER IBC SECTION 2305.5.10. 6. PLYWOOD EDGE NAILING SHALL BE 5TA66ERED. M y \ IP HEADER PER PLAN NAIL BUILT -UP MEMBERS W/ (2)ROWS I2d ® 12 "oc STUDS, MATCH EXIST.-/--7 [(I)2x U.O.N.] tf ADD'L FULL HEIGHT STUD 4 1. • BTL ENGINEERING I , Lk 3 >< �' t M10 t'IZx01.x ld ?.)e- 6, ( (3) 40 Sce‹-t,3, A .• . its •2t -u Project Number: L- Q 4E A: s loe Y• 18 )111,2_ (3) 4 3 Yew 5 Tb L ("wait ,. • (2) 600 s'/(,2-45 tt t g - o.�. Project: Designed By: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 6X3 6-6 lit 9g.2_ ( 3) +d 6 T Sck�wS (2) Q ou4- sU A Iwu 4,)0 (2) i2 S per 4,f 14' ZI(.. v - 7-uc 362T - roe 'Mac II ................... . t I i , � (Z l�, Eh. 7-2) 6,114 w1 (3) 4 7-2) ba !4 6 ski p ,ei \lt Ptt,i,5 TA SW - oN- / . Date. Client: Scale: Page- September 29, 2009 Randy Morgan 1326 5 Ave - Suite 500 Seattle, WA 98101 • City of Tukwila RE: CORRECTION LETTER #2 Development Permit Application Number D09 -186 IFLOOR —1187 Andover Pk W • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Dear Mr. Morgan, This letter is to inform you of corrections that must be addressed before your development permit(s) 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 memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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, Bill Rambo Permit Technician encl File No. D09 -186 W:\Permit Center \Correction Letters\2009\D09 -186 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: September 28, 2009 Project Name: IFLOOR Permit #: D09 -186 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. On sheet A.2A.1 two holdowns are shown to be added to the ends of a shear wall. The west holdown may not have a footing under its location and their may not be enough concrete to obtain 12 inches of anchor bolt embedment. Please verify anchor bolt installation. The 5/8 anchor bolts at three ft. O.C. may not have enough concrete to obtain 7 in. embedment. Verify thickness of slab or specify other specific anchors. Include special inspection requirements per 2006 1BC. 2. On the same page, the new demising wall will be separating warehouse space, suite 1185, from a roughly 3,000 sq. ft. area that is not labeled for its use or occupant Load. Please provide this information. 3. Emergency lighting is required whenever two exits are required. Please provide an exiting plan to show the egress path and location of existing and proposed emergency lighting. Include lighted exit sign locations also on the same plan. 4. The exit doors from the east side of the warehouse areas now serve a total occupant load of over 50 as both warehouse spaces will use this exit. The interior door will need to be reversed to swing in the direction of travel. A main egress path through the two warehouse spaces is required that connects the required exits, is lighted with egress lighting and emergency egress lighting and is arranged so that no point in the areas are more than 100 ft. from this egress path. The same egress path may be required in the area noted in item 2 above. One emergency light fixture is required above the outside landing of each exit door. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. September 15, 2009 Randy Morgan 1326 5 Ave - Suite 500 Seattle, WA 98101 Bill Rambo Permit Technician encl File No. D09 -186 • City sf Tu Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Permit Application Number D09 -186 IFLOOR —1187 Andover Pk W • Jim Haggerton, Mayor Dear Mr. Morgan, This letter is to inform you of corrections that must be addressed before your development permit(s) 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: Allen Johannessen at 206 433 -1763 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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 messenker service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, W:\Permit Center \Correction Letters\2009\D09 -186 Correction Letter #1.DOC 6300 Southcenter Rnulevard_ .Suite *inn • T,,kwil• Wachinotnn OR1RR • Phnno• 9fA_A21_2A711 e C 9nR_ ?1.lAAC Building Division Review Memo • • Date: September 2, 2009 Project Name: IFLOOR Permit #: D09 -186 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, 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. Item #5, on the plan "Sheer Wall Schedule" (also noted in the structural calculations), make reference to code Section 2305.3.10 recommending 2x2 washers. That code reference is an outdated 2003 IBC code. The current 2006 code reference 2305.3.10 refers to Adhesives. It is assumed the code reference intended shall be Section 2305.3.11 which requires the use of 3x3 washers. Please revise plan to show the current code reference and clarify the recommendation for washers on the plan and structural calculations. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DEPARTMENTS: guil dig.gpvla Public Works Complete REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 PERNin PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Structural Incomplete TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: 10 -07 -09 ACTIVITY NUMBER: D09 -186 PROJECT NAME: IFLOOR SITE ADDRESS: 1187 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued Fire Prevention n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) ❑ Permit Coordinator Planning Division DUE DATE: 10-08-09 Not Applicable Comments: Permit Center Use iOnly INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 11 -05 -09 Approved n Approved with Conditions , Not Approved (attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ PIng ❑ PW ❑ Staff Initials: • PEROT COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -186 PROJECT NAME: IFLOOR SITE ADDRESS: 1187 ANDOVER PK E Original Plan Submittal X Response to Correction Letter # 1 DATE: 09 -22 -09 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: .Q y0 D uilding uivision Public Works Complete u DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Permit Center Use (Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: n Documents /routing slip.doc 2 -28 -02 Structural Incomplete Approved with Conditions Fire Prevention n n Planning Division Permit Coordinator DUE DATE: 09 -24 -09 Not Applicable n DUE DATE: 10-22-09 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: et'aq-D l b Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Ul * PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 - 186 DATE: 08 -27 -09 PROJECT NAME: IFLOOR SITE ADDRESS: 1187 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPAR MENTS: B i ding Division J1�qU �ublic Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n TUES/THURS ROUTING: Please Route Structural Review Required n REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PI kfiX, C i j- ttl 3 ,M Ar 6 i-4 ire Prevention il Planning Division ❑ Permit Coordinator ❑ DUE DATE: 09-01-09 Not Applicable No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: I I n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 09-29-09 Permit Center Use Only CORRECTION LETTER MAILED: R IS Q O / Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /1 /D dr Plan Check/Permit Number: ❑ Response to Incomplete Letter # j sr Response to Correction Letter # Z ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: / Fe...190/2. Project Address: // c3 7- 74- it/Do►/ i t- /,fn 7 1 $o ,t i sjj„ ,¢ � 7u,Cu/ /u, , iUi- 76 /e$ Contact Person: , dJIi Mt,/ - € Phone Number: (Za &) 5/ 7 - 7/ l d Summary of Revision: / bee ,f-pp, 'PW' al 0- 7 /.$t -5772.06 ?//LvtZ, 5 /13 . rs - re - T YE &4 ,/'7 /1/1) bpi ' - / PA 7 9/y /'?; i a v, sr1 ih ru ve S TS -- - - , 0 . D 1 6 . D . 3 1 4.24./ f /);#-- #.9. / my p 7 6 8 � (2e1. rr # 1p *1 z'1-7- 9/ 2- V 6 7 Sheet Number(s): !� D. d (a• U . 3 /; /4.2'4. / 4. 9. "Cloud" or highlight all areas of revision including date/of revjsiQn Received at the City of Tukwila Permit Center by: Entered in Permits Plus on i City of Tukwila HA Applications On I..i11c\2009 -08 Revision Submittal.doc Created: 8 -13 -2004 Revised: 8 -2009 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us co-7 -07 REVISION laI'MITTAL 77 07 _ /8 C RECEIVED env TUkvim a OCT 0 7 20095 PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: • 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.citukwila.wa.us Plan Check/Permit Number: D09 -186 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner \applications \forms- applications on Tine \revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director Project Name: IFLOOR Project Address: 1187 Andover Pk W Contact Person: j2.M Q7' H 0Q6A?-) Phone Number: WA. 341- of 7 Summary of Revision: we- dam- T(LOth DLP 4. 1i 5E.S> 1 f1. aVI AL- Sli � " "-' -PA & ,�,,,� sJi T' Q q • i S 4 1 SPo ay - r n - r - 4 1 - , , cast. o 4 - ) L 2- DA 9 / SA),. RECEIVED GUY OFTUKWILA 2 2ZOO fiAMIT CEO h Sheet Number(s): •STrwcT UfLb1S 1'6. "U s; Avpt .J Dt 1 4 5+ar A . "Cloud" or highlight all areas of revision including date of revis• Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ;) -�-01 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 TRAVELERS CAS Et SURETY CO 105165492 08/19/2008 Until Cancelled ARCHIVED $12,000.00 08/21/2008 2 RLI INSURANCE CO SRS1008614 02/26/2002 08/19/2008 $12,000.00 03/04/2002 1 RLI INSURANCE CO SRS1008614 02/26/2001 02/26/2002 $6,000.00 02/23/2001 License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NIELSC *02708 NIELSEN CONSTRUCTION CONSTRUCTION CONTRACTOR GENERAL UNUSED 9/28/19989/15/2000 ARCHIVED Name Role Effective Date Expiration Date SACCO, RONALD PRESIDENT 02/26/2001 NIELSEN, CRISTIAN VICE PRESIDENT 02/26/2001 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L8I 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 GATEWAY CONSTRUCTION SRVCS INC 2066219111 701 DEXTER AVE N SUITE 420 SEATTLE WA 98109 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602086011 ACTIVE GATEWCS992C3 CONSTRUCTION CONTRACTOR 2/26/2001 3/4/2010 GENERAL UNUSED Other Associated Licenses Business Owner Information Bond Information Insurance Information I Company I • • I Effective I Expiration ICancelllmpairedl Page 1 of 2 Received https: // fortress .wa.gov /lni/bbip/Detail.aspx 10/22/2009 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 UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 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 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, "PROVIDE" OR SECURE" AS REQUIRED. 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 LIST. 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 ACT - ACOUSTICAL CEILING TILE MTL - METAL - AUDIO VISUAL N/A - NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT - BOTTOM NTS - NOT TO SCALE CAB - C ABINET OC - ON CENTER CL - CENTER LINE OFF - OFFICE CLG - CEILING OPNG - OPENING CLR - CLEAR OVHD - OVERHEAD COL - COLUMN P - PAINT CONC - CONCRETE PART - PARTITION CONF - CONFERENCE PERF - PERFORATED DEMO - DEMOLITION PERIM - PERIMETER DEPT - DEPARTMENT PERP - PERPENDICULAR DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE DIA - DIAMETER PLYWD - PLYWOOD DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL - DETAIL RA - RETURN AIR Daly - DISHWASHER RCP - REFLECTED CEILING PLAN DWG - DRAWING REC - RECESSED EA - EACH REF - REFERENCE EL L - ELEVATOR ELEC - ELECTRICAL REFR - REFRIGERATOR ELEV - ELEVATION REL - RELOCATE EQ -EQUAL REV - REVISION OR REVISED EQUIP - EQUIPMENT RM - ROOM EXT - EXTERIOR RO -ROUGH OPENING FA - FIRE ALARM RTD - RATED FD - FLOOR DRAIN SCHED - SCHEDULE FE - FIRE EXTINGUISHER SF - SQUARE FEET /FOOT FEC - FIRE EXTINGUISHER CABINET SHT - SHEET FFE - FINISH FLOOR ELEVATION SIM - SIMILAR FIN - FINISH SPEC - SPECIFICATION FLUOR - FLUORESCENT SPKLR - SPRINKLER FLR - FLOOR SPKR - SPEAKER FO - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR STRL - STRUCTURAL FURR - FURRING STRUC - STRUCTURAL GA - GAUGE SYMM - SYMMETRICAL GC - GENERAL CONTRACTOR TBD - TO BE DETERMINED GL - GLASS GWB - GYPSUM WALLBOARD TEL - TELEPHONE OR TELECOM TEMP - TEMPERED HC - HANDICAPPED THK THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB HR - HOUR NP - TYPICAL INCL - INCLUDED OR INCLUDING UON - UNLESS OTHERWISE NOTED INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION VCT - VINYL COMPOSITION TILE LAV - LAVATORY LF - LINEAR FOOT VIF - VERIFY IN FIELD MATL - MATERIAL W/ - WITH MAX - MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD - WOOD W/0 - WITHOUT 1. PROJECT ADDRESS: iFLOOR SOUTHCENTER WEST BUSINESS PARK, BUILDING A 1187 ANDOVER PARK WEST TUKWILA, WA 98188 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 FACILITIES - 2003 / 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: V -N FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: 'B' OFFICE /'S -1' STORAGE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 1 HOUR EXIT STAIR ENCLOSURES: 1 HOUR CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE CONSTRUCTION: OARE OF : 2 SQFT 85 S TOTAL IM ARE F SUITE AREA: 34,386 2 S MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 75' SPRINKLERED NON NFPA13 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, FINISHES. TENANT: GENERAL CONTRACTOR: (FLOOR TBD SOUTHCENTER WEST BUSINESS PARK PLUMBING ENGINEER: 1187 ANDOVER PARK WEST TBD - Bidder Design Build by G.C. TUKWILA, WA 98188 MECHANICAL ENGINEER: ARCHITECT DESIGNER: TBD - Bidder Design Build b / g by G.C. Bur Burgess Design, n, Inc. 9 9 1326 - 5th Avenue, Suite 500 ELECTRICAL ENGINEER: Seattle, Washington 98101 TBD - Bidder Design Build by G.C. Tel: 206.587.7120 Fax: 206.587.7122 FIRE /LIFE SAFETY ENGINEER: ATTN: RANDY MORGAN TBD - Bidder Design Build b g by G.C. BUILDING MANAGER: CB RICHARD ELLIS 631 STRANDER BLVD, BLDG A SUITE G TUKWILA, WA 98188 PLUMBING, MECHANICAL, ELECTRICAL, Tel: 253 - 893 -1152 LIFE SAFETY PERMITS UNDER SEPARATE ATTN: ANDREA HACKER SUBMITTALS. LEGAL D E S C R I P T I 0 N PARCEL N 0 . / PARCEL NUMBER: POR OF NW 1/4 OF NE 1/4 OF SEC 35 -23 1/4 OF SE 1/4 OF SEC 26 -23 -04 - BEG NE COR OF NW 35 -23 -04 TH N 87 -44 -08 W ALG N LN OF SD SEC 30 FT PARK WEST & TPOB TH S 01 -51 -39 W ALG SD W MGN 681.34 W 270 FT TH N 01 -51 -39 E 682.19 FT TH N 01 -51 -39 E 87 -55 -02 E 270 FT TO W MGN OF ANDOVER PARK WEST TH W MGN 115.66 FT TO TPOB LESS POR FOR ACCESS RD LEGAL DESCRIPTION: , 3523049093 -04 TGW 1/4 OF NE TO W MGN FT TH 114.81 FT S 01 -47 REVIEWED CODE COMPLIANCE APPROVED OCT City BUILDING POR 1/4 OF N TH -29 14 0 lUkwila OF SW OF SEC ANDOVER 87 -55 -02 S W ALG SD FOR 20U9 BIVIcinni KEY PLAN / !> > F LO O R P LATE - 1: 25' SOUTHWEST CENTER BUILDING A iFLOOR SUITE 1185 PLANNING APPROVED No es Chan g Can be made.to these plans without approval from the • Plannin g Division of DCD Approved fv., . . DRAWING INDEX Date:, ` DRAWING ISSUED 31va ' 08/27/09 ' 60/91./61 , 110/07/09 : 1 0 EXIT 0 1 1 1 1 L EXIT , ` -=_= ° ° • __ GENERAL X X G.0.0 COVER SHEET / PROJECT INFORMATION X G.0.1 . ? PROJECT NOTES X G.0.2 SITE PLAN X G.0.3 CODE SUMMARY /EXITING PLAN r a e ° ° JO ARCHITECTURAL / INTERIORS X X A.2A.1 DEMOLITION PLAN CONSTRUCTION PLAN X X X A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE /DETAILS EXI EXI ������ �,„ ,;, �,� .. , DEFINITIONS AND DIMENSIONS 11111 L C -- : = 1 'Y v s N ' ` r �..:• ]' r � . 1 1 A. DEFINITIONS: STREET MAP 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. "CLEAR" 5. CLEAR INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B DIMENSIONS AREAS ° r I f f ° -.1. Wig f. =, � w . _ 1 a; r 3' a: , I, ,f i coroorateors F i _ B ' 1 Minkte( Blvd , r " , �T s 4 , i _ �. OF WORK E ��IJ111 1 I � n a Pl °' " "' "` ` .�. ; _ � Upian dDr ` ' 1 i I y 3 . ;r.{ _, :'d'Y i pj [!A . wT + is ' ` ' - - , t t, '� x st ;° s S > Se g�ie,parkDOr . ;; .z., , , .. I ' ' : , = Castro Dr a ' t - ; ! ri o ■ • ,. � ,. s'r I _ + - 4 - ., CENTS S YMBOLS ELEVATION REFERENCE SYMBOL INDICATES FINISHED 1 SURFACES TO ALIGN U DETAIL ID DRAWING TITLE BAR l L r I 1 1 L ° ° < � ° L A.06.XX R DETAIL IDENTIFICATION 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 C. SMALL SCALE DETAILS D. D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 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. DIMENSIONS SHALL INDICATE R CLEARANCES AND RE S ARE . INDICATED BY DIMENSIONS AS NOTED. SHEET NO. DRAWING TITLE D HIC SCALE SECTION REFERENCE SYMBOL TLE :I . 3.. GRAPAL O ' j� T, ¢ � � . ' t E- ,' t j % f , �,� k , _ !, i _ S art s .. .. . F + � pr � ` = _ . e , �i , r v ( uk /r P� , , ! g '� 2 SST ' ;, ;Wald Blvd # y Il c i f : T. 1 ; r j ` "'` r "'" CORRECTION .. LTR# PERMIT 1 gb � ( 1 1 i f RECEIVED OCT 072009 DTL 1 FLOOR ELEVATION SYMBOLS Siff 92'-0" +1'-0" NOMINAL FLOOR DETAIL REFERENCE SYMBOL DTL BUILDING ELEVATION HEIGHT (ABOVE /BELOW) SPACE / ROOM ID �. A ._ No REVISfONS changes shall of work without Tukwila Building •� N OTE: I�eviiions will require ' nd mu d in-'? , -'de additiona be made to the scope prior approval of Division. a new plan submittal , p re view fees. S EPARATE PERi'�11T REQUIRED FOR: '4 Mechanical �' Electrical �= Plumbing ►: as ping Gas Piping City of Tukwila 6LiILDING DIVISION SHT OFFICE SPACE NAME . COLUMN GRID LINE SYMBOL 1 1127 '� SPACE NUMBER DIMENSION II L N 20' - O " 0 DOOR SYMBOL J 0 DOCUMENT SHEET SYMBOL O KEYED SHEET NOTES L ANGLE © AT G1 � - GLAZING SYMBOL CENTERLINE Q1 �- REVISION NUMBER -- .�� H Tenant: iFLOOR SOUTHCENTER WEST BUSINESS PARK BLDG A 1187 ANDOVER PARK WEST TUKWILA, WA 98188 A Tenant Improvement for: CB RICHARD ELLIS 631 STRANDER BLVD. BLDG A, SUITE G TUKWILA, WA 98188 ••I burgess design I interiors Q architecture 1326 Fifth Avenue Suite 500 . Se ttic . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2009 Approved by: Date: FILE' C ta PY Permit No. P -./ P Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any ado.'ted code or ordinance. Receipt ( approved Id Co d conditions is acknowledged: Professional seal By Date: PERMIT SET Project No: 09 -CB 13 -00 City Of Tukwila BUILDING DIVISION 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 CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. EXPIRATION DATE:10 AUG 11 No. Issue Description Date / I \ PERMIT REVISION 1 09/18/09 A\ PERMIT REVISION 2 10/07/09 Drawn by: MK Reviewed by: RM 08/27/09 COVER SHEET / PROJECT INFORY; TION V 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 CONSTRUCTION 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. 3. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 4. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL CONDTIONS 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. ALL 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 SYSTEMS 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. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABUSHMENT 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. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. DMSION II - SITE WORT( 02050 - DEMOLITION 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 LINE 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 APPUCATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBUES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 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 PARTMON 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 RECEMNG 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 STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING 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 AND MATERIALS. 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 A) PAINTED WOODWORK TO BE FINISHED WITH ONE (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH A COMMERCIAL GRADE CLEAR SATIN VARNISH. AS INDICATED IN DRAWINGS. (1) COAT PRIMER AND TWO SCHEDULE AND SEALED WITH 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 XV - MECHANICAL 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. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. p 09 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 14 2009 City of Tukwila BUILDING DRIIgir■ CITY AUG 2 7 2009 PERMIT CENTER Tenant: iFL00R SOUTHCENTER WEST BUSINESS PARK BLDG A 1187 ANDOVER PARK WEST TUKWILA, WA 98188 A Tenant Improvement for: CB RICHARD ELLIS 631 STRANDER BLVD. BLDG A, SUITE G TUKWILA, WA 98188 burgess design I interiors o architecture 1326 Fifth Avcnuc Suite 500. Sc lllc . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & Intellectual property rights reserved c 2009 4I ' 1 REGISTERED CHITECT 'ALL A. MORGAN TATE OF WASHINGTON Professional seal EXPIRATION DATE:10 AUG 11 No. Issue Description PERMIT SET Drawn by: MK Reviewed by: RM Project No: 09- CB13 -00 PROJECT NOTES Date 08/27/09 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 SITE PLAN c 1 : 40 ANDOVER PARK WEST ,..�. 5..::J;.i. -:..J. +a::,»,i. .,.,:.;«i,:..� .t,o:»>,:.:Ro,. • fW'SS,�...w,it .-,.,_ .., - .zi.u..a...,,..:.:a:.: . 1 ............. .u". -� _ .. K. u.:� .i..1.V w_u 1F.Mh w4Fwwn' � :A ...I�.... • .. •. r -± _ 1165 1167 1169 - ;., • ..., 1147 1149 AREA OF CONSTRUCTION ... ,... - -.: •,�.�rw 1171 1177 Wig CODE FOR ODE COMPLIANCE APPROVED OCT 14 2OU9 � Tukwila NG Dl�ric�nn City of BUILDI I 9 (8 Co REQED CITY Of AUG 2 7 2009 PERMIT CENTER Tenant: iFLOOR SOUTHCENTER WEST BUSINESS PARK BLDG A 1187 ANDOVER PARK WEST TUKWILA, WA 98188 A Tenant Improvement for: CB RICHARD ELLIS 631 STRANDER BLVD. BLDG A, SUITE G TUKWILA, WA 98188 burgess design I interiors 0 architecture 1726 Fifth Avccut Suite 500 .Sc Ric . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2009 Professional seal SITE PLAN 80 !STEREO RANDALL A. MORGAN STATE OF WASHINGTON EXPIRATION DATE:10 AUG 11 No. Issue Description T Date PERMIT SET 08/27/09 Drawn by: MK Reviewed by: RM Project No: 09 — CB13 - Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 CODE NOTES 1. EXIT ILLUMINATION LEVEL — PROVIDE AN ILLUMINATION LEVEL ALONG THE MEANS OF EGRESS OF NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE PER IBC 2006 SECTION 1006. CEILING LEGEND LIGHTING ® ( E) ® (N) EXISTING EXIT SIGN NEW EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL (N EXISTING EMERGENCY LIGHTING NEW EMERGENCY LIGHTING KEYED SHEET NOTES O MODIFY EXISTING EXTERIOR LIGHTING, AT EXIT DOORS, TO PROVIDE EMERGENCY LIGHTING. 0. MOUNTED TO COLUMN ABOVE WALL REVIEWED FOR CODE COMPLIANCE APPROVED OCT 14 2009 City of Tukwila BUILDING DnhiRinlu bO (0 RECEIVED . OCT 07 2009 PERMIT CENTER 0 co N N II' —`7:- — WAREHOUSE AREA: .22211 GSA MGM RAM 51.211 222.52 ±14,554 SQFT /500 =29 OCCUPANTS 2 EXITS REQUIRED DUE TO PATH OF VEL REQUIRMENTS; 2 PROVIDED Y (N (N) 0 CF. 142124 122424 (N) PATH OF TRAVEL 1 (E) 1 1 (E) o... .822 224001 mas. ..®..q.. 222. .®.... WM4 .nn .2598 .�. WAREHOUSE AREA: ±13,778 SQFT /500 =28 OCCUPANTS 2 EXITS REQUIRED DUE TO PATH OF TRAVEL REQUIRMENTS; 2 PROVIDED • :u.1 (E) .1.1. (E) CD 0 E EXISTING ADA ACCESSIBLE EXIT /RAMP T XI (E) (E) (E) 442i 4•222 0.21 142242 POI 22152112 • (E) (E) (E) CODE SUMMARY /EXIT PLAN 0 16' 52' 48' SHOWROOM AREA: ±3,334 SQFT /30 =111 0 2 EXITS REQUIRED DUE TO TRAVEL REQUIRMENTS; 2 PR (N . (N) OFFICE AREA: ±1,076 SQFT /100 =10 OCCUPANTS 1 EXIT REQUIRED DUE TO PATH OF TRAVEL REQUIRMENTS; 1 PROVIDED CUPANTS (E) ATHOF DED (E) 1442. 614:41 422260 214224222444 222441 MOM AN. MBA IMAM ROI 124.2 (E) 0 0 (N) (E) 1/16" =1' - 0" —OFFICE AREA: ±990 SQFT /100 =9 OCCUPANTS 1 EXIT REQUIRED; 1 PROVIDED (E) 1 1 (E) (E) r 12.22211241•12. 2 2. 2 23.4241221 (E) EXIT Tenant: iFLOOR SOUTHCENTER WEST BUSINESS PARK BLDG A 1187 ANDOVER PARK WEST TUKWILA, WA 98188 A Tenant Improvement for: CB RICHARD ELLIS 631 STRANDER BLVD. BLDG A, SUITE G TUKWILA, WA 98188 burgess design I interiors Co architecture 1326 Fifth Avenue Suite 500 . Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 M reproduction & intellectual property rights reserved c 2009 Professional seal ■ 80 21 S TERED HITECT NDALL A. MORGAN STATE OF WASHINGTON Project No: 09— CB13 -00 EXPIRATION DATE:10 AUG 11 No. Issue Description Date PERMIT SET PERMIT REVISION 1 Drawn by: MK Reviewed by: RM CODE SUMMARY/ EXIT PLAN 08/27/09 0 A PERMIT REVISION 2 10/07/09 Original drawing is 24" x 36 ". Scale entities accordingly if reduced SYMBOL LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED • 1 NEW INSULATED RATED/ NON RATED CONSTRUCTION TO DECK ABOVE, PER DETAIL K /A.9.1 GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION: 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE -USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE —USE, UNLESS OTHERWISE NOTED. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 5. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. GENERAL CONSTRUCTION NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDMONS 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 PARTION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 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. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE— REFARDENT TREATED WOOD. KEYED SHEET NOTES DEMO PORTION OF EXISTING DEMISING WALL. NEW LSL 3k" x 11 %" HEADER TO BE INSTALLED, SEE DETAIL A /A.9.1 FOR GENERAL REQUIREMENTS. SEE STRUCTURAL CALCULATIONS & SKETCHES FOR FURTHER INFORMATION. NEW (2) 2x8 HEADER TO BE INSTALLED, SEE DETAIL A /A.9.1 FOR GENERAL REQUIREMENTS. SEE STRUCTURAL CALCULATIONS & SKETCHES FOR FURTHER INFORMATION. ADD NEW PLYWOOD AND SHEATHING TO WALL, SEE DETAILS J— L /A.9.1 FOR FURTHER INFORMATION. HDU -2 HOLD DOWN. O EXISTING DOOR AND FRAME SWING TO BE REVERSED TO COMPLY WITH EMERGENCY EGRESS RE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 14 2009 City Ci of Tukwila BUILDING DIVISION RMENTS. RECEIVED OCT 07 2009 PERMIT CENTEF, DEMOLITION/CONSTRUCTION PLAN 0 8' 16' 24' 1/8" = 1'— O Tenant: iFLOOR SOUTHCENTER WEST BUSINESS PARK BLDG A 1187 ANDOVER PARK WEST TUKWILA, WA 98188 A Tenant Improvement for: CB RICHARD ELLIS 631 STRANDER BLVD. BLDG A, SUITE G TUKWILA, WA 98188 e l , burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500 . Sc ttle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2009 Professional seal 802 RE I TERED • . ITECT RA DALL A. MORGAN STATE OF WASHINGTON No. Issue Description EXPIRATION DATE:10 AUG 11 PERMIT SET PERMIT REVISION 1 /2\ PERMIT REVISION 2 Drawn by: MK Reviewed by: RM Project No: 09 — CB13 - 08 09 10/07/09 DEMOLITION/ CONSTRUCTION PLAN Date Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 DOOR Sc 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 APPUCABLE IBC & ACCESSIBILTIY REQUIREMENTS. DOOR SCHEDULE 1185A 1185B 1185C 3' -0" EXIST PL -4 DOOR 3' -0' N 1'e OSB 7' -0" 7' -0" EXIST w a 4'0.C. A A EXIST 1 1 EXIST HM EXIST - EXISTING DOOR, FRAME AND HARDWARE TO BE ALTERED TO PROVIDE R SE NG HARDWARE GROUP GROUP 1 SINGLE, PASSAGE LATCHSEr NON -RATED Q La- 4 "0.C. 0 HM w HARDWARE GROUP HARDWARE 1 PASSAGE LATCHSET 1 1/2 PAIR HINGES 1 WAIL - MOUNTED DOOR STOP DOOR TYPES 0 1 I, WIDTH A --- H.M. FRAME - PAINTED FLUSH H.M. DOOR- PAINTED bo9 - REVIEWED FOR CODE COMPLIANCE APPROVED OCT 14 20U9 City of Tukwila BUILDING DIVISION SHEAR WALL SCHEDULE A35 0 15' O.C. 0 Z U m U %' 0 36" O.C. REMARKS MATCH BUILDING STANDARD 350 PI/ z 0 O w 8 2x 2x SHEAR WALL SCHEDULE NOTES 1. PROVIDE 2x4 FLAT BLOCKING AT ALL UNFRAMED PANEL EDGES. 2. SHEATHING, PLYWOOD SIDING EXCEPT GROUP 5 SPECIES. MINIMUM PANEL SPAN RATING OF (24/0). 3. PANEL NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS 0 12" O.C. SHEATHING NAILS SHALL BE 8d COMMON OR 0.131'0 x ZJ . 4. FRAMING NAILS SHALL BE 12d BOX OR 0.131 1 0 x 3v ". 5. ANCHOR BOLTS EMBEDED 7" OR EXPANSION BOLTS EMBEDED 41 '. EDGE DISTANCE FOR EXPANSION BOLTS MUST BE Or MINIMUM. ALL ANCHOR BOLTS AND BOLTS SHALL HAVE 3" x 3' x .0229" PLATE WASHERS PER IBC SECTION 2305.3.11. /� . PLYWOOD EDGE NAILING \ SHALL BE STAGGERED. SHEAR WALL SCHEDULE RECEIVED OCT 072009 PERMIT CENTEE %" GWB EACH SIDE EXIST. FRAMING MODIFIED AS REQUIRED FOR NEW HEADER BLOCKING AS REQUIRED ADD FULL HEIGHT STUD TO MATCH EXIST DEPTH STUDS, MATCH EXIST. DEPTH ((1) 2x U.O.N.) CROSS SECTION EXISTING PLYWOOD SHEATHED WALL (PL -4 ASSUMED) EXISTING GWB EXISTING PLYWOOD SHEATHING EXISTING STUD WALL EXISTING SLAB AND — FOUNDATION r .% \ \ NEW HEADER. 20' -O" SPAN -LSL 31¢"X11 %" 6' -0" SPAN -(2) 2X8 HF #2 NAIL BUILT UP MEMBERS W/ (20 ROWS 12d0 12" O.C. HEADER DETAIL SHEAR WALL D 20' -0%' A.F.F. O 20 -0" SPAN 8' -0%" A.F.F. ® 6' -0" SPAN \ ELEVATION 1 - 1 / 2 "= EXISTING GLU -LAM BEAM ) "O x 6" LAG SCREW 0 12" O.C. SHEAR WALL EDGE NAILING EXISTING WOOD STUD WALL NEW PLYWOOD PER PL -4, SEE SHEAR WALL SCHEDULE M /A.9.1 (REMOVE EXISTING GWB AS REQUIRED) NEW %" GWB OVER NEW PLYWOOD NEW PLYWOOD PER PL -4, SEE SHEAR WALL SCHEDULE M /A.9.1 -- NEW HOLD DOWN WHERE SHOWN ON PLAN. PROVIDE WO EPDXY ANCHOR, 12" EMBEDED 0 HOLDDOWN EPDXY BOLTS, SIZE AND SPACING -SEE SHEAR WALL SCHEDULE M /A.9.- 16" EMBEDED, TYP. SHEAR WALL EDGE NAILING f! Inspection for verification of bolt holes shall be required prior to installing epoxy and bolts. Inspection may be included with the framing inspection. 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. GENERAL DEVICE ALIGNMENT r . CV DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW s d ELEVATION G CARD READER WHERE OCCURS O O O O O <i 4 4d 4 v 4 AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT UGHT & PROJEC11ON SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR HARDWARE LATCH FINISHED FLOOR TELEPHONE OUTLET ELECTRICAL OUTLET EXISTING ROOF SHEATHING (2) 800 S162 -43 ® 8' -0" O.C. 362 T200 -33 TOP TRACK 8' -O" A.F.F. NTERIOR WALL SUPPORT DETAIL 4_ 6x3x0' -6 "x14 GA. W/3 #8 SHORT SCREWS TO ROOF SHEATHING AND (2) #12 SCREWS IN 2" VERTICAL SLOT R 3 "x4 "x18 GA. 0 48" O.C. EACH SIDE W /(3) #8 SCREWS TO EACH FLANGE 4_ 11¢ "x11¢ "x2'- 0 "MIN.x18 GA. W /(3) #8 SCREWS AT EACH LEG 4.1Xz "x11¢ "x0' -6" MIN.x18 GA. W /(3) #8 SCREWS AND (2) 0.141"O DRIVE PINS TO SLAB ON GRADE 362T125 -18 BOTTOM TRACK 1 -1 /2 " =1' -0" NTS 4 4 • n C PLAN 4 • 4 B SECTION 4 %" GWB EACH SIDE TO 8' -0" A.F.F 4.11¢ "x 11¢ "x2' -0 "MIN. x18 GA. W /(3) #8 SCREWS AT EACH LEG 362S125 -18 STUDS ® 24" O.C. 362T125 -18 BOTTOM TRACK Tenant: iFLOOR SOUTHCENTER WEST BUSINESS PARK BLDG A 1187 ANDOVER PARK WEST TUKWILA, WA 98188 A Tenant Improvement for: CB RICHARD ELLIS 631 STRANDER BLVD. BLDG A, SUITE G TUKWILA, WA 98188 e burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500 . Seattle . WA 88101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2009 Professional seal RE TERED j ' H TECT DALL A. MORGAN STATE OF WASHINGTON 8021 No. Issue Description PERMIT SET EXPIRATION DATE:10 AUG 11 Date 08/ / ' \ PERMIT REVISION 1 09/18/09 PERMIT REVISION 2 10/07/09 Drawn by: MK Reviewed by: RM Project No: 09- CB13 -00 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.1