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Home My WebLink AboutPermit D02-062 - BON MARCHED02-062 Bon Marche 500 Southcenter Mall City of'1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049086 Permit Number: D02 -062 Address: 500 SOUTHCENTER MALL TUKW Issue Date: 05/21/2002 Suite No: Permit Expires On: 11/17/2002 Tenant: Name: BON MARCHE Address: 500 SOUTHCENTER MALL, TUKWILA, WA Owner: Name: BON MARCHE Address: C/O FEDERATED DEPT STORES, 7 WEST SEVENTH ST Contact Person: Name: WILLIAM POLK Address: 1120 POST ALLEY, SEATTLE, WA Contractor: Name: LYDIG CONSTRUCTION INC Address: PO BOX 11035, SPOKANE Contractor License No: LYDIGC *264JC j: DESCRIPTION OF WORK: REINFORCE SOUTHWEST WALL ON MALL LEVEL Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: doc: Devperm $200,000.00 AUTO FIRE ALARM DEVELOPMENT PERMIT 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: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page ** D02 -062 Phone: (503) 579 -7083 Phone: 206 622 -8443 Phone: 509 534 -0451 Expiration Date: 09/11/2003 Fees Collected: $2,568.19 Uniform Building Code Edition: 1997 Occupancy per UBC: 0023 Printed: 05 -21 -2002 z 1 Z cc I QQ JU 00 W I J w L Q = a w z � H O Z I— U 0 O � w W ' U -0 W Z U N Z City of Tukwila Permit Center Authorized Signature: doc: Devperm D02 -062 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: a a� �po Date: 5 /Z/ / e . 2..._ Print Name: CE/ 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. Printed: 05 -21 -2002 doc: Conditions City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2623049086 Permit Number: D02 -062 Address: 500 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 03/06/2002 Tenant: BON MARCHE Issue Date: 05/21/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All mechanical work shall be under separate permit issued by the City of Tukwila. 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 7: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 8: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 9: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 10: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 11: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 16: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 17: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 18: Maintain fire extinguisher coverage throughout. 19: * * * EXITS * * * - UFC Article 12 20: Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its precense would obstruct or render the exit hazardous. (UFC 1203) 21: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) D02 -062 Printed: 05 -21 -2002 z w 6 00 (r) J N W a u_? co a = • w z � I- 0 z i}-- w • w V O N o F- w W LL-O w U = 0 z ri• 22: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 23: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 24: Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 25: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 -NFPA 13 26: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 28: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 29: All sprinkler systems, fire hydrant systems, standpipe systems, fire alarm systems, portable fire extinguishers, and other fire - protective or extinguishing systems or appliance shall be maintained in an operative condition at all times and shall be replaced or repaired when defective. All repairs and servicing shall be made in accordance with recognized standards. (UFC 1001.7.1) 30: Sprinklers subject to mechanical injury shall be protected with listed guards. (NFPA 13- 2.2.7) 31: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 32: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 33: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) 34: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 35: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 36: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 37: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 38: All interior demo debris must be removed prior to demo of the automatic sprinkler system. Contact the Tukwila Fire Prevention Bureau at 206 - 575 -4407 for an inspection of the building prior to shut down of the automatic sprinkler system. 39: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ., ' uo�l'. tv,' M; ne:: venrrrr ,;,.�.:�r�x:�a.•a. +m , ,..., �... ,.,,........... ,.,... ,. D02 -062 Printed: 05 -21 -2002 z I ~ rG JU 00 J = H w J u_ � =w z � H O z t-- U0 O N 0 H w w O . w U= z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Signature: CA;mL Date: 5 / -'/O -- Print Name: doc: Conditions D02 -062 Printed: 05 -21 -2002 Project Name /Tenant: � A I rV /`1ARCNe SOv THcIs J7 Existing use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital Church ❑ Manufacturing ❑ Motel /Hotel El Office ❑ School /College /University El Other Value of Construction: X200, oa7 Site Address (include suite number) City State /Zip: S' O SOOT HC'/tu)e NALL TO/OVII-A. W08/AS Tax Parcel Number: 2 . 6 23 — ?O86 07 Property Owner: i TH6 BO R(_.H � A) Ii Will there be rack storage? in yes ❑ no Phone C2a6 f - v67/4 3 Street Address: City State /Zip: o O P;l c , S- iTI & vim 98io1 Fax #: Contractor: ;. 7 h t Phone:( 4 7- 76t___ Street Address: City State /Zip: ft &artrq i Av'e ., — . . ea1l le, W 4 ?tit/ Fax #: 6 41 _7 - 7 7) Architect: i/o Phone: Z2- Street 1f Posh Alley C il City State /Zip: WA pro/ Fax #: (wg) 6za - e ° Phone )490 ) 3 3� 0 Engineer: C I, ( ) tyl Par &r ICU l eext. Street Address: J !City State /Zip: 217 Pke Ctr , rN,tt 300 C A1e, 144A ?poi Fax #: ( 3g3 l Contact Person / i i of wl �p l Phone ) / ¢¢ 6zo6 b 2 -o° Street Address: 112_0 Pos-' A /ef (ea te, City State /Zip: vv/4 98/0/ Fax #: ko 6 ),2. x8031 Description of work to be done (please be specific): Qjh fora– SoKttiVVesf wall 0h ma 1( (eve!. ,. Existing use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital Church ❑ Manufacturing ❑ Motel /Hotel El Office ❑ School /College /University El Other Proposed use: Retail ❑ Restaurant El Multi- family ❑ Warehouse CI Hospital Church ❑ Manufacturin g ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Building Square Feet: existing No. of Stories: Area of construction (sq ft): 1, `x00. Will there be a change of use? ❑ yes El no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? in yes ❑ no Existing fire protection features: ❑ sprinklers automatic fire alarm El none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 21 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKWILA Permit Center 6300 Southcentcr Blvd., Suite 100 ,Tukwila, WA 98188 (206) 431 -3670 IIIIIII Project Nu. r: Permit Numb a o 4 1 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) El Flood Control Zone ❑ Hauling El Channelization /Striping El Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only El Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: gal Schedule: El Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date applicationsept oro2. Date application xpire 4402 Application en by : jtials) PLEASE SIGN BACK OF APPLICATION FORM 11 /30/00 clpenoit. doc tNM/Ti' BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 0 3/ 0 6/2 Od 2.. Print nail et N ' •s 0 7 6 44 0 Phone 1240 I►: 1- , - t 0 E' Address ' X 20 Po /4 I f e� / City /State /Zip s" ti � A �p t o / APPLICA S MUST BE SUBMITTED WITH T • LLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL R I I/43 t'' ICINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved Z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 6 s 11. Location and gross floor area of existing structure with dimensions and setback U O 12. Lowest finished floor elevation (if in flood control zone) u 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). LU ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled u� w O ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 2 any hazardous materials; dimensions of proposed tenant space. § ❑ ❑ Vicinity Map showing location of site = a �w ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z O rack. Structural calculations are required for rack storage eight feet and over. w • w U O (2 O I-- WW U- O .. w� U = O ~ ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 - 4787. (Form H - 5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. II/i0/00 clpermiLrruc Z Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doe: Receipt Current Pmts PLAN CHECK - NONRES City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WILLIAM POLK ASSOCIATES Parcel No.: 2623049086 Permit Number: D02 -062 ' U O Address: 500 SOUTHCENTER MALL TUKW Status: PENDING 0 Suite No: Applied Date: 03/06/2002 w H Applicant: BON MARCHE SOUTHCENTER Issue Date: CO !L Receipt No.: R020000314 Payment Amount: 1,009.94 g Q Initials: SKS Payment Date: 03/06/2002 02:30 PM H w User ID: 1165 Balance: $1,558.25 Z Type Method Description w w Payment Check 10155 1,009.94 1112 RECEIPT Description Account Code 000/345.830 1,009.94 Total: 1,009.94 4540 03/07 '2716 TOTAL 1009.94 Printed: 03- 06.2002 TRANSACTION LIST: Payee: ACCOUNT ITEM LIST: doc: Receipt Current Pmts Amount City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT .1 W D QQ Parcel No.: 2623049086 Permit Number: D02 -062 0 O . Address: 500 SOUTHCENTER MALL TUKW Status: APPROVED tO O to Suite No: Applied Date: 03/06/2002 _ A pplicant: BON MARCHE Issue Date: to u. WO Receipt No.: R020000672 Payment Amount: 1,558.25 g 5 N m Initials: SKS Payment Date: 05/21/2002 12:13 PM H W Type Method Description = ( Payment Check 180634 1,558.25 LLI oft LYDIG CONSTRUCTION INC Description Account Code BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Ar 6� se mot/ Date Called! We Special Instructions: Date Want n a.m. Requeste : N/9 Phone N INSPECTION RECOR'M Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspect Date: /,, Z mi l / $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid att300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Type of Inspection: Special Instructions • r Date Wanted: Requester: Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd.,#100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.00.REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r^" ProjectrI \, MCIV'Jt Type of Inspection: . , s PCI l Address: 5Oc so .4,spA4r idict 11 Date called :.' ` 7 -- 1) Special instructions: Date wanted:, .ni. 4 - O2 p.m... Requester:.... Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector.. 1 pproved per applicable codes. n Corrections required prior to approval COMMENTS: Q . Dc9tv t eGl } -t ,/' 4s 1 ct dO - COY' 4. v1r r ra �I Y�'t itf( ?! � �`�-P Q . ' PC C Dd.Nti1 Y ON - c rovt'ok. S ()Jo\ e PC tau 1 ∎S osk ry-e Date: t (206)431 -3670 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No:" Date: Z • W 6 i0 O 0 co o CD 11,1 J Qu_ WO 2 u_ w d = W Z � ZI- W U� O D O 1- W H — O U N F— _ O F"' Z v it; ....) o v , cipuz., Typr4 a 11 ),, '? // Date_711$ ..... 0 „, Date wa tPd: (M) i P.m. _pecial instructions: , Special Req er,.• ,hr IS Phone: — 2 50 V. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 47.00 REINSPECTION 1 REQUIRED. Pri r to inspection, fee must be paid t 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. INSPECTION RECOR Retain a copy with permit Corrections required prior to approval. V. Dat • Date: PERMIT NO. (206)431-3670 0 4 WiNtIrdlika ' 1/0 •,41al■W < . z w LU 2 —J 0 O 0 co co mu Li, ' —J LL, u j 0 I. w ° I— III Z 1-0 Z ILI n 0 0 O I— LU u j IL — al; Z W Project 6e) 4/ /7/47C/le Type of Inspection: / 9-i i 1,4) & Address: 511 f 17`1 C MA-LL.- Date call . 7 ... `J`'/d Special instructions: Date wa ed: 7 30 0 a.m. Reque ter;, `/c' ��`r one: e j pp a 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ¢300 SouthcenterBlvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit I ! 1 ¶ PERMIT NO. (206)431 -3670 'Corrections required prior to approval. COMMENTS: 54 $47.00 REINSPECTION4FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z 61.1 6 O 0 cn J U. wO 2 La = • a w Z o Z • w U� OF— W F- LL W Z U= O ~ Z Projec r M , / TYpz5 1 LL.. izi- (� A d ss: Date c ed• / az_ . Special instructions: Date w ted: �� rye La, p.m. Re u ster: Fr og INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: lnspec Date: $47.00 REINSPECTIO ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .. .%L •. r._ S'y.`...a:.::.w a�i1151O lYCwi��hyi�Y:4J r -i. ...._ PERMIT NO. (206)431 -3670 kW, Z HW re 2 J UO co J H N •O W g a I d. 1- W Z = H- Z0 W W U o Y2 ff W ~ H W Z ll.l U= O~ Z Pr*ct: Tyfyf /4 rote( Ad e6 5( , d r, h )) Date Special instructions: Date-w id /0 0 p.m. Requeste il: 1' , Pho to _ p 0 , CAS/ et,..Wo. I 0 .INSPECTION NO. INSPECTION RECOR Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. A (206)431-3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: 'D • A-- Ct.)e4.-& Date- — 0-Z— V7.00 REINSPECTIO FEE REQUIRED. P or to inspection, fee must be paid At 6300 Southcenter Blvd., Suite 100. Call o schedule reinspection. Date: Receipt No: • z O 0 CO a CO W W -J uj 0 2 ?- g • < n a 111 Z I-0 Z 0 O S O I- O u j I — ;7 9 0 ▪ Z L o j O • F- Z ••• COMMENTS: Type of Inspection: rk ili "7 0 / /a 4 0.4 t g M S j a r Address: �` 5C, /� CQ C'� ) gick- s�..e,-,4c--/\ / A • (_ • 1iji - . r /)71 - "ldr__ .... / ,00 Requester;.,/ V LC Phone: 2 r /r r f Proj � O VI VV. t ' ,�z Type of Inspection: rk ili "7 Address: �` 5C, /� CQ C'� Date called �� - Special instruction's: Date n d: c yp ( /vol air p.m. Requester;.,/ V LC Phone: 2 r /r r f isle Arit INSPE TION NO. INSPECTION RECOR Retain a copy with permit - CITY'OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 f pproved per applicable codes. n Corrections required prior to approval. I • pector: Date: 00 REINSPECTION FEE R QUIRED. Priyf to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr,2-o PERMIT NO. (206)431 -3670 Project: Type of Inspection: , Ad ress: 0 , • C • elvat • Date cal ed: — 070 2- Special instructions: Date wanted.1/70,?N (• RequesteLL ' I a) - 1 -155, 2 l wistr INSPECTION NO. At'n • ':!......i:V4S:;.‘..11-5..-.;;!"1.-1'; INSPECTION RECOR Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-360 Approved per applicable codes.. 'Corrections required prior to approval. COMMENTS: 1 .1.••••••'‘ cLQ u_vtAckil eaa.L.;„ All ..AIL ■11......• 7.00 REINSPECTION'FEE R 6300 Southcenter Blvd., Sui pt No: UIRED. Prior to i 100. Call to sch tor: Date: 9 0 spection, fee must be paid ule reins ection. Date: •;:a.. • ;:c..!;,....•;;•'.., COMMENTS: _ 1 (:) , , t7 A ,3 d . (N V> <9-&A X44 n. r 4,C_ e .c.,/v� -n c t l a 40 . rrx`). 3 a� Special instructions: ( k 'Jct. erC) 0 w R ,t 1 R' ( '■-- ) • Date wptesi: 7 C a.ma.,/ ' ,,�� p.m. to `1 n...tt-v.. (0 d- �, , ky N INA.G7 Project; ' /1r��cZ ` of Iris/jGit Address: •jeC SC ,WQli Date ca Type lled: 7 7 -te Z Special instructions: 1 • Date wptesi: 7 C a.ma.,/ ' ,,�� p.m. to Phon . , ■2, --2'06 crs S/- /66 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818:' Receipt No: pproved per applicable codes. INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. ctor: ` Date: 47.00 REINSPECTIO FEE REQUIRE . Prior to inspection, fee must be paid V 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Z 6 J 0 CO CI J I- W 2 u. CS d H W ' Z = it— Z° W U O I- W W � - � O .. Z. U = O I- Z Pr t: • ,, c.A.e 1 ii c,-/) Type of Inspection: I) Address: ,,,vk cc. Date call .c: .. ... ax c Special instructi ons: • Date wanted: a.m. 6-, — 7_4 -OZ. P.m. Requeste h ri ( u, Phone: -- 2:, - 0 • • . . • . , ■ • • • , • • • INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 COMMENTS: 7.00 REINSPECTION FE t 6300 Southcenter Blvd., eipt No: Date: --oz REQUIRED. Prior to nspection, fee must be paid ite 100. Call to schedule reinspection. Date: pproved per applicable codes. n Corrections required prior to approval. I s COMMENTS: Type of Ipspectiory Type of Ipspectiory Address: Date called: Special 1 instructions: Date wanted: Requester: . . INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Approved per applicable codes. INSPECTION RECOR Retain a copy with permit Date: .1)02-662 PERMIT NO. (206)431-3670 ( Corrections required prior to approval. ri $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: couglin porter lundern lydig construction brace compression flange ceiling joist sprinkler valve drawing section COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Structural Calculations for the • Bon Marche Southcenter Cosmetic Entry Design William Polk Associates March 1, 2002 Project SO10930-06 FAMAMMaY EXPIRES 7/25/03 Prepared by: John Smith Rebecca Hix Collins VA FILE COPY 1 RECEIVED CITY OF TUKWILA MAR 0 6 20C' PERMIT CEi.rrE, D o rk41 COUGHLIN f -ORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION RECEIVED CITY OF TUKWILA MAR 0 6 2002 Checked By: Sheet / of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P :206/343 -0460 • F:206/343 -5691 cosmetic remodel remodel diagonal wall enlarge opening existing building plan cosmetic entry revisions existing cosmetic entry revision Summary of wall stresses for determining fiber wrap option capacity of fiber wrap= 4.64 kips /ft per layer 4irsi E(> 4) �(I_n) f ( Psi) r �I! ooiromw(l(i^2)'aio',�s(i mm- vetatfs�oosol Mara �yusfuttoynatv�n%eta1�. 1 !( check l"d t N yo Roof to 3rd Ex/ 5 T /dv 2nd to mall W -1 W -2 W -3 W-4 W -15x W -15y ,W-16x W -18y W -17x W -17y W -18x W -18y W -19 W -20 W -21 W -22 W -5 168 5 6000 60000 0.2 12 1894 750 968 1717 1.10 177 1.05 say ok W -6 144 4 6000 60000 0.2 12 1077 514 829 1343 0.80 -266 not reqd W -7 24 4 6000 60000 0.2 12 121 86 138 224 0.54 -103 not reqd W -8 24 8 6000 60000 0.44 12 169 171 304 475 0.36 -306 not reqd W -9 72 8 6000 60000 0.44 12 1240 514 912 1426 0.87 -186 not reqd W -10 24 8 6000 60000 0.44 12 166 171 304 475 0.35 -309 not reqd W -11 72 8 6000 60000 0.44 12 1261 514 912 1426 0.88 -165 not reqd 3rd to 2nd Floor W -1 17 8 5000 60000 0.31 15 369 111 121 232 1.59 137 8.05 2 W -2 17 8 5000 60000 0.31 15 369 111 121 232 1.59 137 8.05 2 W -3 16 8 5000 60000 0.31 15 81 104 114 219 0.37 -138 not reqd W-4 16 8 5000 60000 0.31 15 80 104 114 219 0.37 -139 not reqd W -12x 48 8 5000 60000 0.31 15 1822 313 343 656 2.78 1166 24.30 6 W -12y 120 9 5000 60000 0.31 14 2211 880 918 1798 1.23 413 3.44 1 W -13x 48 8 5000 60000 0.31 15 1321 313 343 656 2.01 665 13.86 3 W -13y 120 9 5000 60000 0.31 14 2201 880 918 1798 1.22 403 3.36 1 17 8 5000 60000 0.31 15 26 111 17 8 5000 60000 0.31 15 26 111 16 8 5000 60000 0.31 15 44 104 16 8 5000 60000 0.31 15 44 104 72 8 5000 60000 0.31 14 1973 469 120 9 5000 60000 0.31 15 1850 880 42 10 5000 60000, 0.62. 10 . 543, 342 24 10 5000 60000 0.62 10 406 196 72 8 5000 60000 0.31 14 1915 469 120 9 5000 60000 0.31 15 1830 880 42 10 5000 60000 0.62 10 588 342 24 10 5000 60000 0.62 10 423 196 24 8 5000 60000 0.31 15 170 156 62 8 5000 60000 0.31 15 480 404 62 8 5000 60000 0.31 15 498 404 24 8 5000 60000 0.31 15 129 156 121 232 0.11 -206 not reqd 121 232 0.11 -206 not reqd 114 219 0.20 -175 not reqd 114 219 0.20 -175 not reqd 551 1020 1.93 953 13.23 3 857 1737 1.07 113 0.94 1 900 1242. 0.44 -699 :. not regd, . . 514 710 0.57 -304 not reqd 551 1020 1.88 895 12.43 3 857 1737 1.05 93 0.78 1 900 1242 0.47 -654 not reqd 514 710 0.60 -287 not reqd 171 328 0.52 -158 not reqd 443 847 0.57 -367 not reqd 443 847 0.59 -349 not reqd 171 328 0.39 -199 not reqd mall to fndn W -1 37 8 5000 60000 0.31 15 265 241 264 505 0.52 -240 not reqd W -2 37 8 5000 60000 0.31 15 283 241 264 505 0.56 -222 not reqd W -3 16 8 5000 60000 0.31 15 3 104 114 219 0.01 -216 not reqd W-4 16 8 5000 60000 0.31 15 3 104 114 219 0.01 -216 not reqd W -18x 448 12 5000 60000 0.4 13 5194 4379 4764 9143 0.57 -3949 not reqd W -18y 552 12 5000 60000 0.4 13 5677 5396 5870 11266 0.50 -5589 not reqd - 1y = 0 n col �m xJ ti " 4L ut∎3tiYAiYJ1k.K ' t" -' • . r.,,,, .vi.ti.+r_ »f:K rw.-..w,..,•••,, •• 4•••• .J1. 4J Summary of wall stresses for determining fiber wrap option bonsc- wall.xls ECEIVED CI'li'1( OF TUKWILA MAR 0 6 2002 PERMIT CENTER pJJ�.N, Yi%fbN wti a fi'n F! �s,kvwv bonsouth5 \ )J C'5 /7 er/C-. e, 7 y R capacity of fiber wrap= 4.64 kips /ft per layer check if wrap regd. bUtt, r! - Iir pal) (5 .o(010fEWIirl,^,2)h' .s(1.n1 x1!0044 IM094) % litIF iEW.0e1 014071110YfurOMMOYATO Roof to 3rd W -5 W-6 W -7 W -8 W -9 W -10 W -11 168 5 6000 60000 0.2 12 1883 750 144 4 6000 60000 0.2 12 1097 514 24 4 6000 60000 0.2 12 129 86 24 8 6000 60000 0.44 12 174 171 72 8 6000 60000 0.44 12 1205 514 24 8 6000 60000 0.44 12 169 171 72 8 6000 60000 0.44 12 1284 514 968 1717 1.10 166 0.99 say ok 829 1343 0.82 -246 not reqd 138 224 0.58 -95 not reqd 304 475 0.37 -301 not reqd 912 1426 0.84 -221 not reqd 304 475 0.36 -306 not reqd 912 1426 0.90 -142 not reqd 3rd to 2nd Floor W -1 17 8 5000 60000 0.31 15 366 111 121 232 1.58 134 7.87 2 W -2 17 8 5000 60000 0.31 15 366 111 121 232 1.58 134 7.87 2 W -3 16 8 5000 60000 0.31 15 79 104 114 219 0.36 -140 not reqd W-4 16 8 5000 60000 0.31 15 78 104 114 219 0.36 -141 not reqd W -12x 48 8 5000 60000 0.31 15 1844 313 343 656 2.81 1188 24.76 6 W -12y 120 9 5000 60000 0.31 14 2218 880 918 1798 1.23 420 3.50 1 W -13x 48 8 5000 60000 0.31 15 1311 313 343 656 2.00 655 13.65 3 W -13y 120 9 5000 60000 0.31 14 2195 880 918 1798 1.22 397 3.31 1 W -30 0 0 6000 60000 0.62 12 0 0 0 0 #DIV /01 0 not reqd 2nd to mall W -1 17 8 5000 60000 0.31 15 31 111 121 232 0.13 -201 not reqd W -2 17 8 5000 60000 0.31 15 31 111 121 232 0.13 -201 not reqd W -3 16 8 5000 60000 0.31 15 40 104 114 219 0.18 -179 notreqd W-4 16 8 5000 60000 0.31 15 40 104 114 219 0.18 -179 not reqd W -15x 72 8 5000 60000 0.31 14 2062 469 551 1020 2.02 1042 14.47 4 W -15y .120 .9 5000 60000 0.31.. 15 2136 . 880 r 857 1737 1.23 399 3.33 1 W -16x 24 10 5000 60000 0.62 10 320 196 514 710 0.45 -390 not reqd W -16y '0 0 5000 60000 0.62 10 0 0 0 0 #DIV /01 0 not reqd W -17x 72 8 5000 60000 0.31 14 1996 469 551 1020 1.96 976 13.55 3 W -17y 120 9 5000 60000 0.31 15 1867 880 857 1737 1.07 130 1.08 1 W -18x 42 10 5000 60000 0.62 10 671 342 900 1242 0.54 -571 not reqd W -18y 24 10 5000 60000 0.62 10 416 196 514 710 0.59 -294 not reqd W -19 16 20 5000 60000 0.31 15 239 261 114 375 0.64 -136 not reqd W -20 62 8 5000 60000 0.31 15 580 404 443 847 0.68 -267 not reqd W -21 62 8 5000 60000 0.31 15 489 404 443 847 0.58 -358 not reqd W -22 24 8 5000 60000 0.31 15 116 156 171 328 0.35 -212 not reqd mall to fndn W -1 37 8 5000 60000 0.31 15 264 241 264 505 0.52 -241 not reqd W -2 37 8 5000 60000 0.31 15 283 241 264 505 0.56 -222 not reqd W -3 16 8 5000 60000 0.31 15 5 104 114 219 0.02 -214 not reqd W-4 16 8 5000 60000 0.31 15 5 104 114 219 0.02 -214 not reqd W -18x 448 12 5000 60000 0.4 13 5202 4379 4764 9143 0.57 -3941 not reqd W -18y 552 12 5000 60000 0.4 13 5675 5396 5870 11266 0.50 -5591 notreqd 2/11/02 10:48 AM Z ,F- W l JU UO N c W • = N !L W O LLQ I W Z = H I- O Z U � O N O H W • UJ 11. � U) 0 Z wall 15 y-direction pilasters for shear strength RECEIVED CITY OF TUKWILA MAR 0 6 2002 PERMIT CENTEi1 Project: RoAr Sa- i rj /C Ai ri tr- Project No: Client: COUGHLIN rORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Designed By: , h'C- Date02 -D Z -a Z. Checked By: 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 Sheet of ( GNAkWtairikr�:vrlvenrdraan�rzwni nMrta ;NYSi�cA2!tjtYYr Y 4�V _ M+ viwraer.: Sitlt;+ 3Ctk!''1 V)`.' S:' 7? iRfc;! nult i' e�qf'+? SrVPCiw , . , r,..Y,t��.y:'.y wro_'Xis±.u?R j4l,1r!?7 7I !+?t, . Project: ,&/;) r /A,et./gF Project No: Client: COUGHLIN I JRTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION RECEIVED CITY OF TUKWflLA MAR 0 6 2O in PERMIT C NT R Designed By: , hLG Date 3 Checked By: Sheet 8,9 of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P :206/343 -0460 • F:206/343 -5691 shear wall beam COUGHLIN rORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION column 60 loads Project: Project No: Client: COUGHLIN r )RTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION FRECCIVED CITY OF TUKWILA . MAR 0 6 2002 PERMIT center Designed By: Date /-- Z 9-0z. Checked By: Sheet /U of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P:206/343 -0460 • F: 206/343 -5691 lower level diagram for axial and bending design Code: ACI 318 -95 Units: English Run axis: About X -axis Run option: Investigation Slenderness: Not considered Column type: Structural Bars: ASTM A615 Date: 02/08/02 Time: 14:03:21 PCACOL V3.00 (PCA 1999) - Licensed to: Coughlin Porter Lundeen, Inc., Seattle, WA File: P: \BONMAR -3\ENG \Concrete \Columns \60- M -2.COL Project: Bon Marche Cosmetic Upgrade Column: 60 Mall Leve fc = 4 ksi fy = 60 ksi Ec = 3605 ksi Es = 29000 ksi fc = 3.4 ksi e_rup = Infinity e u = 0.003 in /in Beta1 = 0.85 Clear spacing = 4.46 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 Engineer: RHC Ag = 1024 in ^2 As = 12.67 inA2 Xo = 0.00 in Yo = 0.00 in 13 bars Rho = 1.24% lx = 87381.3 inA4 ly = 87381.3 inA4 Clear cover = 2.00 in RECEJVED CITY OF TUPo'/: n MAR 0 6 ?KG2 PERMITCenter ,02/08/02 PCACOL V3.00 - PORTLVT) CEMENT ASSOCIATION - 14:03:13 Licensed to: Coughli. brter Lundeen, Inc., Seattle, General Information: File Name: P: \BONMAR -3 \ENG \Concrete \Columns \60- M -2.COL Project: Bon Marche Cosmetic Upgrade Column: 60 Mall Leve Engineer: RHC Code: ACI 318 -95 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: X -axis Column Type: Structural Material Properties: f'c = 4 ksi Ec = 3605 ksi fc = 3.4 ksi Ultimate strain = 0.003 in /in Betal = 0.85 Section: Rectangular: Width = 32 in Depth = 32 in Gross section area, Ag = 1024 inA2 Ix = 87381.3 inA4 Xo = 0 in Reinforcement: Iy = 87381.3 in ^4 Yo = 0 in Rebar Database: ASTM A615 Size Diam (in) Area (inA2) Size Diam (in) Area (inA2) Size Diam (in) Area (inA2) # 3 0.38 0.11 # 4 0.50 ' 0.20 # 5 0.63 # 6 0.75 0.44 # 7 0.88 0.60 # 8 1.00 # 9 1.13 1.00 # 10 1.27 1.27 # 11 1.41 # 14 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #3 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 Pattern: Irregular Total steel area, As = 12.67 inA2 at 1.24% Area inA2 X (in) Y (in) Area inA2 X (in) Y (in) Area inA2 X (in) Y (in) 1 2 1.27 5.3 5.3 1.27 -5.3 -5.3 0.79 13.5 13.5 0.79 0.0 -13.5 0.79 -13.5 13.5 1.27 5.3 -5.3 1.27 -5.3 5.3 0.79 13.5 0.0 0.79 -13.5 -13.5 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Pu Mux fMnx No. kip k -ft k -ft fMn /Mu 751.0 0.0 1017.9 999.999 262.0 5.5 840.1 152.753 * ** Program completed as requested! * ** fy = 60 ksi Es = 29000 ksi Rupture strain = Infinity 1.27 0.79 0.79 0.79 Page 2 60 -M -2 0.31 0.79 1.56 0.0 -7.5 0.0 13.5 13.5 -13.5 -13.5 0.0 RECEIVED CITY OF TUI<WILA MAR 0 6 20 51 PEF!MIT.t;F ;■!;i /Z Z cr W U w J I CO W WO ga co = � Z = 1- O Z F U ON CI I- W H H LL- O Z LU = 1". ~• Z �`i ( 5x/0 Vet# 20 in diam. Code: ACI 318 -95 Units: English Run axis: About X -axis Run option: Investigation Slenderness: Not considered Column type: Structural Bars: ASTM A615 Date: 01/24/02 Time: 14:08:43 P (kip) 1200 — -600 — PCACOL V3.00 (PCA 1999) - Licensed to: Coughlin Porter Lundeen, Inc., Seattle, WA File: C: \WINNT\PROFILES \RHC \PERSONAL \60- M -O.COL Project: Bon Marche Cosmetic Upgrade Column: 60 Mall Leve fc = 4 ksi fy = 60 ksi Ec = 3605 ksi Es = 29000 ksi fc = 3.4 ksi e_rup = Infinity e_u = 0.003 in /in Beta1 = 0.85 Confinement: Tied Engineer: RHC Ag = 314.159 inA2 As =10.16 inA2 Xo = 0.00 in Yo =0.00 in Clear spacing = 4.46 in phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 Rho = 3.23% Ix = 7853.98 inA4 ly = 7853.98 inA4 Clear cover = 1.88 in RECEIVED CITY OF TUKWILA MAR 0 6 2002 8 #10 bars PERMIT Can ER JX .01/24/02 PCACOL V3.00 - PORTL" -. 0 CEMENT ASSOCIATION - 14:00:37 Licensed to: Coughli. sorter Lundeen, Inc., Seattle, . . General Information: File Name: C: \WINNT \PROFILES \RHC \PERSONAL \60- M -0.COL Project: Bon Marche Cosmetic Upgrade Column: 60 Mall Leve Engineer: RHC Code: ACI 318 -95 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: X -axis Column Type: Structural Material Properties: f'c = 4 ksi Ec = 3605 ksi fc = 3.4 ksi Ultimate strain = 0.003 in /in Betal = 0.85 Section: Circular: Diameter = 20 in Gross section area, Ag = 314.159 inA2 Ix = 7853.98 inA4 Iy = 7853.98 inA4 Xo = 0 in Yo = 0 in Reinforcement: fy = 60 ksi Es = 29000 ksi Rupture strain = Infinity Rebar Database: ASTM A615 Size Diam (in) Area (inA2) Size Diam (in) Area (inA2) Size Diam (in) Area (inA2) # 3 # 6 # 9 # 14 0.38 0.75 1.13 1.69 0.11 # 4 0.44 # 7 1.00 # 10 2.25 # 18 0.50 0.20 # 5 0.63 0.88 0.60 # 8 1.00 1.27 1.27 # 11 1.41 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #3 with larger bars. phi (a) = 0. 8, phi (b) = 0. 9, phi (c) = 0.7 Layout: Circular Pattern: All Sides Equal (Cover to transverse reinforcement) Total steel area, As = 10.16 inA2 at 3.23% 8 #10 Cover = 1.5 in Page 2 60 -M -0 0.31 0.79 1.56 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Pu Mux fMnx No. kip k -ft k -ft fMn /Mu 1 751.0 0.0 183.1 999.999 2 262.0 5.5 262.9 47.792 CITY OF TUKWILA * ** Program completed as requested! * ** MAR 0 6 2 '1 • Z • W • J U U O c co = • - H U) u., W O g J • = = W Z I- O Z F- LU La. U D • - OS . • 0 F-- W W • H , • O: .. Z• W • OH- Z • RECEIVED CITY OF TUKWILA MAR 06 202 PERMIT OC*NlifitIR Project: Project No: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Client: Checked By: Sheet /6 of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343-0460 • F: 206/343-5691 . Designed By: g c, Date A--z.v,e mall level column 60 shear Code: ACI 318 -95 Units: English Run axis: About X -axis Run option: Investigation Slenderness: Not considered Column type: Structural Bars: ASTM A615 Date: 02/08/02 Time: 13:58:48 PCACOL V3.00 (PCA 1999) - Licensed to: Coughlin Porter Lundeen, Inc., Seattle, WA File: P: \BONMAR -3 \ENG \Concrete \Columns \COL60 -2.COL Project: Bon Marche Cosmetic Upgrade Column: 60 (L -22) Engineer: RHC fc = 3 ksi fy = 60 ksi Ag = 780 in ^2 Ec = 3122 ksi Es = 29000 ksi As = 6.32 in ^2 fc = 2.55 ksi e_rup = Infinity Xo = 0.00 in e_u = 0.003 in /in Yo = 0.00 in Beta1 = 0.85 Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 Clear spacing = 9.50 in RECEIVED CITY OF TUKWILA 8 #8 bars MAR 0 6 2OU Rho = 0.81% PERMIT CR-;yt c ;i Ix = 43940 in^4 ly = 58500 in ^4 Clear cover = 2.00 in 76. c02/08/02 PCACOL V3.00 - PORTL''"`D CEMENT ASSOCIATION - 13:58:40 Licensed to: Coughli. )orter Lundeen, Inc., Seattle, . General Information: File Name: P: \BONMAR -3 \ENG \Concrete \Columns \COL60 -2.COL Project: Bon Marche Cosmetic Upgrade Column: 60 (L -22) Engineer: RHC Code: ACI 318 -95 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: X -axis Column Type: Structural Material Properties: f'c = 3 ksi Ec = 3122.02 ksi fc = 2.55 ksi Ultimate strain = 0.003 in /in Betal = 0.85 Section: Rectangular: Width = 30 in Depth = 26 in Gross section area, Ag = 780 in ^2 Ix = 43940 in ^4 Xo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in ^2) Size Diam (in) Area (in ^2) Size Diam (in) Area (in ^2) # 3 # 6 # 9 # 14 2 0.38 0.75 1.13 1.69 0.11 # 4 0.44 # 7 1.00 # 10 2.25 # 18 Pu Mux fMnx No. kip k -ft k -ft fMn /Mu 1 540.0 0.0 531.2 999.999 Iy = 58500 in ^4 Yo = 0 in 189.0 0.0 414.6 999.999 * ** Program completed as requested! * ** fy = 60 ksi Es = 29000 ksi Rupture strain = Infinity 0.50 0.20 # 5 0.63 0.88 0.60 # 8 1.00 1.27 1.27 # 11 1.41 2.26 4.00 Confinement: Tied; #4 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 6.32 in ^2 at 0.81% Top Bottom Left Right Bars 3 # 8 3 # 8 1 # 8 1 # 8 Cover(in) 1.5 1.5 1.5 1.5 Page 2 COL60 -2 I 7- 0.31 0.79 1.56 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) RRECEIVeD CITY OF TUKWILA MAR 0 6 2002 PERMIT ctNrE;i' 1 COUGHLIN F-)RTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343 -0460 • F :206/343 -5691 RECEIVED CITY OF TtUKWILA MAR 06 9M7 PERM11 •L.�:i`•: i Designed By: t2 //G Date ) - /7-0 a Checked By: Sheet / of wall 16 loads shear overturning Y 288 x 10 in x Code: ACI 318 -95 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered Column type: Structural Bars: ASTM A615 Date: 01/17/02 Time: 14:07:23 P (kip) .- 2000T - I I 20000 My (k -ft) PCACOL V3.00 (PCA 1999) - Licensed to: Coughlin Porter Lundeen, Inc., Seattle, WA File: C: \WINNT\PROFILES \RHC \PERSONAL \WALLI6.COL Project: Bon Southcenter Cosmetic RECEIVED Column: Wall 16 Engineer: RHC CITY OF 11,1; /' fc = 3 ksi fy = 60 ksi Ag = 2880 in ^2 60 #5 bars MAR 0 6 20a2 Ec = 3122 ksi Es = 29000 ksi As = 18.60 inA2 Rho = 0.65% PERM!?'CEbr1'A3 fc = 2.55 ksi e_rup = Infinity Xo = 0.00 in Ix = 24000 inA4 e_u = 0.003 in /in Yo = 0.00 in ly = I.99066e +007 inA4 Beta1 = 0.85 Clear spacing = 5.75 in Clear cover = 1.50 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 /9 :W I.nIW1rtT k 0l/17,CO2 PCACOL V3.00 - PORTLP " CEMENT ASSOCIATION - 14:07:08 Licensed to: Coughlii orter Lundeen, Inc., Seattle, General Information: File Name: C: \WINNT\ PROFILES \RHC \PERSONAL \WALL16.COL Project: Bon Southcenter Cosmetic Column: Wall 16 Engineer: RHC Code: ACI 318 -95 Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural Material Properties: f'c = 3 ksi Ec = 3122.02 ksi fc = 2.55 ksi Ultimate strain = 0.003 in /in Betal = 0.85 Section: Rectangular: Width = 288 in Depth = 10 in Gross section area, Ag = 2880 in ^2 Ix = 24000 in ^4 Xo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in ^2) Size Diam (in) Area (in ^2) Size Diam (in) Area (in ^2) # 3 # 6 # 9 # 14 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 Layout: Rectangular Pattern: Sides Different (Cover to longitudinal reinforcement) Total steel area, As = 18.60 in ^2 at 0.65% Top Bottom Left Right Bars 30 # 5 30 # 5 0 # 3 0 # 3 Cover(in) 1.5 1.5 1.5 1.5 Control Points: 0.38 0.75 1.13 1.69 Bending about Y @ Pure compression @ Max compression @ fs = 0.0 @ fs = 0.5 *fy @ Balanced point @ Pure bending @ Pure tension 0.11 # 4 0.44 # 7 1.00 # 10 2.25 # 18 Axial Load P X- Moment Y- Moment N.A. depth kip k -ft k -ft in 5888.8 4711.0 4816.1 3527.5 2684.6 0.0 - 1004.4 * ** Program completed as requested! * ** Units: English fy = 60 ksi Es = 29000 ksi Rupture strain = Infinity Iy = 1.99066e +007 in ^4 Yo = 0 in 0.50 0.88 1.27 2.26 0.20 # 5 0.60 # 8 1.27 # 11 4.00 0.63 1.00 1.41 RECEIVED CITY Or rir;M LA -0 -0 922.16 0 10721 280.02 MAR 0 6 20r2 0 9907 286.19 0 17080 212.81 0 18964 169.38 PERMIT OE:k ilr; 61 0 10623 37.51 -0 0 0.00 20 Page 2 WALL16 0.31 0.79 1.56 RECEIVED CITY OF Tu €cwit,A MAR 0 6 2002 PERMIT CEhl',. Project: ,gm,) �/�r /.� /P.�uTf�'' ° <�r - - ir F Project No: Client: Checked By: Sheet 2..) of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343-0460 • F: 206/343 -5691 .. . ninaM ..ruOVeg. 4,Me ...*Wi **.. r'"4Mropy."*".",.v n.,...r.»,.., .,......»..�avwn+RV i mui..4n+ , � , .:rw,,,.... �.�,......«... COUGHLIN -ORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Designed By: Date 1- /7 -oz.. wall 19 shear axial load COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Designed By: 'de.. Date / -/ Z_ Client: Checked By: Sheet 22- of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P:206/343 -0460 • F:206/343 -5691 wall 19 overturning wall over new entry moment shear Project: Project No: COUGHLIN RATER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Designed By: /Zi e_ Date / -30 -o Z- Client: Checked By: Sheet 23 of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343 -0460 • F:206/343-5691 wall 19 shear transfer to new column (z) ;5 @/B r oe- 192 x 12 in Code: ACI 318 -95 Units: English ' Run axis: About Y -axis Run option: Investigation Slenderness: Not considered Column type: Structural Bars: ASTM A615 Date: 01/17/02 Time: 10:26:09 P (kip) 6000 — -1000 — I I ! I it,000 G,alzo aette 12000 My (k -ft) PCACOL V3.00 (PCA 1999) - Licensed to: Coughlin Porter Lundeen, Inc., Seattle, WA File: C: \WINNT\ PROFILES \RHC \PERSONAL \WALLI9.COL Project: Bon Southcenter -- Cosmetic Column: Wall 19 Engineer: RHC fc = 4 ksi fy = 60 ksi Ag = 2304 in ^2 24 #5 bars RLCEIViiI) CITY OF `I'U,► W!l.A Ec = 3605 ksi Es = 29000 ksi As = 7.44 in "2 Rho = 0.32% MAR a //►�/(� Ll6y fc = 3.4 ksi e_rup = Infinity Xo = 0.00 in lx = 27648 inA4 PERM11IC;};n;ujfi j i e_u = 0,003 in /in Yo = 0.00 in ly = 7.07789e +006 inA4 Betel = 0.85 Clear spacing = 7.75 in Clear cover = 1.50 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 2 z � J U ' 00 W = w 0 aa _ _ z �... E-- z h- U ON 0H ww I— LLO ..z w U= O f... z A1,/17,02 PCACOL V3.00 - PORTLP ?'q CEMENT ASSOCIATION - 10:26:29 Licensed to: Coughlii orter Lundeen, Inc., Seattle, General Information: File Name: C: \WINNT\ PROFILES \RHC \PERSONAL \WALL19.COL Project: Bon Southcenter -- Cosmetic Column: Wall 19 Engineer: RHC Code: ACI 318 -95 Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Architectural Material Properties: f'c = 4 ksi Ec = 3605 ksi fc = 3.4 ksi Ultimate strain = 0.003 in /in Betal = 0.85 Section: Gross section area, Ag = 2304 inA2 Ix = 27648 in ^4 Xo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (inA2) • # 3 # 6 # 9 # 14 Control Points: 0.38 0.75 1.13 1.69 Bars 12 # 5 Cover(in) 1.5 Bending about Y @ Pure compression @ Max compression @ fs = 0.0 @ fs = 0.5 *fy @ Balanced point @ Pure bending @ Pure tension 0.11 # 4 0.44 # 7 1.00 # 10 2.25 # 18 12 # 5 1.5 2077.5 1662.0 1685.0 1229.9 929.2 0.0 -401.8 * ** Program completed as requested! * ** Units: English fy = 60 ksi Es = 29000 ksi Rupture strain = Infinity Rectangular: Width = 192 in Depth = 12 in Iy = 7.07789e +006 in ^4 Yo = 0 in Size Diam (in) Area (inA2) Size Diam (in) Area (inA2) 0.50 0.88 1.27 2.26 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi (a) = 0.8, phi (b) = 0. 9, phi (c) = 0.7 Layout: Rectangular Pattern: Sides Different (Cover to longitudinal reinforcement) Total steel area, As = 7.44 inA2 at 0.32% Top Bottom Left Right 0 # 3 1.5 0.20 # 5 0.60 # 8 1.27 # 11 4.00 0 # 3 1.5 IT 0.63 1.00 1.41 Axial Load P X- Moment Y- Moment N.A. depth kip k -ft k -ft in Page 2 WALL19 0.31 0.79 1.56 CI1 Y OF UKW ILA 0 0 612.82 0 2527 187.62 MAR 0 0 2002 0 2408 190.19 0 4099 141.42 0 4580 112.56 PERMIT OSVI, ;�ti 0 2820 26.91 -0 -0 0.00 ZS beam under wall 19 concrete weight of new wall RECEIVED CITY OF TUKWIlI b = Zy" MAR 0 6 291P PERMIT center Project: ,8 6de• 7 - ESC - (fen= : /i ,__. Project No: Client: COUGHLIN rORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Designed By: gilt. Date /-z •v -0z- Checked By: Sheet 26, of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 Project No: COUGHLIN FORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION RECEIVED CITY OF TUKWILA MAR 0 6 2002 PERMIT CENT/7— Designed By: (2 /-/r, Date /— /7-6'Z. Client: Checked By: Sheet Z7 of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P :206/343 -0460 • F: 206/343 -5691 removing diagonal loads slab live load attic beam wall tributary Project go zu SI cis 1' 7 C.. Project No: Client: COUGHLIN I-JRTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Designed By: (eNG Date J- )7-U2_ Checked By: Sheet Z,, of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P:206/343 -0460 • F: 206/343 -5691 removing diagonal moment shear PART 1 GENERAL 1.01 SUMMARY SECTION 03651 Contractor's submittal shall include all of the following. • C14604C — Seismic February 22, 2002 03651 -1 FIBER REINFORCED EPDXY COMPOSITE MATERIAL FILE COPY A. This specification is intended for use in defining the requirements of structural strengthening using a fiber reinforced composite (FRP) system. B. The contractor or subcontractor shall furnish all materials, tools, equipment, transportation, necessary storage, access, labor and supervision required for the proper application of the composite system. C. Composite system shall be installed by a contractor certified by the manufacturer by means of written verification. Certified applicator shall have a minimum of two years experience in performing composite retrofits with wet lay -up systems. 1.02 REFERENCES A. American Concrete Institute (ACI): 1. 503R -93 Use of Epoxy Compounds with Concrete 2. 546R -96 Concrete Repair Guide B. American Society for Testing and Materials (ASTM): 1. D 3039 -93 Test Method for Tensile Properties of Fiber Resin Composites 2. D 4541 -93 Standard Test Method for Pull -off Strength of Coatings Using Portable Adhesion Tester 1.03 SUBMITTALS RECEIVED CITY OF TUKWILA MAR 0 6 2002 PERMIT CENTER A. Manufacturer's product data sheets indicating physical, mechanical, and chemical characteristics of all materials used in the FRP system, specifications and recommended application procedures showing compliance with the project requirements, including: 1. Large scale structural test results of the proposed composite material on representative test specimens, conducted and reported by an independent testing facility. 2. Tensile properties of the proposed composite material as determined by tensile testing in accordance with ASTM D 3039, including ultimate tensile strength, tensile modulus and percent elongation. The results shall include mean and standard deviation values for each property. FIBER REINFORCED EPDXY COMPOSITE MATERIAL 3. Certification from the system manufacturer of the material and section properties for the supplied material. 4. An approved ICBO Evaluation Report number in the name of the proposed system and the system's manufacturer. Z 5. Installation instructions, maintenance instructions, and general recommendations regarding = I. • each material to be used. ,1— z ILJ f ¢¢ 2 6. Written verification from the system manufacturer that the applicators have received the J U required certifications and training. U 0 B. Complete shop drawings shall be submitted for each installation of the composite system. The shop H drawings shall contain details of the number and thickness of layers, joint and end details and v) u_ locations to be applied as per part 3 of this specification. W 0 2 C. System manufacturer's Quality Control Manual in compliance with ICBO AC10, "Acceptance g Q Criteria for Quality Control Manuals." to d �W D. Design calculations for the composite system shall be submitted for approval by the Project Z H Representative, and shall be stamped by a structural engineer, registered in the state of Washington. F. 0 Calculations shall conform to requirements set forth in the ICBO ES Acceptance Criteria (AC125) Z L- and be based on the design modulus and area of the composite to be installed. The cured composite ? Q system shall be designed according to the manufacturer's published data and materials U certifications. Design values must be within one standard deviation of the calculated mean 0 H determined from the test results received from the ASTM D3039 test specimens (see section 3.07.0 of this specification). = U u- E. A list of a minimum one hundred (100) completed composite strengthening projects completed with the manufacturer's composite system. The list should include at a minimum, the dates of work, cA type, description, location and cost of work performed. F.. O F. A list of a minimum of ten (10) completed composite strengthening projects performed by the certified applicator. The list should include at a minimum, the dates of work, type, description and cost of work performed, and the name and telephone number of a contact person at the agency or company for which the work was completed. In addition, provide the names of the applicator's key personnel (superintendent and assistant) who will perform the actual work, The superintendent and assistant shall have a minimum experience of 2 years involved in directing projects such as this. The owner shall have the right to approve or reject the personnel qualifications as submitted. The owner may suspend the work if the contractor substitutes unauthorized personnel for authorized personnel during construction. See Section 3.06 1.04 PERFORMANCE A. Design the composite system, per ICBO ES AC125 design criteria, to achieve the structural performance shown on the structural drawings. See section 1.03.D. C14604C — Seismic February 22, 2002 03651 -2 FIBER REINFORCED EPDXY COMPOSITE MATERIAL r.• B. Material design properties in the primary direction of composite glass fiber shall be as follows: Minimum tensile modulus of elasticity = 3030 ksi Minimum ultimate tensile strength = 66 ksi Elongation: 0.8 — 1.7 percent 1.05 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver epoxy materials in factory- sealed containers with the manufacturer's labels intact and legible with verification of listing the manufacturer's name, brand name, product identification and batch number, date of manufacture and shelf life. B. Store materials in a protected area at a temperature between 50 °F and 85 °F. C. Products shall be stored according to the manufacturer's requirements and shall avoid contact with moisture, direct sunlight, flame sources, or other hazards. Epoxy resins must be stored separately from hardeners. D. The fiber reinforcement shall not be handled roughly so as not to damage or impact the physical integrity of the material. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Fyfe Co. LLC, Nancy Ridge Technology Center, 6310 Nancy Ridge Drive, Suite #103, San Diego, CA 92121. Tel: (858) 642 -0694, Fax: (858) 642 -0947. email: info @fyfeco.com B. MBrace Composite Strengthening System supplied by Master Builders, Inc., 23700 Chagrin Blvd., Cleveland, OH 44122, (216) 831 -5500, (800) MBT -9990, Fax: (216) 831 -5690. C. Sika CarboDur Composite Strengthening Systems, Sika Corporation, 201 Polito Avenue, Lynchhurst, NJ, (201) 933 -8800. D. Owner approved equal that satisfies all of the requirements of Section 1.04. The proposed alternate composite system must be approved in an addendum to these specifications by the owner two - weeks prior to the project bid date. 2.02 MATERIALS A. All FRP composite systems must be proprietary systems consisting of all associated fiber reinforcement and polymer adhesives /resins. FRP composites consisting of fiber reinforcement and polymers provided by more than one manufacturer are not allowed. B. Composite fabric: Primary glass fiber. C. Epoxy saturant: System compatible epoxy matrix. D. Primer/Filler: Thickened epoxy for protective seal coat and filling voids. E. Fire Coating (if required): System compatible (fire resistant) system, - Composite system is required to satisfy: ASTM E84 Class 1: Flame and Smoke Spread, C14604C — Seismic February 22, 2002 03651 -3 FIBER REINFORCED EPDXY COMPOSITE MATERIAL .,...« >,....,n,.- . ..,e.....: e., F. Finish Paint: Paint formulation and color to be determined by the owner. Alternate finishes must be approved by the system manufacturer. G. The cured composite system shall be designed according to the manufacturer's published data and materials certifications. Design values must be within one standard deviation of the calculated mean determined from the test results received from the ASTM D3039 test specimens (see section 3.07.0 of this specification). 2.03 OTHER MATERIALS A. Provide other materials as needed for the proper installation of the complete composite system as selected by the contractor in conformance with these specifications. PART 3 - EXECUTION OF WORK 3.01 GENERAL ASTM E119, and certification by Underwriters Laboratories. A. The work described under this specification shall be performed by an applicator with proven past experience utilizing the manufacturer's system. The applicator company shall be certified by the manufacturer through written verification and shall provide a quality control procedure in compliance with the manufacturer's installation requirements. The applicator shall examine existing conditions to assess quality of concrete substrate, identify potential obstructions, and verify dimensions /geometry shown on shop drawings. 3.02 SURFACE PREPARATION A. The surface to receive composite shall be free from fins, sharp edges and protrusions that will cause voids behind the installed casing or that, in the opinion of the engineer, will damage the fibers. Unsound areas of the concrete substrate (such as broken pieces, delaminated areas, etc.) must be removed to reveal sound material. If present, materials with low compressive strength and elastic modulus, like plaster, shall be removed from the substrate. Voids in the concrete substrate greater than 0.50 inches in depth must be filled with an appropriate repair mortar approved by the owner. If required, the bond strength of the repair material to the existing concrete may be verified with pull testing per ASTM D 4541. Minimum direct pull -off strength required is 200 psi (1.4 MPa). Cracks in the concrete substrate greater than 0.010 in wide must be pressure injected with epoxy or similar material approved by the Engineer of Record. The contact surfaces shall have no free moisture on them at the time of application. If moisture cannot be avoided, use the manufacturer suggested wet prime epoxy. B. Round off sharp and chamfered corners to a radius of 1 inch ( ±0.25 ") means of grinding or forming with the system's thickened epoxy. Variations in the radius along the vertical edge shall not exceed 1/2" for every 12" of column height. C. Concrete surfaces shall be prepared for bonding by means of abrasive blasting or grinding to achieve a 1/16" minimum amplitude. All contact surfaces shall then be cleaned by hand or compressed air. One prime coat of the manufacturer's epoxy shall be applied and allowed to cure for a minimum of one hour. Prior to the application of the saturated composite fabric, fill any uneven surfaces with the manufacturer's thickened epoxy. C14604C — Seismic February 22, 2002 03651 -4 FIBER REINFORCED EPDXY COMPOSITE MATERIAL • Z ~ W et 6 O 0 � c co ILI 111 w 2 gQ = = . Z � HO W ~ • W U O - • I- W W - O 3j Z W U= O ~ Z 1 3.03 PROCEDURES FOR APPLICATION A. Preparation work for project: Visit site to insure that all patch work is complete and cured. Review project specifications in detail. B. Verify ambient and concrete temperatures. No work shall proceed if the temperature of the concrete surface being repaired is less than 40 degrees Fahrenheit or greater than 100 degrees Fahrenheit. The temperature of the epoxy components shall be between 40 and 100 °F at the time of mixing or as specified on the component labels. When air temperature is outside the prescribed range, other measures must be employed to ensure components' temperature is maintained within this range. C. Prepare the epoxy matrix by combining components at a weight ratio specified on the manufacturer's labeled units, with an allowable tolerance of ± 10 %. The components of epoxy resin shall be mixed with a mechanical mixer until uniformly mixed. Components that have exceeded their shelf life (as designated on the material label) shall not be used. D. Saturation of the fabric shall be performed and monitored according to manufacturer's specified fiber -resin ratio. A previously calibrated saturator can be used to achieve the specified ratio. Fabric shall be completely saturated prior to application to contact surface in order to assure complete impregnation of fabric. Saturation shall be supervised and checked by the properly trained representative of the installer. E. Both the epoxy resin and fabric shall be measured accurately, combined, and deposited uniformly at the rates shown on the approved working drawings and per manufacturer's recommendations. The composite system shall be comprised of fibers completely saturated with epoxy resin per proper ratio. The fiber reinforcement shall be pressed onto the concrete surface to achieve intimate contact. Entrapped air between layers should be released or rolled out before the resin sets. F. Quality control procedures: A trained field supervisor shall observe all aspects of onsite preparation and material application including surface preparation, resin component mixing, application of primer, application of resin and fiber sheet, curing of composite, and the application of protective coatings. Record batch numbers for fabric and epoxy used each day, and note locations of installation. Measure square footage of fabric and volume of epoxy used each day. Label test specimens from each day's production and submit ASTM 3039 test results, as they are made available. Complete reports shall be submitted to the owner, engineer, and system manufacturer. G. Fabric sampling procedure (12" x 12" or as required): From a standard epoxy mix saturate fabric according to specified fiber -resin ratio. On a smooth, flat, level surface covered with polyethylene sheeting, or 16 mil plastic film, prime with epoxy resin, then prepare sample by placing two layers of saturated fabric oriented in the same direction. Apply additional topping of epoxy. Cover with plastic film and squeegee out all bubbles. Samples shall be stored in a sample box and not moved for a minimum 48 hours after casting. The prepared, identified samples shall be given to a pre - approved testing laboratory. Laboratory shall precondition samples for 48 hours at 140 degree F before testing (see section 3.07C for testing requirements). H. Installation Procedures: 1. Prepare surface as required, including corner preparation. 2. Broom clean surface per specification. 3. Clean up and protect area adjacent to element. C14604C — Seismic February 22, 2002 sc.ra.C!grniv:?iilh'�9thF' +H'.4� ui �yNd #S��T'Sttiy{1,19i~d.R�?)v,:'� uG -.�r r�ae»; w:+++•.vu...1 �� 03651 -5 FIBER REINFORCED EPDXY COMPOSITE MATERIAL 9 C14604C — Seismic February 22, 2002 h .,. 4. Using a roller or trowel, apply one prime coat of thickened epoxy resin to the concrete surface (2 mil. min.). Allow primer to become tacky to the touch. 5. Apply thickened epoxy to grout lines and recesses as needed. 6. Apply saturated fabric to concrete surface by hand lay -up, using methods that produce a uniform, constant tensile force that is distributed across the entire width of fabric. Under certain application conditions, the system may be placed entirely by hand methods assuring a uniform, even final appearance. Gaps between composite bands may not exceed 1/2 inch in width in the fabric's transverse joint unless otherwise noted on project drawings. A lap length of at least 6 inches is required at all necessary over -laps in the longitudinal direction of the fabric. 7. Apply epoxy saturant with rollers to ensure full saturation of reinforcing fabric. 8. Apply subsequent layers, continuously or spliced, until designed number of layers is achieved, per approved submittal construction drawings. 9. Using a roller or hand pressure, insure proper orientation of fibers, release or roll out entrapped air, and ensure that each individual layer is firmly bedded and adhered to the preceding layer or substrate. 10. Apply a final coat of thickened epoxy. Detail all fabric edges, including butt splice, termination points, and jacket edges, with epoxy. 11. Finish: Refer to architectural specification for final finish. Use system as directed by manufacturer. Apply finish as specified between 24 and 72 hours after final application of epoxy. If after 72 hours the epoxy is cured, the surface must be roughened by sanding or brush blasting 12. System may incorporate structural fasteners but limitations and detailing must be verified with composite system manufacturer. I. Curing of composite system: 1. Epoxy curing temperatures shall be maintained in the temperature range designated for the formulation used. Temperature cure ranges and times to be determined by manufacturer. The composite system shall be protected from contact by moisture for a period of a minimum of 24 hours. 3.05 PROCEDURE MODIFICATIONS A. Installation procedures may be modified to achieve maximum results, subject to approval by the owner and the manufacturer. Procedure modifications shall be discussed with the owner and manufacturer prior to implementing the modifications. 3.06 COMPOSITE SYSTEM VERIFICATION TESTING A. Prior to installing FRP at locations indicated on the drawings, the contractor shall field test the proposed materials and applicator personnel who will perform the actual work. A sample batch (see section 3.07C) shall be prepared on site by the proposed installers who will be doing the FRP installation. All (10) coupons cut from the sample batch shall be tested per ASTM D3039 by an independent testing agency. The results of the test shall be submitted to the Engineer of Record for 03651 -6 FIBER REINFORCED EPDXY COMPOSITE MATERIAL '�' µ�taPY�.x: r, r.•yy approval. The results of the tests for each coupon shall indicate acceptable deviation of properties as indicated in section 1.04D and properties per section 1.05B. The contractor shall repeat the sample batch tests until acceptable results have been obtained for all coupons. At any time during the duration of the project if any applicator is removed/replaced, the contractor shall repeat the sample batch testing with the new applicator. All costs associated with Verification Testing shall be borne by the Contractor. 3.07 FIELD QUALITY CONTROL W A. Installers: 5 1. Record batch numbers for fabric and epoxy used each day, and note locations of installation. U 0 Measure square footage of fabric and volume of epoxy used each day. Complete report and N submit to owner, engineer, and system manufacturer. w � B. Inspection: w O 1. Certified Special Inspector, approved by the City and Engineer of Record, shall continuously g observe all aspects of preparation, mixing, and application of materials, including the CO following: = C! H O W Z U= 0 2. The contractor shall monitor the mixing of all epoxy components for proper ratio and adherence to manufacturer's recommendations. 3. After allowing at least 24 hours for initial resin cure to occur, perform a visual and acoustic tap test inspection of the layered surface. Large delamination shall be marked for repair. Small delaminations less than 2 in (1300 mm in size and which are not localized, do not require corrective action. See Sec 3.08 for repairs. C. Laboratory Testing: C14604C — Seismic February 22, 2002 a. Material container labels b. Surface Preparation c. Mixing of epoxy d. Application of epoxy to the fiber e. Application of composite system f. Curing of composite material g. Preparation of test specimens 1. SAMPLING AND TESTING -- Record lot number of fabric and resin used, and location of installation. A "sample batch" shall consist of two 12 inch by 12 inch "samples" of cured composite. A minimum of two "sample batches" shall be made daily. The two "sample batches" will be taken at appropriate times during the day so as to ensure the maximum material deviance in the components of the composite. Testing laboratory shall pre - condition samples at 140 degrees Fahrenheit for 48 hours before testing. "Samples" shall be tested, at random, at the discretion of the owner. Testing costs shall be borne by the owner. 2. Tested samples shall be tested per ASTM D3039. The 12" x 12" panel shall have 5 coupons, 3 /4" x 9 ", removed and tested for their material properties in the longitudinal (primary fiber) ti +'l+�e'1'ic;¢.Yl�a�:i::h ,..�' -.Y :wi�M:F:✓a �i'lY.., ^.tc; 03651 -7 FIBER REINFORCED EPDXY COMPOSITE MATERIAL hi+ttsryryWsxxt`at;ee Z C14604C — Seismic February 22, 2002 direction. Test laboratories shall confirm with the manufacturer that they are testing in the correct direction. Tests shall conform to ASTM procedures and manufacturer's published testing methods. Only pre - qualified testing laboratories shall be used. 3. Testing results shall be made available no later than (7) working days after the sample is made. The results shall provide values of the following for each coupon test. a. Ultimate tensile strength b. Tensile modulus c. Percent elongation 4. 15% of all "sample batches" shall be tested. The lab shall test all 5 coupons from a 12" x 12" sample. If any of the coupons fails to meet the values specified in Section 1.04, the second sample from that batch shall also be tested. . 3.08 REPAIR OF DAMAGED OR DEFECTIVE AREAS: A. All defects (including bubbles, delaminations, and fabric tears) spanning more than 5% of the surface area, or as specified by the owner or engineer, shall be repaired. Two types of repairs shall be performed: 1. Small defects (on the order of 2" or greater diameter) shall be injected or back filled with epoxy. 2. Large defects shall be repaired as required by the engineer. B. In the event that material testing, per section 3.07 -C, determines a "sample batch" to possess insufficient material properties, remedial measures may be taken by the owner at the cost of the Contractor. Any structural member where the installed composite system has material properties determined to be below the minimum specified values shall be brought to the attention of the Engineer for review. 03651 -8 END OF SECTION FIBER REINFORCED EPDXY COMPOSITE MATERIAL r r'ERMIT COORD CUrdY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -062 DATE: 3 -06 -02 PROJECT NAME: BON MARCHE' SOUTHCENTER SITE ADDRESS: 500 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: 11 Building l D Division Py fit Wor lA -7-/ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [r APPROVALS OR CORRECTIONS: Documents/routing silp.doc 2 -28-02 Fire r ` � tion [J Structural Incomplete ❑ REVIEWER'S INITIALS: PERMIT COORD COPY Plannin ivision �` 3� 1102- Permit oordinator DUE DATE: 3 -07-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RING: Please Route S tructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 4 -04-02 Approved 0 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: z w tJ 0 to CO W J 1=— � WO g = w z = ZO w W U D D I- W IL O Z W . 0 Z ACTIVITY NUMBER: D02 -062 DATE: 3 -06 -02 PROJECT NAME: BON MARCHE' SOUTHCENTER SITE ADDRESS: 500 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Documents/routing slip.doc 2 -28 -02 REVIEWER'S INITIALS: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: 4.1/e. J l'lPQ-G',-To ❑ TUES/THURS ROUTING: Please Route ;Structural Retriew Required ❑ No further Review Required Planning Division ❑ Permit Coordinator ❑ • DUE DATE: 3 -07 -02 DATE: Not Applicable ❑ Comments:" Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 4 -04 -02 Not Approved (attach comments) ❑ DATE:1 ( 7z.- Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: z w aa • 2 J U O 0 (l) J w Q to =a I.. U- I— O Z I- 111 uj U ❑ 0- ❑I-- w W - F- Y: O ll! Z O (I) 0 z PERMIT NO.: t7(rZ- O �2 BUILDING PERMITS INSPECTIONS 2 0 3 ❑ 4 ❑ 5 ❑ 7 ❑ 50 ❑ 60 ❑ 70 ❑ 71 ❑ 72 ❑ 90 ❑ 95 ❑ 100 ❑ 200 ❑ 250 ❑ 300 ❑ 350 ❑ 400 ❑ 450 ❑ 500 ❑ 525 ❑ 550 ❑ 600 ❑ 610 700 ❑ 750 ❑ 800 ❑ 801 ❑ 802 ❑ 803 ❑ 815 900 1000 ❑ 1001 ❑ 1110 ❑ 1115 ❑ 1120 ❑ 1140 ❑ 1400 1700 ❑' 1900 3100 4000 4001 ❑ 4001 ❑ 4003 ❑ 4004 ❑ 4005 ❑ 4006 ❑ 4007 ❑ 4008 ❑ 4009 ❑, 4010 4011 ❑ 4012 ❑ 4013 ❑ 4014 ❑ 4015 Progress Inspection Status Pre - construction Investigation OK to Occupy Remove Stop Work Order Follow -up Pre -Move Inspection WSEC Residential WA Ventilation /Indoor AQC NLEA Inspection/Modular Struct Mobile Home Tie Down Insp Marriage Lines Resteel Footing Drains Foundation Footings Foundation Walls Foundation Insulation Concrete Slab /Slab Insulation Crawl Space Shear Wall Nailing Plywood Wall Sheathing Roof Sheathing Nailing Plywood Deck Nailing Exterior Wall Sheathing Masonry Chimney Chimney Installation/All Types Framing Roof /Ceiling Insulation Floor Insulation Wall Insulation Exterior Roof Insulation Glazing Inspection Lighting and Controls Suspended Ceiling Interior Wallboard Fastening Exterior Wallboard Fastening Pre -Move Inspection Motor Inspection Pre -Demo Pre - reroof Final -Fire Final - Building ep Final - Reroof Site Visit Special- Concrete Special - Bolts in Concrete Special - Mom/Resist Conc Frame Special -Reinf Steel Prestress Special - Welding Special- High- Strength Bolting Special - Structural Masonry Special -Reinf Gypsum Concrete Special - Insulating Conc Fill Special -Spray Fireproofing Special- Piling, Piers, Caissons Special - Shotcrete Special- Grading, Excav /Fill Special - Retaining Wall Special -Panels Special -Smoke Control System apox Sp4-444 *l+tr - reiv`ct road (w poi4 TENANT NAME: m, I V AUIrC e. Covivy CONDITIONS 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division ❑ 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & I 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available 10006 All structural concrete shall be special inspected /❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shall be special inspected 10010 When special inspection is required...notify Tukwila Building Division 10011 The special inspector shall submit a final signed report 10012 Any new ceiling grid and light fixture installation 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the roofing contractor verifying fire retardant class of roof yi 10019 All construction to be done in conformance w /approved r plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated ❑ 10026 All structural masonry shall be special inspected 10027 Validity of Permit ❑ 10028 Rack storage requires separate permit ❑ 10030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of 0 will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 10042 Fuel burning appliances ❑ 10043 Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 10045 Reroof ❑ "Anchoring - All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer: Permit Tech: )(614...) Date: Date: Z W re 2 J U 00 W = V_ WO 2 u. N = W Z F- W !P- O I— W • U u" O O ~ Z Complete ❑ ACTIVITY NUMBER: D02 -062 DATE: 3 -06 -02 PROJECT NAME: BON MARCHE' SOUTHCENTER SITE ADDRESS: 500 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Public Works ❑ PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division Permit Coordinator DUE DATE: 3-07 -02 0 Not Applicable ❑ 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 ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Jr. it -"Po Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenls/rouling slip.doc 2 -2802 H -a+6h 4:7v , .7 r..+v.+.+.d^W.7n'M DUE DATE: 4 -04 -02 Not Approved (attach comments) ❑ DATE: S z ` w tr -IU 0 Q Co L1.1 J = H W LL WO LL 2 • d � w Z = H O Z I- U O N O I~ WW I H LLO .. z W = O~ z SN PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -062 DATE: 3 -06 -02 PROJECT NAME: BON MARCHE' SOUTHCENTER SITE ADDRESS: 500 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 4a Documents/routing slip.doc 2-28-02 Incomplete DUE DATE: 3-07 -02 )e Not Applicable ❑ 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 ❑ Structural Review Required ❑ No further Review Required la REVIEWER'S INITIALS: � DATE: , - to ©Z APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 4 -04 -02 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z • ~ W cc 2 6 U 00 N V) W J � u_ W O 2 Q = I-- W Z = I— O Z1— W U� O - 0 W W Li- O . .• W co H 0 z ACTIVITY NUMBER: D02 -062 DATE: 3 -06 -02 PROJECT NAME: BON MARCHE' SOUTHCENTER SITE ADDRESS: 500 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ 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 ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: now. APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PLAN REVIEW /ROUTING SUP Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ Incomplete DUE DATE: 3-07 -02 Not Applicable ❑ DATE: $/$O 2-- 1 DUE DATE: 4 -04-02 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑, Staff Initials: l \1 ^7^fr•Fre7", , .1 7,51.7rM7r",0 r . 7,-r-Trr,77 ^;- Project Name /ne OA/ .Address Suite # Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: / Monitor: 1' Pre-Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department Thomas R Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule / • • ./. Approved without correction notice \ .:"• , .:v• Approved with correction notice issued ,--- Steven M. Mullet, Mayor Permit No. -1.24 / .) Date 1' Rev. 2/19/98 T.F.D. Form F.P. 85 9 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 23bnbxgwsstutaasstggagitaEiggteusaimzgttutsg.........=.Ar..a=t2==zt==22ttztattettt-. LICENSE DETAIL INFORMATION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License LYDIGC *264JC Name LYDIG CONSTRUCTION INC Address PO BOX 11035 Address City SPOKANE State WA Zip 99211 Phone Number 5095340451 Effective Date 4/3/74 Expiration Date 9/11/03 Registration Status Type Entity Specialty Code Other Specialties UBI Number 328046357 ACTIVE CONSTRUCTION CONTRACTOR CORPORATION GENERAL * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * https: / /wws2 .wa.gov /lni /bbip /TF2Form.asp ?License= LYDIGC *264JC * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page 05/21/2002 ..a.w:aanwmt�tuN z w ' JU 00 co 0 CO W J • u_ w O u_¢ to I ▪ w Z = zo w w 0 O- ww 2 u' ui Z U 0 H z IF025-052-000 (Qti7) • DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL .:.. ._.,.: R GIST.•... #I. :EXP. DATE CC0�1 ,.LYDIGC* 2 64JC .: 09/11/2003 -EFFECTIVE::DATE ,• :. ..::04/03/1974 LYDIG CONSTRUCTION INC PO.BOX•11035 . SPOKANE WA 99211. Detach And Display Certificate setania spencer jim ciecko lydig construction Engineering • Consulting • Testing August 9, 2002 File No. 712 -20088 ossok Information .To Build On Attn: Jim Dunaway Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Project Name Southcenter Bon Marche Cosmetics Entry Project Address 500 Southcenter Mall Permit No. D02 -062 We have completed the requested special inspections on the subject project. To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. WORK INSPECTED Epoxy - grouting of reinforcing steel dowels Shotcrete Epoxy crack injection Application of fiber - reinforced epoxy composite (FREC) Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. Scott J. Thomas, PE Project Engineer, Seattle Construction Services Department cc: Randy McGreal, Bon Marche John Smith, CPL Jim Cieko, Lydig Construction RECEIVED AUG 13 2002 COMMUNITY DEVELOPMENT Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 z W Ce J U U co o J r` WO u- ¢. N om . �W z = t~- z ul U O ff' • 1- W W L .. z U N. O /- z AUG 09 '02 14:45 FR PSI SEATTLE ri.�; Information 1 r ,To Build On Engineering • Consulting • Thating August 9, 2002 File No, 712 -20088 Attn: Jim Dunaway Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: We have completed the requested special inspections on the subject project. To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. Project Name Project Address Permit No. Southcenter Bon Marche Cosmetics Entry 500 Southcenter Mall D02 -062 WORK INSPECTED Epoxy- grouting of reinforcing steel dowels Shotcrete Epoxy crack injection Application of fiber- reinforced epoxy composite (FREC) Scott J. Thomas, PE Project Engineer, Seattle Construction Services Department cc; Randy McGreal, Bon Marche John Smith, CPL Jim Cieko, Lydig Construction 206 282 645? TO 4313665 RECEWED AW 2 0 2002 SUdi DING DEPARTMENT P.02/02 Processional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282.0666 • Fax 206/282 -0710 ** TOTAL PAGE.02 ** z ~ • w 6 UQ w= J w o w Q = • d z � I— 0 Z I- w U � o - ca ww U o ..z w o'' z Environmental Geotechnical Construction Consulting • Engineering • Testing CLIENT: Randy McGreal The Bon Marche 3rd Ave & Pine St Store Planning, 7th Fl Seattle, WA REPORT OF INSPECTION ACTIVITIES PROJECT: South Center Mall Bon Marche Tukwila PERMIT NO.: B02 -062 DATE: July 30, 2002 JOB NO 712 -2008 -1 I INSPECTOR: S. Thomas REPORT NO.: FR26473 REMARKS: ST/tIn cc: City of Tukwila A representative of PSI returned to the site to observe the finished FREC overlay at grid 21 from H to K. The finished overlay contained no significant blisters or bubbles. No sags were observed and all of the "pins" were in place. The finished product was in accordance to the project specifications. WORK CONFORMS TO APPROVED PLANS: Respectfully submitted, P ESSIONAL SERVICE INDUSTRIES, INC. Scott J. Thomas, P.E. Project Engineer REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. RECEIVED fAUG 21 2002 COMMUNITY DEVELOPMENT YES Information la Build On Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206/282 -0710 NO CLIENT: ST /tIn Engineering • Consulting • Testing cc: City of Tukwila Information .To Build On Rand McGreal The Bon Marche 3rd Ave & Pine St Store Planning, 7th Fl Seattle, WA DATE: July 26, 2002 INSPECTOR: S. Thomas REMARKS: REPORT OF INSPECTION ACTIVITIES PROJECT: South Center Mall Bon Marche Tukwila PERMIT NO.: JOB NO.: REPORT NO.: FR26471 A representative of PSI was on site as requested, for special inspections of the FREC on the mall level wall at line 21 from H to K. He inspected the prime coat of thickened epoxy with carbosil. The epoxy used on this date is Lot # S -06122 ATB, S -07012 A and B. The fabric style is SHE- 51 A Lot #200204, rolls 45 and 69. The holes for the epoxy fiber anchors were previously drilled. He inspected the fiber pin installation with patches. All of the observed is in accordance to the approved plans and specifications. WORK CONFORMS TO APPROVED PLANS: Respectful) submitted, P SSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Manager, Seattle Construction Services REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. b-Qb 1302 -062 712- 20088 -10 RECEIVED !AUG 13 2002 COMMUNITY DEVELOPMENT x YES Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 NO CLIENT: ST /tin Engineering • Consulting • Testing DATE: July 24, 2002 INSPECTOR: S. Thomas REMARKS: cc: City of Tukwila Inform. ,on !To Build On Rand McGreal The Bon Marche 3rd Ave & Pine St Store Planning, 7th Fl Seattle, WA REPORT OF INSPECTION ACTIVITIES PERMIT NO.: JOB NO.: REPORT NO.: FR15316 A representative of PSI was on site as requested, for special inspections of the wall preparation for the FREC overlay. The workers are removing adhesives and preparing the wall surface with the "flapper" wheels. He observed the injection of approximately 80 LF of cracks at the mall level on line 21 at grids H -K. The material is Kontek REG -IR. WORK CONFORMS TO APPROVED PLANS: REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. B02 -062 712- 20088 -9 RECEIVED I A %% 07 2002 COMMUNITY DEVELOPMENT PROJECT: South Center Mall Bon Marche Tukwila 01 x Respe fCf� submitted, P OFESSIONAL SERVICE INDUSTRIES, INC. ` Sam Yaghmaie, P.E. Manager, Seattle Construction Seryices YES Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282 -0666 • Fax 206/282 -0710 Engineering • Consulting • Testing CLIENT: anew Ira te• DATE: July 23, 2002 INSPECTOR: S. Thomas REMARKS: ST /tin cc: City of Tukwila Information To Build On Rand McGreal The Bon Marche 3rd Ave & Pine St Store Planning, 7th Fl Seattle, WA REPORT OF INSPECTION ACTIVITIES RECEI BUG 13 20021 OP DEVE M PROJECT: South Center Mall Bon Marche Tukwila PERMIT NO.: JOB NO.: REPORT NO.: FR15304 001-0 6 B02 -062 712- 20088 -8 A representative of PSI was on site as requested, for special inspections of wall preparations for the FREC application. The work is ongoing at the mall level at line 21 at grids H -K. The laborers were grinding the adhesive and roughening wall surface at grids H -J. Approximately 40' of cracks greater than 0.01" in width were injected with epoxy. The material used is Kontek Reg. IR. Component A Lot 1664 (9/'01), Component B Lot 1731 (12/'01), ratio of 2A: 1B was verified. The injected epoxy was observed and flowing well from port to port. The crack sealing at the surface continues in anticipation of future injections. WORK CONFORMS TO APPROVED PLANS: Respectfully submitted, P F"PSSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Manager, Seattle Construction Services REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. x YES Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 NO W re 6 41 0O N J i- .W O LQ = a. _ Z � l— O Z •U O N u. O Z' W O Z CLIENT: ST /tln DATE: July 16, 2002 INSPECTOR: S. Thomas REMARKS: cc: City of Tukwila Informa,,on !To Build On Engineering • Consulting • Testing Rand McGreal The Bon Marche 3rd Ave & Pine St Store Planning, 7th Fl Seattle, WA REPORT OF INSPECTION ACTIVITIES PERMIT NO.: JOB NO.: REPORT NO.: FR26468 Sam Yaghmaie, P.E. Manager, Seattle Construction Services • 712- 20088 -7 JUL 2 12002 PROJECT: South Center Mall Bon Marche Tukwila A representative of PSI received samples taken from 6/28/02 FREC application. He exchanged correspondences with Structural Engineer, John Smith of CPL and received a waiver of receivement for the recent elongation tests on FREC. He selected a random sample panel for material tests. WORK CONFORMS TO APPROVED PLANS: Resp tfully submitted, OFESSIONAL SERVICE INDUSTRIES, INC. \'ES REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 NO JUL 11 '02 09:08 FR PSI SEATTLE Information :Tb Build. On Engineering • Consulting • Mating JUL, 1 1 2002 To: From: NOTES: CITY: M: /Marketing /documents /common/audrey DATE: r k . TIME: ' TOTAL NUMBER OF PAGES IF YOU DO NOT RECEIVE ALL PAGES PLEASE CALL SENDER ASAP. NAME: Pa ll lye ZU LL FIRM: C-' Mie C P' V WW , f.Ir1 I LA FAX: 51 36G :a" NAME: SCYTT l PLEASE DELIVER AS SOON AS POSSIBLE. OPERATOR INITIALS: 9 Writer's direct fax: (206) 282-0710 c.f -z.... Mz'S ce € 11E:-2 i.)`rc s Sof,e7sMce st R. 12,003 tiliot ctt, 206 282 6457 TO 4313665 P.01/04 _ ROPSE 1Q? 1 Qi1. Mail: Yes No PIN Facsimile Transmittal Sheet *The documents accompanying this facsimile transmission may contain confidential client information or attorney work product which is legally privileged. The information is intended only for the use of the recipient named above. If you have received this fax in error, please notify us, and you are hereby notified that any disclosure, copying, distribution or the taking of this transmitted information is strictly prohibited. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282.0710 JUL 11 '02 09:09 FR PSI SEATTLE 0000086 A8 ..AUTO T1 0 2529 98126.332609 THOMAS,SCOTT JEFFREY 7549 30TH AVE SW SEATTLE WA 98126 -3326 206 282 6457 TO 4313665 P.02/04 PROFESSIONAL ENGINEER CIVIL THOMAS,SCOTT JEFFREY 7549 30TH AVE SW SEATTLE WA 98126 -3326 r 75wIrt4 XECTOR STATE OF WASHINGTON DEPARTMENT OF LICENSING - BUSINESS AND PROFESSIONS DIVISION THIS CERTIFIES THAT THE PERSON NAMED HEREON IS AUTHORIZED, AS PROVIDED BY LAW, AS A Reference Number Issued Date Expiration Date 35472 10 -02.98 07 -24 -99 A REMINDER FROM THE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS. WAC 106- 27-020 FUNDAMENTAL CANONS AND GUIDELINES FOR PROFESSIONAL PRACTICE. 2) ( OF T ISTRACOMPETENCE SHALL PERFORM SERVICES ONLY IN AREAS (C) REGISTRANTS SHALL NOT AFFIX THEIR SIGNATURES OR SEALS TO ANY PLAN OR DOCUMENT DEALING WITH SUBJECT MATTER IN WHICH THEY LACK COMPETENCE BY VIRTUE OF EDUCATION OR EXPERIENCE OR TO ANY SUCH PLAN OR DOCU- MENT NOT PREPARED UNDER THEIR SUPERVISORY CONTROL REFERENCE STATE OF WASHINGTON PROFESSIONAL ENGINEER THOMAS,SCOTT JEFFREY 7549 30TH AVE SW SEATTLE WA 98126-3326 35472 NUMBER EXPIRATION BATE onec,ol i.v ! �-- 07.2489 JUL 11 '02 09 09 FR PSI SEATTLE osAnFicarE Must OE RENEWED. ON oA 9EF • ORE FJCP1Rgr10N. DATE. TH O 57 5976 Card Expires: 01 JAN REINPORCED C ONCRETE 03 SPRAY APPLIED FIREPROOFING by a WAPp Certificate valid on when ^a91ot , 0)C. ha y!mWoyaat November 27, 2001 SCOTT J. THOMAS THO 57 5976 3809 SW 104TH ST SEATTLE WA 98146 Dear Scott Thomas: • ., 206 282 6457 TO 4313665 Myy 0FIAMONTO&HIIQ/DI N6'OFFIG'IALS WO 2118 Blva SW PO Box. 73TQ •Olymalo, WA 88507.7310 Phone: (360)'. 89 ' CEIMPIEOifiFECIA•L IINSP VSP.ECIO1t • SCOTT J. THOMAS THO 57 3809'SW tO4TH ST SEATTLE WA 98146 Thlrraukr+NaPropeape wimp • P.03/04 WASHINGTON ASSOCIATION OF BUILDING OFFICIALS PO Box 7310 Olympia, WA 98507 -7310 (360) 586 -6725 Toll Free (888) 664 -9515 Fax (360) 586 -5538 $ - Mail: wabo•@wabo.org www.wabo.org Special Inspector Certificate of Registration Expiration Date: 01 JAN 2003 A WAS° Special Inspection Inspector Certificate of Registration card is valid for one year and should be renewed prior to its expiration date. Your current Certificate of Registration is enclosed and expires on the date shown above. A notification of renewal will be mailed to you at the last known address on file at the WABO office as a reminder to renew your Certificate of Registration. You are encouraged to advise WABO of any address changes. It is your responsibility to maintain a current WABO Certificate of Registration card. Renewals must be postmarked before the expiration date, Certificate of Registration cards not renewed prior to the expiration date will be considered void and require reinstatement within sixty (60) days of the expiration date. Reinstatement of an expired Certificate of Registration card requires a $45 fee for each Woe of work being reinstated. (refer to WABO Bulletin No. R- 93 -09). Certificate of Registration cards not reinstated will require submittal of an Initial Application form, along with appropriate fees and an interview. Regarding your Certificate of Registration. Additional certifications are often applied for and issued to inspectors between renewal periods. You are requested to return the superseded Certificate of Registration to WA80, or destroy them. Lost Certificates of Registration require replacement. Send letter indicating loss and $10 replacement fee to WABO, Note: Any Certificate of Registration found in the possession of an individual, other than the certificate holder, for any reason is unlawful and carries a severe penalty. z W re JU 00 0 J = W 0 2 Q I Z = F- 0 Z F- LLJ U O 0— O F- W Lu H � -0 .• z W U N O F- z 0 '1N311f1000 3H130 A1l1YflO 3H101 SI II 30110N SIHI NVH12JV310 SS31 SI 31AMI3 SIHI NI 1N3Wl0Oa 3H1 11 30110N OBVM to Auadoid ayt sI elexl!Uao MOIIO ( leluuaJI slut bf1786 VM V1N0OV1 S 3AV VWOOV11it788 LBZZ . 0L Olt aA01I 'a N001:109 I>IOJ 33dSNI NOU3 ISNI1VIJHdS sacs - 985 (09C) :Buou4 O(£L-LOS86 VM 'eldwA10. OICL x08 Od MS PN0 °Nei Xaei8 Bt f Z SIVIDL4.409NIGTIflatIONOLLVDOSSVh10191411iSTAt CERTIFICATE MUST BE RENEWED ON OR BEFORE EXPIRATION DATE. LW 70 2287 Card Expires: 01 JAN 03 REINFORCED CONCRETE PRESTRESSED CONCRETE SHOTCRETE STRUCTURAL MASONRY STRUCTURAL STEEL AND WELDING Certificate valid only when certificate holder is employed by a WABO registered agency. Eaeculive Dircctor JUL 11 '02 09:24 FR PSI qERTTLE Information Engineering • Consulting • re TOTAL NUMBER OF PAGES IF YOU DO NOT RECEIVE ALL PAGES PLEASE CALL -R ASAP. PLEASE DELIVER. AS SOON AS POSSIBLE. OPERATOR INITIALS: Writer's direct fax: (206) 282-0710 206 282 6457 TO 4313665 P.01/02 No PIN Facsimile Transmittal Sheet *The documents accompanying this facsimile transmission may contain confidential client information or attorney work product which is legally privileged. The information is intended only for the use of the recipient named above. If you have received this fax in error, please notify us, and you are hereby notified that any disclosure, copying, distribution or the taking of this transmitted information is strictly prohibited. Pro(dzoional Service Incuutnea, Inc. • 3257 16th Avenuo. West • Seattle, WA 98119-1706 • Phail 206/282-0666 • Fax 206/282-0710 Conference of Building Officials ROBERT K TEGLUND CERTIFIED REINFORCED CONCRE1 E SPECIAL INSPECTOR Explati,wn!lale: sep tern 28, 2002 Not valid unless •ignp cer(iIIcau e International Conference of fidgeting Officials ROBERT K TEGLUND CERTIFIED SPECIAL INSPECTOR PRESTRESSED CONCRETE 1997 110C B ASTM STANDARDS the ill tf. vitlual named hereonIsCERTL •IEDIn The category III own. ttauing beenrocertilied pursuant tosuccessfulcanipletinn 01 die prescribed written examination Expiratinn slate: September. -41, 2o03 NO. 11:18099 -89 /' Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type A 2.75 5.94 7/8/02 7 24100 4060 Shear B 2.75 5.94 7/29/02 28 C 2.75 5.94 7/29/02 28 D 2.75 5.94 Design Strength Specification: 28 4000 Information To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Randy McGreal PROJECT: Bon Marche The Bon Marche Tukwila 3rd Ave & Pine St Store Planning, 7th Fl Seattle, WA 98181 PERMIT NO.: 17.10.=062; Q: DATE: July 1, 2002 JOB NO.: 712- 20088 -6 TECHNICIAN: G. Lloyd REPORT NO.: CR10302 FIELD DATA LOCATION OF PLACEMENT: Wall Line L from 21 to 22, elevation: Mall level to 2nd Floor; Column L @ 22 from foundation level . through Mall level to 2nd floor. Samples were taken at 10.00 cubic yards of cubic yards placed total. Date Placed July 1, 2002 Supplier Stoneway Time 01:30 AM Mix Number and Proportions 7530 Delivery Ticket No. 85 Truck No. 426 Cement 705 lbs I -II Slump, In. 2.50 Water 300 lbs /10 gal added on site Air Content, % Fine Aggregate 1890 lbs Conc. S. Air Temperature, °F 72 Coarse Aggregate 910 lbs Pea Gravel Concrete Temperature, °F 75 Flyasll 30 lbs Date Received In Lab July 1, 2002 Admixture 5 oz DAR -AIR Field Data Submitted By PSI/G. Lloyd Mix Data Submitted By Stoneway NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC. 6): TEMPERATURE: C1064.86(93); SAMPLING: C172.97 COMPRESSION TEST RESULTS REMARKS: A PSI representative was on site to witness shotcrete placement of concrete. Final inspection of reinforcing steel found all items to be in compliance. cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. It ' OBSERVATIONS Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 10 gallons of water added on site. WORK CONFORMS: ❑ YES ❑ NO ASTMTestMethod: ❑ C31 ❑ C39 ❑ C143 ❑ C172 ❑ C231 ❑ C1064 ❑ C1231 ❑ Other: Respectfully submitted, Pro tonal Service Industries, Inc. Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282.0710 Sample No. Cylinder Diameter (in.) Cylinder Area (in.') Date Tested Age (days) Load (lbs.) Compressive Strength (p.s.i.) Fracture Type A 2.75 5.94 7/8/02 7 24100 4060 Shear B 2.75 5.94 7/29/02 28 32300 5440 Shear C 2.75 5.94 7/29/02 28 33100 5570 Shear D 2.75 5.94 Discarded Design Strength Specification: 28 4000 if' � i Inform44ion ,To Build On RECEIVED Engineering • Consulting • Testing REPORT OF FIELD INSPECTION CLIENT: Randy McGreal The Bon Marche 3rd Ave & Pine St Store Planning, 7th Fl Seattle, WA 98181 DATE: July 1, 2002 TECHNICIAN: G. Lloyd FIELD DATA LOCATION OF PLACEMENT: Wall Line L from 21 to 22, elevation: Mall level to 2nd Floor; Column L @ 22 from foundation level through Mall level to 2nd floor. Samples were taken at 10.00 cubic yards of 0.00 cubic yards placed total. Data Placed Time Delivery Ticket No. Slump, In. Air Content, "A° Air Temperature, °F Concrete Temperature, °F Date Received In Lab Field Data Submitted By Mix Data Submitted By ASTM Test Method: ❑ C31 July 1, 2002 01:30 AM 85 Truck No. 426 2.50 72 75 July 1, 2002 PSI /G. Lloyd Stoneway COMPRESSION TEST RESULTS ❑ C39 ❑ C143 ❑ C172 ❑ C231 REMARKS: A PSI representative was on site to witness shotcrete placement of concrete. Final inspection of reinforcing steel found all items to be in compliance, AND CONCRETE COMPRESSION TES i fAUG 0 7 2002 PROJECT: South Center Mall Bon March6OMMUNlTY Tukwila DEVELOPMENT PERMIT NO.: JOB NO.: REPORT NO.: CR10302 Supplier Mix Number and Proportions Cement Water Fine Aggregate Coarse Aggregate Flyash Admixture B02 -062 712- 20088 -6 NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: C143.U7 (EXC. SEC. 6); TEMPERATURE: C1064.96(93); SAMPLING: C172.97 ❑ C1064 ❑ C1231 ❑ Other: cc: City of Tukwila THESE TEST RESULTS APPLY ONLY TO.THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Stoneway 7530 705 lbs I -II 300 lbs/10 gal added on site 1890 lbs Conc. Sand 910 lbs Pea Gravel 30 lbs 5 oz DAR -AIR OBSERVATIONS ® Cylinders made by PSI representative. ® Cylinders picked up by PSI representative. ® Test results comply with applicable specifications. ❑ Test results do not comply with applicable specifications. ® Reinforcing steel was found to comply with plans and project specifications. 0 Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 10 gallons of water added on site. WORK CONFORMS: ® YES ❑ NO Respectfully submitted, Profesjonal Service Industries, Inc. Sam Yaghmaie, P.E, Department Manager, Seattle Construction Services Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 - 1706 • Phone 206/282 - 0666 • Fax 206/282 - 0710 CLIENT: DATE: ST /vsr rib teA Information .To Build On Engineering • Consulting • Testing INSPECTOR: S. Thomas REMARKS: cc: City of Tukwila Rand McGreal The Bon Marche 3rd Ave & Pine St Store Planning, 7rh Fl Seattle, WA July I, 2002 A representative of PSI arrived at the above referenced project to inspect the completed installation of the fiber reinforced epoxy composite (FREC) at Line 21 at K -L and 21 at G -F. The finished application was adequate, no voids or bubbles observed. He received 2 of 4 12" x 12" sample panels fabricated 6- 28 -02. Two panels were left on site for future use, if required. One panel was randomly selected for material property tests. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES INC, Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 REPORT OF INSPECTION ACTIVITIES PROJECT: Bon Marche PERMIT NO.: B02 -062 JOB NO.: 712 20088 - REPORT NO.: FR26510 WORK CONFORMS TO APPROVED PLANS: Sam Yaghmaie, P.E. Manager, Seattle Construction Services Re . sectfully submitted, OFESSIONAL SERVICE INDUSTRIES, INC. YES NO Z ~ W re 2 J U U 0 W = H N W 0 � Q = I-- _ . Z �. 1- 0 Z I— LL! uj 2 • o U U O O 1 W • W :. u- Q W Z II-- O �- z COMPRESSION TEST RESULTS ` SAMPLE I.D. SIZE AREA ISQ, IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM WEATHER ' % / CAST • '. I s -” ' f PLANT -' I' ` S' ( %'• STRENGTH F -iLx- r` . TYPE PROPORTIONS: CEMENT TYPE OF CEMENT �✓� u " CONC. TEMP. 7S SLUMP if `-- ins. AIR �/ % QUANTITY // ( * Cu. Yd. TRUCK L 7 2.6 TICKET # c..) SUPER PLASTICIZED SLUMP - r MIX # 7-6 ~ —?�-) POUR LOCATION AND NOTES: uV O .-- �k L 1 r C L _f ,- �, I 7 / , U , r , , ,, DATE RECEIVED: EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: I MAILED: OWNER ENGINEER ARCHITECT CONTRACTOR ( BUILDING DEPT. SUPPLIER FIELD CONTACT / IDATE: ' : ! f, "This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries. Inc., is prohibited." NAME ON OFF ST OT MILES "This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS - ��; Information (. To Build On Engineering • Consulting • Testing SEATTLE DIVISION (206) 282 -0666 FAX (206) 282-0710 EASTSIDF DIVISION (425)485 -4244 FAX (425)485 -4611 TACOMA DIVISION (253) 589-1804 FAX (253)589.2136 acceptance of other associated work or a warranty of design or workability of the specification requirements” TS -98.1 PORTLAND DIVISION (503) 254-8418 FAX (503) 252.5608 CR 10302 SPOKANE DIVISION (5091535 -3571 FAX (5091 535.1267 PENINSULA DIVISION (3601 297.8821 FAX (360) 297-8828 Certified Report by Professional Service Industries Date CLIENT: Rand McGreal PROJECT: Bon Marche The Bon Marche 3rd Ave & Pine St Store Planning, 7rh Fl Seattle, WA PERMIT NO.: B02 -062 DATE: June 28, 2002 JOB NO.: 712 20088 - INSPECTOR: G. Lloyd REPORT NO.: FR14996 REMARKS: GL /tin rib te• Engineering • Consulting • Testing cc: City of Tukwila Information .To Build On REPORT OF INSPECTION ACTIVITIES A representative of PSI arrived at the above referenced project, by request, for special inspections. He inspected the reinforcing steel at the existing line L from lines 21 to 22 at the wall and the column and line L at 22. He inspected the column steel from the foundation level though the mall level to the 2nd level. The wall steel was inspected and corrections were made to tighten the outer horizontal steel in the loop of the dowel coming out of the existing wall. The items inspected and the workmanship were in conformance to the approved plans and specifications. WORK CONFORMS TO APPROVED PLANS: Fl YES I I NO Resp y submitted, P' • FESSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Manager, Seattle Construction Services REPORT ...MAY NOT BE REPRODUCFf) Fx);FPT IN Fl II I 41J(IrHjBjL1NRIIIEN EERMISSIONH`- PROFFSRIONAL .SERS/ICE.INDUSTRIES.INC Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282 -0710 Ow CLIENT: ST /tin � I ' DATE: June 28, 2002 cc: City of Tukwila Information .To Build On Engineering • Consulting • Testing Rand McGreal The Bon Marche 3rd Ave & Pine St. Store Planning, 7rh Fl Seattle, WA REPORT OF INSPECTION ACTIVITIES PROJECT: Bon Marche PERMIT NO.: B02 -062 JOB NO.: 712- 20088 -4 INSPECTOR: S. Thomas REPORT NO.: FR26507 REMARKS: A representative of PSI arrived at the above referenced project, by request, for special inspections of fiber- reinforced epoxy composite material. The installation was at the mall level grid line 21 at lines K and L and 21 at lines G and F. The surface walls were previously prepared to the specifications (1/16" amplitude) and the cracks were injected with epoxy. The thickened Tyfo S material was used to prime the surfaces and fill the voids. Tyfo SEH 51A system was utilized. The lot numbers utilized on this date include S01622 and S06122 and there were 20 gallons used on this date. He observed the mixing of the materials, the saturation of fiberglass fabric, the installation and the pinning of the fabric with fiberglass anchors. He requested that the Contech representatives fabricate (4) 12" x 12" sample panels to represent the day's installation. The samples are to be retrieved after 48 hours and the lot numbers for the fabric style SEH -51A which were used include lot 2002- 02 -01, roll 57 and 169. The methods and materials on this date are in conformance to the project plans and the specifications to the best of the inspector's knowledge. WORK CONFORMS TO APPROVED PLANS: Fi YES Respect ubmitted, P • ESSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Manager, Seattle Construction Services NO REPORTS MAY NOT BE RFPJOn11CFn. FXCFPT IN FLU I . WITHnU WRITTCN PFRMISSILIALE PROFESSIONALSERYICElNDUSTRIES .INC Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 z I— w J U O 0 co 0 J • = F— • W w O g = H O z U r7 O N O I— WW I- - O z U - - O I— z 1 CLIENT' PROJECT NO. PERMIT NO CITY ENGINEER ARCHITECT CONTRACTOR PROJ. ADDRESS COPIES TO: I MAILED: I .. . INSPECTOR: CONTRACTOR ' BUILDING DEPT. ` SUPPLIER FIELD CONTACT: EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO: I MAILED: I .. . INSPECTOR: . 1 / DATE: ITEMS INSPECTED TO • AyPROVED PLANS ARE:, . CONFORMING .1=1 / ? NONCONFORMING OWNER ENG ARCHITECT CONTRACTOR ' BUILDING DEPT. ` SUPPLIER FIELD CONTACT: DATE: This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited." This certification attests to the accuracy of the results obtained from the actual test and/or observations NAME ON OFF ST OT MILES performed made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS arpT Information To Build On engineering • Consulting • Testing TS - 98-1 [-p, sEnTrLE DIVISION —57 16111 AVE. W, SEATILE, WA 98104 (2(16) 282.0666 FAX (206) 282-0710 Certified Report by Professional Service Industries ..1 TACOMA DIVISION 101)25 S. TACOMA WAY, SUITE tit TACOMA, WA 98499 (253)589-1804 FAX (253)589-2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements." PORTLAND DIVISION 6032 N. cuTrER CIRCLE, su rrE 481) PcmatArsm, OR 97219 E (503)289-1778 FAX (503)289-1918 d FR 14996 SPOKANE DIVISION 19109 E. SPRAGUE, SUITE 9 SI'OKANE, WA 99216 [=I (5(19)921-9200 FAX (509)921.5649 Date CLIENT ADDRESS ATTENTION . P.O. , NO. :. PROJECT, : . -t LIT- - Eh /.) ;AA A-it c-t-ir..: PROJECT NO. PERMIT NO. CITY ENGINEER ARCHITECT CONTRACTOR PROJ. ADDRESS EQUIPMENT IDENTIFICATION AND S/N#: l's..) I 4, COPIES TO: I MAILED: I INSPECTOR: DATE: ITEMS INSPECTED TO APPROVED PLANS ARE: CONFORMING NONCONFORMING OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: "This report is provided for the information of the client only. The reproduction of this 00 s report, by any method, and i ts transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited." "This - NAME ' ON OFF ST OT MILES certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or . l : TOTAL HOURS Lle L I To Build On Engineering • Consulting • Testing SEATTLE DIVISION b 3257 (Tit AVE. w sEATri.F., wA 98104 (206) 282-11666 FAX (20(i) 282-0710 TACOMA DIVISION 10025 S. TACOMA WAY, SUITE #11-1 TACOMA, WA 98499 (253)589-1804 FAX (253)589-2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TS - 98-1 PORTLAND DIVISION 6032 N. CUTI CIRCLE, surrE 4811 PORTLAND, OR 97219 (503)289.1778 FAX (503)289.1918 FR 26507 SPOKANE DIVISION 19109 E. SPRAGUE, surtE SPOKANE, WA 99216 1=1 (509)921-9200 FAX (509)921-5649 CLIENT . ADDRESS ATTENTION PROJECT NO. PERMIT NO. CITY ENGINEER ARCHITECT CONTRACTOR PROJ. ADDRESS Engineering • Consulting • Testing SEATTLE DIVISION ❑ 3257 1(i rll AVE. W, SEATTLE, WA 98104 (206) 282.0666 FAX (2116) 282-0710 TACOMA DIVISION 10025 S. TACOMA WAY, SUITE #11 -I ❑ TACOMA, WA' 18499 (253)589.1804 FAX (253)589-2136 PORTLAND DIVISION 61132 N. CUTTER CIRCLE, PORTLAND, OR 97219 ❑ (5113)289.1778 FAX (503)289 -1918 FR 25497 SPOKANE DIVISION 191119 E. SPRAGUE. SUITE9 El SPOKANE,WVA99216 (5119) 921. 92011 FAX (509) 921 -5649 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Professional Service Industries TS -98.1 Date EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: I MAILED: I INSPECT .51: DATE: ITEMS INSPECTED TO APPROVED PLANS ARE: NONCONFORMING ❑ OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: -----` DATE: '- ` This report is provided for the information of the client only. The reproduction of this rep by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited." "This certification attests to the accuracy of the results obtained from the actual test and /or observations NAME ON OFF ST OT MILES performed made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS .~�i Information /r To Build On Engineering • Consulting • Testing SEATTLE DIVISION ❑ 3257 1(i rll AVE. W, SEATTLE, WA 98104 (206) 282.0666 FAX (2116) 282-0710 TACOMA DIVISION 10025 S. TACOMA WAY, SUITE #11 -I ❑ TACOMA, WA' 18499 (253)589.1804 FAX (253)589-2136 PORTLAND DIVISION 61132 N. CUTTER CIRCLE, PORTLAND, OR 97219 ❑ (5113)289.1778 FAX (503)289 -1918 FR 25497 SPOKANE DIVISION 191119 E. SPRAGUE. SUITE9 El SPOKANE,WVA99216 (5119) 921. 92011 FAX (509) 921 -5649 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Professional Service Industries TS -98.1 Date 7 CLIENT: RT /cam cc: DCLU Information .To Build On Engineering • Consulting • Testing DATE: June 14, 2002 INSPECTOR: R. Teglund REMARKS: REPORT OF INSPECTION ACTIVITIES Rand McGreal PROJECT: Bon Marche The Bon Marche 3rd Ave & Pine St Store Planning, 7rh Fl Seattle, WA PERMIT NO.: 02 -062 JOB NO.: : 8 -1 REPORT NO.: FR25475 . Sam Yaghmaie, P.E. Manager, Seattle Construction Services REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. A representative of PSI arrived at the above listed site to inspect the epoxy grouting per S3.1/7 and S1.1 anchorage using Simpson epoxy. Holes were reamed with wire brush and blown out as well Embedment depths and installation techniques were correct. Installing rebar via epoxy grout at mall level Lines 22 to 21 per S3.1/20 and 53.1/21. Work done was per plan and code. WORK CONFORMS TO APPROVED PLANS: IX1 YES Respectfully submitted, P SSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282 -0666 • Fax 206/282 -0710 NO Z Z '. re W 6 U O N D W = J N U. W O 2 ? . a H= Z I- O W E- 2 U � � • H W • W . O . tll O . Z CLIENT '. ADDRESS. ATTENTION '. 13.0. NO: ' PROJECT PROJECT NO. PERMIT NO CITY ENGINEER ARCHITECT CONTRACTOR PROJ. ADDRESS Information ' / To Build On Engineering • Committing • Testing SEATTLE DIVISION ❑ 3257 16TI1 AVE. W, SIiArrLE, WA 98104 (2116) 282.0666 FAX (2)16) 282 -0711) TACOMA DIVISION 1)1025 S. TACOMA WAY, SUITE #11- I TACOMA, WA 98499 (253)589.1804 FAX (253)589.2136 I'ORTLANI) 1)1 VISION 6)132 N. CUTIER CIRCLE, SUITE 481) El I'ORTLAND,OR97219 (51)3) 289 -1778 FAX (503) 289.1918 FR 25475 SPOKANE DIVISION 19109 0. SPRAGUE, SUITE 9 El (509)921-92(X) WA 99216 (5119)921 -92(8) PAX (509)921.5649 acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Professional Service Industries TS - 98.1 FIELD REPORT EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: I MAILED: I INSPECTOR. ----- DATE: ITEMS INSPECTED TO APPROVED PLANS ARE: CONFORMIN — ..- NONCONFORMING ❑ f ' (/ - 1 ( �� OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONT CT: J IDATE: "This report is provided for the Information of the client only. The reproduction of this repo by an method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited." "This certification attests to the accuracy of the results obtained from the actual test performed and /or observations NAME ON OFF ST OT MILES - made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS Information ' / To Build On Engineering • Committing • Testing SEATTLE DIVISION ❑ 3257 16TI1 AVE. W, SIiArrLE, WA 98104 (2116) 282.0666 FAX (2)16) 282 -0711) TACOMA DIVISION 1)1025 S. TACOMA WAY, SUITE #11- I TACOMA, WA 98499 (253)589.1804 FAX (253)589.2136 I'ORTLANI) 1)1 VISION 6)132 N. CUTIER CIRCLE, SUITE 481) El I'ORTLAND,OR97219 (51)3) 289 -1778 FAX (503) 289.1918 FR 25475 SPOKANE DIVISION 19109 0. SPRAGUE, SUITE 9 El (509)921-92(X) WA 99216 (5119)921 -92(8) PAX (509)921.5649 acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Professional Service Industries TS - 98.1 FIELD REPORT • A too Date ready for issuance william polk WILLIAM POLK ASSOCIATES CONSULTANT STR.IGTURAL: 200-343-04. MECH/ELEC: CIVIL: LANDSCAPE: NONE REVISIONS NO DESCRIPTION DATI JOB NUMBER DATE 02001 03/06/2002 PROJECT DIRECTOR DESIGNED BY WMP DRAWN BY SKN APPROVED SCALE NOTED ARCmTECTUREPLANJNTNGRYIERIORs 1110 POST ALLEY, SEATTLE, WASHLNGION TELEPHONE 206.6222443 FAX 2062222031 EMAIL WPAQWPOLKrOM PROJECT TITLE BON MARCHE SOUTHCENTER SEISMIC SHEET TITLE TITLE I LE SHEET SHEET NUMBER CC.1C IN C< U aN 217 IN- STREET, 300 NON_ W1LLL4n Pt PELK STATE of OMPAAAGTGN CHECKED BY LO2- 06 Z- ghe B 0 N g( ft E .- , ,.., ..... ,.. , ;j A' PERMIT i:�ei;: ^ .r`J FOR: �., ! OF TU;KWILA ... ` C'MSION SOUTHCENTER MALL TUKWILA WA. GTY OF TU4 LA r _ ... �l APPROY . z mq Pqm W6 ) Sg 2 a m k 4S ƒd § 7 \ b ® J ° W4§M V12% } §\2 §]\� |\ § /kk--- §§ (4.i90 , �§\ Tiny; } dkG A Ro_i!!%kM 0 (I§ ƒ o § 0 0 ; a / 0 84 \ 2, )§ \ \ of q , 44 K ° 0 9% ¥2 w 8 , w0 te] R A) *0,2 S #� §R2!!6 [§( ƒ }( §5U PLI }} AI �mm� ��:z /e!! §n !a! »:!9! []2* \)\ &,.d#a �� I��m4la a= : = :! . _„ i':ri cf con- �_:o _ , , .,._ t ,:, a_, ,owiedged Do -D ... .0001 0 By APR 2 u?2 /I Date ei R/A� PerritiJc. d- O4/. VICINITI' MAP CODE INFORMATION PROJECT DIRECTORY ZONING The Bon Marche OCCUPANCY: M PROJECT TYPE: Tenant improvement CONSTRUCTION TYPE: Type II-N sprinkled AREA OF IMPROVEMENT: See plans CONSTRUCTION COST: 1200000. (estimated) OCCUPANCY LOAD: SPRINKLER SYSTEM: Existing system MECHANICAL SYSTEM: Existing system ELECTRICAL SYSTEM: Existing system STRUCTURAL: Existing system modification to the work as noted on plans, bidder design TAX PARCEL No.: 262304- 905601 GOVERNING AGENCY: City of Tukwila Department or Communit p Community Development Building Division 6300 Southcenter Blvd. Tukwila WA 98188 tel: 205. 431. 3610 fax: 206. 431. 3665 SITE ADDR.ESS. The Bon Marche 500 Southcenter M a l l Seattle Washington 98188 contact: Mark Mason, General Manager tel: 206. 656. 0001 fax: 206. 656. 6001 OWNER: The Bon Marche Third Avenue and Pine Street Seattle, Washington 95 contact: DAVID VARON tel: 206. 506.1143 ARCHITECT: WILLIAM POLK ASSOCIATES 1120 POST ALLEY Seattle, WA. 95101 tel: 206. 622 -8443 CONTRACTOR: H.S. Wright 501 Eastlake Ave. E., Suite 100 Seattle, WA. 98109 tel: 206. 441 -1654 fax: 206. 441 -1121 \` a t �� . HIGHWAY 4 J ,------_____KIOLA i MITT ° ' ( [ . . .. . �. . ....�. ) ,_ 212AOCINV x< 1 ghe801111111ffilt III J i �SOUTHGENTER J DR G INDEX I DRAWING MALL 1 A0.0 TITLE SHEET AI.O MALL LEVEL PLAN 4 ENLARGED PLAN S 1.1 GENERAL STRUCTURAL NOTES 4 FIBER- REINFORCED EPDXY COMPOSITE WALL REINFORCING S 2.1 STRUCTURAL PLANS RECETUNED xwII S 3] STRUCTURAL DETAILS cmo. =A S 2002 PER PEP.MI TCENTER a z = 11119M , (--- STRANGER BLVD. 1 WILLIAM POLK ASSOCIATES CONSULTANT STR.IGTURAL: 200-343-04. MECH/ELEC: CIVIL: LANDSCAPE: NONE REVISIONS NO DESCRIPTION DATI JOB NUMBER DATE 02001 03/06/2002 PROJECT DIRECTOR DESIGNED BY WMP DRAWN BY SKN APPROVED SCALE NOTED ARCmTECTUREPLANJNTNGRYIERIORs 1110 POST ALLEY, SEATTLE, WASHLNGION TELEPHONE 206.6222443 FAX 2062222031 EMAIL WPAQWPOLKrOM PROJECT TITLE BON MARCHE SOUTHCENTER SEISMIC SHEET TITLE TITLE I LE SHEET SHEET NUMBER CC.1C IN C< U aN 217 IN- STREET, 300 NON_ W1LLL4n Pt PELK STATE of OMPAAAGTGN CHECKED BY LO2- 06 Z- 24' -e^" 2,-0" 24 -0' 24' -0" 24' -0" 24' -0" 24' -0" , 24' -0" 24 -0" 24' - , 24' - 24' - 24' - 24' - MALL LEv@L PLAN J REMOVE EXISTING CEILING (e15' -0" AFFJ REMOVE EXISTING CRIB ALL THE REMOVED SHAFT, DUCT, AND CEILING HAVE TO BE REINSTALL AFTER THE CONSTRUCTION DONE Is ENLARGED DeM®. PLAN SCALE: 1/8" =1'-0" 6 -0" MALL DISPLAY WINDOW c— F- REMOVE I EXISTING L SHAFT REMOVE EXISTING SHAFT r VESTIBULE L REMOVE EXISTING GIVE REMOVE EXISTING DUCT le Q' -0" AFFJ TS�OCC N ROOM REMOVE ST CEII (e15 -0 " L 4FFJ AS REQUIRED L 1 REMOVE PORTION OS EXISTING CONC. WALL I SEE STRUCTURAL DRAWINGS FOR DETAILS cb MALL ENTRANCE 24' -0" 24' -0" c R ECENED o ry e� rulcwlu MR Oo " 2002 P EMIT CENTER 25 WILLIAM POLIO ASSOCIATES ARCHITECITIRETPLANNENG/rn 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE 206.622-S443 FAX 206_6V-S031 CONSULTANT EMAIL. WPAI5WPOLICCOM STRUCTURAL: COUG,N FORT, 2 ,2 - 300 206- 343 -0 SEATTLE, J'-. B_2-, MECH/ELEC: NCN= CIVIL: NCNE LANDSCAPE: NUNS REVISIONS NO DESCRIPTION CA JOB NUMBER DATE 02001 03/04/2002 PROJECT DIRECTOR DESIGNED BY ILMP DRAWN BY CBECEED BY SKH APPROVED SCALE NOTED PROJECT TITLE SON MARCHE SOUTHCENTER SEISMIC SHEET TITLE MALL EVE PLAN ENLARGED PLAN SHEET NUMBER General Structural Notes (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.) CRITERIA: 1. ALL MATERIALS WORKMANSHIP, DESI6N, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS THE UNIFORM BUILDING CODE (U56). 1991 EDITION, AND SEATTLE BUILDING CODE MODIFICATIONS TO THE UBG. 2. THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. THE RENOVATION WORK INDICATED HAS BEEN EVALUATED AND DESIGNED TO BE IN ACCORDANCE WITH FEMA -118 AND 15 WITHIN THE CURRENT PRACTICE FOR THE RENOVATION OF EXISTING BUILDINGS OF THIS AGE AND TYPE OF CONSTRUCTION. 3 DESIGN LOADING CRITERIA: FLOOR LIVE LOAD (RETAIL /STORE) 100 P5F (REDUCIBLE) ATTIC LIVE LOAD 40 P5F EARTHQUAKE ZONE 3, 53, R = 4.5, Av = 0.3, AO = 0.3 4. STRUCTURAL DRAWING5 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY ALL EXISTING 313335ION5, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENGIN6 ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAKING5 ARE INTENDED A5 GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTINGG CONDITIONS 3HOWM ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON 171E DRAWIN65, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH "HE DRAWINGS. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 8. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITIN6 TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY TH15 REQUIREMENT. 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHEW CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF 5IMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 10. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 11. SHOP 33331365 FOR REINFORCING STEEL AND FIBER REINFORCED EPDXY COMPOSITE MATERIAL SMALL 50 SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. ALLOW (14) DAYS FOR REVIEW. 12. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDE(S. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN GONG0T BY INDICATING WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL. AND SHALL BE FOLLUIED. SHOP DRAWIN65 OF DESIGN BUILD COMPONENTS INCLUDING FIBER- REINFFORCED EPDXY COMPOSITE MATERIAL SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WIASHINGTON, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMP05E0 ON THE BASIC STRUCTURE. TIME COMPONENT DESIGNER 15 RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECE55ARY CONNECTIONS NOT SPECIFICALLY GALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. DESIGN CALCULATIONS SHALL BE SUBMITTED. 13. SPECIAL INSPECTION: CONCRETE CONSTRUCTION, SHOTCRETIN6, EPDXY GROUTED INSTALLATIONS, AND FIBER - REINFORCED EPDXY COMPOSITE INSTALLATION SHALL BE 55ERVISED IN A000fD3NOE WITH CHAPTER 11 OF THE SEATTLE BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT, STRUCTURAL ENGINEER, AND SEATTLE DEPARTMENT OF CONSTRUCTION AND LAND USE SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. CONTINUOUS INSPECTION 15 REQUIRED FOR ALL STRUCTURAL PORK EXCEPT DEMOLITION 4 SURFACE PREPARATION. ANCHORAGE: 14. EPDXY - GROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET EPDXY -TIE ADHESIVE" AS MANUFACTURED BY 5IMP50N STRONG -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH IGB0 REPORT NO. 5218, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IGB0 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, FOR WIND OR SEISMIC APPLICATIONS, SUBSTITUTIOS SHALL MEET I030 ACCEPTANCE CRITERIA (AC58 FOR CONCRETE). SPECIAL INSPECTION OF EPDXY - GROUTED ANCHOR INSTALLATION 15 REQUIRED. HOLES IN CONCRETE MAY BE DRILLED BY CORING OR ROTO- HAMMER UNLESS NOTED OTHERWISE. RENOVATION: 15. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION A5 REQUIRED AND IN A MANNER SUITABLE TO THE 1 SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE DRAWINGS. SAW GUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING WHICH I5 TO BE SAVED. DEMOLITION DORIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DORIS) ON EXISTING FLOOR SYSTEMS TO 40 P5F. A. ALL NEW OPENINGS THROUGH EXISTING MASONRY OR CONCRETE MALLS, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY SAWCUTTIN6 WHEREVER POSSIBLE. UNLESS OTERWSE NOTED, ALL NEW OPENINGS SHALL BE SAWCUT NEAT AND GLEAN; NO OVERCUT'TIN6 AT OPENING GORE SHALL BE ALLOWED. AS REQUIRED, CORE DRILL GOR0RS AND CHIP, GRIND OR CUT THE CORNERS TO PROVIDE THE REQUIRED DIMENSIONS. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. G. SMALL ROUND OPENIN65 SHALL BE ACCOMPLISHED BY CORE 931001NG, IF POSSIBLE. SHEET INDEX: 51.1 GENERAL STRUCTURAL NOTES 4 FIBER - REINFORCED EPDXY COMPOSITE WALL REINFORCING 520 STRUCTURAL PLANS 53.1 STRUCTURAL DETAILS 23. FIBER - REINFORCED EPDXY COMPOSITES SHALL BE HIGH STRENGTH GLASS FABRIC EMBEDDED IN A POLYMER EPDXY MATRIX. ICBO REPORT, MATERIAL PROPERTIES, INSTALLATION PROCEDURES, AND STRUCTURAL DE5I6N SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PER THE SPECIFICATIONS. COMPOSITE FIBER INSTALLATION SHALL BE CONTINUOUSLY OBSERVED BY THE SPECIAL INSPECTOR. O CONCRETE: 16. CONCRETE SHALL BE MIXES, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UDC SECTION 1905 AND ACT 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 5,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 1/2 SACKS OF 001304T PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. THE MINIMUM AMOUNTS OF GBMENTITIOUS MATERIAL MAY BE 034185ED IF A CONCRETE PERFORMANCE MIX 15 SUBMITTED TO THE 57 10003AL 004B1lEER AND THE SEATTLE DEPART13041 OF CONSTRUCTION AND LAND USE FOR APPROVAL TWO WEIY.5 PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF GENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS PELL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH AGI 31B -95, CHAPTER 5. THE USE OF A PERFORMANCE MIX REQUITES BATCH RANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED GENFOR1S GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. CONCRETE MAY BE PLACED BY THE "BHOTCRETE' METHOD, PROVIDED THE APPROVALS, TESTS, AND INSPECTIONS REQUIRED BY D.G.L.O. DIRECTOR'S RULE 35-96 ARE OBTAIN. 5HOTCRETE MATERIALS, EQUIPMENT, PROCEDURES, PROPORTIONS, BATCHIN6 AND MIXING, AND PLALB3IT SHALL BE IN ACCORDANCE WITH AGI 506R -90 AND UBC SECTION 1924. IT. REINFORCING STEEL SHALL CONFORM TO ASTM Ab15, GRAPE 60, fy = 60,000 351. GRADE 60 REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO A5TM ATO6. REINFORCEMENT COMPLYING WITH A5TM 0315(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONIFORIMILE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4.82 ARE SUBMITTED. 18. REINFORCING STEEL SHALL BE DETAILED (I3501)3IN6 HOOKS AND BEN)5) IN ACCORDANCE WITH AGI 315 -92 AND 318 -15. LAP ALL CONTINUOUS R14000300304T (45 AND SMALLER) 40 BAR DIAMETERS: OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORDED BARS (45 AND SMALLER) 40 BAR DIAMEIl3 OR 2' -0' MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH AGI 318 -89, CLASS B. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 18. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS, U.O.N.: COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 I/O" SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS I/8 ° ) or . . 3/4 (45 BARS OR SMALLER). . . 1 1/2" 20. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE ARCHITECTURAL DRAWIN55 FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. 21. BONDING AGENT SHALL BE "CONCRESIVE STANDARD LIQUID' BY MASTER BUILDERS, INC. OR EQUIVALENT, AND SHALL BE USED *ERE NEW CONCRETE 15 PLACED AGAINST EXISTING CONCRETE. PLACE IN STRICT ACCORDANCE KITH MANUFACTURER'S INSTRUCTIONS, INCLUDING PREPARATION OF EXISTING SURFACES. BONDING AGENT MAY BE OMITTED WHERE CONCRETE I5 INSTALLED BY THE SHOT METHOD. 22. CONCR'ET'E SURFACE PREPARATION: REMOVE ALL FINISH MATERIALS FR.011 CONCRETE WALLS, COLUMNS AND OTHER STRJCTURAL ELEMENTS WHICH ARE TO RECEIVE CONCRETE STRENGTHENING, INCLUDING BUT NOT LIMITIED TO GYPSUM WALLBOARD, FRAMING, PLASTER, ADHESIVE AND PAINT. ROUGHEN SURFACE TO i AMPLITUDE TO EXPOSE AGGREGATE AND 50UMD CONCRETE. CLEAN AND WET SURFACE TO A SATURATED, SURFACE -DRY CONDITION IMMEDIATELY BEFORE PLACING NEW CONCRETE AGAINST EXISTING CONCRETE. REMOVE ALL FINISH' MATERIAL FROM CONCRETE WALLS WHICH ARE TO RECEIVE FIBER - REINFORCED EPDXY COMPOSITE MATERIAL, INCLUDI116 BUT NOT LIMITED TO GYPSUM WALLBOARD, FRAMING, PLASTER, ADHESIVE AND PAINT. SEE SPECIFICATIONS FOR ADDITIONAL CONCRETE WALL SURFACE PREPARATION REQUIREMENTS. • 1i 12/53.1 5113. V NEW CONG. WALL PER 20/53.1 24' -0" WALL PANEL 5 /51.1 FIBER - REINFORCED EPDXY COMPOSITE - WALL REINFORCEMENT, TYP. ORIENT PRIMARY FIBER DIRECTION HORIZONTALLY. SEE PLAN FOR WALL PANELS TO RECEIVE REINFORCEMENT. DRILLED, EPDXY FIBER ANCHORS PER MANUFACTURER B ENDS OF FIBER - REINFORCED EPDXY COMPOSITE MATERIAL FIBER - REINFORCED EPDXY COMPOSITE MATERIAL Mall Level Beyond CHAMFER CORNERS i" RADIUS, SEE SPECIFICATIONS , -STAIR SHAFT EX. CONC. WALL - AND PILASTER DRILLED, EPDXY FIBER ANCHORS AS RECOMMENDED BY MANUFACTURER, TYP. 6" --4 •IL_ r NOTES: 21 grid WALL PER PLAN 3306 Fiber - Reinforced Wall 4 L FIBER-REINFORCED EPDXY COMPOSITE MATERIAL, TYP. PLAN 3003 Fiber - Reinforced Wall 9 2nd Level EI.. 48' -0" Fin. Flr. Mall Level EL. = 25' -0" I. REMOVE ALL PAINT AND PLASTER AND SANDBLAST SURFACE TO iIe AMPLITUDE PRIOR TO INSTALLATION OF FIBER - REINFORCED EPDXY COMPOSITE MATERIAL. 2. EPDXY EJECT ALL CRACKS 0.010 in. OR GREATER PRIOR TO INSTALLATION OF FIBER- REINFORCED EPDXY COMPOSITE MATERIAL FILL ALL HOLES WITH REPAR MORTAR PER SPECIFICATIONS. 3. FIBER - REINFORCED EPDXY COMPOSITE MATERIAL SHALL BE DESIGNED WITH A MAXIMUM ALLOWABLE DESIGN STRAIN OF E = 0.004in /in, AND IN ACCORDANCE WITH IGBO AGI25. ADDITIONAL LAYER OF FIBER - REINFORCED EPDXY COMPOSITE WALL REINFORCEMENT. ORIENT PRIMARY FIBER DIRECTION VERTICALLY. '21 EX. OPENING - BOTTOM OF JOISTS FIBER - REINFORCED EPDXY COMPOSITE MATERIAL 3005 Fiber - Reinforced Wall 5 FIBER - REINFORCED EPDXY COMPOSITE MATERIAL BOTTOM OF JOISTS 3004 Fiber - Reinforced Wall 10 4. COMPOSITE FIBER QUANTITY SHALL BE 151 Vin WHERE COMPOSITE FIBER QUANTITY = E ` t. E = MODULUS OF ELASTICITY (ksi) (3030ksi MIN.) t = MATERIAL DESIGN THICKNESS (In) • 5. SEE GENERAL STRUCTURAL NOTES AND SPECIFICATIONS FOR FURTHER CRITERIA. MALL LEVEL el. 28' -5" 2nd LEVEL RECENED CITY OF TUKWiLA MAR 0 5 2002 PERMIT CENTER 3000 A " = 1'-0' Fiber - Reinforced Epoxy Composite Material Wall Elevation 18 WILLIAM POLK ASSOCIATES CIVIL: ARCIIITECTURE/PLANNINO/INTERIORS 1120 POST AVENUE, SEATTLE, WASHINGTON TELEPHONE 206 - 6228443 FAX 206.6228037 CONSULTANT MECI- I/ELEC: - LANDSCAPE: REVISIONS APPROVED SCALE PROJECT TITLE SHEET NUMBER EMAIL WPA@WPOLICCOM COUGHLIII PORTERLUNDEEII A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P. 206/343 -0460 SEATTLE. WA 98101 F 206/34 3-5691 STRUCTURAL: COUGNL :u PORTER '' V R -v PINE STREu jl - =_ LEE 206- 343 -0460 „_ -_E W-^ 5810, ExpIRES 7/25/03 NO DESCRIPTION PERMIT SUSMITTAL CPL JOB NUMBER PLOT DATE 5010930 - 05 02/22/02 PROJECT DIRECTOR DESIGNED BY JGS RI / GTP DRAWN BY CHECKED BY MPT JEC 13ON MARCHE SOUTHCENTER COSMETICS ENTRY SHEC'I HILL STRUCT. NOTES & FIBER REINFORCED EPDXY COMPOSITE WALL REINFORCING S1.1 DATE 3 -05 -02 NEW WALL OPENING BELOW SECOND LEVEL PARTIAL PLAN -- EXISTING ATTIC ,STORAGE 0 N NO ; `Cs O in EX. G WALL GON. TO REMAIN n — I VERIFY EXISTIN1 SHAFT 24'-O" 20/53.1 VERIFY 24' -0" J NOTES: I. FIELD VERIFY ALL. DIMENSIONS AND ELEVATIONS BEFORE DETAILING, FABRICATING OR INSTALLING WORK. LEGEND: NEW 12" CONCRETE SHEARWALL REMOVE PORTION OF EXISTING. CONCRETE WALL THIS LEVEL EX. GONG. WALL TO REMAIN MALL LEVEL PARTIAL PLAN = r-o" NEW SHOTGRETE WALL AND COLUMN STRENGTHENING _ FIBER - REINFORCED EPDXY COMPOSITE MATERIAL WALL ELATION x/xx Y FACE OF EXISTING COLUMN NEW 6'18" CONCRETE COLUMN STRENGTHENING - NEW COLUMN STRENGTHENING BELOW 1-1 Lf 24 RECEIVED CITY OF TUKW ILA MAP, 0 6 2002 PERMIT CENTER WILLIAM POLK ASSOCIATES CIVIL: SCALE ARCHITECTURE/PLANNINGINTERIORS 1 120 POST AVENUE, SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.6228031 CONSULTANT MECH/ELEC: - LANDSCAPE: - REVISIONS PROJECT TITLE SHEET TITLE SHEET NUMBER EMAIL WPA @WPOLK.COM COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CAL ENGINEERING CORPORATION 217 PINE STREET -SURE 300 P- 706/343.160 SEATTLE, WA 9810I F. 206/343 -5691 STRUCTURAL: 2I1 PIN- STmr- 206- 343 -0,0 SE4TTLE. W '_3 1 E91113E5 7/25/03 NO DESCRIPTION DATE PERMIT SUBMITTAL 3 - 05 - 02 CPL JOB NUMBER PLOT DATE 5010930 - 06 02/22/02 PROJECT DIRECTOR DESIGNED BD JGS RHG / GIP DRAWN BY CHECKED BY MPT JEC APPROVED J. BON MARCHE SOUTHCENTER COSMETICS ENTRY STRUCTURAL PLANS S2.1 EX. GONG. SLAB (ATTIC FLOOR) i 2nd Level Level 2nd L IN EPDXY GROUTED HOLES, EMBED 5 ", TYP. A5 SHOWN , 2nd Level ° F EX. WALL DOWELS TO MATCH VERTS. IN EPDXY GROUTED HOLES, EMBED b" i ` REINF. PER ELEVATION CONC. SHEARWALL IN EPDXY HOLES, EMBED BOTTOM OF BEAM VERTS IN EPDXY DOWELS TO MATCH ® 12 "oc GROUTED 6" PLAN 3301 Column Strengthening 3 = Z — , — o I- WALL TO BE REMOVED 3303 Head New Wall Opening 5 GROUTED HOLES, EMBED 9 ". LAP III PER 20 /53.1 N ® 24 "oc E.W. _ __ (EMBED 6') Concrete STRENGTHENING PER PLAN AND ELEV. 3007 Shearwall 2 FOR GALL -OUTS IN COMMON SEE DETAIL 8/53.1 FOR GALL-OUTS IN COMMON SEE DETAIL 2/53.1 Top "- -- COL 330 PER 8/53.1 Column Strengthening 4 of at y>r 1 GONG. SHEAIRWALL GLR. STRENGTHENING PER PLAN AND ELEV. REINF. PER ELEVATION a.„„„ 22 21 24'-0" O j Mx J 6 24 "oc E.W. (EMBED b ") L I" GLI -. DOWELS TO MATCH VERTS. IN EPDXY GROUTED HOLES, EMBED 6" EXIST. GONG. COLUMN. GOAROUNG. STRENGTHE NING \ I 13/53.1 Fin. Flr. Mall Level FADE OF EX. COLUMN T b EL. = 28' b" \ ND GONG. G UMN (8) #8 VE LAP 3' 0" BARS B 5F� 13/531. T5. WU ON( i " 2/53.1 a 2nd LEVEL el. 48' 0" 12/53.1 4/53. IN EPDXY GROUTED 1 3006 Shearwall R L J HOLES, EMBED 5 ". ALT. HOOKS 3002 : x / ( 100 , X 5 6 0RNE R 0 6 °. 3 b °oc VERT — 0I o E.F. 6 8 "oc NV 0 . E VERT. 0F. TYP BELOW PLAN Concrete Column EX. BEAM t 1 21 , EX. GONG. WALL _ PER PLAN r #4 x I i @ 24 "oc E.W. / (EMBED b ") L / EX. CONG. (L -/ )' 0X x 2-6 BORES iN ® FAR INTO DC COL:. S tom✓ 5') COL. STRENGTHENING PER 8/53.1 8/531 , 12" GONG. WALL 1 4 --0" v MALL #8 DOVLS TO II MATCH VERTS. II I , GORE DRILL I%"4 II HOLE 4 FILL W NON- SHRINK GROUT I DOWELS TO MATCH VERTS. IN EPDXY D_ EX. GONG. WALL PER PLAN _ , GROUTED HOLES, EMBED 14". LAP s PER 20/53.1 T'H ' w w > \ LINE OF EXISTING DOOR IN WALL _ s . GONG. SHEAR HALL / — STRENGTHENING PER PLAN / DOWELS TO MATCH —' 4 J ° HORIZ. REINF. IN EPDXY , VERTS. IN EPDXY GROUTED HOLES, EMBED 14 ". LAP PER 20/53.1 GROUTED PLAN SHORE FOR 14 WET CONCRETE NIGHT OF NEW WALL UNTIL CONCRETE ATTAINS 3000psi 4 5 DAYS MINIMUM FIELD VERIFY CONCRETE SLAB F 15 PLACED DIRECTLY ON PILE / GAP A5 SHOWN HOLES, EMBED b" FIBER- REINFORCED EPDXY COMPOSITE 3300 MATERIAL r� 1 1 C oncrete Shearwall 12 EX. ROUND 3302 DOWELS TO MATCH _ _II °. II COL. STRENGTHENING Column PER I5/53.1 COLUMN IN 13 1 Strengthening VR HOL) EX. DOOR -- -- (4) #8 VERT. - -`, USE #5x2' -6" DOWELS 2 2) I ABOVE 4 BELOW. EMBED 5" INTO PILEGAP BELOW 4 3" INTO SLAB ABOVE. LAP 2' O" FOUND. LEVEL RECEIVED CRY OF TUI:WILA JAMB (HEAD 6 SIM.) /' CONC. STRENGTHENING" AROUND EX. GONG. 9" MIN. INTO - -/ r COLUMN. PILE GAP \ _ _ . I MAR 0 5 2002 PERMIT C <' -ICI x EA. SIDE #4 TIES ® "oc (ALT. HOOKS) j L , ) (5)H5 VERT ,. ° ° NENI0i #4 TIES 6 6 "oc (ALT. HOOKS) 16 c / \ FIBER - REINFORCED \ - DRILLED, EPDXY PLAN FIBER ANCHORS EPDXY COMPOSITE MATERIAL PER MANUFACTURER 4001 /1' -1 0" 7 I Fiber - Reinforced Wail at Exit Door 4 g `a__* 10 �� #4 HOOKS 6 "oc IN EPDXY GROUTED HOLES, EMBED 5" (ALT. HOOKS) IRMI 5 �� 3008 3001 ° PLAN H4x� ® b "o� Column a -I-0 trengthening 18 Wall Elevation C® WILLIAM POLK r ASSOCIATES COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P. 206/343 -0460 SEATTLE, WA 98101 F 206/343-5691 CONSULTANT STRUCTURAL: 00,,HLIN FORTE., NF - C MECH/ELEC: CIVIL: LANDSCAPE: - REVISIONS NO DESCRIPTION DATE - PERMIT SUBMITTAL 3 - 05 - 02 CPL JOB NUMBER 5010930 - 06 PROJECT DIRECTOR JGS DRAWN BY MPT APPROVED SCALE ARCH I EGTURE/PLAI 1120 POST AVENUE, SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.622.803I PROJECT TITLE EMAIL WPA@WPOLICCOM EXPIRES 7/2S/03 PLOT DATE 02/22/02 DESIGNED BY RHG / GTP CHECKED BY 30N t ARCHE SOUTHCENTER COSMETICS ENTRY SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S3.1 JEC