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Permit D03-057 - BON MARCHE
BON. MARCHE' 500 SOUTHCENTER MALL D03 -057 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Tenant: Name: BON MARCHE Address: 500 SOUTHCENTER MALL, TUKWILA, WA Contact Person: Name: MIKE IRWIN Address: P.O. BOX 3764, SEATTLE, WA Contractor: Name: HOWARD S WRIGHT CONST CO Address: PO BOX 3764, SEATTLE WA Contractor License No: HOWARSW044OZ DESCRIPTION OF WORK: SEISMIC UPGRADE OF MALL LEVEL AND SECOND FLOOR. Value of Construction: $ $873,339.00 Type of Fire Protection: SPRINKLERS Type of Construction: Water Meter: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N doc: Devperm Public Works Activities: DEVELOPMENT PERMIT Parcel No.: 2623049086 Permit Number: D03 -057 Address: 500 SOUTHCENTER MALL TUKW Issue Date: 05/22/2003 Suite No: Permit Expires On: 11/18/2003 Owner: Name: FEDERATED DEPT STORES INC Address: ATTN: TAX DEPARTMENT - SHF, 7 W 7TH ST Phone: Phone: 206 390 -8714 Phone: 206 - 447 -7654 Expiration Date:09 /20/2003 Fees Collected: $13,281.66 Uniform Building Code Edition: 1997 Occupancy per UBC: 0023 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 Profit: ?? Non - Profit: ?? Water Main Extension: N Private: N Public: N ?? ** Continued Next Page ** D03 -057 Printed: 05 -22 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 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 o th perfo ma of work. I am authorized to sign and obtain this development permit. Signature: p �2 Date: '0 2 . 2 - -673 Print Name: /chap / l . This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm "AA D03 -057 Date: Printed: 05 -22 -2003 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: D03 -057 Address: 500 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 02/19/2003 Tenant: BON MARCHE Issue Date: 05/22/2003 1: * **BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: 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). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: 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. 7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 8: 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. 9: 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. 10: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12: 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). 13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14: 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. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: doe: Conditions D03-057 Printed: 05 -22 -2003 ��'��'u +v:it• 54;w4ysis. at�nd?a7Y' II 1. ltA ''s' �.:` ..' ...... .. ?�..:st V >, k. , ,414:1xlSklkLtV.. 17: Maintain fire extinguisher coverage throughout. 18: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 19: 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) z w ,J U 0O w W �LL w = • d ~ w z = 24: Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot z O candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant o load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) 0 • N O 1- 25: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating = w 0 H 0 LLO 26: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and t.. Z approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler U - systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk o 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) 20: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 22: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 23: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) and /or adding sprinkler heads. 27: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 28: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. 29: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 30: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 31: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 32: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 33: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -057 w Printed: 05 -22 -2003 u y �r, r!a o „•,L4tt Yi "i: 2S5' �• .: to ytt�a tlf;t#FC1Ft'` s a u• '' - At; 64.tiosais • ems+•- ....�+. _• - -� — ., City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 34: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 35: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 512. 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 Signature: f' • (�'�t� Print Name: /VC 40 ( L ± / D03 -057 Date: - 43 Printed: 05 -22 -2003 d.+ f5 G .1:.art.uv..::a:u;fig...21:4t CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** �� / King Co Assessor's Tax No.: 6 7086 J Site Address: O ‘SOtitG vt . cer t 1l A.i/ t,/i l Suite Number: Floor: f&tf ca Tenant Name: BOVt McArC Ae I apt Tenant: 0 .... Yes © ..No Property Owners Name: 8OVt Marc 4v5 C D F(>c7Ftruj / apt 31brp S Mailing Address: Name: /4/11P p rl,✓r !� Day Telephone: ,206 — 3T0 -6" 7/ PO Mailing Address: gox 376 / ale{ (r1P 11.G{ 78/02 / — 02.2 6 t t City State Zip E -Mail Address: /r1 r? yy) �� H51,1i CC , cowl Fax Number: o?e6 ' 4/ 6/ 7 - 77,27 Company Name: Mailing Address: Contact Person: /4, (\(' --I- iect// ✓j E -Mail Address: I-1 0 L/ t : - J 5 i A f I Q t 1�. o /= C c7 . PO 5 3 71; `l `/ Sr -with Ltic( y8 /.2 (-( -2a Y City State Zip Day Telephone: c 0e:- 390- 8 7/ y Fax Number: . / 7 -7702 7 ir Lei/ I wt n 1-13 1.,./ CC. Cow City State Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** :ARCHITECT OF : RECORD =' All plans must be wet stamped .by; Architect.of Record Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER OF RECORD -. All plans must be wet stamped by Engineer of Record Contact Person: E -Mail Address: ‘applications\pennit application (I.2003) In003 Page 1 City Day Telephone: Fax Number: State Company Name: Mailing Address: City State Zip Zip Day Telephone: Fax Number: a IJII DING PERMIT .ON: 206- 43 -3670 Valuation of Project (contractor's bid price): $ 8 73 33c1 • Existing Building Valuation: $ Scope of Work (please provide detailed information): .-56, (.) c D7 )140// fG1P )140// N o 5 Pcotic oce ���' t4 Qati M aG A C -4 . rr' Se. ✓' Will there be new rack storage? 0... Yes ❑ .. No If "yes ", sec Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes 0 .. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm ❑...None O.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0.. City of Tukwila Water District 0.. Water District #125 0... Highline Water District ❑...City of Renton Water District Sewer 0 .. City of Tukwila Sewer District 0 .. Val Vue Sewer District ❑...City of Renton Sewer District ❑ ... City of Seattle Sewer District 0 .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) 4pplicationstpermit application (1.2003) 1/2003 Page 2 Y} aJ.ih: i wSl�v1�. { '�� ;CJ ;'a•EM1kpM''. "i t.•;,.�C'i s�v1.�..Y i 40 0 Existing Interior. . Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC l'r Floor 2 " Floor 3t0 Floor Floors thru Basement Accessory . Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck a IJII DING PERMIT .ON: 206- 43 -3670 Valuation of Project (contractor's bid price): $ 8 73 33c1 • Existing Building Valuation: $ Scope of Work (please provide detailed information): .-56, (.) c D7 )140// fG1P )140// N o 5 Pcotic oce ���' t4 Qati M aG A C -4 . rr' Se. ✓' Will there be new rack storage? 0... Yes ❑ .. No If "yes ", sec Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes 0 .. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm ❑...None O.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0.. City of Tukwila Water District 0.. Water District #125 0... Highline Water District ❑...City of Renton Water District Sewer 0 .. City of Tukwila Sewer District 0 .. Val Vue Sewer District ❑...City of Renton Sewer District ❑ ... City of Seattle Sewer District 0 .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) 4pplicationstpermit application (1.2003) 1/2003 Page 2 Y} aJ.ih: i wSl�v1�. { '�� ;CJ ;'a•EM1kpM''. "i t.•;,.�C'i s�v1.�..Y i 40 0 UBLIC .WORKS.PERMIT • • Scope of Work (please provide detailed information): Street Use: ❑ .. Street Use Land Altering and /or Hauling: ❑ .. Land Altering: ❑...Cut Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑...Channelization /Striping Storm Drainage: ❑.. Storm Drainage ❑...Flood Control Zone lapplications\permit application (1 -2003) In003 Water ... ❑ tMATION 206=433=0179. Call before you Dig: 1- 800 - 424 -5555 cubic yards ❑...Fill ❑...Curb cut/Access /Sidewalk cubic yards ❑ .. Hauling Sewer Information: ❑ .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District 0... City of Renton Sewer District ❑ .. City of Seattle Sewer District 0.. Sanitary Side Sewer ❑.. Sewer Main Extension ❑ ..Private ❑ .. Public Water Information: ❑ .. City of Tukwila Water District ❑ .. Water District #125 0... Highline Water District ❑... City of Renton Water District 0.. Water Main Extension ❑.. Private ❑...Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct 0... Water Only ❑ .. Water Meter Permanent #: Size(s): ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ❑ ., Miscellaneous: Monthly Service Billing to: Name: Day Telephone: Mailing Address: City Sewer ... p Sewage Treatment ❑ Page 3 State Fire Line .... ❑ Zip Water Meter Refund /Billing: Name: Mailing Address: City State Zip Day Telephone: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 1 0,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHAMCAL PERMIT;.INFORMATMN 206=431` =36 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: Z E -Mail Address: Fax Number: W Contractor Registration Number: Expiration Date: Q m * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** J U 00 co CD Ili J F- Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement ....ID Commercial: New ....0 Replacement .... 0 Fuel Type: Electric Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER ' �HO 1ZE F.Ah Signature: (S/. - Z - . Print Name: / l , ci cte / a6 �7'Gr/ / Day Telephone: 3 D6 " ' .6D 2 ^ .6D / el Mailing Address: -5 E� /aho 4 urti 5 c 5 ?' / °O S 7// bi t City State \applications \permit application (1.2003) 1/2003 Page 4 Date: c – /g ' 0.3 Zip Date Application Accepted: Date Application Expires: fi r — /i Staff Iniiti als: i ,.;nlwwa;(„„yr �!wn.l.'i.: `�. rk.,b t.rit'.a'�:.�. 'i „N�.,,. x.. �.. y. 5 , �,r:Ri�r.�;S..R,,,dl�"'.�F *- t� ,�.7?•�.y: ��}� p�ti�,'±+ W QQ LL Q 2 � Z = F- C W I- U 0 0- O t- W W H - LL •• W O~ Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of 1 ukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2623049086 500 SOUTHCENTER MALL TUKW BON MARCHE' R03 -00198 SKS 1165 Payee: HOWARD S. WRIGHT CONSTRUCTION CO. TRANSACTION LIST: Type Method Description Payment Check 243977 PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 Permit N umber: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 3,256.66 Current Pmts 3,256.66 Total: 3,256.66 D03 -057 PENDING 02/19/2003 3,256.66 02/19/2003 10:52 AM $5,014.75 02/19 1.1116 TOTAL x Printed: 02 -19 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2623049086 500 SOUTHCENTER MALL TUKW BON MARCHE R03 -00630 BLH ADMIN Payee: HOWARD S. WRIGHT CONSTRUCTION CO TRANSACTION LIST: Type Method Description Payment Check 251138 BUILDING - NONRES RECEIPT Account Code 000/322.100 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 5,014.75 Current Pmts 5,014.75 Total: 5,014.75 D03 -057 APPROVED 02/19/2003 5,014.75 05/22/2003 12:38 PM $5,010.25 8939 05/23 9716 TOTAL 501.4.75 Printed: 05 -22 -2003 z _ ;1- W cC J U 00 U) �. W= J I. W u - a I � z � � Z I. W • w U � O D at- WW • U - O W z O Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: HOWARD S. WRIGHT CONSTRUCTION CO ACCOUNT ITEM LIST: Description doc: Receipt BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Parcel No.: 2623049086 Permit Number: D03 -057 Address: 500 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/19/2003 Applicant: BON MARCHE Issue Date: Receipt No.: R03 -00631 Payment Amount: 5,010.25 Initials: BLH Payment Date: 05/22/2003 12:38 PM User ID: ADMIN Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 251797 5,010.25 Account Code Current Pmts 5,005.75 4.50 Total: 5,010.25 8933 05/23 9716 TOTAL 5010.25 Printed: 05 -22 -2003 Protect: or il K'' q Type of Inspectiorw t' Date Called: Addoss: 1 - - 00 S- C . 44a1( Special Instructions: ----", • Date Wanted: 1 067 0 41 a.m. Requester: Phone No: 141 INSPECTION RECORD etain a copy with permit INSPECTIO PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 151 ‘........ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: \QA ,-7- 1 r) Dat ctor: A,1,vi-,0 I 0-4-Ai e-tt__ 47.00 REINSPECTION FEE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. !Receipt No.: Date: Pr ect: ,�^ t?�1 j 1 ' '�YL Type of Inspection: F I N A' t_,. Address: C ./ ( 501b . C .M�ri► Date Called: Li / -3 '_z... _ - Special Instructions: Date Wanted: 3.-Z -0t'/ a.m. p.m. Requester: , Yin Phone No: INSPECTION RECORD Retain a copy with permit 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION �� ; II 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)- 31 -3670 COMMENTS: t. J alagtc,AZ Q . , A vim - i .o - — ctor: 3- 057 PER rr iZI . Approved per applicable codes. Corrections required prior to approval. Date: - 47.00 REINSPECT ON FEE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Fire Department Project Name IL: (1, 4, Address () 5 c Au I I Su i te # . Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM ' ?.;fit r`.T`i1 Tr"�,��`.i7.c i .r' r � oi � . , City of Tukwila TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Rev. 2/19/98 Permit No . 0 ?> .. (.�.� /0 -3.03 Date T.F.D. Form F.P. 85 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Pro'ec��,t: T�y ppe of Inspection' , `./.. 1 A ess: Sc . Imo, . mot et Date Cal Ind: 0 7z6 Special . instructions: �(.�� /U, Date Wanted: s / 0.. 1I a.m. P.m� Requester: Phone - 57/ 28 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 M Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r C` icor Pe4 civet. tn r Yr1L)as\ veht Inspector: Date: 8 - X3 - 0 -2. ) $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: Proj- t: J/ II L J CA - Type of Inspection: r -.. ,... L r Ad. ress: Date a led: /? -o R Date Wanted: a.m: Special Instructions: �J f ` /Is e ,4s ,POss�8 C� '�07 --a3 P.m. Requester AI !h'c a 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. , / %4 c • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 . pproved per applicable codes. El Corrections required prior to approval. COMMENTS: J 2AfL2 74 $.S s k- - JQ Inspector: Date: !: 17.00 REINSPECTION FEE RE • IRED. Prior to inspection, fee must be paid at 6300 Sout center Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ?r Date: 1)03-03 , p ,441.04_ Projec . /t/ /frbk‘//e Type of Inspection' W441.- 41(a/.4 04 Address: 5G,11 4/I-- Date C Iled: - moo — SpecialInstructions: -- ��L�� y L � �./`rK y )45 .S / ' Date ante( ..c.a. .m; P.m. Requester: ,�/c // 1 C� P n ' c )390 — Jo 7'Y INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) Approved per applicable codes. El Corrections required prior to approval. COMMENTS: nspector: Recei • No.: 2 -/Ull� I /e3t11/ 11r .J uv4- ( ( .(-11/4 • Gv ! 31 -3670 Date: Date: 4 .0 REINSPECTION F E REQUIRE o Prior to inspection, fee must be p• Id :t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :... , E' `.r n c r �r1 ". .c.L F ew: r»ct tT:.wl!.•∎• ` . 4 a1444015.4 .4;f P 'ect: (1/ 1 11 MA ro Type ojaspection: — 1—rewirri / N.) P1 -00-0 CS Fsbr A- VI -c0 1_. i'61 Jj A 7 5 6 c4 A a-f 4 e ate Called: ep — I 1 4 -0 5 Special Instructions: Date Wanted: _jr r 0 t.) c \---- 14--- 1 i 8,) c -e e- r \tiatAr(0 L; -- a.m. p.m. Requester: — Phone No COMMENTS: 0 / 3- Ni CO C ---- I OW 1 - Ltw-e P1 -00-0 CS Fsbr A- VI -c0 1_. i'61 )41---v" )1,, ,\, 0 - A T pi-avec° 1.)A-e..2 01,...A.M.vi # L C O N.) 6AqS -I- s )1 to -Lf uv IC _jr r 0 t.) c \---- 14--- 1 i 8,) c -e e- r \tiatAr(0 L; -- — "..-----fx spe t r: Date' • 0 --- u — I S -- 0 3 INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 pproved per applicable codes. Corrections required prior to approval. Receipt No.: INSPECTION RECORD Retain a copy with permit .00 REINSPECTION F E REQUIRED.fr to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: i'dakteglikiketiagniggivenetosttiellia, , "w 1•;K: •J. I I . , Project: - r. //1/4-4-e.4 - Type of I pect•on ,, e: Address: .1 O v ,EC Date Called: g - - /,-)3 Special Instructions: .grew - /d Y 7 , Date Wanted: e" , 6.m. : Requester: ,, j Phone No: --'o6 3 -�,/y INSPECTION RECORD Retain a copy with permit INSPECTION 1=J0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: '�1V01 — t ( SL. ' r' 0 l A/t CA_.,Z A S R c l r +C � +_ l lam, U.c 0-k- ( .-- N irkt ) .A_A_.,. 1 it a I ..t > . 00 REINSPECTION FE REQUIRED p at 6300 Southcenter Blvd., Suite Rec:ii•t No.: Date: Prior to inspection, fee must be 00. Call to schedule reinspection. Date: COMMENTS: r / CID ' • a Ari, = L ? -r- �n r _ 4e / Al n r oft.Fa P/2' /Z r"v 5 p 2...v e i if b`` •i-• Pos / cr1/ / f 1 by 6 , � /� -1 7 r.1(l ✓lam ..-r r .r- f a nl�'1' / C &J / 4 0 a.m. Requester: ' M 6 ` s Project: -� G`1 Yi/ I 't ( I "IL. Type of Inspection: - - (mi'YI vo vtii QA,c. rri -- Address: �� .Soc/ l� T Cdr N D ate Called: �/ /4 /ate Special Instructions: Date Wanted: __ a.m. Requester: ' M 6 Phone No ................ INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Ins •r: Date (I) " / ��v3 El 7.00 REINSPECTI FEE REM) ED. Prior to inspection, fee must be p aid at 6300 Southc nter blvd., SGite 100. Call to schedule reinspection. Receipt No.: Date: Proje?t3 1.,.0 /1 Typeof Losnection: Add , (hail Date Called: Special Instructions: PaSS 1 21-C Date Wanted: v2 i / i __ . . Reques : . I e I 1 IAJ'itil Phone ( ) 10 — 2 1 /l "•• j."7777777' ••.; • „ • • e.• •?7••• • 1 4 1" - :":15 11 .7 7 .° . 7. 41 ' Approved per applicable codes. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 1)03 PER T ( 0 31-3670 7.00 REINSPECTIOFSI FEE REQUIRED Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Corrections required prior to approval. COMMENTS: ( — cc) 1it MT at -C:■) -*4-4241.-A0 t wIst^-c. — -1•Act-c._/ I / Date: ) (i‘i /0 • '1 •••• '." • • r,4;;;;?.• COMMENTS: I a 2r‘c( F too r Fi v e S 441e- ter vc c to &s 4 on IA, hot er tr CW0 k -y 3:C 4 21 Special Instructions: Date Wanted: L4) fw ova --Proorn-Q 1 i ovc mrAiy‘fili . A_ [co 11,4).6,4 -evv tr, p e ir 5 SA \An f ova Or YvPu) Pine tIvk e r C (4.941. Projectr—yx) I Type of Inspection: \--- TOII/V11 INC! Address: .COD 50. Cetlxvepr ONAl\ Date Called: ,-;\ _ ,.... I Special Instructions: Date Wanted: Requester: \ . Va A \Lt. Phone No: 29 INSPECTION RECORD Retain a copy with permit • • . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 7 N 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 • • .11 1)03 (206)431-3670 Approved per applicable codes. 173 Corrections required prior to approval. Inspector Date: e 0 0$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: PLoject: iki.42. Et” ? Type of Inspec ion: a tc ru Address: 5 .e7 50 / Wf i e Da e Called: / 269 / oz Special Instructions: / . Date Wanted: / 40) L. ga /os a.m. \la:1-w Requester: in oe_e Phone No ' - sO COMMENTS: pecgt Re 'pt No.: 4 Date: .00 REINSPECTION FEkREQUIRED. Prior 1 0 inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. C I to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ap proved per applicable codes. Corrections required prior to approval. "" • )23 - DC? (206)431-3670 Project: Type o_josr.ction: • Address: P 0 s .C. Ma it D ate Called: Special Instructions: .. r a ita'i Date Wanted: L er Requester: Phone ; ' 0 -71 '- i COMMENTS: 0 .- 1/410— - ?c 4- 4174,4 3— 1 4 0.-#0.LCA -- ,1 L er I 0 fee‘ 5it \Q.-1,..... 7t ew P- ' - 4 0 A r,LA . LL:4( 0 0 .__.,L.0 ct..---: ' ,, , l ' ,d14._ 0 -- - E - 1 .---Q__4. _.cii) L.I/Ne.-,,,— ' .7 -t a INSPECTION NO. LI Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: (206)431-3670 ''Corrections required prior to approval. ector: Date: 4) $47.00 REINSPECTIO FEE REQUIRED. Prio to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. le 14 ' ,L.'? k .■ t Project: ,, j i / • , .--":44:c-/Le--` Type of Inspection: ae 7 Cieeey"."' Address: --S , ' Date Called: 7 05 Special Instructions: • ,./-1.1:7f /-Z-.- / . (e".`*160 Date Wanted: 7 05 (a.m 1 Requester: / 7/16/e.--(, ..Z.-... Phone N ( ) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • t sE g .,., Approved per applicable codes. COMMENTS: e\-62-ce-A0 Q-Yv\ ;\.4. TO CO-ditt-PC-) Date* / — 5 47.00 REINSPECTI e N FEE REQUIRE aid at 6300 Southcenter Blvd., Suite 1 Receipt No.: • INSPECTION RECORD Retain a copy with permit 273 -0.5 7 (206)431-3670 El Corrections required prior to approval. Prior to inspection, fee must be 0. Call to schedule reinspection. Date: Projr codes. Type of Inspection: Address: S . u Da�dlied. j 1 / b 3 Special Instructions: „ � �.,7 : b6 Date Wanted: a.m. 7 /2/03 Requester: (ki K 1.(1-047-) tin-, 6 Tor No:' c.2) lo — $71 Li Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 75 (/ 5 '.-.' 71-c..-4, l s i / � r,. // 4 s (/- l tin-, 6 7,41-4/7.7) • `;,-,J 4A 1..,i' )(5 i ..... .1 iq INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: INSPECTION RECORD Retain a copy with permit Date' D:l'oS7 (206)431 -3670 All 44 0 $47.00 $47.00 REINSPECIO 1FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z ce 2 J U U O N D CO ILI JI-- w cn tL = W f- _ Z F - W W U � N c H w ,- tL O al T O Z. Proje5t: Type of Inspeciion: V ,,._ C( i/LieLf AdOLess: Date Calle : a. ( Special Instructions: Date Wante di .; I P.m. Requester:, • 04 1kt ri,()IT\ Phone No: \ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 1K Approved per applicable codes. D - S7 Ei Corrections required prior to approval. COMMENTS: D Or cop A„ Inspector9 Date: p $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: - • r ‘,;s:!, ' N. • • • LA,4‘. +re • • ■ .7;t: • • , ' - Projeot Type of Inspection: Addr ss: OD S,C, . ( Date Called: V.3 Special Instructions: C (D49 -11 I 0 ez4 't3 10D ft kA e Date Wanted: ..... l i o , Requester • l ( i x)1 r) Ph.ne o:\ )(el q4 7/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 bo3-os7 (206)431-3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: he/ I loOr r'eck 2 Inspector: - Art"..,1111 Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projec . ti -�' / { Type Inspection: i�� IV(_ Add�'ess.•� '"_��l'J s �t_ , �� Date Called: / , 'f b3, Le / Special Instructions: 5 L tom' -r 0 0.4,k, A Date Wanted: j ? Lg /27(�J a.m; P.m. Requester .-- am/ Pho e N' INSPECT' • NO. roved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: /K7 i:NS re) /1/ tor: 1 nrA, Joxo . ION FEE REQUIRE . Date: / z 7 / - PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Corrections required prior to approval. 7.00 REINSPECT Prior to inspection, fee must be paid at 6300 South ce er Bivd. Suite 00. Call to schedule reinspection. Receipt No.: Date: Project: ( Aft C( v clio Type olnspection: hr 6 r . I . Address: 0 5 c )..„( 0 1/ Date Calleil: i If il. D3 Special Instructions: git5 Date Wanted: .. p. Requester: KC_ e 4G1 0 //-I 2-- PhoneJ■lo: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. COMMENTS: aeih4 o1 Inspe or: _Aid 6300 Sout 7.00 REINSPE Receipt No.: INSPECTION RECORD Retain a copy with permit Date: 1)33 oW PE (206)431-3670 EJ Corrections required prior to approval. A/( Afth/ 6 9t Date: r906 -3c O-82/ ION FEE REQ($RED. Prior to inspection, fee must be center Blvd., Suite 100. Call to schedule reinspection. Project: , P 01 /»4 ` Type of Ins ection: C AL cc c. Liq , Address: 3 ,1 - .)O Sr A(. 0 I Date Ile : Special Instructions: '4/ 1 Pc S5( . 7- /0 Date Want d.i, J p.m. Requester. A r 1 e___ Phone ryo: -570 _ z 7/4 INSPECTION NO. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 GO° me i S r G r Pry ZC3nw\ T - Cs re&Si 49 1 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 42 $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: Project: Type of Insp ec g ressb � s �� . Arta /( Date Called: LP 7 I 9 lig Special Instructions: iS ,(� e 1 t ) Date Wanted: / +�, (/ OP p.m. Requester: 171 :I.( 61 i 64 ros61(1 -, Ph ne No. „ ' . INSP N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 3 — c2 N'1 ocl o✓�-1 P crt' h g, �f S . / Q . ✓► / ∎ m i o / (L./ spe to INSPECTION RECORD Retain a copy with permit 4700 REINSPECTION F E REQUIRED. rior to inspection, fee must be a d at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 El Corrections required prior to approval. Date: L 2.o 5 Project: /10i) G) �l f'Ghc -. Type f Ins ection: � �c� air9" Address: • 'Tar.). 5r.- /W / Date Called: ((//46712? � Date W to 4j.ti i /�j� / S5ecial Instructions: 0 `, (.mot, / 7 �'.C�G�1Y /GCP quest r: Phone No: G�' - - S7 /1 / INSPECTION RECORD - Retain a copy with permit INSPECTION NO. PERMIT N• CITY OF TUKWILA BUILDING DIVISION .,% 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: / s4 -(Y Dat, //?/Ds $47.00 REINSOCTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: / 17 i -- ii P2.-7./ r'7_9(61" rtniet) 1 ' '" I on r L,1.1,14oritc Wair-ici P00 rY1 0 if et"( I (lyr Lz(r, P.m. Requeste . / & Oct Ils, chAc ceil; K 4. Project: /5 /Plif ee.. Type of Inspection: / 17 i -- ii P2.-7./ r'7_9(61" rtniet) - Addr ss: Date Calledz . 1 3/0 Special Instructions: i Date Want: i ( 1 ) /i P.m. Requeste . / & Ph No: ,,ric6 - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Inspector5" INSPECTION RECORD Retain a copy with permit ,0 05 7 (206)431-3670 Approved per applicable codes. Ej Corrections required prior to approval. Date: t 0 $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: _ 150 17 Projeal: lAilAc/14,(_ Type.of Ins ection: , n...4 . tiol Oho er/f d A Addr 0 s•,C. Mali Date Called: C d Le itt 16 Special Instructions: OW P 12 It Date Wanted: , , , A _ ...,..,' ..— Q11 0.5 p.m. Requester: , m ( ve - Phona Nin:- - as .310 47/q/ 1 0 INSPECTION RECORD Retain a copy with permit A £o 3 7 PE M R v / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. 0 Corrections required priorto approval. COMMENTS: I tAct 0MocTt7;:vi (1316— JU■14 F(' Date:, / 0 / 74.7 5 1144 c.A $47.00 REINSPECT ON FEE REQUI ED. Prior to inspection, fee must be c-Li paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No.: Date: P e m `a�C Q., Ty �s -4.�-� ( 1 1) NCI dui A :1 t rr ss: Ma I\ 3( ,, Date.Ca I 1 Special nstructions: ,q.� ,� p `)COSS I b �-• o` AA Dat ted ( t ! S �.r�r 1 i Requestar A (KC-- Phone No: ,9co- 3� -n- 8 7 /4" INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 4 pproved per applicable codes. D Corrections required prior to approval. COMMENTS: tit.oco � 6 p Date: (9 /0 $ 7.00 REINSPECTION EE REQUIRED. Ijfior to inspection, fee must be • aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ( s e ,Po i Typgof In pection: , , /"�i r � „. .. Addr s j 0 S • C � Date Called: �� S a nstructions: � ` p 4 £a1 \I -f-- e °1'- - "7" .- "t ` ,., .:, Date Wanted: `-� Le / 5/(03 Cr. Requester: 24 '; Ph e No: Voce 3 lO_ 87f tf INSPECTION NO. O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Appro ed per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ocC INSPECTION RECORD Retain a copy with permit D03057 PER s ector: Date ) 1 car �z f $47:00 REINSPE ION FEE REQyIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prof A Type oI Insp ction:� Called: Ad ss: 50D . i° !/l Date CAP (S103 _Y.( Special Instructions: Date Wanted. / � / Request c r .— Phone te 3.1 d 176 l INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I4pproved per applicable codes. INSPECTION RECORD Retain a copy with permit D0.3 PERMI "- Corrections required prior to approval. COMMENTS: L 4 �+ Insp. ■ r: Date, ) 3 OF / 7 47.00 REINSPECTIO4 FEE REQUIRE . Prior to inspection, fee must be if Fr paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: eceipt No.: Pro ect. 1 k em Type . Ins • ction:_..L/v L: T/4 Addr OD S C ' /( Date ailed: (.P /a /0. Special Instructions: q o w i t- .. � 1 - 0 POS i Date Wanted: / ��� P.m. Requester (!` Jir LUG, Ph De N 0 ,31D El Approved per applicable codes. 7.00 REINSPECTI DN FEE R E paid at 6300 Southcenter Blvd., INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: 64 4 /( 1L52/L 4T n' ' C 9 /V/ cic( Sfie ,5 4„)/5,,, Date A 3 IRED. Prior to inspection, fee must be Suite 100. Call to schedule reinspection. Receipt No.: Date: { A 3 COMMENTS: Type of I pection: g/Min 6 Address: 5DD S -C - c a k 1 : - - - 1 \ - . - Co L - 1 v\4vAct4' -• a v` A V 0 v- nr r r ,,, P r f '1 vi IN 1dOr Requester: T 101 vv-I ► nr l :0 .) Co 1 so 0 4 - 0 V. In ) i A.) 601 s ri W1 n c,. rn, 4, r A s 1 V` \ v..C v-0 r),,,,-.. p Prollet - h p 6)/7 Type of I pection: g/Min 6 Address: 5DD S -C - 0:11 Date Cal ed L / fn s Special Instructions: g oz,evi ,r Pb—b / 12R— Date Wanted: /03 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspectors — n (� { t Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 57 COMMENTS: FrG ill in ; 1.) a L r).- � ,r. CA Fos -\.0 Ca C P_ ►1(r\ 4 co til ; Kt, \ -P 4 S 44 tr.>? A� - I-. ∎ tojkIP r 3) GL 3c Gv<(1 F -v G C PS r1 �' 1 5 - .r -,r ��54 `� (+D VO►I�1P y ; Datee Wanted a.m. l% t1` -6,5 P.m. WCAVVar A AL4s, c - ) 3 t, Pro t: al J t4 'C4e Type of Inspection: N4/4- tic/ -5/ Address: Date Called: Special Instructions: �J �D� of -2 "76/ ' Datee Wanted a.m. l% t1` -6,5 P.m. Re x-/E- Phq j■Ine o: W )-?, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 NI - Approved per applicable codes. Inspectors Corrections required prior to approval. Date: / � 1 $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: Project ll Type of Inspection: i1 2 Ct. (( ( "yIlJ Ad s: Date Called: Special Instructions: # ` I `� _ �� ` Date Wanted: � 6m .: D Its p. m Request t : t' ,..._ -+.I (Am fl Ph N • © "°571 INSPECTION NO. PERM! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 tfl - Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit • E1 Corrections required prior to approval. COMMENTS: WIRA s� 1 Nr Date:— / �� I :tor: $47.00 REINSPECTION E REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. Rgceipt No.: Date: COMMENTS: / 0 S Ctle./V 2 /:SSc(e /i' 5- .20 - 6 3 p -1 U rmf: 2± 0 6 3 - o.5'7 A-r✓ 170 -2- U 45 re- rvtiVe / /..- /R,%vcs ' 6 D 3 — cam 7 47✓c /.5 1/45 ,,,/ f ��-- / Al rt /'-f� t- A C7 U ,Z— z._ P /a e - Akja j le., 4 0C.t'' / F U/d) - A n!�✓ -r° 1//vd, , 62 - 25 If d J i/e°6 0 a? / v /&.4k -' ..3"1, 4n / / /. s 4,til.294v /e/o,� - 1( Li /1 r'�..3A it) . EGA/ s . 1,o.ix tcho } ,s aU'Ys.si/oke f;dr" -1 a pP/'.7-7; 7 c A )SSUE.. ,D „ ci0170 M R7 �ff/. . �cIC(.. //)?1/ 4/- ;"4 r i;. (e/h/ edx , le.:fr 4 /6 -/o s 7f / e'er'- - r d sl/S)i/ 1/2rt/, al-pr ,Ga ry cJ, // g /sj di- A.:2 Pro e Q 0 ] U /� ] Type of In ection: { a-t. [ Address: . S.,C , (frIA l ( Date Called: 1 o? Special Instructions: 4 - / • �. .'[,'n S p. &, a .Pnc<1.44 9 Date Wanted: 5/. 03 p .m. Requester: / �-- e (ota Ph ire N `/c Woo .?9n- ! , 714- 9A INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit $47.00 REINSPECTI O N FEE RE RED. Prior paid at 6300 Sout nter Blvd., ulte 100. Ca Receipt No.: D03 --qs7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Ins tor: C;L.. ) rl•,o to inspection, fee must be Ito schedule reinspection. Da _. / 9 A Date: MAY -21 -2003 04:52 WILLIAM POLK ASSOCIATES 0 Dieu None; 01 '" rn m Ceiling Section M. POLK ASSOCIATES m --I Pa qg DIM a §t RVtS1ON V 74eBONMAR(I1( Nay 21, 2003 snot No. SK -2 ir h v' Pfoj *o1 No, 03002 v 2066228031 P.03 p Rn iv 8 rn _ m et OF NOON 0 APPROVED \ i 4 Ye MAN 2 8 2003 AS WitE SOUTHCENTER 500 SOUTHCENTER MALL TUKWILA, WASHINGTON Drawn By, KCO I Sate: NTS D0 3 -05'1 RECEIVVD CITY OF TUKWILA MAY 2 2003 PERMIT CENTER LE COPY I under• subject plans d adopte• tractor'- By and tll, e 'Ian Check approvals o error. - d o issions and es not thcrize vi on code i rdinance. Receipt of copy • approved plans acknow AV/, 0 .�: bQny co - D - • : ', - - Oat: Pe ► it No. I 4 _. 4r e 1 - _ I_ MAY -21 -2003 04:52 WILLIAM POLK ASSOCIATES 0 Dieu None; 01 '" rn m Ceiling Section M. POLK ASSOCIATES m --I Pa qg DIM a §t RVtS1ON V 74eBONMAR(I1( Nay 21, 2003 snot No. SK -2 ir h v' Pfoj *o1 No, 03002 v 2066228031 P.03 p Rn iv 8 rn _ m et OF NOON 0 APPROVED \ i 4 Ye MAN 2 8 2003 AS WitE SOUTHCENTER 500 SOUTHCENTER MALL TUKWILA, WASHINGTON Drawn By, KCO I Sate: NTS D0 3 -05'1 RECEIVVD CITY OF TUKWILA MAY 2 2003 PERMIT CENTER , MAY -21 -2003 04:52 WILLIAM PCLK ASSOCIATES 7heBON)A(fl( SOUTHCENTER 500 SOUTHCENTER MALL TUKWILA, WASHINGTON Wail No* Ceiling Section Shoot No. SK -3 j Projrrct No, 0 002 Orson By KCC ] Seale NTS Oats Illy 21. 2003 N WM. POLK ASSOCIATES 2066228031 P.04 vi rn v RECEIVED CITY OF TUKWILA MAY 2 31003 PERMIT CENTER TOTAL P.04 .i.::tdtz4k.kt u4 CgtiT,.vStd itr4v'£4tid :Z.1i +:P+:A'14.!_a.! Z • W 6 O 0 J W 2 g Q 1_ W Z = F- O Z H UJ • 0 O N � H W w ! O Z U U) H = z, MAY -21 -2003 04:51 WM. POLK ASSOCIATES 7keBONMA(U( SOUTHCENTER 500 SOUTHCENTER MALL TUKWILA, WASHINGTON 64e1 "°. SK -1 Projeel No. 03002 , Dim By, KCG - o 1> z OD Xmu r D 2066228031 n P. 02 06 CITY OFI TUKWILA MAY ± Z003 PERMIT CENTER 4. 98/15/03 FRI 12:57 FAX AUG -I5 -03 11:02AM FROM- COUGHLIN PORTER LUNDEEN SQ1 EastlakeAvenuv E. Saks 100 (98104.96s1) PQ Boa 37e4, Segttla, WA 98124.2284 USA www.lewardawright.cvm TEL (2Q )447.7654 FAX (Z05)447 -7727 To: Company. Frain: Company: Subject: Message; ouo.r itelt -7 0 .- §114LEACIIMMSHEET Date Pages (inrlucling eo?er): 206 -343 -5681 MISION NO, v T -T54 P.0Z /04 F -437 7FDCC art £dP4 lE7q / L 5/ AS / ch PilbiltS0) ALT: 0E74 /1.- C OF TUKWILA AUG 1 8 2003 PERMIT CENTER 08/15/03 FRI 11 :01 [TX /RX NO 8866) IJj002 0002 08/15/03 FRI 12:57 FAX or AUG -15 -03 11:0TA4 FROM- COUGHLIN PORTER LUNDEEN IIrT.A I1(413 160 Of •rrAne* •1 e uC 4 Girw•I IDW1O _A Vol/REC. PTD S �7•' ti 111111 :1 110 i,rt e 1 w.wED '4Cll l I t 7 rY � ( n . r•n /0. rPR.• az-T L 1•4 P. b.:07. — I. \ . 1 ' 1 :1 u IICr:I S CTION gyEBROW 11 vi< i •r v tier bC11.t. Is :r u1.4if ». Ir11I II31 r •w93 16.1.3 1rh S CTIO !C N / 7 1M - :•p try: r •.ir .. •••Iai :N.J. 4 •.11 II A I 4 WAJL NEAR uduS% AREA W/O STD ,r... •• , 0. 1 i - - - ii 1 I 1• I.• 1I1 sluO to ---- b u.. :1;! . .WEI. T I� yam. 1 -1 uTI OO►■S • I 1 lY Y ( I f / n PM AT, ..VII ..4.31 .ls-f .nG, r r,.. we •- r..••,Ip AOC R 206- 343 -5591 T -754 P.03/04 F -437 • •„: 0.1 phlnCp III 7...• ClIfftt . ' �•• Sec Arlen O•vC.. •- 1 -, ----] A J ` . — 'Y� l — fir ;i • i ,' . 4 ':.. '44:14= ) !Al %a CA c,.r • iE 1. vtli .+ a CT S■v TV 90:A l I r — 3 aa' NI RA CurITINVOUS PETAL aJG TOP AtT+btrt IN•s I..,r _.. I • : 0 r; VERTICAL SECTION • II , ' , r•In• —, DRACCg 8 J.0' OC FM C.0e Ya)'1 1,7 LC11C .0 CA PlIA 3 IA SCTICNS TO IA C.;4C1 ,FrtIAE FUI0 ERI. :CC CIItH I F IJ SI'jr.w :C:uRC TuP TP..f , WITH ! 117 SI;Ttw(; SU ACl1 COG'S 1 :•I Cyr p0. ChkIC mlenP •:C•wa TIrk I t.n0 MiPI OC.7.. 4riendY1 •: 4CCO � urin�I I�I 08/15/03 FR1 11 :01 [TX /RX NO 8860) II003 Z003 LOW ' 0443 3. �2" a:: t�(: ;% �: isu: ha.; S:..' • r: a : ?a:- �a•:;,:C.: :�Jv7doLY.eyt :A • '4.4" 1: M .'`tA+LAk��:�21LWYw.�.u..v.n..0 �Wf+t ' srJ :Y:4IXFPP.SC'i'AC`�� " _08/ _FRI 12:57 FAX AUG -16 -03 11:02AM FROM- COUGHLIN PORTER LUNDEEN ) Y U U1 ti a 206- 343 -5601 v • T -754 P.04/04 F -437 I 1�I 004 g8/1.4/03 TRU 1.0:44 [TX /RX NO 07831 awn 08/15/03 FRI 11:01 [TX /RX NO 8868] Q004 y F C J C U . 00 = 1.11 H WD J LL co 2 w Z = Z 0 0 N . W W Hr. W Z w = 0~ z. 08/15/03 FRI 12:56 FAX it.ws.nm r Iwm t o rt./Kiwi 'mow COUGHLIMPoRTERLNNDEEN Project Record Date: August 15, 2003 To; Howard S. Wright Construction Project: Bon Marche Southcenter 501 Eastlake Avenue East, Lower Floors Upgrade Suite 100 PO Box 3764 Seattle, WA 98124 -2264 Fax: 447 -7727 Project No: 501- 0930 -02 Attn: Jim Davis By: Rebecca Hix Collins Memorandum Sent Via Fax 4 Pages Jim, T06 -343 -6681 T -T54 P.01/04 F -437 The enclosed detail for bracing the inter :or partition wall is acceptable. Please give me a call if you have any questions. Rebecca 2) 7 PINE STREET • SUITE 300 SEATTLE. WA 98101 P 206/343 -0460 F:206/343 -5691 08/15/03 FRI 11:01 iTX /RX NO 88661 x001 1001 TOOIJ iVTOR ON x81 /11] LU :90 NOW C0 /TT /8o Al448 -03 oZ :58PM FROM- coMIN PORTER LUNPEEN Zos -343 -5691 T -s1Z P.o1 /ou F -177 COUGIMUNF ORTERLUNDEEM Fax Cover Sheet Date: August. 8, 2003 To: Howard S. Wright Cpnstnuction Project Bon Marche Sou r.heenter 501 Eastlake Avenue East, Lower Floors Upgrade Suite.100 PO Box 3764 Seattle, WA 981242264 Fax: 447 -7727 Project No: S01 0930 - 02 Attu: Jun Davis By: Rebecca Hix Collists Enclosed is the response to RFT #21_ Please give me a call if you have any questions. tA Pc 1 RR � Sent Via Fax 7 Pages RECEIVED CITY OF TUKWiI A, AUG 1 8 2003 PERMIT CENTER 3was7 217 PINE STREET SUITE 300 - SEATTL.E. WA 98101 p.206/340.0460 .f-206/343-5691 08/08/03 FRI 14:58 (TX /RX NO 85841 el 001 vv a oe: ►n mnm en 2 0 lj (£T98 ON XII /XZ1 L£ :80 NOW £O /TT /80 AUG -08 -03 OZ:50PM FROM- COUGHLIN PORTER LUNDEEN ® Howard S. Wright Construction Co. 501 Eastlake mvenue East, Suite 100 (98109-5461) PO Boa 3764. SoaNe, Wo 98124.U8s TEI.1200) 447.7e54 FAX (208) 447 -7727 project Sounccenler Bon Marche Seismic Upgrade From Jim Davis Phone (206) 447 -7531 FaA (206) 447 -7727 To Rebecca Hi* Collins phone. Subject Framing for access platform Reference 13/A2 6 Maass Reply By Reply Date Copy To 8/g /2003 Fax . 7;4 e";) 17z r c✓ i S l on-' /NJL5 T E'D. }} -� - e3 I%%coMso auSIn6SS1 .IObAOMonoFtF .+• AS ,4? c:c .7t.1 .w1 hswCC 111071 206 -243 -5E81 T -612 P.02/08 F -177 REQUEST FOR INFORMATION Signed .7THQ4VIS RFI % P21 Prod a 49.10. Date 8/112003 Atiachea is a layout sketch and proposed framing sizing and data for an access platform to get to a sprin(cler valve in the level 2 ceiling space at apprealmate grids F.30. Please review framing and advise of any revisions require4 structurally. Call if you have any questions regaroing existing and /or details. Signed. R e"d4 M ;.4. P39.01 DI 7 08/08/03 FRI 14 :58 (TX /RX NO 85841 1Z1 o 0 2 COOQ [CM ON PULLI LC:90 NON CO/TT/90 AUG-013-o3 (12:51IPM FROM-COUGHLIN PORTER LUNDEEN 7 , ' • 1! •I1 800/c000J NE-242-ssol T-1312 P.o3/08 F ID Gyrj Cc 4ivi K •• • 08/08/03 FRI 14;58 (TX/RX NO 85841 a003 XVd 9C:Lo NOM CooZ/IF/No _ . - , . • • •. r. 600 (j I E19R ON X2I /70,] L£ :80 NOW £0 /TI /80 AUG -oe -Da 02:5eP14 FROM CoUGHLIN PORTER LUNDEEN Floor Joist Span Tables G r . o. �� - Lam.".' -•' I.'.s162•i3 109032010-4 +poes2,5o -47 10 :e„ . • S ' c`�- - 4' 10' 11'•I'.o 105 9'1)". 'r• t1'0 p•a-• rrw 11'1' a • w 7• . T 2' • 1T 0 12' 10• 6'o 14• 2' 12•10• 11 14'o' 1 r t1 • e ~► " �- i " . � 7 4 . 1 s: D'. 11 5 • e' 7- a' • 11'5'. 8•7•• 6'B•9 11'5'. a•7'. 5. ..' 111* ] 1• 5 1 111•11 -• 15•5'• 1w6'. 1 II . 14'1'S 9 17' 5" a 1.' 1• . 9 - Jr• . 17 1 14'1 'S'e •a •. a 21' 1'� iwr is s. 21'11 19'11' 176' 22 o' e•1 1W I IF, a". 106" 12'!T 1 11'1•, 1•15. 1' 1' 74'. 8 a"c 41 e 7'7•• e• s'. 4• q - e ; • 1• 710- • s3:•i • 19 0 R•. *''0' o ' •6, 6.44 ' • r :_,L e 10 d' • Sr u - s' a" 10'11' B'11'• B• j. •' 'A/ft" - •...��'4`:. - • 1 0 ' 2 " ' : ! "13 ' i ' - fhlo 1v 9- 9' 5• 12'e' 11'•' 0 1• 1' 11• /r• • 10' •- • e - Regw,res web stitlencrs of and 3 •pDor 13 1 - Requires 1-op s1I11•ndts at Intone eupporls . a - Fiequirsa vvcP sUneners 91 sU a•pportc see page 31 for 4Aci•410 Flocr.1olei Spen Tole Melee, 206- 343 -56e1 T -612 P.04/08 F -177 36 08/08/03 FRI 14:58 [TX /RX NO 8584) g1004 VIZ 4 Or' • 1 n 10f1111 enn7 /TT /On • �...,.... ..,.,. .... �.. ,,. 00 SOOIj ECT98 ON XJ /LL] L£ :80 NOW CO /TT /80 AUG-De -a oa :DOPM FROM- COUGNLIN PORTER LUNDEEN Typical Details Track 51 14 Note_ An cahnoctlaw to Dc 4 ■y►9nP4 206- 343 -6691 Joist Web Stiffeners 5cud Stud • • •• T -612 P.05/08 F -177 49 08/08/03 FRI 14:58 [TX /RX NO 8584] IliD 005 YV.4 t.c :t.n nlntu cnn' /TT:R ID L00I0 IC198 ON X2I /XJ,1 LU :80 NOW CO /TT /80 AUG -0e -O2 O3:aoPNl FRO1/- COUGNLIN PORTER LUNDEEN Thickness — Steel Components General Product Information 20e•343■6681 Design Stiffening Lip Length 5131 1 L.' n 3i3 5107 1 N. Alpo 2200 t 0621 szso 2 . 6 5 Mw.WWTtuml T11t4tnna9 represents 95:b of {rye gealpn Iritcaneta and is Ina minimum acC.ptagr lrytcMrtuss datums m the lob sloe batsso un 5oClown A3.4 cal tr'e 1990 Aral Speelacauon. General Notes for all tables 1. The strongtn increase the to cola work of forming was incorporators for flexural strength as applicable per AISI A7 2 2 The moment of inertia Tor deflection is calculated AT a stress which results in an effective section rnolulus alien that the stress times that section modulus is equal to the allowable moment this follows Proeeaure 1 of Me AIS1 Specification a Tpe yield stress (33 ksi or sd k.el) uses to calculate 1T1e tabulated vales are lnlicated in the tables 4. When provided factory punch -outs will be located along me centerline of the webs of the members art will have a minimum center -to- center spacing of 24'. Punch -outs will have a maximum wiatn g .Hell the memoer aeptn tat?) or 2 1/2 wrrcne3ver is less, and a maximum length = 4 1 /2'. The minimum distance between vie ena oT the member and the near a ge ol (tae web p4r+en- out ='10'. 5 For those steels that nave born 33 and 50 ksi listings, if the design is based upon 50 ksi, the S0 ttei steel needs to be specified by the contractor /purchaser. (i.e., 3625137 -S4 (SO ksl)) Definitions of Structural Property Symbols Gross Properties VW Moment of inertia of the gross section about the X -X a2t;s (strong axis). Rat: Radius of gyration of the gross section about the X -X axis lyy: Moment of inertia of the gross section about the `1 axis (weal( axis). Ry: Radius of gyration of the gross section about the 1►-'( taxis. Effective Properties (xut Moment of inertia for deflection calculations based on ''Procedure I for Deflection Determination" of the 1996 *1St specification. Sx.x. Effective section modulus about the X•X axes (strong axle) Stress = F, Ma; AIIowable Bending Moment - Basco on the effective section modulus and the allowable stress Including the strength increase from cold -work of forming (AISi 7 2) where applicable Ycg Maximum distance rrom the outsell, of the compression flange to the center of gravity of the effective section. Torsional Properties J Sl. Venant Torsional Constant Cw. Torsional warping constant. Xo: Dtstaanca from Ina shear center to The centroad along the principal Ro• Polar radius of gyration about trie centrotgal principal a><ts. 1- (xo /Ro) sob /Loo Q} 14�" +AMU.An'•�yiRlN17E'fi1C�6N1f.U. �F? 3�- ��' �'+ hZi%+ AM' 1'• '.`•'*i'r..»4+.we."I"'.�ilY'MM� T -612 P.07 /0e F -177 Ns T r 5 08/08/03 FRI 1 4 : 5 8 [TX /RX NO 8584) t J 007 VK.7 l 0' I n ktnt0 onn7 %TT , on • ... .:t 42, 1:'.....,w..... ,(.,i 27,:`.ice..2.. .Y.(fw,vie Pak 3,,vt tl l it.. 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Farr gotore9 7111vPr71Pfai • 3 08/08/03 FRI 14;58 (TX /RX NO 85841 t] 008 v. r t n I. • , r• • n t.. 2 • 2• r• .. , r 4 . 122 Bon Marche Southcenter 2/10/03 Tukwila, Washington FILE COPY CITY Of TLJK WU SECTION 03300 AMMO CAST -IN -PLACE CONCRETE MAY 2 2 2003 PART 1 GENERAL TED 1.01 SUMMARY 1 �- �` A. Work Included: Cast -in place concrete, including formwork, reinforcement, concrete materials, mix design, placement procedures, and finishes. B. Work specified Elsewhere: 1. Shotcrete: Section 03371. 1.02 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of blended hydraulic cement, fly ash and other pozzolans, ground granulated blast - furnace slag, and•silica fume. 1.03 SUBMITTALS A. Product Data: For each type of manufactured material and product indicated. B. Design Mixes: For each concrete mix. Include alternate mix designs when characteristics of materials, project conditions, weather, test results, or other circumstances warrant adjustments. 1. Indicate amounts of mix water to be withheld for later addition at Project site. C. Steel Reinforcement Shop Drawings: Details of fabrication, bending, and placement, prepared according to ACI 315, "Details and Detailing of Concrete Reinforcement." Include material, grade, bar schedules, stirrup spacing, bent bar diagrams, arrangement, and supports of concrete reinforcement. Include special reinforcement required for openings through concrete structures. D. Welding Certificates: Copies of certificates for welding procedures and personnel. E. Material Test Reports: From a qualified testing agency indicating and interpreting test results for compliance of the following with requirements indicated, based on comprehensive testing of current materials: F. Material Certificates: Signed by manufacturers certifying that each of the following items complies with requirements: 1. Cementitious materials and aggregates. 2. Form materials and form - release agents. RECEIVED CITY OF TUKWILA FEB 1 9 2003 PERMIT CENTER 03-07 03300 - 1 CAST -IN -PLACE CONCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington 3. Steel reinforcement and reinforcement accessories. 4. Admixtures. 5. Curing materials. 6. Bonding agents. 7. Repair materials. 1.04 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed concrete Work similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in- service performance. B. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment. 1. Manufacturer must be certified according to the National Ready Mixed Concrete Association's Certification of Ready Mixed Concrete Production Facilities. C. Testing Agency Qualifications: An independent testing agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 to conduct the testing indicated, as documented according to ASTM E 548. 1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP -1 or an equivalent certification program. D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, each aggregate from one source, and each admixture from the same manufacturer. E. ACI Publications: Comply with the following, unless more stringent provisions are indicated: 1. ACI 301, "Specification for Structural Concrete." 2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." F. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Meetings." 1. Before submitting design mixes, review concrete mix design and examine procedures for ensuring quality of concrete materials. Require representatives of each entity directly concerned with cast -in -place concrete to attend, including the following: a. Contractor's superintendent. 03300 - 2 CAST -IN -PLACE CONCRETE x Bon Marche Southcenter 2/10/03 Tukwila, Washington b. Independent testing agency responsible for concrete design mixes. c. Ready -mix concrete producer. d. Concrete subcontractor. 1.05 PRODUCT HANDLING A. Deliver, store, and handle steel reinforcement to prevent bending and damage. PART 2 PRODUCTS 2.01 FORM - FACING MATERIALS A. Smooth - Formed Finished Concrete: Form - facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. 1. Plywood, metal, or other approved panel materials. 2. Exterior -grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows: a. High- density overlay, Class 1, or better. b. Medium - density overlay, Class 1, or better, mill - release agent treated and edge sealed. c. Structural 1, B -B, or better, mill oiled and edge sealed. d. B -B (Concrete Form), Class 1, or better, mill oiled and edge sealed. B. Rough- Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch (19 by 19 mm), minimum. D. Form - Release Agent: Commercially formulated form - release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 1. Formulate form - release agent with rust inhibitor for steel form - facing materials. E. Form Ties: Factory- fabricated, removable or snap -off metal or glass- fiber- reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 03300 - 3 CAST -IN -PLACE CONCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington 1. Furnish units that will leave no corrodible metal closer than 1 inch (25 mm) to the plane of the exposed concrete surface. 2. Furnish ties that, when removed, will leave holes not larger than 1 inch (25 mm) in diameter in concrete surface. 2.02 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. 2.03 REINFORCEMENT ACCESSORIES A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. Manufacture bar supports according to CRSI's "Manual of Standard Practice" from steel wire, plastic, or precast concrete or fiber- reinforced concrete of greater compressive strength than concrete, and as follows: 1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic - protected bar supports. 2.04 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Type B. Normal - Weight Aggregate: ASTM C 33, uniformly graded, and as follows: 1. Class: Moderate weathering region, but not less than 3M. 2. Nominal Maximum Aggregate Size: 3/4 inch (19 mm). 3. Combined Aggregate Gradation: Well graded from coarsest to finest with not more than 18 percent and not less than 8 percent retained on an individual sieve, except that less than 8 percent may be retained on coarsest sieve and on No. 50 (0.3 -mm) sieve, and less than 8 percent may be retained on sieves finer than No. 50 (0.3 mm). C. Water: Potable and complying with ASTM C 94. 2.05 ADMIXTURES A. General: Admixtures certified by manufacturer to contain not more than 0.1 percent water - soluble chloride ions by mass of cementitious material and to be compatible with other admixtures and cementitious materials. Do not use admixtures containing calcium chloride. ' B. Air - Entraining Admixture: ASTM C 260. C. Water- Reducing Admixture: ASTM C 494, Type A. D. High- Range, Water- Reducing Admixture: ASTM C 494, Type F. 03300 - 4 CAST -IN -PLACE CONCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington E. Water- Reducing and Accelerating Admixture: ASTM C 494, Type E. F. Water- Reducing and Retarding Admixture: ASTM C 494, Type D. 2.06 CURING MATERIALS A. Water: Potable. B. Clear, Waterborne, Membrane - Forming Curing Compound: ASTM C 309, Type 1, Class B. C. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: D. Products: Subject to compliance with requirements, provide one of the following: 1. Evaporation Retarder: a. Cimfilm; Axim Concrete Technologies. b. Finishing Aid Concentrate; Burke Group, LLC (The). c. Spray -Film; ChemMasters. d. Aquafilm; Conspec Marketing & Manufacturing Co., Inc. e. Sure Film; Dayton Superior Corporation. f. Eucobar; Euclid Chemical Co. g. Vapor Aid; Kaufman Products, Inc. h. Lambco Skin; Lambert Corporation. i. E -Con; L &M Construction Chemicals, Inc. j. Confiim; Master Builders, Inc. k. Waterhold; Metalcrete Industries. 1. Rich Film; Richmond Screw Anchor Co. m. SikaFilm; Sika Corporation. n. Finishing Aid; Symons Corporation. o. Certi -Vex EnvioAssist; Vexcon Chemicals, Inc. 2.07 RELATED MATERIALS 03300 - 5 CAST -IN -PLACE CONCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington A. Bonding Agent: ASTM C 1059, Type II, non - redispersible, acrylic emulsion or styrene butadiene. z B. Reglets: Fabricate reglets of not less than 0.0217 -inch- (0.55 -mm -) thick galvanized steel i z sheet. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or ' a: iu debris. 6 m o 00 C. Dovetail Anchor Slots: Hot -dip galvanized steel sheet, not less than 0.0336 inch (0.85 0 mm) thick, with bent tab anchors. Temporarily fill or cover face opening of slots to W H p revent intrusion of concrete or debris. cn u_ w 0 2.08 REPAIR MATERIALS 2 L.L. A. Repair Underlayment: Cement - based, polymer - modified, self - leveling product that can co d be applied in thicknesses from 1/8 inch (3.2 mm) and that can be feathered at edges to 1 w match adjacent floor elevations. z = I— I— O 1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic w 1- cement as defined in ASTM C 219. W U� 2. Primer: Product of underlayment manufacturer recommended for substrate, p H conditions, and application. = w 3. Aggregate: Well- graded, washed gravel, 1/8 to 1/4 inch (3 to 6 mm) or coarse sand IL p as recommended by underlayment manufacturer. w z U= 4. Compressive Strength: Not less than 4100 psi (29 MPa) at 28 days when tested p I— z according to ASTM C 109/C 109M. B. Repair Topping: Traffic- bearing, cement - based, polymer - modified, self - leveling product that can be applied in thicknesses from 1/4 inch (6 mm). 1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. 2. Primer: Product of topping manufacturer recommended for substrate, conditions, and application. 3. Aggregate: Well- graded, washed gravel, 1/8 to 1/4 inch (3 to 6 mm) or coarse sand as recommended by topping manufacturer. 4. Compressive Strength: Not less than 5700 psi (39 MPa) at 28 days when tested according to ASTM C 109 /C 109M. 2.09 CONCRETE MIXES A. Prepare design mixes for each type and strength of concrete determined by either laboratory trial mix or field test data bases, as follows: 03300 - 6 CAST -IN -PLACE CONCRETE r J;44414..44A,..iht. Bon Marche Southcenter 2/10/03 Tukwila, Washington 1. Proportion normal - weight concrete according to ACI 211.1 and ACI 301. B. Use a qualified independent testing agency for preparing and reporting proposed mix designs for the laboratory trial mix basis. C. Proportion normal- weight concrete mix as indicated. See structural drawings. D. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows: 1. Fly Ash: 20 percent. E. Limit water - soluble, chloride -ion content in hardened concrete to 0.06 percent by weight of cement. F. Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water - reducing admixture or high -range water - reducing admixture (superplasticizer) in concrete, as required, for placement and workability. 2. Use water- reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. 3. Use water - reducing admixture in pumped concrete, concrete for heavy -use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water - cementitious materials ratio below 0.50. 2.10 FABRICATING REINFORCEMENT A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2.11 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94, and furnish batch ticket information. B. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94 and ASTM C 1116, and furnish batch ticket information. 1. When air temperature is between 85 and 90 deg F (30 and 32 deg C), reduce mixing and delivery time from 1 -1/2 hours to 75 minutes; when air temperature is above 90 deg F (32 deg C), reduce mixing and delivery time to 60 minutes. C. Project -Site Mixing: Measure, batch, and mix concrete materials and concrete according to ASTM C 94. Mix concrete materials in appropriate drum -type batch machine mixer. 1. For mixer capacity of 1 cu. yd. (0.76 cu. m) or smaller, continue mixing at least one and one -half minutes, but not more than five minutes after ingredients are in mixer, before any part of' batch is released. 03300 - 7 CAST -IN -PLACE CONCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington 2. For mixer capacity larger than 1 cu. yd. (0.76 cu. m), increase mixing time by 15 seconds for each additional 1 cu. yd. (0.76 cu. m). 3. Provide batch ticket for each batch discharged and used in the Work, indicating z Project identification name and number, date, mix type, mix time, quantity, and = I amount of water added. Record approximate location of final deposit in structure. `� w PART 3 EXECUTION v 0 U, 3.01 FORMWORK w H U) IL A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support w 0 vertical, lateral, static, and dynamic loads, and construction loads that might be applied, 2 until concrete structure can support such loads. � Q B. Construct formwork so concrete members and structures are of size, shape, alignment, z w elevation, and position indicated, within tolerance limits of ACI 117. Z i I— O C. Construct forms tight enough to prevent loss of concrete mortar. On architecturally - w I— exposed walls, tape all panel joints. ? o 0 c D. Fabricate forms for easy removal without hammering or prying against concrete surfaces. 0 Provide crush or wrecking plates where stripping may damage cast concrete surfaces. w w Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. Kerf H U wood inserts for forming keyways, reglets, recesses, and the like, for easy removal. w ~O z 1. Do not use rust - stained steel form - facing material. U O~ E. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required Z elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike -off templates or compacting -type screeds. F. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. G. Chamfer exterior corners and edges of permanently exposed concrete. H. Do not chamfer interior corners or edges of concrete. I. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work. Determine sizes and locations from trades providing such items. J. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, • dirt, and other debris just before placing concrete. K. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. 03300 - 8 CAST -IN -PLACE CONCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington L. Coat contact surfaces of forms with form - release agent, according to manufacturer's written instructions, before placing reinforcement. 3.02 EMBEDDED ITEMS A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in -place concrete. Use Setting Drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 1. Install anchor bolts, accurately located, to elevations required. 2. Install reglets to receive top edge of foundation sheet waterproofing and to receive through -wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions. 3. Install dovetail anchor slots in concrete structures as indicated. 3.03 REMOVING AND REUSING FORMS A. General: Formwork, for sides of beams, walls, columns, and similar parts of the Work, that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F (10 deg C) for 24 hours after placing concrete provided concrete is hard enough to not be damaged by form - removal operations and provided curing and protection operations are maintained. B. Leave formwork, for beam soffits, joists, slabs, and other structural elements, that supports weight of concrete in place until concrete has achieved the following: 1. At least 70 percent of 28 -day design compressive strength and 10 days minimum after placing concrete. 2. Determine compressive strength of in -place concrete by testing representative field - or laboratory-cured test specimens according to ACI 301. 3. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores. C. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form - facing material will not be acceptable for exposed surfaces. Apply new form - release agent. D. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Architect. 3.04 SHORES AND RESHORES A. Comply with ACI 318 (ACI 318M), ACI 301, and recommendations in ACI 347R for design, installation, and removal of shoring and reshoring. 03300 - 9 CAST -IN -PLACE CONCRETE yon+rcl'�',q{rtVdV Bon Marche Southcenter 2/10/03 Tukwila, Washington B. In multistory construction, extend shoring or reshoring over a sufficient number of stories to distribute loads in such a manner that no floor or member will be excessively loaded or will induce tensile stress in concrete members without sufficient steel reinforcement. Q C. Plan sequence of removal of shores and reshore to avoid damage to concrete. Locate and w provide adequate reshoring to support construction without excessive stress or deflection. J U 0 3.05 STEEL REINFORCEMENT cn o wI- A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. N uj 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. g Q B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials. w Z = C. Accurately position, support, and secure reinforcement against displacement. Locate and ~ I— O support reinforcement with bar supports to maintain minimum concrete cover. Do not w I- tack weld crossing reinforcing bars. o (j ) 1. Shop- or field -weld reinforcement according to AWS D1.4, where indicated. o — wr D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces. U uO E. Install welded wire fabric in longest practicable lengths on bar supports spaced to iii Z co minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. U Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace !— overlaps with wire. Z 3.06 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Construction Joints: Install so strength and appearance of concrete are not impaired. 1. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs. 2. Form from preformed galvanized steel, plastic keyway- section forms, or bulkhead forms with keys, unless otherwise indicated. Embed keys at least 1 -1/2 inches (38 mm) into concrete. 3. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs. 4. Space vertical joints in walls as indicated. Locate joints beside piers integral with walls, near corners, and in concealed locations where possible. 03300 - 10 CAST -IN -PLACE CONCRETE .. ............4...+,.. „..,..:. ✓.h s' .:.5....w�.:iu'.:. %.a.:s:i� tip dr 1 .�w` t:.Yii;l •;:.iuuti Bon Marche Southcenter 2/10/03 Tukwila, Washington 5. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. 3.07 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. B. Do not add water to concrete during delivery, at Project site, or during placement, unless approved by Architect. C. Before placing concrete, water may be added at Project site, subject to limitations of ACI 301. 1. Do not add water to concrete after adding high -range water - reducing admixtures to mix. D. Deposit concrete continuously or in layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as specified. Deposit concrete to avoid segregation. E. Deposit concrete in forms in horizontal layers no deeper than 24 inches (600 mm) and in a manner to avoid inclined construction joints. Place each layer while preceding layer is still plastic, to avoid cold joints. 1. Consolidate placed concrete with mechanical vibrating equipment. Use equipment and procedures for consolidating concrete recommended by ACI 309R. 2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations no farther than the visible effectiveness of the vibrator. Place vibrators to rapidly penetrate placed layer and at least 6 inches (150 mm) into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mix constituents to segregate. F. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. 1. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners. 2. Maintain reinforcement in position on chairs during concrete placement. 3. Screed slab surfaces with a straightedge and strike off to correct elevations. 4. Slope surfaces uniformly to drains where required. 03300 - 11 CAST -IN -PLACE CONCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington 5. Begin initial floating using bull floats or darbies to form a uniform and open - textured surface plane, free of humps or hollows, before excess moisture or bleedwater appears on the surface. Do not further disturb slab surfaces before Z starting finishing operations. � z � w 3.08 FINISHING FORMED SURFACES 6 v 00 A. Rough- Formed Finish: As -cast concrete texture imparted by form- facing material with w 0 tie holes and defective areas repaired and patched. Remove fins and other projections co = exceeding ACI 347R limits for class of surface specified. co w B. Smooth - Formed Finish: As -cast concrete texture imparted by form - facing material, 2 arranged in an orderly and symmetrical manner with a minimum of seams. Repair and Q patch tie holes and defective areas. Remove fins and other projections exceeding 1/8 N inch (3 mm) in height. H W z 1. Apply to concrete surfaces exposed to public view or to be covered with a coating or I-- 0 covering material applied directly to concrete, such as waterproofing, dampproofing, w I-- veneer plaster, or painting. ? 0 O N 2. Do not apply rubbed finish to smooth - formed finish. 0 • F- w �' C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed H U surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching u- p adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly i Z across adjacent unformed surfaces, unless otherwise indicated. 0 O ~' 3.09 MISCELLANEOUS CONCRETE ITEMS A. Filling In: Fill in holes and openings left in concrete structures, unless otherwise indicated, after work of other trades is in place. Mix, place, and cure concrete, as specified, to blend with in -place construction. Provide other miscellaneous concrete filling indicated or required to complete Work. 3.10 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb /sq. ft. x h (1 kg/sq. m x h) before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing by one or a combination of the following methods: 03300 - 12 CAST -IN -PLACE CONCRETE Z r a Bon Marche Southcenter 2/10/03 Tukwila, Washington D. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces, by one or a combination of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the following materials: a. Water. b. Continuous water -fog spray. c. Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12 -inch (300 -mm) lap over adjacent absorptive covers. 2. Moisture - Retaining -Cover Curing: Cover concrete surfaces with moisture - retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches (300 mm), and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. a. Moisture cure or use moisture- retaining covers to cure concrete surfaces to receive floor coverings. b. Moisture cure or use moisture- retaining covers to cure concrete surfaces to receive penetrating liquid floor treatments. c. Cure concrete surfaces to receive floor coverings with either a moisture - retaining cover or a curing compound that the manufacturer recommends for use with floor coverings. 3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. 4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period. 3.11 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval. B. Patching Mortar: Mix dry -pack patching mortar, consisting of one part portland cement to two and one -half parts fine aggregate passing a No. 16 (1.2 -mm) sieve, using only enough water for handling and placing. 03300 - 13 CAST -IN -PLACE CONCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington C. Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning. z after form removal, cut out honeycombs, rock pockets, and voids more ~ 1. Immediately W Y � Y � P � �2 than 1/2 inch (13 mm) in any dimension in solid concrete but not less than 1 inch (25 6 = mm) in depth. Make edges of cuts perpendicular to concrete surface. Clean, v 0 0 dampen with water, and brush -coat holes and voids with bonding agent. Fill and cn 0 compact with patching mortar before bonding agent has dried. Fill form -tie voids w = with patching mortar or cone plugs secured in place with bonding agent. u) �- L w 2. Repair defects on surfaces exposed to view by blending white portland cement and 2 standard portland cement so that, when dry, patching mortar will match surrounding g ct color. Patch a test area at inconspicuous locations to verify mixture and color match N before proceeding with patching. Compact mortar in place and strike off slightly z w higher than surrounding surface. Z H I— O 3. Repair defects on concealed formed surfaces that affect concrete's durability and w 1-- structural performance as determined by Architect. j o UN D. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for 0 '— finish and verify surface tolerances specified for each surface. Correct low and high w areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped H 0 t u_ ~O .z 1. Repair finished surfaces containing defects. Surface defects include spalls, popouts, t honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch (0.25 mm) ~O F- wide or that penetrate to reinforcement or completely through unreinforced sections z regardless of width, and other objectionable conditions. 2. After concrete has cured at least 14 days, correct high areas by grinding. 3. Correct localized low areas during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. 4. Correct other low areas scheduled to receive floor coverings with a repair underlayment. Prepare, mix, and apply repair underlayment and primer according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. Feather edges to match adjacent floor elevations. 5. Correct other low areas scheduled to remain exposed with a repair topping. Cut out low areas to ensure a minimum repair topping depth of 1/4 inch (6 mm) to match adjacent floor elevations. Prepare, mix, and apply repair topping and primer according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. 6. Repair defective areas, except random cracks and single holes 1 inch (25 mm) or less in diameter, by cutting out and replacing with fresh concrete. Remove defective 03300 - 14 CAST -IN -PLACE CONCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington areas with clean, square cuts and expose steel reinforcement with at least 3/4 inch (19 mm) clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mix as original concrete except without coarse aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. 7. Repair random cracks and single holes 1 inch (25 mm) or less in diameter with patching mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching mortar before bonding agent has dried. Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. E. Perform structural repairs of concrete, subject to Architect's approval, using epoxy adhesive and patching mortar. F. Repair materials and installation not specified above may be used, subject to Architect's approval. 3.12 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified independent testing and inspecting agency to sample materials, perform tests, and submit test reports during concrete placement according to requirements specified in this Article. B. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to sample materials, perform tests, and submit test reports during concrete placement. Sampling and testing for quality control may include those specified in this Article. C. Testing Services: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements: 1. Testing Frequency: Obtain one composite sample for each day's pour of each concrete mix exceeding 5 cu. yd. (4 cu. m), but less than 25 cu. yd. (19 cu. m), plus one set for each additional 50 cu. yd. (38 cu. m) or fraction thereof. 2. Testing Frequency: Obtain at least one composite sample for each 100 cu. yd. (76 cu. m) or fraction thereof of each concrete mix placed each day. a. When frequency of testing will provide fewer than five compressive - strength tests for each concrete mix, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used. 3. Slump: ASTM C 143; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mix. Perform additional tests when concrete consistency appears to change. 4. Air Content: ASTM C 231, pressure method, for normal - weight concrete; ASTM C 173, volumetric method, for structural lightweight concrete; one test for each 03300 - 15 CAST -IN -PLACE CONCRETE udia'�i" ; tai..; :r `i�,.da;.. �; ii.:�l3ic.ie�:,'raS?1��asxa'eNr e;,��+ rfr Bon Marche Southcenter 2/10/03 Tukwila, Washington composite sample, but not less than one test for each day's pour of each concrete mix. 5. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F (4.4 deg C) and below and when 80 deg F (27 deg C) and above, and one test z for each composite sample. re g 6. Unit Weight: ASTM C 567, fresh unit weight of structural lightweight concrete; one U 0 test for each composite sample, but not less than one test for each day's pour of each co w concrete mix. w N LL 7. Compression Test Specimens: ASTM C 31 /C 31M; cast and laboratory cure one set w 0 of four standard cylinder specimens for each composite sample. u. a. Cast and field cure one set of four standard cylinder specimens for each co d composite sample. w Z = 8. Compressive - Strength Tests: ASTM C 39; test two laboratory-cured specimens at 7 z O days and two at 28 days. w a. Test two field -cured specimens at 7 days and two at 28 days. U O— a '- b. A compressive - strength test shall be the average compressive strength from two w w specimens obtained from same composite sample and tested at age indicated. E_- u- O D. When strength of field -cured cylinders is less than 85 percent of companion laboratory- di cured cylinders, Contractor shall evaluate operations and provide corrective procedures U for protecting and curing in -place concrete. z E. Strength of each concrete mix will be satisfactory if every average of any three consecutive compressive - strength tests equals or exceeds specified compressive strength and no compressive - strength test value falls below specified compressive strength by more than 500 psi (3.4 MPa). F. Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive - strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7 -and 28 -day tests. G. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Architect but will not be used as sole basis for approval or rejection of concrete. • H. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Architect. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42 or by other methods as directed by Architect. 03300 - 16 CAST -IN -PLACE CONCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington END OF SECTION 03300 - 17 CAST -IN -PLACE CONCRETE '•f. u�J....`....scna.�..l:Sw .w .. Yi: .'::l��hu..cal,`.3 <�:�rSA�.'.:i . ". t. �, �5�.:: kvLWwir 1' i�S. 1"«t..iWiS:Ndwe�.Lti�1i.:3u41�Td z ct W aa = j 00 N O • LLI J = W } g J • a CO I _ ; Z �.. I- O Z i- uj U � O N • I-- 2 V : , H � U. O . iu Z ` U 2 : 0 Z Bon Marche Southcenter 2/10/03 Tukwila, Washington SECTION 03371 z z PART 1 GENERAL re 1.01 SUMMARY v p No UJ A. Work Included: Shotcrete, complete, as shown and specified, including but not limited to w following: N LL w 1. Shotcrete applied by wet -mix process to concrete walls against excavation shoring 2 and concrete walls placed against existing concrete and masonry walls of existing g building. cn d ▪ w B. Work specified Elsewhere: z i 0 1. Cast -In -Place Concrete: Section 03330. w • w 1.02 DEFINITIONS v O — C] F- A. Shotcrete: Concrete pneumatically projected onto a surface at high velocity. w I —O .. w = O~ SHOTCRETE B. Wet -Mix Shotcrete: Shotcrete with ingredients, including mixing water, mixed before introduction into delivery hose. 1.03 SUBMITTALS A. Product Data: For manufactured materials and products including reinforcement and forming accessories, shotcrete materials, admixtures, and curing compounds. B. Shop Drawings: For details of fabricating, bending, and placing reinforcement. Include supports and anchor details, number and location of splices, and special reinforcment required for openings through shotcrete structures. C. Samples: Approximately 48 by 48 by 10 inches, to illustrate quality of finishes, colors, and textures of exposed surfaces of shotcrete. D. Design Mixes: For each shotcrete mix. E. Material Certificates: For each material item, signed by manufacturers. 1.04 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer employing nozzle operators who attain mean core grades not exceeding 2.5, according to ACI 506.2, on preconstruction tests. 03371 -1 SHOTCRETE • ,:�..1�::..tc +a+'..w. ",w:w" tu..tn�4vi�:w:kw.+ ' `:. hip; 4.. b <.i:;i2i:4!•12:�a4i;�s:t.:�r7a imd:it%t;�Y.467ft i.n;. i:; iv:: �j,.` n.' s' SiA.". �S.: Lb' �rYuic�++. Nai :%��::.�.�'i.:v.4'i.:�«'`5�:� z Bon Marche Southcenter 2/10/03 Tukwila, Washington B. Testing Agency Qualifications: Independent and qualified according to ASTM C 1077 and ASTM E329 for testing indicated, as documented according to ASTM E548, and acceptable to authorities having jurisdiction. z C. Comply with provisions of the following, unless more stringent requirements are = indicated: JU 1. ACI 301, "Specification for Structural Concrete." o w= 2. ACI 506.2, "Specification for Shotcrete." J O 3. CRSI's "Manual of Standard Practice." J D. Preinstallation Conference: Conduct conference at Project site with owner, engineer, contractor and building official, before beginning work. = w I- _ ZF. I- O Z F- 2.01 FORM MATERIALS 2 0 uj U� A. Forms: Form - facing panels that will provide continuous, straight, smooth, concrete o H surfaces. Furnish panels in largest practicable sizes to minimize number of joints. w w H1- IL O .. Z w U= O ~ PART 2 PRODUCTS 2.02 REINFORCING MATERIALS A. Reinforcing Bars: ASTM A615/A615M, Grade 60, deformed. B. Low -Alloy -Steel Reinforcing Bars: ASTM A 706/A 706M, deformed. C. Supports: Bolsters, chairs, spacers, ties, and other devices for spacing, supporting, and fastening reinforcing steel in place according to CRSI's "Manual of Standard Practice." D. Reinforcing Anchors: ASTM A 36/A 36M, unheaded rods or ASTM A.307, Grade A, hex -head bolts; carbon steel; and carbon -steel nuts. 1. Finish: Plain, uncoated. 2.03 SHOTCRETE MATERIALS A. Portland Cement: ASTM C 150, Type I or II. Use only brand and type of cement for Project. 1. Fly Ash: ASTM C 618, Class C or F. B. Normal - Weight Aggregates: ASTM C 33, from a single source, and as follows: 1. Aggregate Gradation: ACI 506R, Gradation No.2 with 100 percent passing 1/2- inch. 03371 -2 SHOTCRETE z z Bon Marche Southcenter 2/10/03 Tukwila, Washington C. Water: Potable, complying with ASTM C 94, free from deleterious materials that may affect color stability, setting, or strength of shotcrete. 2.04 CHEMICAL ADMIXTURES ;H A. General: ASTM C 1141, Class A or B, but limited to the following admizture materials. v Provide admixtures for wet -mix shotcrete that contains not more than 0.1 percent U o in chloride ions. Certify compatibility of admixtures with each other and with other Co w cementitious materials. -J H CO L, 1. Air - Entraining Admixture: ASTM C 260. w 0 2 2. Water- Reducing Admixture: ASTM C 494, Type A. u_ w 3. Water- Reducing and Retarding Admixture: ASTM C 494, Type D. To _ z 4. Water- Reducing and Accelerating Admixture: ASTM C 494, Type E. z O u.q 5. High - Range, Water- Reducing Admixture: ASTM C 494, Type F. u — 6. Accelerating Admixture: ASTM C 494, Type C. o H u,.1w 2.05 CURING MATERIALS H u- O A. Water: Potable. uw z = , B. Clear, Waterborne, Membrane - Forming Curing Compound: ASTM C 309, Type 1, Class 0 B. 2.06 SHOTCRETE MIXES, GENERAL A. Prepare design mixes for each type and strength of shotcrete. 1. Limit use of fly ash to not exceed 4% percent of portland cement by weight. B. Limit water - soluable chloride ions to maximum percentage by weight of cement or cementitious materials permitted by ACI 301. C. Admixtures: When included in shotcrete design mixes, use admixtures and retarding admixtures according to manufacturer's written instructions. D. Design -Mix Adjustments: Subject to compliance with requirements, shotcrete design - mix adjustments may be proposed when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant. 03371 -3 SHOTCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington 2.07 NORMAL- WEIGHT SHOTCRETE MIXES A. Proportion wet mixes according to ACI 211.1 and ACI 301, using materials to be used on Project, to provide normal- weight shotcrete with the following properties: 1. Compressive Strength: 4000 psi at 28 days and 5500 psi at 42 days. 2. Add air - entraining admixture at manufacturer's prescribed rate to result in normal - weight, wet -mix shotcrete having an air content before pumping of 2 percent with a tolerance of plus or minus 1 -1/2 percent. 2.08 SHOTCRETE EQUIPMENT A. Mixing Equipment: Capable of thoroughly mixing shotcrete materials in sufficient quantities to maintain continuous placement. B. Wet -Mix Delivery Equipment: Capable of discharging aggregate- cement -water mixture accurately, uniformly, and continously. 2.09 BATCHING AND MIXING A. Wet -Mix Process: Measure, batch, mix and deliver shotcrete according to ASTM C 94 and furnish batch ticket information. 1. Comply with ASTM C 685 when shotcrete ingredients are delivered dry and proportioned and mixed on -site. PART 3 EXECUTION 3.01 PREPARATION A. Concrete or Masonry: Before applying shotcrete, remove unsound or loose materials and contaminants that may inhibit shotcrete bonding. Chip or scarify areas to be repaired to extent necessary to provide sound substrate. Cut edges square and 1/2 inch deep at perimeter of work, tapering remaining shoulder at 1:1 slope into cavity to eliminate square shoulders. Dampen surfaces before shotcreting. 1. Abrasive blast or hydroblast existing surfaces that do not require chipping to remove paint, oil, grease, or other contaminants and to provide roughened surface for proper shotcrete bonding. 3.02 FORMS A. General: Design, erect, support, brace, and maintain forms, according to ACI 301, to support and construction loads and to facilitate shotcreting. Construct forms so shotcrete members and structures are secured to prevent excessive vibration or deflection during shotcreting. 03371 -4 SHOTCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington I. Fabricate forms to be readily removable without impact, shock, or damage to shotcrete surfaces and adjacent materials. 2. Construct forms to required sizes, shapes, lines, and dimensions using ground wires and depth gages to obtain accurate alignment, locations, and grades in finished structures. Construct forms to prevent mortar leakage but permit escape of air and rebound during shotcreting. Provide for openings, offsets, blocking, screeds, anchorages, inserts, and other features required in the Work. B. Form openings, chases, recesses, bulkheads, keyways, and screeds in formwork. Determine sizes and locations from trades providing such items. Accurately place and securely support items built into forms. 3.03 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that weaken shotcrete bonding. C. Securly embed reinforcing anchors into existing substrates, located as required. D. Accurately position, support, and rigidly secure reinforcement against displacement by formwork, construction, or shotcreting. Locate and support reinforcement by metal chairs, runners, bolsters, spacers, and hangers, as required. E. Place reinforcement to obtain minimum coverages for shotcrete protection. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during shotcreting. Set wire ties with ends directly into shotcrete, not toward exposed shotcrete surfaces. 03371 -5 SHOTCRETE Bon Marche Southcenter 2/10/03 Tukwila, Washington 3.04 JOINTS z A. Construction Joints: Locate and install construction joints tapered to a 1:1 slope where .? Z joint is not subject to compression loads and square where joint is perpendicular to main o_ 2 reinforcement. Continue reinforcement through construction joints, unless otherwise indicated. 0 0 N 1. All construction joints shall be pressure- washed, clean and saturated- surface -dry for w receiving newly placed shotcrete. W O 3.05 ALIGNMENT CONTROL tL Q A. Ground Wire: Install ground wires to establish thickness and planes of shotcrete cn a surfaces. Install ground wires at corners and offsets not established by forms. Pull = w ground wires taut and position adjustment devices to permit additional tightening. Z 1- 1- O 3.06 EMBEDDED ITEMS w 1- ill A. Place and secure anchorage devices and other embedded items required for adjoining U N work that is attached to or supported by shotcrete. Use Setting Drawings, templates, O o '- diagrams, instructions, and directions furnished with items to be embedded. = w O co .. Z W A. Apply temporary protective coverings and protect adjacent surfaces against deposit of rebound and overspray or impact from nozzle stream. 0 1- 3.07 APPLICATION B. Moisten wood forms immediately before placing shotcrete where form coatings are not used. C. Apply shotcrete according to ACI 506.2. D. Apply shotcrete materials within 90 minutes after batching. E. Deposit shotcrete continously in multiple passes, to required thickness, without cold joints and laminations developing. Place shotcrete with nozzle held perpendicular to receiving surface. Begin shotcreting in corners and recesses. 1. Remove and dispose of rebound and overspray materials during shotcreting to maintain clean surfaces and to prevent rebound entrapment. F. Maintain reinforcement in position during shotcreting. Place shotcrete to completely encase reinforcement and other embedded items. Maintain steel reinforcement free of overspray and prevent build -up against front face during shotcreting. G. Do not place subsequent lifts until previous lift of shotcrete is capable of supporting new shotcrete. 03371 -6 SHOTCRETE z Bon Marche Southcenter 2/10/03 Tukwila, Washington H. Do not permit shotcrete to sag, slough, or dislodge. I. Remove hardened overspray, rebound, and laitance from shotcrete surfaces to receive additional layers of shotcrete; dampen surfaces before shotcreting. J. Do not disturb shotcrete surfaces before beginning finishing operations. K. Remove ground wires or other alignment control devices after shotcrete placement. L. Shotcrete Core Grade: Apply shotcrete to achieve mean core grades not exceeding 2.5 according to ACI 506.2, with no single core grade exceeding 3.0. M. Installation Tolerances: Place shotcrete without exceeding installation tolerances permitted by ACI 117R, increased by a factor of 2. 3.08 SURFACE FINISHES A. Extent of Finishes: 1. Typical finish: Float. 2. Surfaces concealed in completeld work may be left unfinished (gun finish). B. Gun Finish: Textured, uneven, natural finish to exposed surfaces. C. Float (Rod) Finish: Rough - textured finish obtained by cutting or screeding exposed face of shotcrete to required plane by rod or straightedge after initial set. 3.09 CURING A. Protect freshly placed shotcrete from premature drying and excessive cold or hot temperature. B. Start inital curing as soon as free water has disappeared from shotcrete surface after placing and finishing. C. Curing Exposed Surfaces: Cure shotcrete by one of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for at least seven days with water, continuous water -fog spray, water - saturated absorptive covers, or mositure- retaining covers. Lap and seal sides and ends of cover. 2. Curing Compound: Apply curing compound uniformly in continuous operation by power spray according to manufacturer's written instructions. Maintain continuity of coating and repair damage during curing period. 03371 -7 SHOTCRETE o;:,J...;,vV;.k,.a4 +.�,ra�.�:sic'.V %y'.i��ti, ::i.d�t:c,�w.w�s�.•• :,:auJ :` at1�4r`. i9�+w+r'4nra+Href�t'y�.wa,6:r`u ..,. '• , . ,.. a�r•+. , .w eL'::wfJ`w °...,:.•�:.�ta Bon Marche Southcenter 2/10/03 Tukwila, Washington D. Curing Formed Surfaces: Cure formed shotcrete surfaces by moist curing with forms in place for full curing period or until forms are removed. If forms are removed, continue curing by methods specified above, as applicable. 3.10 FORM REMOVAL A. Forms not supporting weight of shotcrete may be removed after curing at not less than 50 degrees Fahrenheit for 24 consecutive hours after gunning, provided shotcrete is hard enough not to be damaged by form- removal operations and provided curing and protecting operations are maintained. 1. Leave forms supporting weight of shotcrete in place until shotcrete has attained design compressive strength. Determine compressive strength of in -place shotcrete by testing representative field -cured specimens of shotcrete. 2. Remove forms only if shores have been arranged to permit removal of forms without loosened or disturbing shores. B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form - facing materials are unacceptable for exposed surfaces. Apply new form - coating compounds as specified for new formwork. 3.11 FIELD QUALITY CONTROL A. Owner will engage a qualified independent testing agency to sample materials, visually grade cores, perform tests, and submit reports during shotcreting. B. Air Content: ASTM C 173, volumetric method or ASTM C231, pressure method; 1 test for each compressive - strength test for each mix of air - entrained, wet -mix shotcrete measured before pumping. C. Shotcrete Temperature: ASTM C 1064; 1 test hourly when air temperature is 40 degree Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 test for each set of compressive - strength specimens. D. Test Panels: Make a test panel, reinforced as in structure, for each shotcrete mix and for ech workday or for every 50 cubic yards of shotcrete placed, whichever is less. Produce test panels with dimensions of 24 by 24 inches minimum and of average thickness of shotcrete, but not less than 4 -1/2 inches. From each test panel, testing agency will obtain six test specimens: one set of three specimens unreinforced and one set of three specimens reinforced. 1. Test each set of unreinforced specimens for compressive strength according to ASTM C 1140 and construction testing requirements in ACI 506.2. 2. Visually inspect each set of reinforced shotcrete cores taken from test panels and determine mean core grades according to ACI 506.2. 03371 -8 SHOTCRETE do:iaki.ic: ,vur. • '41:^ vr..w t. $414,14414 e; a Bon Marche Southcenter 2/10/03 Tukwila, Washington E. In -Place Shotcrete: Take a set of 3 unreinforced cores for each mix and for each workday or for every 50 cubic yards of shotcrete placed, whichever is less. Test cores for compressive strength according to ACI 506.2 and ASTM C 42. Do not cut steel reinforcement. _ w F. Strength of shotcrete will be considered satisfactory when mean compressive strength of 6 each set of 3 unreinforced cores equals or exceeds 85 percent of specified compressive U O strength, with no individual core less than 75 percent of specified compressive strength. co W J w° 2 3.12 REPAIRS c A. Remove and replace shotcrete that is delaminated or exhibits laminations, voids, or z ILI sand /rock pockets exceeding limits for specified core grade of shotcrete. H O zi- 1. Mean compressive strength of each set of 3 unreinforced cubes shall equal or exceed design compressive strength with no individual cube less than 88 percent of specified compressive strength. 1. Remove unsound or loose materials and contaminants that may inhibit bond of ? o shotcrete repairs. Chip or scarify areas to be repaired to extent necessary to provide U sound substrate. Cut edges square and 1/2 inch deep at perimeter of work, tapering o H remaining shoulder at 1:1 slope into cavity to eliminate square shoulders. Dampen w surfaces and apply new shotcrete. i_., U H B. Repair core holes from in -place testing according to repair provisions in ACI 301 and w B. U = O~ match adjacent finish, texture, and color. 3.13 CLEANING A. Remove and dispose of rebound and overspray materials from final shotcrete surfaces and areas not intended for shotcrete placement. END OF SECTION 03371 -9 SHOTCRETE w Bon Marche Southcenter 2/12/03 Tukwila, Washington 1.02 REFERENCES z PART 1 GENERAL Z cd 6 J U 1.01 SUMMARY U 0 co A. This specification is intended for use in defining the requirements of structural strengthening using a fiber reinforced composite (FRP) system. co � w 0 13. The contractor or subcontractor shall furnish all materials, tools, equipment, transportation, 2 necessary storage, access, labor and supervision required for the proper application of the g composite system. N d 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. Z O w • W 0 O T. A. American Concrete Institute (ACI): w W H r- 1. 503R -93 Use of Epoxy Compounds with Concrete I 0 W z 2. 546R -96 Concrete Repair Guide V 0 B. American Society for Testing and Materials (ASTM): z 1.03 SUBMITTALS SECTION 03651 FIBER REINFORCED EPDXY COMPOSITE MATERIAL 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 Contractor's submittal shall include all of the following. 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. 03651 -1 FIBER REINFORCED EPDXY COMPOSITE MATERIAL e Bon Marche Southcenter 2/12/03 Tukwila, Washington 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 Z and the system's manufacturer. _ f— Z 5. Installation instructions, maintenance instructions, and general recommendations 0! tu regarding each material to be used. J U 0 6. Written verification from the system manufacturer that the applicators have received co 0 the required certifications and training. J = H B. Complete shop drawings shall be submitted for each installation of the composite system. w O The shop drawings shall contain details of the number and thickness of layers, joint and end 2 } details and locations to be applied as per part 3 of this specification. g J ii. a C. System manufacturer's Quality Control Manual in compliance with ICBO AC10, d "Acceptance Criteria for Quality Control Manuals." H = Z H D. Design calculations for the composite system shall be submitted for approval by the Project Z O Representative, and shall be stamped by a structural engineer, registered in the state of Ill aj Washington. Calculations shall conform to requirements set forth in the ICBO ES D C) Acceptance Criteria (AC125) and be based on the design modulus and area of the 0 composite to be installed. The cured composite system shall be designed according to the a H manufacturer's published data and materials certifications. Design values must be within w w one standard deviation of the calculated mean determined from the test results received H U from the ASTM D3039 test specimens (see section 3.07.0 of this specification). u_ ~O .• Z E. A list of a minimum one hundred (100) completed composite strengthening projects U 2 completed with the manufacturer's composite system. The list should include at a H minimum, the dates of work, type, description, location and cost of work performed. z F. A list of a minimum often (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. 03651 -2 FIBER REINFORCED EPDXY COMPOSITE MATERIAL Bon Marche Southcenter 2/12/03 Tukwila, Washington 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, 03651 -3 FIBER REINFORCED EPDXY COMPOSITE MATERIAL il.YIDKNt'x1iW+Y41.J1.� Bon Marche Southcenter Tukwila, Washington 2.03 OTHER MATERIALS PART 3 - EXECUTION OF WORK 3.01 GENERAL - Composite system is required to satisfy: ASTM E84 Class 1: Flame and Smoke Spread, ASTM E119, and certification by Underwriters Laboratories. 2/12/03 F. Finish Paint: Paint formulation and color to be determined by the owner. Paint to be ultra- violet (UV) resistant. 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). 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. 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. 03651 -4 FIBER REINFORCED EPDXY COMPOSITE MATERIAL ':• i" 4M�1• Jbl 'U+'.f•Y'rYtii•• <.•.� ...n Bon Marche Southcenter 2/12/03 Tukwila, Washington 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. Z 2 B. Verify ambient and concrete temperatures. No work shall proceed if the temperature of the W 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 -J U 100 °F at the time of mixing or as specified on the component labels. When air temperature U 0 is outside the prescribed range, other measures must be employed to ensure components' w temperature is maintained within this range. 1 F , C. Prepare the epoxy matrix by combining components at a weight ratio specified on the W 0 manufacturer's labeled units, with an allowable tolerance of ± 10 %. The components of Q Q epoxy resin shall be mixed with a mechanical mixer until uniformly mixed. Components LL that have exceeded their shelf life (as designated on the material label) shall not be used. cl D. Saturation of the fabric shall be performed and monitored according to manufacturer's Z H specified fiber -resin ratio. A previously calibrated saturator can be used to achieve the O specified ratio. Fabric shall be completely saturated prior to application to contact surface Z in order to assure complete impregnation of fabric. Saturation shall be supervised and checked by the properly trained representative of the installer. U O N E. Both the epoxy resin and fabric shall be measured accurately, combined, and deposited 0 1— uniformly at the rates shown on the approved working drawings and per manufacturer's = W recommendations. The composite system shall be comprised of fibers completely saturated F- H with epoxy resin per proper ratio. The fiber reinforcement shall be pressed onto the �- 0 concrete surface to achieve intimate contact. Entrapped air between layers should be released or rolled out before the resin sets. U 0 F. Quality control procedures: A trained field supervisor shall observe all aspects of onsite Z 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. 03651 -5 FIBER REINFORCED EPDXY COMPOSITE MATERIAL Bon Marche Southcenter 2/12/03 Tukwila, Washington 3. Clean up and protect area adjacent to element. 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 03651 -6 FIBER REINFORCED EPDXY COMPOSITE MATERIAL 7tino.isHk+m�t�':MUr, -o-e 4Hl r Bon Marche Southcenter Tukwila, Washington 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 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 A. Installers: 2/12/03 1. 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. Complete report and submit to owner, engineer, and system manufacturer. B. Inspection: 1. Certified Special Inspector, approved by the City and Engineer of Record, shall continuously observe all aspects of preparation, mixing, and application of materials, including the following: 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 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 nun in size and which are not localized, do not require corrective action. See Sec 3.08 for repairs. C. Laboratory Testing: 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 03651 -7 FIBER REINFORCED EPDXY COMPOSITE MATERIAL 4 Bon Marche Southcenter 2/12/03 Tukwila, Washington 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) 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. END OF SECTION 03651 -8 FIBER REINFORCED EPDXY COMPOSITE MATERIAL COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Structural Calculations for the FILE COPY Bon Marche Southcenter Lower Floors Upgrade William Polk February 17, 2003 Project S01- 0930 -02 EXPIRES 7/25/03 Prepared by: John Smith Rebecca Hix Collins Cr of NOLA APPROVED MAY 2 2 2003 AS NOTE RECEIVED CITY OF TUKWILD; FEB 1 9 2003 PERMIT CE3,ITEF, 03 4�YiX FEB 2 1 2003 REID ",1In1r1I (`r o 5 7 COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Bon Marche Southcenter Lower Floors Seismic Upgrade Structural Calculations Table of Contents Lateral Analysis L1 -L19 Existing Building L4-L10 Seismic Upgrade L11 -L19 Wall Calculations W1 -W12 Concrete Wall W1 -W4 Fiberwrap Walls W5 -W12 Diaphragm Calculations D1 -D34 Second Level (worst case) D15 -D30 Roof Level D31 -D32 Third Level D33 -D34 L% G: .L, tC%i'Av' ��k.{ :+...4...n.a4wbr.�5w��ii:1L.G31 miaJ .l7l'L:�G+oe3lY:Luux:..`+'1i " •. • :•'t/• •. ., .. ' J • �jy �•.1 :. +`+' 4..r • COUGHLI NPORTERLUN DEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Lateral Analysis :. is�iL,:":�:,ia�cuu .si::.iia3.:.b:W., - :,,i:.':. : ::Lou:::::Wb•W:: <�....::viiw.�e Z 0 ._ • Z • W W JU O 0 u) 0 : (/) = J 1 • u_ W0 g J. u_ Q • D �W Z � I- 0 Z I- LL) Lu U O O (12 O I-- WW O ..Z W = . Z O I- • / /2/91:26 7z) LOWER. f- COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY S / -/ / 78 • G,e • AN .8u /L.,D /N P2o,r3LC - /-1 P ' EXIST /AJ B /`,a/,k) 6 6A/6/s 7".s op - �216/N L. „e1-1/ ',A 4 -t ✓•`fo/7iGicAr /e "Is uP rD ZGb - �1 P,e4 ,C-4 �is/y /c- /e Erg QF /T /LFo,PJ t ' /A) ilpti7 / /iv 6 1 Z0, ZOO / /I/iSQ ti . gq/7 - N OUR K.E - S Pie E,17/7.571B S 1..1f/ c c / cES, CAP•44-,r /E $ S7 P LgN s S,/,/OW w�LL �DecES Dc . 's 6 /z/v=s' /e4 Y /4 c '6 7E 7 - ,- y / v >eau w / LL ,4z .8a ,PF2FD2 t ff ,8 EF5YLO Tff E let.✓ 2 I40e7e -V 1-/P ( j Leu 647/ON S PLA S, , ,Pe / 7 ex ,c3 u/`piN 6 * Co s/y'e� /c. i s E/'101aE'L t.✓EzE 51./13/1/77 u.s 1'Z E ' e A-7-e y )—d PG 4- a p foe-- - • SD /6 9 SO -6 6 • 1 L)' E EC 61-1 /LP /N 4. Ccns/'��'T /G 7g. a' A/ ) �„0 ALL - CO/14/26 PAier 4 ,4- 7 - iii /S Pe/err/7 - Pe rEK- /`7,NE / 8 E2 w,eALP Neff O EX> l/ f/Ny) O �✓ CewG/Z E75 I.✓A LL S GN ,0 /AP 1/4 /"J P/1a✓/p4 5 2uTS AS N�� - viY2 SEA' 4e-re // 4 lo%.4J5/L Ci es G/Pd7/4 #1 Project ,134N I .0 5.3a uT,/!.'tE At.. / 7f' Designed By: le? 1)6,_ Date U -/8 -- OZ Project No: • Client V„/, y ) e. n5soc. Checked By: Sheet L'"( of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 LOWER FLOORS UPGRADE WALL ID NUMBERS Project: Project No: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY /L,D /A M Law e2. rt_oo4.s ! 2R.pe Designed By: Date • Client Checked By: Sheen ^ K of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 EXISTING BUILDING r w Summary of wall stresses for determining fiber wrap option Ews T"N 4 $ci/t .s" 4 OV La wen. /sir -s capacity of fiber wrap= 4.64 kips /ft per layer check if wrap reqd. (p$ ) (. Si) . Ag (l(f ro2X �,_ °�. vowel • tis1 a S DQJI Vi a (40,41(:0::4 • 12 1894 750 Roof to 3rd W -5 168 W -6 144 W -7 24 W -8 24 W -9 72 W -10 24 W -11 72 6000 60000 0.2 4 6000 60000 0.2 4 6000 60000 0.2 8 6000 60000 0.44 8 6000 60000 0.44 8 6000 60000 0.44 8 6000 60000 0.44 12 12 12 12 12 12 1077 121 169 1240 166 1261 514 86 171 514 171 514 Mtn 968 1717 1.10 177 1.05 say ok 829 1343 0.80 -266 not reqd 138 224 0.54 -103 not reqd 304 475 0.36 -306 not reqd 912 1426 0.87 -186 not reqd 304 475 0.35 -309 not reqd 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 2nd to mall W -1 17 8 5000 60000 0.31 15 26 111 121 232 0.11 -206 not reqd W -2 17 8 5000 60000 0:31 15 26 111 121 232 0.11 -206 not reqd W -3 16 8 5000 60000 0.31 15 44 104 114 219 0.20 -175 not reqd W-4 16 8 5000 60000 0.31 15 44 104 114 219 0.20 -175 not reqd W -15x 72 8 5000 60000 0.31 14 1973 469 551 1020 1.93 953 13.23 3 W -15y 120 9 5000 60000 0.31 15 1850 880 857 1737 1.07 113 0.94 1 W -16x 42 10 5000 60000 0.62 10 543 342 900 1242 0.44 -699 not reqd W -16y 24 10 5000 60000 0.62 10 406 196 514 710 0.57 -304 not reqd W -17x 72 8 5000 60000 0.31 14 1915 469 551 1020 1.88 895 12.43 3 W -17y 120 9 5000 60000 0.31 15 1830 880 857 1737 1.05 93 0.78 1 W -18x 42 10 5000 60000 0.62 10 588 342 900 1242 0.47 -654 not reqd W -18y 24 10 5000 60000 0.62 10 423 196 514 710 0.60 -287 not reqd W -19 24 8 5000 60000 0.31 15 170 156 171 328 0.52 -158 not reqd W -20 62 8 5000 60000 0.31 15 480 404 443 847 0.57 -367 not reqd W -21 62 8 5000 60000 0.31 15 498 404 443 847 0.59 -349 not reqd W -22 24 8 5000 60000 0.31 15 129 156 171 328 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 1 ETABS Undeformed Shape April 18,2002 8 :58 z w re g J U 00 LU J LL W O }r LL Q � = F.. W Z = F- O Z F- UJ O - � W W H� U. O W Z U- 17 6 z ETABS (JG2 = !SW rd: tl. • a. , : ::ri 2 itfir ..T !C?� ':iF.i `4 .:! S'•',tr' 1! i ,Oct =0.8© Dce= Qi E X L EVEL, V/A ETABS 6.23 Flle: DON2D.PST Undeformed Shape March 20,2002 12:42 L--'1 STABS N ft (NI 1/59 49 V IMI N 80 Pc.ex. 0137 2161 18 14 P.1 , 4E V&Z... C-t-S ETABS 6.23 File: BON2D,PST Undeformed Shape March 20,2002 12:41 . ETABS ETABS 6.23 File: BON5.PST Undeformed Shape March 20,2002 12:39 I 1 / / / 24' Oa. =012C1 lig 14 2/1/ IL. Dot =e).zo Exis 4 I I \ 0 Dcre= o/17 peg =1.2e / "1/12.4. \NMI-LS ETABS Undeformed Shape March 20,2002 12:35 Y r. Dc 'sZ \ \ 2-45 filmnflmt4 f • 1;1 gi Ft . ■1, • • ;.f I t•; • ;12`. 0 it) 1 pazz I / / / La 3 pc. bid/ 3 3 " pcz tto,o1 tJ 0 111 41! 4 % . / 1 ••••57 9 pag= ETABS672 T ea Project Project No: L en \ ER__ .F e, 5 COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY Designed By: Date • Client Checked By: Sheet L -1( 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 + tiauw.,ti1.::ixddu. "u..,r Summary of wall stresses for determining fiber wrap option AMID • DeitaN : +; N = •44):, Roof to 3rd W -5 W -6 W -7 W -8 W -9 W -10 W -11 168 5 6000 144 4 6000 24 4 6000 24 8 6000 72 8 6000 24 8 6000 72 8 6000 60000 60000 60000 60000 60000 60000 60000 0.2 0.2 0.2 0.44 0.44 0.44 0.44 12 12 12 12 12 12 12 1748 1064 123 173 1203 168 1281 750 514 86 171 514 171 514 968 1717 829 1343 138 224 304 475 912 1426 304 475 912 1426 1.02 0.79 0.55 0.36 0.84 0.35 0.90 31 -279 -101 -302 -223 -307 -145 0.18 not reqd not reqd not reqd not reqd not reqd not reqd 3rd•to 2nd Floor W -1 17 8 5000 60000 0.31 15 162 111 121 232 0.70 -70 not reqd W -2 17 8 5000 60000 0.31 15 162 111 121 232 0.70 -70 not reqd W -3 16 8 5000 60000 0.31 15 12 104 114 219 0.05 -207 not reqd W-4 16 8 5000 60000 0.31 15 9 104 114 219 0.04 -210 not reqd W -12x 48 8 5000 60000 0.31 15 610 313 343 656 0.93 -46 not reqd W -12y 120 9 5000 60000 0.31 14 2280 880 918 1798 1.27 482 4.02 1 W -13x 48 8 5000 60000 0.31 15 584 313 343 656 0.89 -72 not reqd W -13y 120 9 5000 60000 0.31 14 2280 880 918 1798 482 4.02 1 W -30 120 8 5000 60000 0.44 10 2522 782 1825 2607 0.97 -85 not reqd 2nd to mall W-1 17 8 5000 60000 0.31 15 131 111 121 232 0.56 -101 not reqd W -2 17 8 5000 60000 0.31 15 131 111 121 232 0.56 -101 notreqd W -3 16 8 5000 60000 0.31 15 21 104 114 219 0.10 -198 notreqd W-4 16 8 5000 60000 0.31 15 21 104 114 219 0.10 -198 not reqd W -15x 72 8 5000 60000 0.31 14 1806 469 551 1020 1.77 786 10.91 3 W -15y 120 9 5000 60000 0.31 15 2136 880 857 1737 423 399 3.33 1 W -16x 24 10 5000 60000 0.62 10 284 196 514 710 r 0.40 -426 not reqd W -16y 0 0 5000 60000 0.62 10 0 0 0 0 #DIV /0l 0 not reqd W -17x 72 8 5000 60000 0.31 14 1758 469 551 1020 1.72 738 10.25 3 W -17y 120 9 5000 60000 0.31 15 1864 880 857 1737 1.07 127 1.06 1' .t W -18x 42 10 5000 60000 0.62 10 568 342 900 1242 0.46 -674 not reqd W -18y 24 10 5000 60000 0.62 10 420 196 514 710 0.59 -290 not reqd W -19 16 20 5000 60000 0.31 15 288 261 114 375 0.77 -87 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 15 487 404 443 847 0.58 -360 not reqd W -22 24 8 5000 60000 0.31 15 376 156 171 328 1.15 48 2.01 1 mall to fndn W -1 37 8 5000 60000 0.31 15 276 241 264 505 0.55 -229 not reqd W -2 37 8 5000 60000 0.31 15 293 241 264 505 0.58 -212 not reqd W -3 16 8 5000 60000 0.31 15 8 104 114 219 0.04 -211 not reqd W -4 16 8 5000 60000 0.31 15 8 104 114 219 0.04 -211 not reqd W -18x 448 12 5000 60000 0.4 13 5192 4379 4764 9143 0.57 -3951 not reqd W -18y 552 12 5000 60000 0.4 13 5675 5396 5870 11266 0.50 -5591 not reqd say ok bonsc- wall.xls ir y+' { bonsouth2dp /_ L /E/2 -/gloo(ds aPO 2.4Pe capacity of fiber wrap= 4.64 kips /ft per layer check if wrap reqd. 4/18/02 8:51 AM ETABS STAB 6.23 File: BON2D.PST Undeformed Shape January 17,2002 10:30 z ~ w 2 JU 00 NO J W gQ = a �w z = � z I— W Lu 0 - 0 E- W .• z W O~ z .,ETABS �cy A" ‘tiag Y 4 peg's AFrei CNG2Ere 1,Jo/L.14. Our r&e - Fa2E F,1 eft > X G hah i e �� shear f rom Ex. 234.4/di ETABS 6.23 File: BON2D.PST ,DG2 -J #oZ J�yB" "ic_ -- =;_ .t: ?;]1“: : .. `f. ......_.. =5� .�4•r_:....,�,�fC,�. i:,'.... r z_oale g • Undeformed Shape March 20,2002 12:42 4 o It y 4.. ( -13") (.-2k� A n � m O /� II o DG� = O , 7, Dc.,G'O1 C\ V \.i Q N /Olo K' / 23 14 ty Q y WAnL5 LEVEL., .vt • i•� : Y +Wv.. - -ETABS ' p ,2 s / /Pr"E,t CoNtge-r-s Oarz..te,.. /36, 7 - i 3E'Fc?/2 ' `/,s a.t.JoAP X r ETABS 6.23 File: BON2D.PST (-267s) =6170. \ \ 142. t Undeformed Shape March 20,2002 12 :41 . (- zc ;'`) / D412%. 0,70 l62" 1 tee =6,61 ( -7-1 . (X k ` = 04.073 6; )•, Shea.- L- D �.J E J� / L.GYj /"•0$1 Ex. ,$aild;n j LI P G 12.91pE ,C) don. C: Ex uAint. !t:: , tn...::> >;i;.,.rr.:it.:3 ✓ /L6'td .N1= :iY!.. S's�.1F`< it >ul::v�tJdtt;L fla.. rs< iri:,:5'eliGa!Ft . k: t Z LE VI A L --IS'' ETABS ETABS 6.23 File: BON5.PST Undeformed Shape March 20,2002 12:39 • pc2 s AP G o vc,e ETE LJorLiG f.3u7 B EGO g E �l3E w2�4P 131g Vomiti d0 ., \S 4 1 180(0 Q Cx1`)= Ghange. In ghca■ Y Prowl EX. Zia; /d rej >X (1 Oce =6156 \ \ 1 I I ( -23 k) AcRr. (NW 21 • 21 ,Oc,Q = 4.10 c n " ) (tna') 268 / / I I 1 \ • ao 2S V • ,pee oolo (-25:9 ( -105 " . / Ac-12=111 /3) K i' . 548 ocR =ojy6 ( -26c ) oo � 0 2 to •( -)57 K) Oct' =1i ;2 /758 °WE/2 00 2 5 PG R.9-.66 11,94.4. L g v'- L✓ A L-c. ETABS �4 pc2 s Apree. Gew 4,2 Ert 004,.g, )3tr° ,L3 - Fotor Preezt'ji41) 1 > x 64 = cj-•iar e. ;r, shear ETABS 6.23 File: BON5.PST Dc,2 =o,sg • I I I • / / • 293 ✓ <<c.v .. -i,L Jt' S.=:' t-%--;l t:« 4.:^._.. ��!_,: R'!: li ��it� 1'G:`..;Nn,:.:'j``:�ii4ii..�.; f'i: _::'�"> :, ( " pct r-Closl a IC 8 '4 DetZ =o,ay e-tcx) / • .1 I 1 \ • 5/92 � DeR= 0,54 (-a"-) Lo wks: /L i ,z.s UPG Rig Pe Undeformed Shape March 20,2002 12:35 �0 . j - z L. VEL L -17 ivXC+r r rti.i .L.us,c' ti.ru)S.ii�?iiiJ.i.::G� YYS+ii:3i i.,Ldtii' u'YLS.�.:laX+ili.dA:i:24(- iaY:i s - ti( 1: 4N L E A Li, we'!a F�.eore..s Joar2.9-, 3"� MALL 4owc A. COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY / O F .gu inq X -d;s I. 16, Wej. Fri ,D,2,,rr ,efrr/a Oty224" C, o772" /8' 0, 00o3' 01399o" O ,1 7 -6d I4,25' ©, &do e?o o. /6 89" 0,)35'9 a /9,5' 4, COO 58 0$6331 D,o331" goy i 0,t3061 a Ar; m ut•, l s s -/ ' cal /a2. i2lc. ✓ ,02ODO 0,62.000 C.) , o z000 Project ,137,t1 //F S147 Designed By: RAi . Date 3- '2o Dz Project No: Client Checked By: Sheet1. "/ of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 t f. i �5a,'r.S>a •__ �: u rut 'Ks r, =r :v' a YM A,riS t !. c1�i u4 S a .L tt_i Col. Line 22 23 24 25 26 27 28 29 1.1 *D 389 422 435 435 435 435 422 389 0.25 *L 43 29 29 29 29 29 29 43 EQ 50 31 20 13 16 21 10 5 Q *EQ 140 87 56 36 45 59 28 14 1.1 D +.25L +QEQ 572 537 520 500 509 523 479 446 0.9D -SlEQ 178 186 228 247 239 225 245 304 4)P„ comp 909 787 787 787 787 787 787 909 (I)T„ tens -530 -195 -195 -195 -195 -195 -195 -530 Comp DCR OK OK OK OK OK OK OK OK Tens DCR OK OK OK OK OK OK OK OK ETABS ETABS 6.23 i e: 2 .P T Undeformed Shape May 3,2002 17:46 > X Chi 564. 60 Lu MA) 5 �2iv L Gridline L ( -) Tension at basement at highest story LrI� COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Wall Calculations • Project: Project No: C /OAJGOE - 7 — E QA-Lt, COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY Designed By: Date Client Checked By: Sheet" I of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 �� "a'v �. i` W+ t+ ut� {fj'stv��+u�J1 +3!!iY'lbutti�: ErA13s 15 Z52 Z Lwwl) / ZO 1 L P = s - : k. 4 = 6o /c, 'V = /0 o,8 ov 4S✓e_toV 'Tr aS Project No: / v E G �,q GC W -30 3 - S 0V = / 4 Z Client: $�ec� - Pro rr7 Lc7f ./'lope, `see, hArE24 c- /QNfJz-y s S//S/ /J L!F /P Cop..45) - S /Z ' c, COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ,Oc2 = 73 (5 : g x0, 9x /26'x /Z "y,x . 6 1- xfta x e,0lGS; XO,gx J2D'x /2°/i /S 97, ?5 'IP/7Z 4 / s Try 3 " '' As =D, di/Li i.7 z -77 6& /6 ''oL S = /D " Project: ASIA) /-/,gZe,9 �G cT�CFN76 , (/S�" 8" we ..11 Designed By: 2fle- Date y- /-oL Checked By: Sheet \^!' of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343 -0460 • F:206/343 -5691 Project No: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY 6 W/?LL 3o (CON7 lD) ,vo 7T0 /41 t-.oAJA) EG T /OA) s Ex WAI) below SobtA fateC, f r'otrn Nori'i1 .3 7/6 ' wet • W3o 1 1 , - ) / 2 4 ( 3 ) ( = 3 ?/ 4 X 2.z„,, v- :- .co rc es ).77 , Al oh►^ z ,•►-, I� forces in 10 wa4 be,lo%.✓ � UG zZoo " t 852. 1c-4 G6 L/" = 3 G tL ✓ EPoxy G20uTe-A !Zoos /c /G, - 5 37/ el L. _ /7.Z kl ,2,3klf 7o --$ doU1e/s ectl, /2. is ,73 et1/owabl -c, 53 tr, crea.G a)/r Ter s ham l o0.cl .7 - iq Gckeac/'l = /, p5• . e 1A.73 L ' 7,0711— �1 G P aG, q = X l Z i re = /2,3 KM' fi Project .80"1 "14r t ,t/ e. t,7 Designed By: 2 })G Date 2/ -/D -Cl Client Checked By: Sheet 1'/ of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 - 7 ( ;: p CON NE"GT / O A.1 fl efr Le-ve.1 • \NA LL 3 D C Go^Jr' o) 1 .. " ....... ....------. n et, �C 37/6 g •gx Wa! 1 �alr/ dDWd CIS 47 0TTOh"I Farce- 4007 bate- 1 i widen G -t CG 1 -7 • //B 7' + 2527 37/ 6/ � .•. 2529 K • wa)1 ( IA) 3S) dJQ Free- ,� ��� wa 1 Project: ,(5,,0 frl cN K7# Ge-A✓7E/? Project No: , Client: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY Designed By: // Date U - / D -O - Checked By: Sheet W of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343-5691 a �./x4.iNx.a1 ^ - "3 L. rr.: o: l' i4tYnlXw. Y�S'l�iV}4awG:a�.C..n6.+cttiuc iwW:k�.4d.411>Wiadia1■atuluS • Project Project No: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY J" /l3E/2 1,32AP WALLS Designed By: Date Client Checked By: Sheet ‘" of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 Fyfe Co. LLC -plane shear strength can be enhanced by fiber- reinforced composite bonded to surfaces of w is with fibers oriented parallel to the applied shear force. Where a performance of the composite material depends on bond, the bond strength of the fiber reinfc�reomposite material to the concrete or masonry shall be a minimum of 200psi (1.4 MPaVIf bond strength is lower, special design considerations must be taken. Bond stress shall be c lb ilated based on the tension forces in the composite that are to be developed over the bond area It i ug a •tha chors be utilized at termination points of longitudinal fiber at wall ends to ensure the developni nrti the design strain and to enhance the long -term durability of the bonded n Allowances need to 'be the pressure potential wi simple equipment. If the for vapor transmission. considered. In -Plane Wall Shear Enhancement TYFO Fibrwrape Desinn Manual Property of Fyfe Co. LLC vapor transmission from walls, slabs and other elements where ex cess of 3 psi. This pressure can be measured in the field with i) in excess of 3 psi, allow 30% of the surface area to be clear ea climatic conditions and field conditions should also be An efficiency factor, k, is used in the de i o`f m-`p ane wall shear to account for the optimum placement of the composite to the wal urface. a most efficient design is to carry the composite around the wall ends and compl8 ly bond th aterial to both sides of the wall. This case will allow an efficiency factor of k = 2. \If the c ii posite can be carried around the wall ends, but only bonded to one side of the wall, t ee; fficiency factor is k = 1.0. The least efficient option is to bond the composite to only one face of"tfi 'll resulting ink = 0.75. Typical details are provided in Appendix B. Nominal shear strength enhancement provided by the comp s'tips), V: Composite Properties: Member Properties: (DV = cl3kftl Eo = guaranteed design modulus (ksi), see page 3030 IBS; e = 0.004 (max. allowable design strain for shear petCBO AC122 f = E = corresponding guaranteed design stress of the. mposi ( k = efficiency factor (see above) 0, '� 5 t = composite thickness (inches) 0, a 5'; / 1 1 = length of wall section parallel to the applied lateral force (inche = 0.85 for shear applications per ACI 318 = ksr dA = 0,2)5/.. (3/75 A /2.,12 Ks; X C3i ;r, / la x /Z t ` II y , 4y I4J FeeN /ay 5e-if S P.P E #7,1a S gee /12 /� mot= L4)/&45; "-?4P& D /* C tAil."G ® Copyright 2001 Fyfe Co. LLC. 7 -01 Reproduction by written permission from Fyfe Co. LLC only. All rights reserved 17 Tyfo and Fibrwrap arc registered trademarks for the products of Fyfe Co. LLC \f- >i.na:��a Le«wamw?awkx�tmm *kr. "✓/ System Na Description Typical Test Values Guaranteed Design Values Ultimate Tensile Strength, f Tensile Modulus, E Ultimate Tensile Strength, f 1 Tensile Modulus, EG Composite Thickness T fo H,S y ® S ri mar glass fiber, tth aramid fiber 90° 83,400 psi (575 MPa) 3.79 x 10 6 psi (26.1 GPa) 66,720 psi (460 MPa) 3.03 x 10 psi (20.9 GPa) 0.05 in. (1.3 mm) Tyfo SEH -51A Prima? Yasst iber, Zvi h'� fiber 9 83,400 psi (575 MPa) 6 3.79 x 10 psi (26.1 GPa) 66,720 psi (460 MPa) 10 3.03 x 10 psi (20.9 GPa) 0.05 in. (1.3 mm) Tyfo SCH -35 Primary r fi 0° 143,700 psi (991 MPa) 11.4 x 10 psi (78.6 GPa) 122,145 psi (842 MPa) 9.69 x 10 psi (66.8 GPa) 0.035 in. (0.89 mm) ® Tyfo SCH -41 0 ° m ary carbo ec 0° with aramid fiber 141,700 psi .(97 a) 10.9 x 10 psi (75.1 GPa) 120,445 psi (830 MPa) 9.3 x 10 psi (63.8 GPa) 0.04 in. (1.0 mm) Tyfo SCH -41S Primary carbon fiber, . 0° with aramid fiber .90° / ''`. 1(27,000 psi I76 MPa) 10 10.5 x 10 psi (72.4 GPa) 107,950 psi (745 MPa) 10 8.9 x 10 psi (61.5 GPa) 0.04 in. (1.0 mm) T fo WEB y Primary glass fiber, 0 °/90° 44 psi (309 f ,...,,, 2.80 x 10 psi (19.3 GPa) 35,840 psi (247 MPa) 2.24 x 10 psi (15.4 GPa) 0.01 in. (0.25 mm) Tyfo BC Primary glass fiber, ±45° 40,500 psi (279 MPa x 10 psi 1 .0 GPa 32,400 psi 223 MPa 2.16 x 10 psi (15.2 GPa) 0.034 in. 0.864 mm) Tyfo ® UC Strips Unidirectional pull - formed carbon /epoxy composite 405,000 psi (2.79 GPa) `""" 10 22.5 x 10 psi (115.1 GPa) 364,500 psi \ (2.51 GPa) 10 20.3 x 10 psi (103.6 GPa) varies ® Tyfo UG Strips Unidirectional pull- formed om osgeass /epoxy P 130,000 psi (896.3 MPa) 6 6.0 x 10t.psi/ (41.4 GPaK 117,000 psi (806.7 MPa) 5.4 x 10 6 psi (37.3 GPa) varies Fyfe Co. LLC TYFO Fibrwrap Design Manual Table 1: Material Selection Chart ® Copyright 2001 Fyfe Co. LLC. 7 -01 Reproduction by written permission from Fyfe C A11.rigllts reserved Tyfo and Fibrwrap are registered trademarks for the products of Fyfe Cq L C,' =h'�� ,.�f z " ",`id'i>'.L: �: ;;��.;1„ �' �tse�'!'��Gi:rgil:�rc,��;;k a'i e.�e�tixi &a:i. Property of Fyfe Co. LLC Guaranteed Design Strength, f, is at the ultimate strength of the material. Most designs overned by train limitations. See page 7, "Material Selection" Additional Tyfo Products are available for custom designs. Please contact Fyfe Co. LLC f , assistancre. Fife Co. LLC TYFO Fibrwrap Design Manual Property of Fyfe Co. LLC Mechanical Anchorage fo FibrAnchors are an exclusive development from Fyfe Co. LLC that enhance the long - tey'b durability of the bond between the composite material and the surface to which it is being lid. They also provide additional shear strength at discontinuous ends of composites in the r ber direction. FibrAnchors are suggested for use in "bond - critical" applications such azns ,slabs and walls. Tyfo Fib chors are applied by first drilling holes at designated locations ( 0, 3" depth typical) d in the surface preparation stage. The holes are cleaned along with the surface and filmed �Tyf4S, a thickened epoxy. The first layer of composite is applied as per the specl caticstls dry fiber anchors are then saturated and inserted into the predrilled holes through the first laye o n t.11ed composite, bent end first, with the free ends protruding out. The free ends ar'e,,spf u ards in a circle, with an approximate 3" radius. Additional layers of composite mat it are hen applied over the splayed anchor and allowed to cure. This results in a composite "nail ". e endix B for a typical anchor detail. FibrAnchors are spaced according to the bond str 'rements. In addition to Tyfo FibrAnbrs® conventional mechanical anchorage systems may be used to achieve similar design goals. Consult with F e Co. LLC design engineers if any questions arise concerning the use of Tyfo FibrAncho • or-co ventional anchorage in conjunction with the Tyfo Fibrwrap Systems. ® Copyright 2001 Fyfe Co. LLC. 7 -01 Reproduction by written permission from Fyfe Co. LLC only. All rights reserved 19 Tyfo and Fibrwrap are registered trademarks for the products of Fyfe Co. LLC e 1n/ 3 is Project: Project No: 4/S 4/C` S hear r57 Wad fry'i dta phrurrn ea ks (Fait/4 /78 d8 rinQhd) J/ OZO rt S / h - ear CapaGTy _4'm -r-7 sP reuc�.s h _1" (e-. wat 6apa41 - 0 /1 Z.65 S � ear cape e;) /a pro v; d ed b P be de Le f1, ot- waJJ _ 72 I W A 4LLS l5x 0 /7x 1 SEcc...vo / w? — �.c3&2 r.✓,eAy 7z.` Cohen)n it \..J cs-i /2' Ze 6i) 4 Ver-i- /3.1eS ca /1' COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY vd eman = 7/'x 22'11 ." i z 4� = 2-r ll = O, 85.2 4 000 r x zz v �z ,r zgiq Y demand v 0\61 ✓� - gberwry nod hced ec1 G Ga /urorlS LA yEes of P hve,rs / /2.8 1 /4g 'V Payee x72, Client: 3,3S V /ta cl Designed By: jZ hie_ Date 5 3' -OZ_ Checked By: Sheet 1'1_ e 1 of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 3 a 0. 8 U Project Project No: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY ZZS& L --J 8'` WALL- )2y 413 aE2W24P Levu 3 S h car demand ; r» Shur e etpac ;/y 4)4 Ex ‘,.Ja.l) Sh eAr capac;1y k be_. frov;cle 4 ki L-wall = /20 96 , fo i bet wr'ay peA 2y . 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'r.�. �t�i.. n� eriK�, }f fr .ctt'aa:x4✓.:.'.L's?,i:�.'j2y i� +rtP�1>dF ss hi I aa C E 8 Project: Project No: 1 fey' S hear frorr, 4 K o ver COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY ink, dia by ) al AS/am Conr»c,-//ar Designed By: yG Date 2,/-17 -07 - Client Checked By: Sheet ''`/- l i of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 _._ ._..._..._.:._._.....�...�_,._. is��... ��... i.; ......u.i..a._..:..i.*d..ii,: :Y}i:.L:..� ?Y.r dr li.244':...iL:.uya. ::i .u.trul3e: l�ia �e«k:!Y4�'I d C U is `I- ZZ Le-ve-i- 3 -- e2 i.jrz shear shear shear- t ,„, l/ z L Y' q C olumns evtcls d C JI lZ ww& " A l) d' // # ?3 4)es derria.► -? d :,"? wet II p 7fro+ Spread5h ee ce..e4clfy of ego Walt e_etPaclfy 7 e ,be. ere, tr ;dcc/ U 1;19erory ydoo pa," -- 145) 3, o tL V, = C, >3Sn z '! x /8/54/2. Z3, Z ip fib orae riot 6ec.d e.d �a /urnns Project: ,(S,,,,, Project No: 0`7si2 r.NF' 6eNT/fCEN7p'' Client COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY - Lower /r - 2.4:•, Designed By: ,2i/c. Date z/- '8.62_ Checked By: Sheet I/- l").- of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Diaphragm Calculations . : • " • • 'd . . , „ . •, — • ;. , „ • - ' • " • • 0 • G 0 /A P 2 /7 AZV 5 / :� • 6094 Gu L�¢T& SHEh' 1�- /`70V /.v El F2er1 /Td /0/4-PN .ef74r9 7`6/Fger -J Wf}GC_ • Sew EX et nip Ca/C.- ° A A i.'s 1,44v E' SNewrz. Fee Au. L....41 1-4S 4 1-61- 11-47E . // # 6 /'-9 C�Ali4 G/7"/ • 7- 5 / P/ 4.9 U ALrb,C. /1/ E 1 TD / /.9 6 640485 • G A LG u LA rE GI/679-2 sB "o ,D.,e7P/7 6,1 4i!Ae / // - 9..v7 L#v ry • 1,Jo2.5 T 4/is 1' /s .2 / 6NT .0.1E2c,-- TO W., GLS . C = ��pae: / - / ( D /, d SSE /1.4,ee ,.0a TAi1-4-4> Project: ,8v/Li 1 �w Sau c. &A) 7-8-,e . Project No: Client: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY Designed By: g/-/G Date 4f -JO -cJZ• Checked By: Sheet 0- 1 of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 ., �es:ilr::514yS ^�ul i• U - xA/lPGE; LL- aN ‘,2/ p L 4 A T RooF Shear enfer;01 • A ? 3 LEVEL \/ --- sib v 0. s, 3r o 2 -41 L-EVcL �V6 Project: 6oA) / i-1 Project No: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION W at ll Cram eco-1 = V _ //87 wd 11 )turn c bar nraq v✓� V6` • =Vel ;"V., Vaz - V6 - Vo. Client: 37J6 / /87' zsz9 S f}-EA/L /.v L4 w, �d2 = \f `/ 37/G, 305Z ;1VdM Vc - Vc " "6to9 t in /d ci;"Thraljrr'► Glo 5--& i z Z5)3 E t-3 ?6" V is regal iv[. r . S he,cr is lect.v:o trd4%I 4 erg • f " e - i - r ph r .A m � Designed By: Rh/C. Date 3 - 27 Checked By: Sheet \D - I of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343 -0460 • F:206/343 -5691 ETABS Undeformed Shape March 20,2002 12:42 > X .1,1r6)1.11grall'.VIMO:E7W1113 1\ 0 Ist ,11 3 vg-ioe0q A /1 re e l cilelphrTior) )) A L V . )23 ' . ROO p" Di4q 4' 4441 0 Li s L�LJ 0- 3 ETABS 6.23 File: BON2D.PST ' ETABS ram v acsiI d t' 1 i nfo citoroo 4— y e,z"x z Z zw,tL Tofd inw.etl IzzK J 7 a lre G 11 25Z9 K ;rem diAphrojw+ in to ..gall e: . • ST Y::/6Z, .cra rr) c c p h V 'Zb2 V try c;aph 1 I 1 / / / \Li 216- troth c►tap -'e" Woe 11 IL • f�� 411/23 h w0. it ri fl� Undeformed Shape March 20,2002 12:41 4 M 0 0 5 0 y y I 3": LEVEL P,Ap »EA4/ LJ . ETABS /6Z w a l l 3 1 4 . � Z11L )no d.laphra4N x '� 3 ' 6. ��� /'866 117581 train' d + a ph >wull . n • ;n wan nboVL zse, it.. 374 t g,41116 !Cue) 305Z info 4laphror 2 $y 14 +5 - 64: 5 '' fr .:• . 3 i-rom wall 4-o CI.top6 'f 289` 9 1L rem wR/ From wo.11 Undeformed Shape March 20,2002 12:39 1: V n 3 1 IL -from a iaph h s J ■0 s 3 1756 • 4.a,►, Jripb vwa /1 2. p= LEVEL AnPH ,Ja.II5 Lelow D -S iv? 1 8 ZI 'e- 0.bov e /3 4 Ft 'i sFi 7!t iJ _°a`s ITZR1111: 1t7:1- %, Eil i id ti = t SL+4c'r 519Z K folal 4 /N/6 14 i+ wallsaAwe. "7,9 lc �rar^ d (.12 h- �i„raiI Y k. '1 I-Farri JAII d+aph \ \ 1 I 1 / / / V = - cram dtcph wall V = /3 Frog wn11 4. d h4P E, 1 V =6 K V =374 �rtrm w«.i1 o . e an /1h 1 AL L. LgveL �Oi�lPN/ \,.I a /is f3 e ETABS ETABS 6.23 File: BONS, ST Undeformed Shape March 20,2002 12 :35 &4 (( � - h;�k, -,mss = 3" 2 gin �torce.rr7 ei f 6''xG' /Jy -qty l.J„z6 7/ 6, 08 in1� 2 ygV $z -/ ' ,bd = 0,35 - xz- x 3,35 /+ L FVEL 2. c t7A�- /9r7 2 e-A.,) s S la.b a-j„ = /0 " e. orcerr)en S G� /D ,o c q L✓AY e. "7" G @/Z "oe. '/1/ -S e AS' Dm Pi-1,244 /"1 C APi4 e- cr '/ D VS = 0 As .C = 0, 85 x 0108 Vn - 0 \/c 9. 0vs qS 1/„l N -s - 52, 6 4 / 1- Vn,� -,� = 4'2.) kip in VP/ • yo RS; = ,7Z. V t 4 - 0,372 ';n 2 /,"T 4 = 0,37 J.w / Z ;r,z 4 = 0, /L2- /nZ /,71 P =3 k-s; 4Y - yo Ks; 3 ks; looks) vc, = Kg+ 4Sik ty 0185X 6d•372to, ;n /lf)xGakCS& y/• y /P- 9 vs,E -w = 46A5-ry ' 0,05 10,372 ;(7 s = 37, 9 14 /P4 Project: A&N J' 44c.bie Project No: Client COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY Designed By: ,eMMC Date 3 -Z / -c z Checked By: Sheet 10- of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343-0460 • F: 206/343 -5691 . �... ui» iiii': t°: �K` �: ��.' �3i�iei ':e`n'::Y,.iik�,Ja���'� ?• i�' i:i5i.t3a ' "af: =:J - ETABS 1 . .m,i 1. ; .44tunitlty154.1id rtiiiii∎Piil,i! rIv ::liii'91:4!,P11rr:y:T:rlilf0 STraGO.. V ° '7v L,d. -ZJ6' y��g �c►f pcL. V -i/8 k ' Gd = 2 /G' -ei' ..= 5 so k iP ✓ TABS 6.23 File: BON2D.PST . Undeformed Shape March 20,2002 12 :42 ETABS Undeforrned Shape March 20,2002 12:41 • X 3 • 1 -17'/0 1 `' La = in Yia,0k1 • .Ac2 -/, 1 �, .... .. n; s �..SCi t�'i?!:h� «':i4!:c�s::U�n vw�._..,.�,..,1nre:�L.�., .......�`.L ,...,.... __ ° ?f i� ±a1 _�"•�t11:G.=:iIIs :' H V -2529" L472 Z /G' Y . //•'Z/ k!f- bc2 7,9'3 • 'V' Vj = Shear 111 ph rain' excl.-latent- fo wa )! 7 � 3. Levee. D, APN"A6/ - J Wads Be/0,J D - ETABS 6.23 File: BON2D.PST • ETABS • h > WNW. c � 1o jrf3 a►-f}a rar4,r$" . y= UI 51 i diaph a.djaceei > ETABS 6.23 Pile: 130N5.PST 31' • LA = 33 •u' - /t304'' 41-ZJ4' )I;: 3052" Ld ° •216' • v »1' 1 XI; x , 2 37 ANL V -28H u" cJ J Undeformed Shape March 20,2002 12:39 7r vr■r `� / /00 IL- V IZ La►s9' vw,33141 h I f S 4 . 1 Z 2 Lev, �AP/f2Ab -I'1 LJ a //5 /oalow D ETABS ETABS 6.23 File: BOITT5.PST „ _...r...... •c.�i.. -.... :: »,(5 +���sic•�i3id] ... 1 ;• :; ra: �, - :n, A 4L L ',DAP/JRA ..s.YAw+.c:::: J.+::. �Ss` Sii. �: it. l' I2f. ',:+1 Undeformed Shape March 20,2002 12 :35 • Assume diaphragm behaves similarly to a Squat Structural Wall • Reference: Paulay, T. and Priestley, M. J. N., "Seismic Design of Reinforced Concrete and Masonry Buildings," John Wiley and Sons, Inc., New York, NY; 1992; pp. 473477. (The professional - looking figures are adapted from this book.) • This approach is reasonable since aspect ratio of height to width is 1.1:1 or smaller. • Possible failure mechanisms: • Diagonal Tension Failure: If horizontal shear reinforcement is insufficient, corner -to- corner diagonal tension failure plane could form (Figure 1). We will use the strut and tie model to check the tension capacity of the horizontal reinforcement (see calculations). Tension failure can also form in squat structural walls if the "top" beam fails in tension as shown in Figure 2. However, this failure mode will not occur in our diaphragm since a drag strut will be provided along the "top" of the diaphragm that will prevent such splitting. Thus, this mode is not checked in our calculations. • Diagonal Compression Failure: Figures 3 and 4 show this type of failure by concrete crushing (the gray area in the Figures). We will use the strut and tie model to check the concrete in compression, assuming that the concrete will have cracked with stress reversals (as shown in Figure 4). However, the performance as a compression strut in each direction is still maintained since the force in the concrete lies parallel to these cracks. See calculations for details. • Sliding Shear: Sliding shear is the development of a horizontal crack at the bottom of squat structural walls, with the vertical bars yielding soon after (as shown in Figure 5 and in more detail in Figure 6). The compression and tension zones shown at the base of the wall develop in order to resist the moment induced in the wall. This distribution of forces leads to the almost horizontal cracks at the base of the wall, which contributes to sliding shear. However, in the Bon Marche, the moment in the diaphragm is not resisted by the compression and tension zones at the base, but by shear forces in the walls along the sides of the diaphragm (Figure 7), thus eliminating the concentrated tension and compression zones. Therefore, the crack pattern in the Bon Marche should remain diagonal, reducing the weakness that contributes to sliding shear. Thus, it is not necessary to check sliding shear in our calculations. u z4 F /'.u2 e y Strut & Tie Model Diaphragm Analysis (0) i ce - map 04v...V F . ,6 ut'E F, 6 u 2e (b) (c) Development of the sliding shear mechanism. Fi4HreE 6 Q Xf..�i^Pe i$ nmkidU, 1F x-f,e . ; :ro w i r147/.` Q^.' R3" r fs+ F Y.{ R1* N, a4. l: y9P •.:he7.'L�"riS .. a .. Attl ataVOR Fi 6u2E Oiapbra4rn Gha' or Analyze with Strut and Tie Model (cracking is allowed) • Reference: MacGregor, James G., "Reinforced Concrete," Prentice Hall, NJ; 1997; pp. 753 -818. • Compression "struts" form parallel to cracks. Assume cracks form at a 45- degree angle. • Terusion the slabs; beams and girders provides the "tie ". — - - - -- 0 ._ Design Process: 1. Establish strut and tie model as mechanism for diaphragm load transfer at floor diaphragms. 2. Find FEMA -178 loads to floor diaphragms using ETABS model (V„). 3. Draw free body diagram of strut and tie model. Compressive struts are assumed to be oriented at 45 degrees. Determine the force demand in each strut. See Figure 8 below for a typical end condition. 4. For compression struts, calculate the capacity (C using the procedure in MacGregor (pp. 761 -762) and compare to FEMA -178 load demand. Demand /capacity ratios of 1.0 and less are considered to meet the requirements of FEMA -178. 5. For tension ties (rebar in joists and beams), find the area of steel (A gray) required to support the FEMA -178 load combination of 1.1 times gravity dead load plus the actual live load (not the code - prescribed design live load). Assume actual live load to be 8 psf. 6. Assume that any area of steel that is not required for gravity loads (for Item 4 above) is "available " to resist diaphragm forces as tension ties. Thus, the area of steel "available" (A is equal to the total area of steel in the existing beam /joist (A5,tot) minus the area of steel for gravity (As,grav)• 7. Calculate the tension capacity (T based on AS,EQ and compare to FEMA -178 load demand. Demand /capacity ratios of 1.0 and less are considered to meet the requirements of FEMA- 178. 8. Design the drag struts for the forces from step 3 (if drag struts were needed). Doe, = c v u rorrt. Ev A 0 ) 46, EQ AAit01.- Ab, 1^.1 = V 'Fan t Pca - 77, • • • COUGHLIN PORTER LUNDEEN F2 E t...3 t /5/1/G Z- 00-9✓s Comp ress>on s tr u {' T n 6ion Project /A) '/N E Sea e Project No: , Client A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION D/APAIRAU r1 SrAw r $ —r - /10°01- L ,�Y6L Z PRA r, 4L. RAW bear) bA/ Designed By: elk, Date y- z- Z Checked By: Sheet D- I .S _ of 217 PINE STREET • SUITE 300 • SEATTLE,WA 9810 1 • P: 206/343 -0460 • F: 206/343 -5691 • 0 0 Project: Project No: V ' ctP ; d hca r F = -- V = o fIT NO OE 2 C = v/ICo d9 ∎/ ian B T NOD Z DiAfPt/,e4 6 /i, 1\4747'e. '1 *rdre) i,JoJI 0.10oVe• Z /= = 7, =0 1 3 4 cnsion Mk) b CQM or -Ifo wall on E4.I,J ,en$ion in f0 So ib:f" ear. draj s lreA. t 7 ' \ Ian 7 rota beams or- into w1.14 In EpW Client: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION V ,bco 13i4-6R4'7 pE C or9PRESSiaic) 1uT Z 1 - 1 -- 7 t r l = 0 Designed By: elk. Date y- Z -6z Checked By: Sheet D lb of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P:206/343 -0460 • F:206/343 -5691 • 4 s hear DiAPv/Rii - /`7 This po (-4-)or Vw.11 ,6„e, 3 7/6 a- Vwa l fs 1,0.6., —2 8 6 376 14 Project Project No: V ■d-c, et 3 052. tc Y i , 111ovr» vnovin6 Norfti - '305Z tr._ 8 2260 17- 2200 /D, /4./P Fe;12 -G ES B/16Er> dN PHD V t4 = -- � =ZyS" T r 2 4 15 1 ` T� = ZI /S 773 = 2 4/5'4 C 3 k- Client: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ©t chof h ra<j Soul,= 2�jy « 4 54 8 1 ` =85Z" 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343 -0460 • F :206/343 -5691 Designed By: Rik, Date 1 / -Z--e z— Checked By: Sheet 0 -1- of wa. l a b %vi_ C itji.ves/246 M ev-1 P2 E /a AJ S7 ,c) 1'0 iT y o Ccre*. Slab w= 2 /'Sd,B /7 ZOil • Dcrr'arl d = Ck - 34/(' • Caf tc- � rorr, /" IaG f reo of- P 761 d 7,/ ( , ms--/ EGG - v/ y: Project No: • PG Q 0,381 < /,o ✓ Client: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY C v, !.-, el u d ess Si 4-e-7 '' y � = O, lob 5?ru.7 s ; n d-, cJ d 7 e. yZ� ©,5 : 6 __ =a,a -/TC .c„.-= 0,249 p"G - 403 i ; q s Cr) = , ' 7 / 8 / 6 s ; z " 3' ,D8 k " > 3 Project: 23_ LZ �� -,�, - g_. Designed By: eh}C Date 4/ 30 6 2 Checked By: Sheet D i ? of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 U 3Le4,3 * .3 t B / ,ee,, ° 3 148; �' .: r a_r S/a b 3" �o a u 4" /7 '/ Via& /ice o:/ .c =z$ Doors; 3;3,5 :5 Ss1S6 2 - 1q,1.5 6 3 9 DraPrze i7 ,.^-7 C4,axi /7'% 3r14. 6 I, X J,y•/I Ca 3 r_ 0 \ " 6) .*/ to Bent &/ - 7e. �1 ell (o ,So 7 0? 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L ot- ex /ends C be Y•" Cbl fate 26 5, 1 2c zeig Zar /D" Ar exleorl s : ' c £eAnt s o' j oisfs Project: ,inN $ ,,u r:4 Designed By: R/{G Date 4/-z-oz- Project No: Client Checked By: Sheet ( —1 Cl of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 s: 4nLtvn� .s;m1A,"+tif: ,Z.Li;rbtt';.wi' S 6/24 v/ry Loo �oi5• - 15 t-AS //Z 045 F.G»2/ Ce /L /N 6 l`7 /5e- VE LO/c), - ye/'r,7et /- _ /0�s; F M o -74 - /78 2, 4/, Z /s TS W, =(/. /x BZpsI t /orsi)3 = 3CHpl7 L = 2 for 9 s = i3.9 x -4 Vu = /'/5)/ ,e = 3.89., ;Or 7/% pica/ Cl = •17"- 45 zs" 25 ZS b := 36" ostir, = a, 9 x / //6 zs /4_t �yo = .sy9A ' 'IA, t /17x3x36 4t/ih 0/9KAs 2 16( /6 "- A = El/ - 06A /,7K 3 x4" / LA. r Cet pet y is r7c # be ini used rimy' ✓Iega./j • r7 , Ome, Finn? p Joisf can har7d/ • ' S 1 f r For 5)r. 7� As h ?.ycr>,yib, Z = o.88 ;n L Aosi »')or,) e,, ' g •feel reM40)n1 fc,r stn.& As; 2 , eo ,yyniz -0. 20 =O.ln din z JOr LL$ 6 COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 7 ps /Sps1 Y psI �o P s 4. ♦oo a Z r4 w�out Q , ) =2 ZZ.6 1 /%0.c -A/- ird ets q 0,j) A4 9 »0 ,31 in 2. Project ,3o v u tlie1R.<_ Mr: &, ",T f/ C&v t ,,C, Designed By: g HL Date 1 -1-3 — OZ. Project No: Client Checked By: Sheet ( Z0 of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P:206/343-0460 • F: 206/343 -5691 62A V /TY Zo,9p5 •� (/,/x Jo p J' + /oesnxZy z, 08 K.l -Qn= 2- zz,5' Project No: L - 2y' 4r s bays m ;� ;n7 e.' /'1u = 1.J , / /(� - 91,1 /64.i 11,4 \J u -Qn Z l1 I _ x'33 k4 +- V ' U , = 37, 3 a- COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION F 6-70 d= 2e / "- /,5 "- 0,6 "- 0,s"= 2/,5 6. =2 " 6 ciri 6, 9x 4 % ) 10 - ksi (21x5 - " - - R S xtp � = N1 A yr /J� /1 — — ` h'9,t3 x6'3 ,, • r As,g /, y2 ; =0,9Asx /o(zl,s - W2/ \ :. -»/,/z . 4; 205 �n L � , 3>c ) cerr net M o men t, f ' � /o j,-om sly) j ca•, handle • Seal rerna47in4 4 - .5-)r,1. '} e q yX /,00 z z4/17i4 61;n lrJr po5. oyrien+ S feel fee S /Is y /C /Aoy, 7.7l), Z — / h 3,/ fro ', remainin� ' " e. For. 67-39 e';-lei ►'' 1'l = w µ ;4 Jo i/ 16-P- k." Sa me. C22�j aei /y ats above. exCe9 - foes .Por neJC, 10 0 Mewl' s 2,c /,OO /X/,.ri S, ZS I ;,i Z ry7OMen 1 /� V.A /, 5 6 in -/" 63 tel l- ' y, Cohn 7. ar Fos, s )Le e 1 / ? S •9 =,q63,n Z A z.3 -t bi t r Project ,P n ,v "7": ' t571/ T Designed By: 421) G Date 4/-3-6z. Client Checked By: Sheet b -D- of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343-0460 • F: 206/343 -5691 0/4 Phide oc9 A-1 � / o C4PI9C. Ty, e 8 U • iJ o .67-s • A--1 ehcl of Compre.ss:t s't + Prax: roe7�ly 8 ;ois+s A . , � Q• C rcorr', icy IsetV: - 5/ eee1G45 = Qi 6 77;4 Z Oleo .7-i Z x 8 - Si 3 la :' Project: Project No: Y De- ma = T = 2 • capac.;�y QS T = 0/96 = 0,9),(6;361.4 z 4 0, O s m z-1 ' XZ 5/ . Ielks; Z6Z" • PG /2 = ©, 9i/ </, ✓ So7/77/GENT�/Z- . Client: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY Designed By: Rik_ Date 2/ - — 42_ Checked By: Sheet D 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 TANS /D� 6,9149?-Ty d0/AP,i4e17 4 /-7 Av. s O e r r l anc! • Cilte acify C y0 A = 3 66).7 z .1- o, JJ ;, r t , = o, 9 '4/ Z9 ,r Z + 0,08 ;n 2/14-A 4/o,.$; = Z.2 10 w�n a )Pe. = o, 79 ✓ C —39 sia 7 n z Z53" Peg-'d/97 t/ COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION "'ii29 ; , ) a ,- Seta 544 Project: ,[hr,,) /14:eG!l & S0u719 LF,O T Designed By: e F/ G Date y -63-6z. Project No: Client: Checked By: Sheet D - 2 ' of 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343-0460 • F: 206/343 -5691 COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY Project: Project No: Client: Designed By: g}}G Date _ ( 3O ^6Z Checked By: Sheet D - 19 of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 Cv*:`;):L•.i� ' ', `.xt »'s�&�a Y;.'t ^.De'd,R ., :Y t+t+kt +uwnn,n #M, �f�r,•w�+zn+ ACM %. Project: 4- 4-- •• 4- N E- .*. �^ • �c y • e <�" < • . /. `. . �'• ° far P;51r,bu1-e L )nj-o S1a6 7 3 460 f}5. Project No: /0 ,.4 -,w Gam $rzu -- e TE LEV ac- 2 Z •-S 041 waks 1n m kdd �e tv c / ! POrTio/) o -c �crc� /OS 9 � f /Z '- 9.sr = /06 2 P/5 i'rl Lt f-ect tt. n STp-u r / / 77 pe - LED, ptL1G I N C, 4.1/ / TAE" /6r2 /43u76 "JI /r GErs a o 6 e72. ro TWE 6/IE44cj - - e . /14 r Client COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY .e7 / G. FLIT Sim pl;c lty assurn fr)0,6.s Off•- S i 6 3 1 %J -4) i-ak.e_ a•Gd cL +h- lid eu c� eerrot...) =• forec. tom e: etP)+, ct rrctfr1 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 d - Ste•.b go Las Designed By: g t ic.. Date Z-- ' -- Checked By: Sheet D " of • t:••• f J. 0 r T:4 Fe E J SJaAJ 577i.41.7 tille I rApere_. gare4-6 ro Project Project No: F E !kJ -r /A-Pi- / R.14. 7 -1-t .fie 77 e p , Force- s F,ai 71 Co 7/411..s - e, /14x /7 gcx.5 7 , , /4 7g /13are .S �/p;' , C- 6er.es es %kr) F:, ,• F Ti )1' T1 7 .574447 /A.JC EAS 6:5 Fe;ie 1141echie Floort) v . 25 3 7 r) v= '‹ F , Client COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY _,,e_74 6 cop fM'rn -S 794 r = Designed By: 1 2 /lc Date 6"-z-a z. Checked By: Sheet() -1 12 of 217 PINE STREET • SUITE 300 SEATTLE, WA 98101 • P: 206/343-0460 • F: 206/343-5691 Izilat — 4 1,04 aaza • -• • •■ '.-1,•;•',11;;;;.„ r; Project No: ,a p. &,. -, 57 uT $ 77 Fop ol= Tflls 7Q77or r • . Client: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY • 5-'1tZ y /220 o 4r- ans7erred r tc k d iafhr rr7 CL./ d- ,' ., /z w 11 `� - bud Zyys` 3oes m-10 wall *hrattl h 60Yle 57 ;n 1- er -ra4G Se) Ir7Glua/e. ') 1 Carne h/x zyy 976 4- di rec.../y /1/4,-)./6 wa)f. Project nJ /1A -/I c. y6 Sou 7 7-,94 Designed By: pH-C Date 5=2 -6 Checked By: Sheett - of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 A U A 97G 9 7 6 i ' - aGE ,t, , S o uT-,} Di.9Ph 4& i`> S 7/ "7-- i' 7-7 E7 WA LL /p4 Srrz1.rT - Govy,,e.Ess idyl 9x74 w �sazu 4 — - . 2$ZIN+Zsw u = V6 L4- get e Q. EG7 rL y J 7e ( , ',q L- = (,cz'' / 14/ 69 COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY Fd� 'DM 1 &/1 9x7-6 _ 4 11L �a.°e c iN 96 z/ 8 c,1' =2/ 7/ 14 arte6 ,,u 6a /2P 574ur 2 /x'8 -- 97-6" -P7Z Project: ,607f / A ,'/ 64w G,c'A/7" . ?. Designed By: elle_ Date 5 -?- - 1 Project No: , Client: Checked By: Sheet D D g of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 l ,• -1P& E's ./ ©r./ 1) ,Q/ S 7 £- 11/4).0 CAP4c /7 i 1 Ale) /NFi c - L A _ � ? U x 1 y ") + 3' /xZIP) = /7D /n 2' .0137 = c$ aS c)xh = V9 / � C C C/1Pf4/rY c, IN /4Lezp p4 a6 /D ^ G 5 7in c P�, = Z Ol 4/t - > orCe i`n / 7 14x P4e. /ry e �/9c.z- /.� �� �,e�;lcr w, /.0 F/ c. * / "- +• /Z" "-, al'' -r-6') x iF "= 6/7:r) P = /783 u > 'lore& 1)7 54,4.* ✓" ,01 r e-c-Oy in }0 9,va // - /9= 3 Z S in Z 0°n = 9 i,/ 7 1 - rar,S Ter 4;tbn°7 ir7 '7i /) /7 2.14. - 998 k = ZZ 4 7 1 .irce �� d.i�ee+ des ciawe / S •Mk f co-pati l l › , Project Bay Project No: , Client O MPlie - C / ST2 uT - 27E COUGHLIN 2 E- COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY 22.q 3pc2.1 = 3,j1 14/P- u l7L; m .* . elowe / Ir, epoxy /to/es 60ac.1 4, 2,06° X /271 -- y6,11 - =_ 4 . /5"c/ �c s &777bee/ 5- Designed By: ,Q 1/G Date Checked By: Sheet D -•')-9 of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 1 a�vtn, BCY,, MFhW /AV1�p�lR�sc�siue+rv.vow.awr krc«:�FSUmxiew?�n'e[u�a i 3 /4Pt9g...4 /.-/ SiQuT • 77c Fib D 1 J*L ../ P h 6 kr EN.s /a/) /`72 &area ch redly ;r,fo wall = 3x2 / = z3Z T A/ F2cE /.v GPILL = 3KZS/S/ /4 •+ n i /e& TO- / N 2 6 , S7,eaT = Zx 3z 29 9 /4' _ 5 /,�2 ° / EiOS /D,J • -4 S7Q417 Ca >// k -- )t / . 0,9A ex 1/.56:-A7 2 x 4/0, &6; = I/4/9 .` 'ee / lo be. �a ,t r / z 1� y5 � .� : 23k s 2 F 0,4/s in al, 9 x,0145! COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY "76k (2- ( ---,4„, .4— F-�- V ?a IL 2 � Project 1,,u 5e4e77xc Designed By: e Date 5=-9-62- Project No: Client Checked By: Sheet 3 Hof 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 i� : iiY1L;S.lY:i3: }:. ^:J.t : n:t „ :tt,• • • 3 Project Project No: 2 E L,J a API 24 U,-, 7r ur- 77 E �rces o mPres shto s #r4 r& 6t 8,n9 k! f _._s -. • 6'5e lc.l COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY I 7 ,10 ti. ) Designed By: 0/G Date J-/A--- Client Checked By: Sheet 3 I of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343.0460 • F: 206/343 -5691 wra ua:.ws r +.rM 1.77C wet11 aJaive- baPI .oas 4 fit'• • / 3 or • r • 4 tie t, _ 4 1 • . T . , . oi • . . - 1/ / •. . A j/ .1 s . „.. ..4.. .411 . / 1 �. ��`y , ,„,i . \ \ \ .—. 7 ........ . ' li 001 - , . ilu m =1.1216 mi atavi • +_ • • 3 Project Project No: 2 E L,J a API 24 U,-, 7r ur- 77 E �rces o mPres shto s #r4 r& 6t 8,n9 k! f _._s -. • 6'5e lc.l COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY I 7 ,10 ti. ) Designed By: 0/G Date J-/A--- Client Checked By: Sheet 3 I of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343.0460 • F: 206/343 -5691 wra ua:.ws r +.rM 1.77C wet11 aJaive- baPI .oas j'ac' L. - L Project No: RC. ES a:t. s s u tee. "a9sEo o J c9: f iJ Xz /'= 19 r� - T" _ • � = i9y 7 = /9y /a��Jer I i d Project: / ✓ Old) 11RR4/1 'E 147.h' E/v7E/ -- Client: COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY a /174 /7 ve / a / hu m meet �•.l ly ✓ :aa / )6 ` ;Asp ee on Designed By: i2t/C Date .9- /f3 -a7_ Checked By: Sheet D -3 of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 Walk dr:as1aL3•frata r :katkwm:sYYUUUay.. r - ).1 / /-/ / / / 1 , K pi 's• • + 'it...F 4 �a � j- ...1 .,' . . . I .. • .. . -i- .-- r . . . _,..., .-i• r • 4-- . n • ` ./ . . . . . .. Wit' /' y ..` 1��tr a , 4 . . � �i • a. . yr • / IZt p t_ �. , . 4 • / / ,., .:.! / ,• : / : i / . /-) ._.t• : ,T : 4 ,, . i : 7 .0 / •.; - . ,.. .. -..• ..i' 1 i - • / / ../ 7 .-t` . •• 1" - / .. .. . . 1r .' - ..•• .. / ....4 • A '• C F- E t/J LoA Dorn prass ion 5frM1- ¢ Tens)on Gfru•-t � /A pff2AC,ti ,5rguT,¢' 7 Project ,8 914,e.ft/ tr:r.</.. C Project No: Client COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY /0 /c./ • Lvei. 3 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 .Jalj b�l� abo✓G wa l i lxl� 1 wall above 4: bo% Designed By: pNG Date t/ -/d -OZ Checked By: Sheet D -33 of t',i_Cia.iWj¢J:c • °�, th ti , g ,..�, � ; .. any :. fT/il• Fsu::; rKS.7'.+.rCtiie�hAi.k L.e vet- 3 Fo✓ed.,Z bet6a ii PD ct SSur-7e B =vs° 2X10 17 2 T . Z C. = 33,g COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING COMPANY L Do wer i'orees Z &1-Set CApete; y 6 074 IlSeeCliblei Project: ,v , tee" Designed By: RM. Date V- /-'// Project No: , Client Checked By: Sheet0` of 217 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343 -0460 • F: 206/343 -5691 M V �� -�—__zine October 21, 2003 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, Washington 98188 RE: Final Letter Regarding Southcenter Bon Marche 500 Southcenter Mall Boulevard Tukwila, Washington To Whom It May Concern, In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Epoxy Grouting • Cast In Place Concrete • Shotcrete To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 1997 Uniform Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & AS CIA S, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\tr GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: FEDERATED DEPARTMENT STORES, INC. HOWARD S. WRIGHT CONSTRUCTION aZ2ll1 ASSOCIATES, INC. • Reinforcing Steel • Carbon Fiber Reinforced Polymer Offices Serving The Western United States 1501 – 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 Project No. 066 - 03063 Permit No. D03057 z re 2 w JU O 0 H u) o w g • - ti co d . = w Z F � Z E— mnr• r.: -., 373fl &ASSOCIATES, INC. September 30, 2003 Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: In Process Inspection Report Southcenter Bon Marche Renovation Tukwila, Washington Dear Mr. Howard, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION William B. Throne Auburn Division Manager Pacific Northwest Division WBT\av Enclosures CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION COUGHLIN PORTER LUNDEEN Offices Serving The Western United States 1501 - 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 KA No. 066 -03063 Permit No. D030579(4 4r. 0 0 O �K Q c 2- CO w IIJ <:y • w 0 u_ CO a I— w Z = I— 0 z I— w U o I— w j . I- 0 U. w z 0 H � 03063 brah.doc z + I . Krazan & Associates, Inc. Project No. 066 -03063 Cyi. Cod. 031519 Pour Date 8/21/2003 Report No. 7821 Weather Clear Jurisdiction City of Tukwila Permit No. D03057 Project Southcenter Bon Marche Location 500 Southcenter Mall Blvd. client Federated Department Stores Field Data Site Mix Supplier Glacier Plant No. Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 06:15 618 501058 4.5 70 60 Placement Area Footings Slab /Deck Remarks Walls Slab Columns Pilings Grids Drag beam on line F/22 - 23 & 13' west of 22 Grade Beams Other X nspector H. Vong Laboratory Data 031519 -7 031519 -8 Remarks , 4/ 1 /i° 1e P 26 Results Reviewed By Codes for Break Types: 1. Cone Reviewed By Cyl. Test Field Wt. Code Date Cure Age Dim Area Lbs. 031519 -1 8/28/03 7 4x8 12.52 031519 -2 9/18/03 28 4x8 12.59 031519 -3 9/18/03 28 4x8 12.59 031519 -4 9/18/03 28 4x8 12.59 031519 -5 031519 -8 Design Strength 5000 2. Cone & Split 1501 - 15th Street NW Suite 106 , Auburn, WA 98002 (253) 939 -2500 Date Specimens Rec'd. 8/27/03 Max. Comp. Tested Break Load Str. (psi) Set # By Type 47000 3,750 MC n/a 63500 5,040 TB 2 54000 4,290 TB 4 58000 4,610 TB 4 �{GSo (g3 od a� szp Engineer Architect Contractor Howard S. Wright Construction Date Reviewed 3. Cone & Shear Reported Batch Data Cement Type I Design X Actual Mix No. 0541 Cem. lbs. 480 F. Ash lbs. 120 C. agg. lbs. 1940 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1315 -- Water 242 Admixture 24.0 wra Other -- Air Ent. (oz/cwt) g/30 Water Added on Job (gals.) 4. Shear Items Inspected X Conforming Non - Conforming Test Method Other ASTM C39 C -1231 C ( 7 1 z x Compressive X Flexural Test Results Conforming Non - Conforming 7 5. Columnar (Split) .� �,a.w..:n..s { .t�L.. _ t ��i.3.i..�Y.�s ..; is s x } a" a '. 3h1 f �e� :w�'i' 1l`s' ,11.! yt} f. ogiii< & ASSOCIATES, INC. September 18, 2003 Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: In Process Inspection Report Southcenter Bon Marche Renovation Tukwila, Washington Dear Mr. Howard, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIA S, INC. William B. Throne Aubum Division Manager Pacific Northwest Division WBThav Enclosures GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION COUGHLIN PORTER LUNDEEN SEEP 2 2 2003 COrJjM DE VELOPmE KA No. 066 -03063 Permit No. D0305 7 \ V Offices Serving The Western United States 1501 — I5' Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03063 bresk.doc Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106 , Auburn, WA 98002 (253) 939 -2500 Project No. 066 -03063 Cyl. Code 031466 Pour Date Weather Clear Jurisdiction City of Tukwila Project Southcenter Bon Marche Location 500 Southcenter Mall Blvd. Client Federated Department Stores Field Data Supplier Glacier Concrete X Prisms 06:15 207 500955 Inspector D. Rierson Laboratory Data 031466 -2 031466 -3 031466 -4 031466 -5 031466 -6 031466 -7 031466 -8 Remarks Results Reviewed By Mortar Grouted Codes for Break Types: 1. Cone Grout Ungrouted Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 5" 82 62 Reviewed By 2. Cone & Split Site Mix Plant No. 282 Flex Beams Other Design Strength 5000 Engineer Architect Placement Area Footings Walls Slab /Deck Slab Columns Pilings Grids Drag beam & trash chute 7" long 18 -21/F Grade Beams Other X Remarks Resteel per plan. Concrete pumped & mech. vibed to consolidate. Resteel & material incompliance w /approved plan & job specs, to the best of my knowledge. Cyl. Test Field Wt. Max. Comp. Tested Break Code Date Cure Age Dim Area Lbs. Load Str. (psi) Set # By Type 031466 -1 8/27/03 7 4x8 12.49 56000 4,480 MC n/a 9/17/03 28 4x8 12.67 70500 5,560 TB n/a 9/17/03 28 4x8 12.67 67500 5,330 TB n/a H Date Reviewed 3. Cone & Shear 8/20/2003 Report No. 7869 Permit No. D03057 r Contractor Howard S. Wright Construction Reported Batch Data Cement Type I Design X Actual Mix No. 0541 Cem. lbs. 480 F. Ash lbs. 120 C. agg. lbs. 1940 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1315 Water 242 Admixture 24.0 Other Air Ent. (oz/cwt) 7 //'s Water Added on Job (gals.) 4. Shear 25 Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. 8/22/03 Test Method Other ASTM C39 X C -1231 X Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) +Lf.3.t.•L'.i6lH` . F,S.t , .C7.11. `�'+c ktYYn?kC'k};RZ'7!�F�SSFt, z D: w 00 CO 0 W = w 0 L Q w � I z = zI- U 0 O - • F- W w H 0 u. O U = 0 z 4visa `y:'i— �•k V Kr21Z2IIT1 &ASSOCIATES, INC. RECEIVED GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING COMMUNITY CONSTRUCTION TESTING & INSPECTION DEVELOPMENT May 19, 2003 KA No. 066 -03063 Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: Special Inspections Southcenter Bon Marche Renovation Tukwila, Washington °P MAY 2 2 2003 Dear Mr. Howard, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 9 to May 15, 2003. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT \av �Lr CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION Offices Serving The Western United States 1501 — I5`" Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03063 dfr.Joe DATE: OAKrazan & Associates, Inc. GEOIEriINICAL ENGINEERING • ENnPoNME'ITAL ENGINEERING CriNS rIUCTION TESTING Ar ID INSPCCT10r I • NA TURAL RESOURCES / WETLANDS Gsc• PROJECT #: O <o Cj3O Co 3 PROJECT: S &L.'7 GE '7 — Bc'y./ IhAl11 -N ' CLIENT: re 0EdA1TE1p 9EPT . Sid S KRAZAN PROJECT MANAGER: G..).6r7 o F 5E'v 1 i c� 0 S/ 76" PE AT.Q . C .�T0�5 IF' -�=C v T 76 y P LA .F71L A I OF lj✓ (- B EP O ><, `r / E^ G-424-o 2_ t..) A, 1.,L-5 0 Za,-� E # 0-1 -4 c'� 2-- . To the best of my k wled• - the abov Superintery / res •tive: UpQ1^-/ V7 2 — 1 D s 7 T M& T l..J /-t e- - w t-? a t.J S pi2.4 2 - Ta 7R4 vy; Z- $Q-v , t& 0 If V A C h) rrin/ O , L� v4 4..I65 (A- €:.$7.-E �►u5 - '� L) 1 T 7 (J5& .4 ' 5 t--C - mo / rJ O ?-) czyyleF 8- Z 5t.._�lrn P Pvm-P! rfCr- To f t ock-t— Po55 7 )6 ( t/b 1 05 �..1 'a'c'c_41 t l5 i^ eT'A13c,E km's) r) vA 5 uSC7. /AAT ' I - - T A $ Le 2...6 r' c t - 5 Z 5 i S o -A LoT 1 Zo c, 3 .DATL a f rtil#o,rvuFA Crun O L 11 11 ) ZOc) z-- .S ; L-o-r t* 2-o 3 1 DATE of rr1 Altsiuff" c_?1r4C 5 S SO PA(2 r 1642-6- ' x 6 -4:3 ryt / • 74-) E 0 OF 71-1 6 W A ,.) 30 P e_ c, . T a ) )- 3 cjr. (a - i A..) -1D 714 e_1 c, IG • 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.118G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: _ /�-) • (559) 348-2200 • (661) 633-2200 • (:09) 572 -2200 • (408) 271-2200 • (916) 564-2200 CONTRACTOR: Hot.vA.2-4D J . L&) 21 & JURISDICTION: PERMIT #: INSPECTOR: WEATHER: / t-/ Doc7.IL TEMP: - 7 Z� ..e• C-40-5 FIELD REPORT NO: 8629 P)4 /5 - St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 ' 19501 144th Ave. NE #F -300 Woodinville, WA 98072 ' 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939 -2500 (360) 598 -2126 (425) 485-5519 (360) 254-3200 4A Krazan & Associates, Inc. CEOTECHNICAl. ENGINEEPINri • ENVIPOrimErIrAL ENGINEERING CONS rRUCTION TES or Jr; AND INSPECTION • NATURAL RESOURCES I WE ELANDS DATE: /2_ ' 03 CONTRACTOR: Hat-%/X PROJECT #' 4) Ca�a3dC 3 JURISDICTION: PROJECT: 8 aK n t (24_1-1- E PERMIT #: CLIENT: F Q e ' T • INSPECTOR: `1 . f ) -Pd' { KRAZAN PROJECT MANAGER z‘-- Z WEATHER: yi DaDQ_ - TEMP: 70 PS\a . o m P P cL- w42-A fP C ( / L-- Plc _ i P of F/2 , c L--)AL-L-- ?o _ L.4-Ai/ 5 vfze) / ,.J C-'-`P'o' t.r r T Zr'F`a S Go r+1 Po->✓Ert 7 A ¢i '� L-eir '5 Sb`(303A y3b3F3 ( As pc / - .P A F ,.8 -- P) 5 F 1 c,o .R &'%R P l J I r'.-t M 100 L. Z3' A 1b __ QC Co. P► 5 Pe_e_ 1C-S' F7 P e ?7v7• D Pi 1.1 S , Z ^'° .ca_pcl, (."..1 5 PL ,4 Ge. Ativ 6-0,,P S F / 5 / >J F L i3 -- 7 �s : - f - 'r -Fo c H -5 1 - T. - 7 KS I 4 - 7 4-1 f 7 8t - c,•l�s S.�ZZ �1� w I ? DL-r Fo 8 u p1 A -) I -F P) N5 (-4 — Z-4 2 -6" 5 5T c.cJ 1- -1 - 8 'rn $ � / N c 7 D L5 t -TJ-t- ' F Y F o S rt r ,< CI) L..)/ T i " r ' - f ' ' E TN 1c- c" c.‘.7 , vs - o A PP L- l e`p l 7 FD Ti' B 5,P 2- ts iP2�..�c o-2_ j 0: v 5X ©-F 1 To the best of my knowledge, the abo WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.118G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 • (559) 348 -2200 • (661) 633 -2200 • (209) 572.2200 • (408) 271-2200 • (916) 564 -2200 Technician: FIELD REPORT NO: wl i 3 0 1 5t St. NW Suite 106 Auburn, WA 98002 2x714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 • 19501 144th Ave. NE 11F -300 Woodinville, WA 98072 • 11913 NE 103rd Ave. Vancouver, WA 98662 7.5 , t._rR- Ytr T r," (Low o F' (253) 939-2500 (360) 598.2126 (425) 485 -5519 (360) 254 -3200 K azan & Associates, Inc. GEOTECIINICAI. ENGINEERING • i_NVIPONMENTAL ENGINEERING CONS rIucnor, rEStlr•IG /AND INSPEcnor, • NATURAL RESOURCES / WETLANDS DATE: '1S - 0 3 PROJECT #: Co (v 30 Cv 3 PROJECT: &6?•1 CLIENT: Fes• OE'( 7Z S7a1-t S KRAZAN PROJECT MANAGER T o-...J s f49 VZ 3 7' o /TOE 40c4a c- 6 . 1); 1 6-:'A/ T op Fie 4= - mo w, P 03 t i , Ei S p 2.-14 � / -i - -- i E Z b----f "1 .) ( -/ vr L-- V YJ ev) / x E c.-\J F ? [3€ Q- v5 GO c,,3 p S r fl 7 13 4 t- 7x5o. To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (T1-Jt> 5 cs 5 M S u,2, & — 4 c„../74s '-- - tW) 1-3 I t✓ g o ,Q.c pow X10. E R.. - s z- yv. ptdea)-/ 5 Pe - c_.. 5, F 5 3,2A -04 b eta o p /r) ,dc ) �E p,2 4O 2 T )1 c_c 7 c7)- („r-r L-L L. ALL_ / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: • (559) 348-2200 • (661) 633.2200 • (209) 572 -2200 • (408) 271 -2200 • (916) 564 -2200 tr=74 90 FIELD REPORT NO: 8 6 3 4 CONTRACTOR: 7 4 5 1,,AX 7074 JURISDICTION: PERMIT #: INSPECTOR: c 'P J P '2-- WEATHER: p--1 DUa 0 TEMP: - J d o T L r P O c,o M .pa t Eu T r4 4& oLt3o3A 04-(3033. 5.-1-I - S / A u __ - 150 •151 St. NW Suite 106 Auburn, WA 98002 20 1 •fate Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE ItF -300 Woodinville, WA 98072 • 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 (360) 254 -3200 • • r„ I(razan & ASSOCIATES, INC. May 30, 2003 Mr. Toni Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: Special Inspections Southcenter Bon Marche Renovation Tukwila, Washington Dear Mr. Howard, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 22, 2003. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\av GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION !JUN 0 t 21103 COMMUNITY DEVELOPMENT Offices Serving The Western United States RECEIVED KA No. 066 -03063 Permit No. D03057 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939.2556 03063 df.duc IK1'21.Z & Associates, Inc. GE..OTECHNICAL ENGINEERING • ENVIRONME'ITAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION • DATE: /A a/03 PROJECT #: 6 -8'$ 0304 PROJECT: 8ONAtARC/y8 CLIENT: RO/V/V4RCN6 KRAZAN PROJECT MANAGER: war NATURAL RESOURCES I WETLANDS FIELD REPORT NO: 7 7 9 8 CONTRACTOR: WR/GWj" JURISDICTION: - z/nviLA L✓4i. PERMIT #: DD 3 057 INSPECTOR: / 5 0 R.4A'71/VO WEATHER: C1 OUOY TEMP: 95 ° F ARR/ VED AT ,7OSS77K FOR ,t78EPLYRAP PLACEMENT /ASPECT/ON CONTRA r 7c2R ST4 TED RED T•4 0 C ONO/ T /OW EX S TED A NZ) /NSPEC'TY0/Y WAS PasTPOIVZ To the best of my knowledge, the above WAS Superintendent /Representative: 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave. #8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 erformed in accordance with the approved plans, specifications, and regulatory requirements. Technician: • (559) 348.2200 • (661) 633.2200 • (209) 572 -2200 • (408) 271 -2200 • (916) 564-2200 1501 -15th St. NW Suite 106 Auburn, WA 98002 20714 Stale Hwy 305 NE Suite 3C Poulsbo, WA 98370 • 19501 144th Ave. NE #F•300 Woodinville, WA 98072 • 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 (360) 254-3200 Krazan & ASSOCIATES, INC. September 8, 2003 KA No. 066 -03063 Permit No. D03057 Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: In Process Inspection Report Southcenter Bon Marche Renovation Tukwila, Washington Dear Mr. Howard, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Division WBT\av Enclosures GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION COUGHLIN PORTER LUNDEEN RECEI F SEP 16 2003 D EVELOPMENT Offices Serving The Western United States 1501 — l5'' Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03063 break.duc Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106 , Auburn, WA 98002 (253) 939 -2500 Project No. 066 -03063 Cyl. Code 031335 Pour Date Weather Clear Jurisdiction City of Tukwila Project Southcenter Bon Marche Location 500 Southcenter Mall Blvd. Client Federated Department Stores Field Data Supplier Glacier Concrete X Prisms Mortar Grouted Time Truck # Ticket # % Air 2:10 0022 417649 4.6 Grout Ungrouted Site Mix Plant No. 282 Flex Beams Other X Conc. Air Temp. Temp. Unit Slump (F) (F) Wt. 2" 78 63 Placement Area Footings Slab /Deck Remarks Walls X Slab Columns Pilings Grids 2nd floor grid L between 24 & 25. 2nd 4' lift Grade Beams Other Inspector G. Gleason Laboratory Data Cyl. Code 031335 -1 031335 -2 031335 -3 031335 -4 031335 -5 031335 -6 031335 -7 031335 -8 Remarks Test Field Date Cure Age Dim 8/28/03 28 ix& 8/28/03 28 3xb �vL / Results Reviewed By e Codes for Break Types: 1. Cone Reviewed By Wt. Area Lbs. 7.13 7.13 Design Strength 5500 Max. Load 34500 36500 Engineer Architect Contractor Howard S. Wright Construction Comp. Str. (psi) 4,840 5,120 Sig ec) Date Reviewed 2. Cone & Split 3. Cone & Shear 7/31/2003 Report No. 9558 Permit No. D03057 Reported Batch Data Cement Type Design X Mix No. Cern. lbs. F. Ash lbs. C. agg. lbs. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water Admixture Other Air Ent. (ozlcwt) 0877 705 40 800 Water Added on Job (gals.) Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. Tested Break Set # By Type TB 4 TB 4 4. Shear Actual X 0877 6355 360 6355 2125 19380 267 1974 4.0 35.0 Test Method ASTM C39 C -1231 Other C Yz J( Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) Krazari & Associates, Inc. 1501 - 15th Street NW Suite 106 , Auburn, WA 98002 (253) 939 -2500 Project No. 066 -03063 Cyl. Code 031334 Pour Date 7/31/2003 Report No. 9559 Weather Clear Jurisdiction City of Tukwila Permit No. D03057 Project Southcenter Bon Marche Location 500 Southcenter Mall Blvd. Client Federated Department Stores Field Data Supplier Glacier Concrete X Prisms Mortar Grouted Grout Ungrouted Site Mix Plant No. Flex Beams Other X Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 3:12 0037 417650 4.6 1.75 76 60 Placement Area Footings SlablDeck Remarks Walls X Slab Grids 2nd floor grid L at 26. 3rd 4' lift Columns Pilings Grade Beams Other Inspector G. Gleason Design Strength 5500 Date Specimens Rec'd. Cyl. Test Field Wt. Max. Comp. Tested Break Code Date Cure Age Dim Area Lbs. Load Str. (psi) Set # By Type 031334 -1 8/28/03 28 ,3 v-(0 , 7.11 37000 5,200 TB 4 031334 -2 8/28/03 28 3 K( 7.08 375vo 5 TB 5 Laboratory Data 031334 -3 031334 -4 031334 -5 031334 -6 031334 -7 031334 -8 Remarks 071. fL Results Reviewed By Codes for Break Types: Reviewed By 5 `'S; (7r1 s�ti 1. Cone I X I 2. Cone & Split D Engineer Architect Contractor Howard S. Wright Construction Date Reviewed e 7/ 4 ' 3. Cone & Shear Reported Batch Data Cement Type I - I I Cem. lbs. F. Ash lbs. C. agg. lbs. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water Admixture Other -- Air Ent. (oz/cwt) -- Design Actual Mix No. 0877 0877 Water Added on Job (gals.) 4. Shear 0 Items Inspected X Conforming Non - Conforming Test Method ASTM C39 C -1231 Other C c/Z. X Compressive X Flexural Test Results Conforming Non - Conforming 5. Columnar (Split) �'.ic::a.�r.XvaA'S'i':,s' iFa%'ki��:#'Ct^w�:tiwr"iT,:.t';' i;�;.f;•F4�lt:r�.i:: 7 ✓•6s1Gm��xc,� ✓a�:rv.3,,,,.. • Kirazar'i & Associates, Inc. 1501 - 15th Street NW Suite 106 , Auburn, WA 98002 (253) 939 -2500 Project No. 066 -03063 co. Code 031519 Pour Date 8/21/2003 Report No. 7821 Weather Clear Jurisdiction City of Tukwila Permit No. D03057 Project Southcenter Bon Marche Location 500 Southcenter Mall Blvd. Client Federated Department Stores Field Data supplier Glacier Concrete X Prisms Cyl. Code 031519 -1 031519 -2 031519 -3 031519 -4 031519 -5 031519 -6 031519 -7 031519 -8 Remarks Mortar Grouted Grout Ungrouted Plant No. Flex Beams Other Conc. Alr Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 06:15 618 501058 4.5 70 60 Placement Area Footings Walls Slab /Deck Slab Grids Drag beam on line F/22 - 23 & 13' west of 22 Remarks Columns Pilings Grade Beams Other X Inspector H. Vong Laboratory Data Results Reviewed By Codes for Break Types: 1. Cone Reviewed By X Design Strength 5000 Test Field Wt. Max. Comp. Tested Break Date Cure Age Dim Area Lbs. Load Str. (psi) Set # By Type 8/28/03 7 4x8 12.52 47000 3,750 MC n/a 9/18/03 28 4x8 9/18/03 28 4x8 H 2. Cone & Split D Engineer Architect Contractor Howard S. Wright Construction Site Mix Date Reviewed /A 3. Cone & Shear Reported Batch Data Cement Type I Design X Actual Mix No. 0541 Cem. lbs. 480 F. Ash lbs. 120 C. agg. lbs. 1940 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1315 Water 242 Admixture 24.0 wra Other Air Ent. (oz/cwt) -- -- ..wrnnrreaugrr. . , .*.tttO A Water Added on Job (gals.) Items Inspected X Conforming Non - Conforming Date Specimens Recd. 8/27/03 4. Shear Test Method Other ASTM C39 C -1231 k' Compressive X Flexural Test Results Conforming Non - Conforming 5. Columnar (Split) y1, ,M1dtSRlrF�41,a4'+f':h"{^'C%t: +[ Ark' :t Yph •Y?+f T�'4�" Ol1K?N�N'; -.N iKrazan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 29, 2003 KA No. 066 -03063 Permit No D03057 Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 sep s��® RE: In Process Inspection Report , j Tukwila, Southcenter Washington Renovation O �i/F M a� N i �� 0 `1� g MF r Dear Mr. Howard, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCI &TES, INC. WBT1av Enclosures William B. Throne Auburn Division Manager Pacific Northwest Division CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION COUGHLIN PORTER LUNDEEN Offices Serving The Western United States 1501 — 15` Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03063 brak,doc Y'� I 'razan & Associates, Inc. Project No. 066 -03063 Cyl. Code 031466 Pour Date 8/20/2003 Report No. 7869 Weather Clear Jurisdiction City of Tukwila Permit No. D03057 Project Southcenter Bon Marche Location 500 Southcenter Mall Blvd. client Federated Department Stores Field Data Supplier Glacier Concrete X Prisms Inspector D. Rierson Laboratory Data Cyl. Code 031466 -1 031466 -2 031466 -3 031466 -4 031466 -5 031466 -6 031466 -7 031466 -8 Remarks Results Reviewed By Codes for Break Types: Mortar Grouted Grout Ungrouted Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 06:15 207 500955 5" 82 62 Placement Area Footings Walls Slab /Deck Slab Columns Pilings Grids Drag beam & trash chute 7" long 18 - 21/F Grade Beams Other X Remarks Resteel per plan. Concrete pumped & mech. vibed to consolidate. Resteel & material incompliance w /approved plan & job specs, to the best of my knowledge. Reviewed By g 1. Cone I X I 2. Cone & Split 1501 - 15th Street NW Suite 106 , Auburn, WA 98002 (253) 939 -2500 Site Mix Plant No. 282 Flex Beams Other Design Strength 5000 Engineer Architect Contractor Howard S. Wright Construction Test Field Wt. Max. Comp. Tested Break Date Cure Age Dim Area Lbs. Load Str. (psi) Set # By Type 8/27/03 7 4x8 12.49 56000 4,480 MC n/a 9/17/03 28 4x8 9/17/03 28 4x8 H Date Reviewed 1/2_ 3. Cone & Shear Reported Batch Data Cement Type I Design X Actual Mix No. 0541 Cem. lbs. 480 F. Ash lbs. 120 C. agg. lbs. 1940 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1315 Water 242 Admixture 24.0 Other Air Ent. (oz/cwt) Water Added on Job (gals.) 4. Shear Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. 8/22/03 Test Method Other ASTM C39 X C -1231 X Compressive X Flexural Test Results Conforming Non - Conforming 25 5. Columnar (Split) Krazan & ASSOCIATES, INC. August 22, 2003 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: Special Inspections Southcenter Bon Marche Renovation Tukwila, Washington Dear Mr. Howard, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from August 8 to August 21, 2003. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. / Pd William B. Throne Auburn Division Manager Pacific Northwest Region WBT■av CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION COUGHLIN PORTER LUNDEEN Offices Serving The Western United States 1501 — 15'" Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 ECEIVE D SFP 2 2003: COMMUNITY DEVELOPMENT 03061 JIF.Ju¢ z;5 1I(1 '21.Z3J1. & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / PROJECT #: 06, 6 "�� (� 3 i PROJ ECT: SN i'lGt�¢11 G LOCATION: KRAZAN PROJECT MANAGER: Superintendent /Representative: Inc. To the best of my knowledge, the abov 215 West Dakota Ave., Clovis, CA 93612 4231 Foster Ave.. Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 Brickoll St., Ontario, CA 91761 (559)348-22W (661) 633.2200 (209) 572 -22W (408) 271 -2200 (916)564-22W (909) 974.4400 CONTRACTOR: / S JURISDICTION: ----- Zeit14// PERMIT #: p a INSPECTOR: WEATHER: Technician: FIELD REPORT NO: 3 7795 APIr <_ t Ar- 1-A ai,.5 POIC • tZL- 7 y s WAS NOT performed in accordance with the approve. •Ian pecifications, and regulatory requirements. 1501 -15th . NW wife 106, Auburn, WA 9800 20714 State Hwy 305 NE Suite 3C, Poulsbo, W Q 370 19501 -144th Ave. NE #F -300, Woodinville, WA :072 12816 NE 95th St. Suite B -100, Vancouver, WA 98682 • • (253) 939.2500 (360)598 -2120 (425) 485 -5519 (360) 254.32(0 IIe�ISIl1Il I) IitE i c Uatc {Ilb x,11.. , I' I. 101c nat ill. m I I c icj , ,Ii ttl m.lm hn ntlt �uthuut the �anucn pcI ! iii n of the client end Klatan r \ »oC lyr :° 1fi' Y ' N ' . i 't L , 2k , 7 .''':•,u,;* , -.6•YtRid7 in,:rn9.= �..YR�xs•.? tyre^. n .si;�.yp >;.�i: 571 +.r`tly`.d'i;Mix r`� es ° Q11(razan & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: U - 3 PROJECT #: o 6 PROJ ECX-clOrgit- adeie LOCATION: C KRAZAN PROJECT MANAG R: Inc. CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: FIELD REPORT NO: 3 7 8 01 8,i(/'Rf‘aiser IAA LA P/45 7//-4o/6- 0-0 peevi cr c-Her---<E • 4.71 i-ft ele. SD .Ero To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle. Sacramento, CA 95815 4221 Brickell St., Ontario, CA 91761 WAS NOT performed in accordance with the approved plan /peci . ons, and regulatory requirements. (559) 348.2200 (661) 633.2200 (209) 572-2200 (408) 271-2200 (916) 564.2200 (909) 974.4400 Technician: 1501 -15th St. NW Suite 106. uburn, ' 98 20714 State 1-l1v% 305 NE Su = 3C, Poulsbo, WA 98370 19501 -144th Ave. NE #F -300. Woodinville, WA 98072 12816 NE 95th St Suite B -100 Vancouver WA 98682 • • • Rciunm U I Irecme Mac x, 11,1)2 I(. I hltl repoit IILI))' n it 111• IC oduced III Ant (01111.11 i∎nh the ii,huc 1'ICI W1111011 of the When' and Kilian S.: AWICI.itcn it{+ICX1..W pq S4' !r 8kfkYi :y 4Cti • ;..1.M; J t. q.ar tiff . i4 P :tL"RS!@ kt'I➢135i "' c/, 1 6.11 7 (253) 939 -2500 (360) 598 -212o (425) 485 -5519 (360) 254 -3200 +itive}y yip ' A 441Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: P PROJECT #: 6" 03063 PROJECT: LOCATION: � �Q j C�� 6e ,t4 KRAZAN PROJECT MANAGER �tf,�j'r- Superintendent /Representative: AJ/A- 215 West Dakota Ave.. Clovis, CA 93612 4231 Foster Ave., Bakersfield. CA 93308 1025 Lone Palm Ave. #8G, Modesto. CA 9535 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 Brickell St., Ontario, CA 91761 Z2— / /3/ Wees7 G Gj/1-11 22 611-e-e _ , o. - t errf.,/ ,ff2/ (559) 348 -2200 (661) 633 -2200 (209)572-22W (408)271-22W (916) 564.22(x7 (909) 974.4400 CONTRACTOR: PS 1/(Z2/ JURISDICTION: 7 ' PERMIT #: Q',3 -GZr INSPECTOR: � ()/' �G WEATHER: TEMP: 4,01--- Technician: FIELD REPORT NO: 3 7 817 fo0 To the best of my knowledge, the abov AS NOT performed in accordance with the appro ed .Ions, specifications, and regulatory requirements. 1501 -15th St. N bite 106, Auburn, WA 98002 • (253)939-25W 20714 State Hwy 305 NE Suite 3C, Poulsbo. W 8370 • (360) 598 -2126 19501.144th Ave. NE #F -300, Woodinville. WA 98072 • (425) 485 -5519 12816 NE 95th St. Suite B -100, Vancouver WA 98682 (360) 254 -3200 Ito tston 0 Iillccuso Date N' 16 02 lc 'mot rh., ', testy not he tcpto.htced u, any lot nut without the wnncn 1M:1111114 KM oI'Ihe cltcnt.uul Kratan.0 Assuct.tics FUxt*:= haM.z�':'Y ..., . -W72 William B. Throne Auburn Division Manager Pacific Northwest Region WBT1av F K & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 4, 2003 KA No. 066 -03063 Permit No. D03057 Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: Special Inspections Southcenter Bon Marche Renovation Tukwila, Washington CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION COUGHLIN PORTER LUNDEEN RECElliFrt AUG 11 2003 ear. ! NT Dear Mr. Howard, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on July 30 and July 31, 2003. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Offices Serving The Western United States 1501 — 15'" Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03063 d0.dac an. & Associates, Inc. GEOTECHNICAL f`NGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 7--tga/3/ - a 3 CONTRACTOR: ..< u1aS7/5� -1%-/ , //a s Ir /1 DATE: PROJECT #: oG(o3oa3 • PROJECT: 77 a LOCATION: 52),4-1,L Ct i — KRAZAN PROJECT MANAGER: GA). Type of Inspection Performed Reinforcing Steel Reinforced Concrete Reinforced Masonry Shotcrete Other (specify) Structural Steel Fabrication Structural Steel Erection Expansion Bolts Fire - proofing Grout Cyl. Code Slump (in.) Supplier No. of Samples Total Cubic Yards Placed ?557 To the best of my knowledge, the abq: "AS NOT performed in accordance with the approve Superintendent/Representative: Technician: MATERIAL REPORTNO.:. 3999 PERMIT NO.: INSPECTOR: MISC.: WEATHER: r _ TEMP: 7D -� j eon r9/ Type of Structure Inspected Columns Slab -on -Grade Structural Slab Post - tensioned Slab Footings Pilings Grade Beams Walls Other (specify) Design Strength Time Air Temp. Grout Temp. (F) Specific Location(s) Grids .ems^. cg , p 1.4e c 4o/1-cc- P v 7 2-- p Tr7 � 2€ , 3 a rY 1 �. Remarks 01/9 -121D :Tr */ b"./ 1-L � j ��qN C —_. %~ Z<t �tfi�� S'`� -- 6,p afr< _ ,e4reria, 19 7- c Concrete Cyl. Code Slump (in.) Supplier N Air Content 614^_l 44dg o. of Samples 4- , 4 Mix No. Design Strength Total Cubic Yards Placed Time Air Temp. Conc. Temp. (F) Mortar Cyl. Code Slump (in.) Type of Mortar No. of Samples Design Strength Total Cubic Yards Placed Time Air Temp. Mortar Temp. (F) HOURS DESCPT IN OUT ST OT MIL s, spe caitons, and regulatory requirements. 1KJ3Zafl & ASSOCIATES, INC. July 18, 2003 Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: In Process Inspection Report Southcenter Bon Marche Renovation Tukwila, Washington Dear Mr. Howard, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. WBT\av Enclosures GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION William B. Throne Auburn Division Manager Pacific Northwest Division CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION RECEIVED WV 2 4 2003' DEVELOPMEN Offices Serving The Western United States 1501 — 15` Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 ICA No. 066 -03063 Permit , A ' 03057 03063 broik,doc .._,,. «..7,:... a" r✓, u. IL; eJ: ^.+;.`,i:iii.iut:.iv:�m37��:tSh 1" LtI,Lt.'frlt f5: 'vitii'L�.�.'�' �i: SiJSNNwaocL 'L'•o+:i1 +.:�i.l�.iLirw::...:: w.:wL:.�:n�aL`1V�.d:.r':.:w W.razan & Associates, Inc. 1501 - 15th Street NW Suite 106 , Auburn, WA 98002 (253) 939 -2500 Project No. 066 -03063 Cyl. Code 031021 Pour Date 6/19/2003 Report No. 9180 Weather Dark Jurisdiction City of Tukwila Permit No. D03057 Project Southcenter Bon Marche Engineer Location 500 Southcenter Mall Blvd. Architect client Federated Department Stores Contractor Howard S. Wright Construction Field Data Supplier Glacier Concrete X Prisms 031021 -2 031021 -3 031021 -4 031021 -5 031021 -6 031021 -7 031021 -8 Remarks Results Reviewed By Mortar Grouted Placement Area Footings Walls Slab /Deck Slab Grout Ungrouted Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 4:35 618 169122 5 1/8" 73 56 Columns Pilings Grids Drag beam F line from 28 line to 31 line Inspector M. Jewell Reviewed By Codes for Break Types: 1. Cone Y 2. Cone & Split Site Mix Plant No. 282 Flex Beams Other Grade Beams Other X Remarks Concrete placed by wheel barrow. Consolidated by H/F vibrator. Reported Batch Data Cement Type I Design Actual Mix No. 541 Cem.lbs. 480 481 F. Ash lbs. C. agg. lbs. 1940 1929 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1315 1307 Water 29 gal 26 gal Admixture 20 oz. 20 oz Other Air Ent. (oz/cwt) Water Added on Job (gals.) 8 Items Inspected X Conforming Non - Conforming Laboratory Data Design Strength 5000 Date Specimens Recd. 6/20/03 Cyl. Test Field Wt. Max. Comp. Tested Break Code Date Cure Age Dim Area Lbs. Load Str. (psi) Set # By Type 031021 -1 6/26/03 7 4x8 12.60 56000 4,480 1 JH n/a 7/17/03 28 4x8 12.50 77500 6,200 1 JH n/a 7/17/03 28 4x8 12.50 78000 6,240 1 JH n/a H 1 Date Reviewed 3. Cone & Shear 4. Shear Test Method Other ASTM C39 X C -1231 X Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) iIK t r'az ari. & ASSOCIATES, INC. 0JULa311r July 25, 2003 GEOTECHN1CAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: Special Inspections Southcenter Bon Marche Renovation Tukwila, Washington Dear Mr. Howard, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from from July 23 to July 24, 2003. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOC) !TES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\av CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION Offices Serving The Western United States 1501 — 15 th Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939-2556 03061 dh.dnc COMMUNITY DEVELOPMENT 61Kraz an & Associates, Superintendent /Representative: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7/Z343 PROJECT #. 066 -C O 3 PROJECT: ,SON MA-RCf/E LOCATION: ,SO JTHCENTER MALL KRAZAN PROJECT MANAGER WQT To the best of my knowledge, the abov 215 West Dakota Ave., Clovis, CA 93612 4231 Foster Ave.. Bakersfield, CA 93308 1025 Lone Palm Ave. 118G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 Brickell St., Ontario, CA 91761 WAS .rlt4 Imigli 1.#>r rA V P!� !ta:.. . , IPxyrt!R Ott IRA! (559)348-2200 (661) 633.22(X) (209) 572 -2200 (408) 271.2200 (916) 564.2200 (909) 974.4400 Inc. CONTRACTOR: 11,5, W/R /G/ JURISDICTION: - riirieRA , w4, PERMIT #: 4 0 J.305'?' INSPECTOR: Al SORANr /NO WEATHER: FAIR Technicia 1501 -15th St, NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -144th Ave. NE #F -300, Woodinville, WA 98072 12816 NE 95th St. Suite 8 -100, Vancouver WA 98682 FIELD REPORT NO: 37 6 61 TEMP: 70°F CR SER VFD /NSTAL.LATION OF ##6 EPDXyANCHORF/T RERAR hDWELS INTO XI - r /IV& CO/Yr.RETE FLOOR @ SO / /TN flu u 44/AL.L RETW�EN L./Iy.ES a3 va 6 ALONG LIVE I L DRILLED 1yl>LE5 APPEAR L OF PR/OR TO FILL //VG W/77.1 HILT/ N/ T RESOD Apt./ S/ vF MA TERIAL ANI /NS TA LLA T /O/Y OF JQ WEL S. A (o " EMBEDMENT WAS L/SED, Lt/ORK APPAPEI) ADEQUA ANn .SAT /SFACTORy A,5 PCR AJANLiFACTURER'5 RECDM/1P OAT /CMS AND PLAN /Wi YJDED, AND WA PA::'"RAORM, D 8Y 011,41/1 PERSON/V�L , \ OT performed in accordance with the approved plans, specifications, and regulatory requirements. (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 (360) 254 -3200 Revuiun 0 Effective Date MI IbIO: MOCS/ 1E4I1 !.9.2S 111!t> w , 1 P gayt�ca 0 n j 1 UI wnlluut the wiittcn xmursw orthe E vA pnJ µt ti?,;t itt rAtmor kiiiKrazan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: `,7/074i3O3 PROJECT #• 066 — 03(M3 PROJECT: ROA/ MARC,yF LOCATION: SDUTNCENT R MALL KRAZAN PROJECT MANAGER I{/BT v 4 • • AIL • iof ` � : . 5 DOWELS" INTO EX / CONG,QFTE ( ,SDUTiy CA /J WAl L r25 -a2S O/V L /NF L OVERHEAD) Ai/L7/ »r - /.'S'6 ADNES/ AlATh - RJAL AND Any ef "/ BE/)ft1E/Y7 WARE USED. 1i/ORk A PPEA e2ED A QEa UA TE AS PER P LA M To the best of my knowledge, the abo WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: 215 West Dakota Ave.. Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle. Sacramento, CA 95815 4221 Brickell St., Ontario, CA 91761 (559) 348 -2200 (661) 633-2200 (209) 572 -2200 (408) 271 -2200 (916) 564 -2200 (909) 974-4400 1. 1I/ t CONTRACTOR: f-/,5. W ,' /GJ -tr JURISDICTION: `17iKW)J, 1444. PERMIT #: t 3Q57 INSPECTOR: /►V S%RAN7/NO WEATHER: FAIR FIELD REPORT NO: 37663 1501 -15th St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144th Ave. NE #F -300, Woodinville, WA 98072 12816 NE 95th St. Suite B -100, Vancouver, WA 98682 TEMP: 70 °F Rolston 0 ['Sect ive Dute 101 dtl P thou{ the wntenyentusstun , � „ of the client and Kn an St As b t C� n,+v n c.. , , r.. .nt�•r.•.:.mna�ru.t ewe.'. Mn.- AYtF2�FT•,. C2 (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 (360) 254.3200 +: r i ` . 1 f1Krazan July 25, 2003 Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: In Process Inspection Report Southcenter Bon Marche Renovation Tukwila, Washington Dear Mr. Howard, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSO William B. Throne Auburn Division Manager Pacific Northwest Division WBT\av Enclosures TES, INC. CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION 10 -- RECEIVED & ASSOCIATES, INC. oJULt31 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03063 break.doc cnMMI InuTy DEVELOPMENT :..:.«<.�+:�:4.&: KA Permit "_ z Z CL 0 ND w= • J 1- U) LL: w 0 J' u, Q I CI, � z = ZO 0 ut O N O I— w I - 0 • ui 0 ▪ ~' z I<raza'r & Associates, Inc. Project No. 066 -03063 Cyl. Code 031056 Pour Date Weather Lt. Rain Jurisdiction City of Tukwila Project Southcenter Bon Marche Location 500 Southcenter Mall Blvd. Client Federated Department Stores Field Data Supplier Glacier Concrete X Prisms Time Truck # 6:20 618 Mortar Grouted Ticket # 4537 Grout Ungrouted % Air Slump 4.25 Site Mix Plant No. 291 Flex Beams Other Conc. Air Temp. Temp. Unit (F) (F) Wt. 67 55 -- Placement Area Footings Slab /Deck Walls Slab Columns Pilings Grids Drag beam F line from 31 line to 33 line Grade Beams Other X Remarks Concrete placed via pump truck. Consolidated by H/F vibrator. Inspector M. Jewell Laboratory Data Cyl. Code 031056 -1 031056 -2 031056 -3 031056 -4 031056 -5 031056 -6 031056 -7 031056 -8 Remarks Test Field Date Cure Age 6/27/03 7 7/18/03 28 7/18/03 28 H Results Reviewed By Codes for Break Types: 1. Cone Dim Area 4x8 12.50 4x8 12.50 4x8 12.50 Reviewed By Design Strength 5000 Wt. Max. Comp. Lbs. Load Str. (psi) 51500 4,120 72000 5,760 71500 5,720 2. Cone & Split 1501 - 15th Street NW Suite 106 , Auburn, WA 98002 (253) 939 -2500 Engineer Architect Contractor Howard S. Wright Construction Set # 1 1 1 1 Date Reviewed / 2/2 4 7 3. Cone & Shear 6/20/2003 Permit No. D03057 Reported Batch Data Cement Type I Design Mix No. 0541 Cem. lbs. 480 F. Ash lbs. 120 C. agg. lbs. 1 940 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1315 Water 29 gal Admixture 20 OZ. Other Air Ent. (oz/cwt) Actual 478 122 1948 1308 25 gal 19 oz Water Added on Job (gals.) 4. Shear 8 9189 Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. 6/27/03 Tested Break By Type JH n/a JH n/a JH n/a Test Method Other ASTM C39 X C -1231 X Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) 1Krazan & ASSOCIATES, INC. July 2, 2003 Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: Special Inspections Southcenter Bon Marche Renovation Tukwila, Washington Dear Mr. Howard, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on June 25, 2003. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\av GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION ilece ormn- 9 EOP T Offices Serving The Western United States KA No. 066 -03063 Permit No. D03057 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03063 da.d,c I(i azari. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6/2 5103 PROJECT #: 064 - 0.30 (�3 PROJECT: gON N1ARCl /E LOCATION: SOUTIICENTER MALL KRAZAN PROJECT MANAGER 14/8 VISUALLY 0 SE/?VED INSTAII.AT /ON OF.SE /S/$? /l', RFINPORC //w FISERWRAP, M/CL U /))NG 3TARF1S1-/ A/YC /-'Oi 5 0A/77) MOMENT RESISTING WALL- W ALONG LINE 1 F BETWEEN LINES 30 -33, 2DTTOM IaALF OF WALL-PA/ALL LEVEL, .ASrS /,ofr OA' 81.D, a F /BER. Lt/RAP WAS INSTALLED lv .2 LAVERS OVER .SK /P'/1 COAT AD1-/Z S1 Vb /t1A TERML, WI T7-/ ,STARE / SN ANCHORS IASTALL/ L' INTO .3''L)EEPXOL 4A/l) Lre0XM (0? PER 51/EErPER. 57/)E) 4/VD A MIN, I` O VE,P1 A RETIVEL"1V I/OR / ZONTA I- ,S/IEErs AT 1/RT /CAL M //WALL. 5LANf. NO OVERLAP LX' /ST E1> AT PORIzONTAL .SFAMS, NA7'ER1AL ROLLS 348►'3496,140. :OOOO59) 14 'E WORK OBSERVED APPEA-RED 54 T /SFAGTDRY /1/1/0 AS PER 414Nf/P,4a7,RE,P / S RECO/1 AVl1AT /O/VS J.4,/ /77/ NO 1// 5 /BL E 4/A' P, OB,r41 ES Q/Q I-'O /DS A T T/N Of /A/.ST,4 _1.4 TJO4/, Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto. CA 95351 545 Parrott St., San Jose. CA 95112 123 Commerce Circle. Sacramento. CA 95815 4221 Brickell St., Ontario. CA 91761 To the best of my knowledge, the above WASH/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. • • • • • • (559) 348-22W (661) 633.2200 (209) 572 -2200 (408) 271.2200 (916) 564.2200 (909) 974-4400 CONTRACTOR: f� S L ✓RI (4/7" JURISDICTION: T Lfkij/ /ZA h/A PERMIT #: DO -30f7 INSPECTOR: N SOR,RNT/ WEATHER: CLEAR FIELD REPORT NO: 37 377 l2 -C.vr� 1501 -15th St. NW Suite 106. Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144th Ave. NE #F -300. Woodinville, WA 98072 12816 NE 95th St. Suite B -100, Vancouver. WA 98682 TEMP: 5r or r (253) 939.2500 (360) 598.2126 (425) 485 -5519 (360) 254.3200 Revision 0 Effective Date 8/I6/02 ,f,� v g4 U k.* tp nut without the written Ixmusstun of the client and KtaLlttt do Assua.tes iKrazan & ASSOCIATES, INC. July 2, 2003 Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: In Process Inspection Report Southcenter Bon Marche Renovation Tukwila, Washington Dear Mr. Howard, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Division WBT\av Enclosures CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION Recole° KA No. 066 -03063 Penal o .4) Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03063 brcak.doc '%: i..1�.:r ' :d.t::vrtii. e;.:::. lr. �Si+ u,.. aL •.:....v�.st.+...::'w... +:u.:i Kraza;i & Associates, Inc. 1501 - 15th Street NW Suite 106 , Auburn, WA 98002 (253) 939 -2500 Project No, 066 -03063 Cyl, Code 031021 Pour Date 6/19/2003 Report No. 9180 Weather Dark Jurisdiction City of Tukwila Permit No. D03057 Project Southcenter Bon Marche Engineer Location 500 Southcenter Mall Blvd Architect Client Federated Department Stores Contractor Howard S. Wright Construction Field Data Supplier Glacier Concrete X Prisms Cyl. Code 031021 -1 031021 -2 031021 -3 031021 -4 031021 -5 031021 -6 031021 -7 031021 -8 Mortar Grouted Grout Ungrouted Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 4:35 618 169122 5 1/8" 73 56 Placement Area Footings Walls Slab /Deck Slab Columns Pilings Grids Drag beam F line from 28 line to 31 line Grade Beams Other X Remarks Concrete placed by wheel barrow. Consolidated by H/F vibrator. Inspector M. Jewell Laboratory Data Test Field Wt. Max. Comp. Tested Break Date Cure Age Dim Area Lbs. Load Str. (psi) Set # By Type 6/26/03 7 4x8 12.60 56000 4,480 1 JH n/a 7/17/03 28 4x8 1 7/17/03 28 4x8 1 H 1 Remarks Results Reviewed By Codes for Break Types: 1. Cone Reviewed By 4 Design Strength 5000 2. Cone & Split Site Mix Plant No. 282 Flex Beams Other Date Reviewed 3. Cone & Shear Reported Batch Data Cement Type I Design Actual Mix No. 541 Cem.lbs. 480 481 F. Ash lbs. C. agg. lbs. 1940 1929 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1315 1307 Water 29 gal 26 gal Admixture 20 oz. 20 oz Other Air Ent. (oz/cwt) Water Added on Job (gals.) Date Specimens Rec'd. 6/20/03 4. Shear Items Inspected X Conforming Non - Conforming Test Method Other ASTM C39 X C -1231 X Compressive X Flexural Test Results Conforming Non - Conforming / 5. Columnar (Split) fet 8 Krazaa & Associates, Inc. Project No. 066 -03063 Cyl. Code 031056 Pour Date Weather Lt. Rain Jurisdiction City of Tukwila Project Southcenter Bon Marche Location 500 Southcenter Mall Blvd. Client Federated Department Stores Field Data Supplier Glacier Concrete X Prisms Cyl. Code 031056 -1 031056 -2 031056 -3 031056 -4 031056 -5 031056 -6 031056 -7 031056 -8 Remarks Mortar Grouted Time Truck # Ticket # 6:20 618 4537 Inspector M. Jewell Laboratory Data Results Reviewed By H Codes for Break Types: 1. Cone Grout Ungrouted % Air Slump Reviewed By Wt. Area Lbs. Test Field Date Cure Age Dim 6/27/03 7 4x8 12.50 7/18/03 28 4x8 7/18/03 28 4x8 2. Cone & Split 1501 - 15th Street NW Suite 106 , Auburn, WA 98002 (253) 939 -2500 Site Mix Plant No. 291 Flex Beams Other Conc. Air Temp. Temp. Unit (F) (F) Wt. 4.25 67 55 Placement Area Footings Walls Slab /Deck Slab Columns Pilings Grids Drag beam F line from 31 line to 33 line Grade Beams Other X Remarks Concrete placed via pump truck. Consolidated by H/F vibrator. Design Strength 5000 Max. Load 51500 Comp. Str. (psi) 4,120 Engineer Architect Contractor Howard S. Wright Construction Set # 1 1 1 1 Date Reviewed 7/2- 3. Cone & Shear 6/20/2003 Report No. 9189 Permit No. D03057 Reported Batch Data Cement Type I Design Mix No. 0541 Cem. lbs. 480 F. Ash lbs. 120 C. agg. lbs. 1940 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1315 Water 29 gal Admixture 20 OZ. Other Air Ent. (oz/cwt) Water Added on Job (gals.) Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. 6/27/03 Tested Break By Type JH n/a 4. Shear Test Method Other ASTM C39 X C -1231 X Compressive X Flexural Test Results Conforming Non - Conforming Actual 478 122 1948 1308 25 gal 19 oz 8 5. Columnar (Split) I 1krazari & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 8, 2003 KA No. 066 -03063 Permit No. D03057 Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: Special Inspections Southcenter Bon Marche Renovation Tukwila, Washington Dear Mr. Howard, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 26 to July 1, 2003. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. ,74 WBT\av William B. Throne Auburn Division Manager Pacific Northwest Region CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION RECEIVED COMMUNITY DEVELOPMENT Offices Serving The Western United States 1501 — 15' Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03063 JR.Ooc iu�•, r. �1 ��t 1�.::$ 1�3iJ:: ESs�.' 9. 3`, .:i`t <raada:�:vi;u::.s::.a... �...•..:a� v `•Y - _ " I(r'azari & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: LA? 610 PROJECT #: Q( -031)03 PROJECT: 130N MARCI-ii LOCATION: cOUrIWCENTER MALL KRAZAN PROJECT MANAGER: WBT Superintendent /Representative: Technician: 215 West Dakota Ave., Clovis, CA 93612 4231 Foster Ave.. Bakersfield, CA 93308 1025 Lone Palm Ave. #8G. Modesto, CA 95351 545 Parrott St., San Jose. CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 Brickell St., Ontario, CA 91761 FIELD REPORT NO: 3 7 3 7 9 CONTRACTOR: 14/RJ6M'T JURISDICTION: TUKWILA WA. PERMIT #: 49u' Do-3057 INSPECTOR: ,y SORANr /A/0 WEATHER: CL CONTINUED V /SLJI L ORStR VATION OF INSTALLATION OF F /8L^R WRAP @AID1IENT RESISTING WALL W L-ONC3 L /N4 f , AIALL ,LCVEL J L: AS T S /DE (3F gLUG, WORX COkT /NU4 TO APPL4R As /7E CRi/3L:D IN kR,4z, -4N REPORT $37377 OF 6/2503: To the best of my knowledge, the abo$ WAS AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. 1501-15th St. NW Suite 1., Auburn, WA 98002 20714 State Hwy 305 N Suite 3C, Poulsbo, WA 98370 19501-144th Ave. NE #F -300, Woodinville, WA 98072 12816 NE 95th St. Suite 8.100, Vancouver, WA 98682 TEMP: ! p ° % (559) 348 -22010 (661)633 -2200 (209) 572.2200 (408) 271.2200 (916)564 -2200 (909) 974 -4400 Recision 0 Glrrct■e Date. SiI 1 I t} i4 ndt tr uu4t4 d in,ill'r1n11Ut 'tiWnt the Wttttett ,tetitlnftntt Ul the theta and Ku u,u1, Aflurttttcf 4 tV t iti,3✓c<wem *WAt !vsiViNfl .x 025RO MITC tsa iriiVY' (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 (360) 254 -3200 0511Krazan & Associates, DATE: 7 /02 ` 3 PROJECT #: O(/, 03063 PROJECT: SON MARCNP LOCATION: SD UrHC"NT R KRAZAN PROJECT MANAGER' WRT To the best of my knowledge, the abov Superintendent /Representative: GEOTECHNICAL ENGINEERING ' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 215 West Dakota Ave.. Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto. CA 95351 545 Parrott St., Son Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 (Pickett St., Ontario, CA 91761 • (559) 348.2200 (661) 633.2200 (209) 572.2200 (408) 271.2200 (916) 5642200 (909) 974.4400 Inc. INSPECTOR: /►� ,5')R4Ni /N<) WEATHER: CLEAR FIELD REPORT NO: 3 7 3 8 1 CONTRACTOR: /- .5, WR / & /1'T JURISDICTION: TUX W /LA, WA. PERMIT #: 3/4,144-4) An: - 30g7 1501 -15th St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -144th Ave. NE #F -300. Woodinville, WA 98072 12816 NE 95th St. Suite B -100, Vancouver, WA 98682 TEMP: ( Q of 0,511/ILLY OBSER V COMPLE 7/ ON OF /N5TAL L 4 T /UN OF FIBER WRAP AT 14/4LL l t/ -.' (ExcaiivN[ PA /Nr/NG) A5 REPORTEL_> l'Y KRAZAN REPO ?r #37377 of �/.7 / o . AA/D #x` 3 7379 D 6/26/0.3- WORKAPPEA RED ADE&UAr ►'-.SAT75FA PL-- PL4NAND 414HUFA'C77 , R'5 , ECDAIAiF_/YD4T /DNS, Rej//,S # 34 1 .2. ,- 4r3(Lv;D. 000ne)6"9) WERE" !/S �O WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Re�uion 0 IiIICCIICC t),ne IWO: the client This re hill nu not be reproduced in on) IoIIn.0 wi bout the wrinen IICI IIInSN or the Client and Kr .udn & Associates ty+ nSN. gA. lYt F1: 3' 13' .`ti'd. #' -0M?tt- 1?'rfklantsf:u =,z ..__ ... _ . (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 (360) 254.3200 I< razai - i & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: �3Q 0 PROJECT #: to - C30t'o3 PROJECT: 50N /1?ARCbi LOCATION: SOOTHCENTER MALL KRAZAN PROJECT MANAGER WBT CONTRACTOR: 14/R /(j1�T" JURISDICTION: 7Z/kW /LA 1 PERMIT #: 00-3057 INSPECTOR: Ai 54('A YT /ND WEATHER: CLOUDY FIELD REPORT NO: 37387 TEMP: 5 °f V/S J4LLY oa5 R VEJ) /A/5TA /CN OF SE/sfrmi. RE /NPtRC/NG FIBERWR4 P, I.NCLl10/,V& . 5TARP /SH AIYC/ORS, ONTO MOANENr RESISTNG WALL ,ALONG LINE I F / Ez7 EN L /EVES / 8 -,2/ &aT?r7Al HALF OP WALL PM,4IL. LEVEL., I ,BLDG. El SERWRAP WAS JNsTAL.ED /N ? LA yEA S OVER _SWIM COA TAD, /ES/ l'E MA TER /AL , 11.11777/ cl s, / ANCHORS /NSrALLED /N7) 3 // nEEPitlO26zs ANL) EPDX/ED (-2 PER _SyEETPlc" F/Yd)Aiyy A AWN. l 'OVERLAP BETWEF-/1/ JCR /Z,2NTAL SEAR S AT VER A'l /I)it/ALL SEA/PIS, NO 0 VE/ L4P L-a -)s D ,4r NOR /Zo/v7AL SEAMS. it47 R /AL RC 338 ) WERE USED, h/ORk 0255R1rED APPPARE/) 5AT /SFACTORY A 4 ,45 P.EP /WANT/ - FA CTZURCR S RECc !/fiAlE D4 T/D1VS V /TX/ ,/P Y/SIBi X41,? 8 5''�S OR VOIDS Ar r //$IEtU.c /NS- ALLAT /O/V, To the best of my knowledge. the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G. Modesto, CA 95351 545 Parrott St.. San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 Brickell St., Ontario, CA 91761 i t t t rat WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. (559) 348 -22W (661) 633-22W (209) 572 -22W (408) 271 -22W (916) 564-22W (909) 974-44W I'ht c not nu Tech p a • 1501 -15th St. NW Suite 106. Auburn, WA 98W2 20714 State Hwy 305 NE Suite 3C, Poulsbo. WA 98370 19501 -144th Ave. NE #F -300, Woodinville. WA 98072 12816 NE 95th St. Suite 8 -1W, Vancouver, WA 98682 Rctuiun 0 I ITectite I)atc S /Itu02 nut be tc 110dUCed m ,ut . I'M Mat without dtr wn Ixt nuesnat of the client and Kr atan .Yc ASYUCWteS 2+',7+K"WhViZAt 4, ,T*1.Vryr.N.YJ\?'!'I 1'. enw: 11 , %;Vie r vV41 7iYitlf'3.7Y (253) 939 -25W (360) 598 -2126 (425) 485 -5519 (360) 254 -32W tiiiKrazan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1 7///03 PROJECT #:064-03063 PROJECT: ROAI MARCE LOCATION: S0V77/CENTER MALL KRAZAN PROJECT MANAGER WRT CONT./NOEL VISUAL //YSPECT /ON OF /NSTA LLA7/(7M OF F /REW AP AND . STA2F/S /-/ ANt ONTO MDA?ENT RE.S /ST //1/G WALL W-.2 ALONG L/N‘ 1 c RFTWEEN L/NES /S' - .2/, TOP J /ALf DF WALL MALL L,EWL, WESTStE .411( Z4N REPORT #373FF7 OF On/o3 . ROLLS .34 1 434 1 / / , 4N1) 0/1 (/NNI MRERED ROLL OF MATED /AL h'45 155 LL r: , • • !A To the best of my knowledge, the above Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 4231 Foster Ave.. Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St.. San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 (Nickell St., Ontario. CA 91761 WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. (559) 348 -2200 (661) 633 -2200 (209) 572 -2200 (408) 271-2200 (916) 564 -2200 (909) 974.4400 CONTRACTOR: Wq/R /&H JURISDICTION: TUKWILA, WA. PERMIT #: DO-3057 INSPECTOR: f SORANT /ND WEATHER: FA /R Technic FIELD REPORT NO: 3739 0 1501.15th St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144M Ave. NE #F -300 Woodinville, WA 98072 12816 NE 95th St. Suite 8 -100, Vancouver, WA 98682 TEMP: 'S'OF • • • • Restsiun 0 lifl'cctiseUrtc h /lo02 cEl This lc kit may nut t.,'cooduccd in any Mini 0 without c writien l)r11111S11u11 of the Client and Kr iz.nl S Assuchncs w:tr.^grx.y _ (253) 939 -2500 (360) 598.2120 (425) 485.5519 (360)254-3200 i`ii.j bSLSdLiza 1b 9J 1 Kr'azan & ASSOCIATES, INC. June 24, 2003 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: Special Inspections Southcenter Bon Marche Renovation Tukwila, Washington William B. Throne Auburn Division Manager Pacific Northwest Region WBT\av CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION RECEIVED COMMUNITY DEVELOPMENT KA No. 066 -03063 Dear Mr. Howard, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 19 to June 20, 2003. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSO IATES, INC. Offices Serving The Western United States 1501 — 15i Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 OM) dh e`.::::.�v:il:t:;„':i:ii �' r�.. is�la +;,.J:u::2;:�a ;.►:;`1'`J.ty 3, L3i:. ii,G'.n$tiiaw:xcu's,:�i.i�:.:.«. <, n: tr... at. .. sW' �+ w' w: d.,:: �tt�A+ �ut��L+: L�:: ::.t�+::ci�»1::di;�+,r;:'Y::.': I(r2LZUT1 & Associates, Inc, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION • NATURAL RESOURCES / WETLANDS DATE: CP - 1 c 3 PROJECT #: C? l0 3 PROJECT: _ 4 IA: CLIENT: KRAZAN PROJECT MANAGER: - :11 c ntle, d k f 45rIS . To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Avo.k8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 • • (559) 348 -2200 • (661) 633 -2200 • (209) 572 -2200 • (408) 271 -2200 • (916) 564 -2200 uiPJ�i`;�L}hwl� e`3?a3;a " pt FIELD REPORT NO: 8 2 0 5 CONTRACTOR: URISDICTION: MIT #: 003 S INSPECTOR: _ �Q t \ WEATHER: TEMP:y 1)r_ r C Nr on c• S rc 0A/'- b ecn5L, 6\r ( rniQr cl 1 Ot Cow S k'o "S l ► ► 114. , �`T E t I c-c /i n / u � ,e,tc.l, ,�n �c Yee./ IS 1�� 1,t2) , c�lc w c ui �� p I�.�, �x - �- Ica 00-44_Ayle_n 0b G +E C ,-.c c., L., -e) C lac ,r &r . }C n k C 1 I g,.e, G to 9,1`60 /n / WAS NOT performed in accordance w {{th the approved plans, specifications, and regulatory requirements. Ted h 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 • 19501 144th Ave. NE #F -300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939 -2500 (360) 598-2126 (425) 485 -5519 (360) 254-3200 �JC"'.'F�;'� + rl ftac± as., n ..nuy >,,:oP'rSn.7!`.�`CG':r+L+' i�i`,3�d'« �. 1I(i'a.23ii. & Associates, Inc. DATE: P - 03 PROJECT #: O LPL, ' 03OLP3 PROJECT: �c Gw1�u dr b' (�►+ Par a tror - L NT: 5CC) Se►• .C-t' (WI blvd KRAZAN PROJECT MANAGER: t,AB ►`Q r r cpn b f'L rei Vvt.da 0:)". or GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION • NATURAL RESOURCES / WETLANDS To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 • (559) 348 -2200 • (661) 633 -2200 • (209) 572 -2200 • (408) 271 -2200 • (916) 564-2200 CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: 4 :Ju,t,.1 FIELD REPORT NO: 8 2 0 7 tom) 6 W r; „ kw , l � T T PA'I TEMP: c5 re. cA-.4cA / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technicia 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 • 19501 144th Ave. NE #F -300 Woodinville, WA 98072 • 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939.2500 (360) 598-2126 (425) 485 -5519 (360) 254-3200 rayq mc% vXY T f3 Memo To: Laurie Anderson From: Brenda Holt(/ Date: June 4, 2003 Re: Howard S. Wright Construction Please refund $5,010.25 to Howard S. Wright Construction for Permit No. D03 -057. After meeting with the project manager /superintendent the Building Official waived the additional permit fee. Please make the check out to Howard S. Wright Construction and I will forward it to them. Thank you. Xc: 1 City of Tukwila Permit Center ACCOUNT ITEM LIST: Description Payee: HOWARD S. WRIGHT CONSTRUCTION CO doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Parcel No.: 2623049086 Permit Number: D03 -057 Address: 500 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 02/19/2003 Applicant: BON MARCHE Issue Date: 05/22/2003 Receipt No.: R03 -00631 Payment Amount: 5,010.25 Initials: BLH Payment Date: 05/22/2003 12:38 PM User ID: ADMIN Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 251797 5,010.25 Account Code Current Pmts 5,005.75 4.50 Total: 5,010.25 Printed: 06 -04 -2003 CITY OF TUKWILA MEETING 5/30/03 BON SEISMIC UPGRADE PERMIT #D03 -057 AND EARLIER PERMIT #D02 -250 TIMELINE: 10/25/02 2/19/03 3/5/03 3/10/03 3/11/03 3/19/03 3/21/03 3/24/03 4/21/03 4/23/03 4/23/03 4/28/03 May 2003 5/19/03 5/20/03 5/21/03 5/22/03 5/23/03 DISCUSSION TOPICS: Last inspection date for permit #D02 -250 (fitting room revisions) Application made for permit #D03 -057 (seismic work needed before final phase of fitting room revisions included in #D02 -250) Reid Middleton issues review comments on permit #D03 -057 structural drawings. City of Tukwila letter sent to William Polk Associates regarding permit #D02 -250 expiration. Cutoff date for permit 4/23/03. Coughlin Porter Lundeen (CPL) responds to Reid Middleton review of their structural drawings. Reid Middleton letter sent to City of Tukwila accepting CPL response to their review. City of Tukwila issues correction letter for permit #D03 -057 requesting architectural drawings for finishes after seismic work. William Polk Associates begins preparation of an architectural drawing package to address City of Tukwila correction letter request. Howard S. Wright Construction Co. mobilizes on the project and starts initial work which is related to permit #D02 -250 drawings. Cutoff date for permit #D02 -250 inactivity period of 180 days. Architectural package delivered to City of Tukwila to cover architectural finishes after seismic upgrade work. Transmittal noted that this package includes work previously shown in permit #D02 -250 drawings. HSWCC superintendent Mike Irwin initiates contact with City of Tukwila inspector. Advises inspector that he is back on site and restarting previous work and also preparing for seismic upgrade work pending issuance of an additional permit. Periodic HSWCC check -in with the City of Tukwila about seismic permit status. Check cut for payment on remaining balance for seismic permit. Permit issuance "any day" per HSWCC status check. Red tag issued. HSWCC to this point had been unaware that the previous permit had been voided. Framing details added to satisfy additional City of Tukwila questions. Seismic upgrade permit #D03 -057 issued. 2AM morning restart of work halted on 5/20. .A Additional permit fee of $5,010 due to red tag . Need for reinstating permit #D02 -250 . Insulation for exterior envelope. Previously un- insulated exposed structure. 1 a .... ,. ,.y)'• t,.rib ti, az+,�4r'•�.:Y�a�'h. c.i � Z o Lx a �O z Z H i { 14 a 3 P.O. BOX 12510, SEATTLE. WASHINGTON 98111 PH. (206) 506 -7738 / FX. (206) 506 -7641 STORE PLANNING, DESIGN, AND CONSTRUCTION THOMAS C. HOWARD PROJECT MANAGER 1krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 4, 2003 RECEIVED KA No. 066 -03063 -- -Permit-No: M3057 Mr. Tom Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: Special Inspections Southcenter Bon Marche Renovation Tukwila, Washington COMMUNITY DEVELOPMENT Dear Mr. Howard, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 20 to May 29, 2003. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\av CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION Offices Serving The Western United States 1501— 15' Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03063 dit.d c tiiiKrazan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION • NATURAL RESOURCES / WETLANDS DATE: _4-/aO L13 PROJECT #: C 6 -0306,3 PROJECT: aON NIAR�� CLIENT: _S,Q KRAZAN PROJECT MANAGER: 41/$T APR / VED AT JOBS/ TE FOR riRER WRAP INSPECTION, CONTRArroR COULD NOT BE LO CA TED AND NO /NSPPCTJO N Tnae PI 4 ( To the best of my knowledge, the above WAS / Superintendent /Representative: 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Pa/ni Ave. k8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 ti FIELD REPORT NO: 7 7 9 5 CONTRACTOR: H,S h/ JURISDICTION: - ri/xi/ /LA, WA PERMIT #: 00:3057 INSPECTOR: /V7 SORANT /A0 WEATHER: CLOUDY J.:2:0/AM TEMP: 96 performed in accordance with the approved p,- ns, specifications, and regulatory requirements. Technician: • (559) 348 -2200 • (661) 633 -2200 • (209) 572 -2200 • (408) 271 -2200 • (916) 564-2200 1501.15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 • 19501 144th Ave. NE #F -300 Woodinville, WA 98072 • 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 (360) 254-3200 Y YVI iM •__�M•I�, •�•. yam..., -...�� 111<razan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION • DATE: 5/23/03 PROJECT #P O66. - 0.300 PROJECT: RON MARCHE CLIENT: RON NARCNE KRAZAN PROJECT MANAGER: WBT To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lono Palm Ave. #8G Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 NATURAL RESOURCES I WETLANDS • (559) 348 -2200 • (661) 633 -2200 • (209) 572 -2200 • (408) 271 -2200 • (916) 564 -2200 FIELD REPORT NO: l 7 g 9 CONTRACTOR: H-S Wr iGHT JURISDICTION: . 7 - 00W /LA WA . PERMIT #: D03057 INSPECTOR: /v7 SORANT/NO WEATHER: INSIDE 1501.15th t. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 • 19501 144th Ave. NE #F -300 Woodinville, WA 98072 • 11913 NE 103rd Ave. Vancouver, WA 98662 • TEMP: 60°F OBSERVED PLOGGINr "SEALING OF CRACks (.2),13Y SLUMP PU/`?P/NG OF EPDXY RESIN (koNTArr 115 BY CoMTRO"k) INTO EX/ST/Nr CONCRETE WALL ALONG LINE A: BETWEEN LINES .29 v30, MALL LEI/EL, DRILLED HOLES APPEARED AQEI!/ATELY CLEAN PR /OR 70 1 NTEGT /ON OF RESIN A WA /7/ NG 77N1E OF 15 M /NvTES FoR SETUP, ANj? REJNTEC TION FOR .SEALING.. ALSO V /SUALLY INSPECTED FIRER WRAPPING OF WALLS FOR SEISMIC RE /NFORCEMENT ALoNC LINES .21 Y 30, BETWEE/V 'F K '(7; LEVEL _2, ANCHORS APpEAREI) CORRECTLY PLA(ED (6' FROM CORNERS ENDS OF SWEETS) AND FIBERGLASS RAN I-IOR/ZOWTALLy, k!EVLAR VERT /('ALLY. .NO BURRLES WERE PRESENT AN/) WORKAIANSI-/ /P SATISFACTORY WAS NOT performed in accordance with the approved ns, specifications, and regulatory requirements. Technician: (253) 939-2500 (360) 598-2126 (425) 485 -5519 (360) 254-3200 Mr,r ,h,d r 1I(r'azaii & Associates, Inc. GEOrECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE 5/2 9/ PROJECT #:_O (_2O2O( 3 PROJECT: _8O1Y_I RCL/E LOCATION: _SO(/rk_CEh E8 i 14L1. KRAZAN PROJECT MANAGER: WBT OBSERVED Tom " EOLLOGviNG OPERADONS IN P&OGRE_SS- A74IA MALL -LEVEL , ALONG `L ;_BETWEEN .29 3O LJ LES 0_,SEREAAWNG OF E ' 5TR /PPEL) CDNCRETE FALL, /NSTALLAT/QN OF PlbERWRAP NJATERIAl l j AYER C VLGR ENTIR5 • Als A. /NS Ti4 LL ATION OF ANCI,fDRS . (53.3) O,9s f y 4 411 AA To the best of my knowledge, the abo Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 • 4231 Foster Ave., Bakersfield, CA 93308 • 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • 545 Parrott St., San Jose, CA 95112 • 123 Commerce Circle, Sacramento, CA 95815 • ' A Al i • • Ai IV I • - ' I • ♦ A AEI WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: (559) 348 -2200 (661) 633-2200 (209) 572-2200 (408) 271 -2200 (916) 564-2200 CONTRACTOR: _BpS A1GH7 PERMIT NO: D03057 INSPECTOR: L,SORANTJJVO JURISDICTION: �(2W1 L4 WEATHER: /W5)121 TEMP: goo P FIELD REPORT NO.: 8282 226 N. Sherman, $(e. A, Corona, CA 92882 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Hwy 305 N.E., Ste. 3C, Poulsbo, WA 98370 19501 144th Avenue NE # F•300, Woodinville, WA 98072 12816 N. E. 95th St., Ste. 8.100, Vancouver, WA 98682 XLSJ/NG • (909) 549 -1188 • (253) 939-2500 • (360) 598 -2126 • (425) 485 -5519 • (360) 254-3200 0: wlaa+ fcwc o.a r+tv✓ ... ..s.O�nfNMV!,w:i.± tai `9 ?' 71tZttiilftt1,9'RS?#11Q�1 A�It .....�w.err HOURS DESCPT IN OUT ST OT MIL 1I(r'azaii & Associates, Inc. GEOrECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE 5/2 9/ PROJECT #:_O (_2O2O( 3 PROJECT: _8O1Y_I RCL/E LOCATION: _SO(/rk_CEh E8 i 14L1. KRAZAN PROJECT MANAGER: WBT OBSERVED Tom " EOLLOGviNG OPERADONS IN P&OGRE_SS- A74IA MALL -LEVEL , ALONG `L ;_BETWEEN .29 3O LJ LES 0_,SEREAAWNG OF E ' 5TR /PPEL) CDNCRETE FALL, /NSTALLAT/QN OF PlbERWRAP NJATERIAl l j AYER C VLGR ENTIR5 • Als A. /NS Ti4 LL ATION OF ANCI,fDRS . (53.3) O,9s f y 4 411 AA To the best of my knowledge, the abo Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 • 4231 Foster Ave., Bakersfield, CA 93308 • 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • 545 Parrott St., San Jose, CA 95112 • 123 Commerce Circle, Sacramento, CA 95815 • ' A Al i • • Ai IV I • - ' I • ♦ A AEI WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: (559) 348 -2200 (661) 633-2200 (209) 572-2200 (408) 271 -2200 (916) 564-2200 CONTRACTOR: _BpS A1GH7 PERMIT NO: D03057 INSPECTOR: L,SORANTJJVO JURISDICTION: �(2W1 L4 WEATHER: /W5)121 TEMP: goo P FIELD REPORT NO.: 8282 226 N. Sherman, $(e. A, Corona, CA 92882 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Hwy 305 N.E., Ste. 3C, Poulsbo, WA 98370 19501 144th Avenue NE # F•300, Woodinville, WA 98072 12816 N. E. 95th St., Ste. 8.100, Vancouver, WA 98682 XLSJ/NG • (909) 549 -1188 • (253) 939-2500 • (360) 598 -2126 • (425) 485 -5519 • (360) 254-3200 0: wlaa+ fcwc o.a r+tv✓ ... ..s.O�nfNMV!,w:i.± tai `9 ?' 71tZttiilftt1,9'RS?#11Q�1 A�It .....�w.err June 16, 2003 I(razan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Torn Howard FEDERATED DEPARTMENT STORES, INC. P.O. Box 12510 Seattle, WA 98181 RE: Special Inspections Southcenter Bon Marche Renovation Tukwila, Washington Dear Mr. Howard, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 3 to June 11, 2003. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. L �^ William B. Throne Auburn Division Manager Pacific Northwest Region W BT1av CC: CITY OF TUKWILA HOWARD S. WRIGHT CONSTRUCTION Offices Serving The Western United States KA No. 066 -03063 Permit No. D03057 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03063 arr.a. :kli c .Y.i'uar4liFfu`St':kXhuzw ?'CfnKC .:ws.r'...nc>u .WMuv:lu11nnr Kraz & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /342.3 PROJECT 064 PROJECT: -BQN ' MCH LOCATION: 5O L I CENTER ,&ALL KRAZAN PROJECT MANAGER: We T VLSUAiLLQ8SERVED PL A CEMEJv7 QEA_NL 8ER OF W 5 EPDXY C 1 RE_D R f�A.R D_OWZ1s THROUGH E X ASZOIG CON_CR TL 8&M3 ��DOWELS AT EACH LOCAT /ON O1SFRVED)4LONG E iL/NE eMALLJ_E L,ADDVE SUS - PNI>ED CE/LING, DT?i, J 1) /OLES A PPZA RED A DEG? t.ATEL y CLEAN FREE OF DA: RRI S ( %P PR /OR TO P /,CL /NG WTW // /477 AllT-RE500 4D/IES /VEAlA / AND l NSrALLAT /Olv OF RESAR DOWELS AS PER PLAN AND EPDXY U • � A • a. •vu A ft: • � A • . . QUA LIF /ED PPRS6NN To the best of my knowledge, the abov Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348.2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633.2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572.2200 545 Parrott St., San Jose, CA 95112 • (408) 271.2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 FIELD REPORT NO.: 8286 CONTRACTOR H1$ WRi&HT PERMIT NO DO.3i2617 INSPECTOR: M ,,S (2R11LY7'I JURISDICTION: TUeW /LA, WA. WEATHER: FAQ x DESCPT HOURS IN OUT 226 N. Shermal�, Ste. A, Corona, CA 92882 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Hwy 305 N.E., Ste. 3C, Poulsbo, WA 98370 19501 144th Avenue NE # F -300, Woodinville, WA 98072 12816 N. E. 95th St., Ste. 8 -100, Vancouver, WA 98682 TEMP: 5V °F ST OT WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: • (909) 549 -1188 • (253) 939-2500 • (360) 598-2126 • (425) 485 -5519 • (360) 254 -3200 MIL I- tialKrazan. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE 6/5/03 PROJECT f: 06 �o - 0,3_0G3 PROJECT: 8QA MARCH4 LOCATION: _SQt/TNCENT5R 'ALL KRAZAN PROJECT MANAGER: WI-3r RE'COMnEND4 • I D , .; R ' (MALL LE V L � A .1301/4" 5USPEA/DE.0 CA /z_M(G To the best of my knowledge, the abov Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572 -2200 545 Parrott St., San Jose, CA 95112 • (408) 271 -2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564 -2200 FIELD REPORT NO.: 8 2 8 7 CONTRACTOR: 1 WI? 7 PERMIT NO: _ O3 057 INSPECTOR: / LLYt JURISDICTION: 7V,k.i aLA /�, WEATHER: _ /NYSLDE oasgRVeD 'S Au -AT/ON O,EALLVIZ&BER OP W X4415 EPOWANCitioRtz> RERAR L 00P5 -H WERE THEW T /EDAV /rY .5TEEL TIE WIRE TO /NST,4LL ED 5 REBAR LL5IED /N KRAZAN REPORT?' 8x23/ of 613/03,_(440MG L /NL' L, 29:391 :Ft' OF DEBRIS PRia/ To PILL/NC, h' /Tt/ HILT) NIT - R6.6 - D0 EPDXY AMP 1/YSTAGZATl0/Y Of LDOPS, WO R I< A PPEARED SAT/ SFACTORY AS P8 PLAJV A/VD AIAW/J MCTORER S • • • !r - • • • A HOURS DESCPT IN OUT ST OT MIL WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: ce 226 N. Sherman, Ste. A, Corona, CA 92882 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Hwy 305 N.E., Ste. 3C, Poulsbo, WA 98370 19501 144th Avenue NE # F -300, Woodinville, WA 98072 12816 N. E. 95th St., Ste. B -100, Vancouver, WA 98682 TEMP: 6vS ° F • (909) 549.1188 • (253) 939-2500 • (360) 598.2126 • (425) 485 -5519 • (360) 254-3200 ttilKraz an. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE* 6/1 /423 PROJECT #: O.iQ6 3 PROJECT: ADN ,MARINE LOCATION: _SOUTMC MALL KRAZAN PROJECT MANAGER: __ _sT To the best of my knowledge, the abo Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348 -2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633 -2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572 -2200 545 Parrott St., San Jose, CA 95112 • (408) 271 -2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564 -2200 FIELD REPORT NO.: 8292 CONTRACTOR: RZ6/-1 7 PERMIT NO: _420_3057 INSPECTOR: /y ,s JURISDICTION: (// / 1 £ , WEATHER: S , /y_ V TEMP: ,5 'f VA Y LYSPECTOED 5 TEEL IRE TY //1YC OF 4 .5,..RE9A.R__TO S PQ.'Y _AN CHOREP RE AR L 0 OPS'/$14LL_LEVEL 460 512 SP /YDE/) CE /LJHa_ LONG' diyE `F 8 7weWN .Z5 v • : • A SEAN/ RE IYEO CEMEd____ WORK APPEARED 5AT /SFACrORy AiEQUATE 45 PER D OP 53,1 OF PLAN, WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 22 N. Sherman,'Ste. A, Corona, CA 92882 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Hwy 305 N.E., Ste. 3C, Poulsbo, WA 98370 19501 144th Avenue NE # F -300, Woodinville, WA 98072 12816 N. E. 95th St., Ste. 6.100, Vancouver, WA 98682 • (909) 549 -1188 • (253) 939-2500 • (360) 598 -2126 • (425)485 -5519 • (360) 254-3200 HOURS DESCPT IN OUT ST OT MIL ttilKraz an. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE* 6/1 /423 PROJECT #: O.iQ6 3 PROJECT: ADN ,MARINE LOCATION: _SOUTMC MALL KRAZAN PROJECT MANAGER: __ _sT To the best of my knowledge, the abo Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348 -2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633 -2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572 -2200 545 Parrott St., San Jose, CA 95112 • (408) 271 -2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564 -2200 FIELD REPORT NO.: 8292 CONTRACTOR: RZ6/-1 7 PERMIT NO: _420_3057 INSPECTOR: /y ,s JURISDICTION: (// / 1 £ , WEATHER: S , /y_ V TEMP: ,5 'f VA Y LYSPECTOED 5 TEEL IRE TY //1YC OF 4 .5,..RE9A.R__TO S PQ.'Y _AN CHOREP RE AR L 0 OPS'/$14LL_LEVEL 460 512 SP /YDE/) CE /LJHa_ LONG' diyE `F 8 7weWN .Z5 v • : • A SEAN/ RE IYEO CEMEd____ WORK APPEARED 5AT /SFACrORy AiEQUATE 45 PER D OP 53,1 OF PLAN, WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 22 N. Sherman,'Ste. A, Corona, CA 92882 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Hwy 305 N.E., Ste. 3C, Poulsbo, WA 98370 19501 144th Avenue NE # F -300, Woodinville, WA 98072 12816 N. E. 95th St., Ste. 6.100, Vancouver, WA 98682 • (909) 549 -1188 • (253) 939-2500 • (360) 598 -2126 • (425)485 -5519 • (360) 254-3200 August 21, 2003 Mr. Mike Irwin P.O. Box 3764 Seattle, WA 98124 -2264 Department of Community Development Steve Lancaster, Director Dear John: city of Tukwila RE: Letter of Incomplete Application #1 to Revision #2 Development Permit Application Number D03 -057 Bon Marche' Seismic Upgrade — 500 Southcenter Mall This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 15, 2003, is determined to be incomplete. Before your application can begin the plan review process the following items need to be addressed: Buildine Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. The submitted revision must be keyed and located on the complete full size plan set. Steven M. Mullet, Mayor Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician Enclosures File: Permit File No. D03 -057 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 i. A... a nr a :: i ;. ti: 1 /14.ir.0 %e. >,tia:tt47.ia ti s ntit= w a 1:= i, S. 1, Howard S. Wright Construction Co. 501 Eastlake Avenue East, Suite 100 (98109 -5451) PO Box 3764, Seattle, Washington 98124 -2264 Telephone: (206)447 -7654, Facsimile: (206)447 -7727 TO: ATTN: REFERENCES: (OUR) (YOUR) Application No. D03 -057 ';:; :QUANTITY 4 sets 1 REMARKS: City of Tukwila Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 Ken Nelsen Revision Submittal form These items are being sent: For your immediate action;keep us advised of action taken For you to process For your review and approval For your general information and file For your approval or corrections Please contact us promptly if there is a problem or question. COPIES TO: File K :\ COMMON \BUSINESS \JOBADMIN \Tukwila - permitdwgs.doc HSWCC [8/97] JOB NAME: REPLY TO: ITEM: x DESCRIPTION Herewith Under Separate Cover Direct to: Via Fax to: Original to follow, via: Drawing sets for Seismic Upgrade work at Bon Marche Southcenter in drawings submitted for earlier TI work (permit #D02 -250) Very truly yours, Howard S. Wright Construction Co. By: Jim Davis By: TRANSMITTAL FAX TRANSMITTAL DATE: 4/23/2003 Bon Marche Southcenter — Seismic upgrade Jim Davis Bon Marche Seismic Upgrade THE FOLLOWING ITEMS ARE BEING SENT: #pages: Note: These drawings address demolition and replacement of walls per your review comment letter dated 3/19/03. Note that portions or the buildback work were shown For you to correct, if required, & return 4 confirming copies to us Please advise if additional copies are req'd after approval is rec'd Please return ( ) copies to us with app'l or correction notations For you to submit a proposal for work indicated being changed (Approved)(Disapproved) by , as noted For your signature 4/23/2003 March 21, 2003 Mr. Mike Irwin P.O. Box 3764 Seattle, WA 98124 -2264 City of Tukwila Steven M. Mullet, Mayor Dear Mike: Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D03 -057 Bon Marche' Seismic Upgrade — 500 Southcenter Mall This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Planning, Fire and Public Works Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, 4 112 Stefania Spencer Permit Technician encl xc: File No. D03 -057 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 Reid iddleton March 19, 2003 File No. 26 -03- 005 - 002 -02 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Bon Marche (D03 -057) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed are one complete set of the structural drawings (bound with the originally submitted architectural drawings) and an additional copy of the revised structural sheets. We are also forwarding the structural calculations and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. Philip R. Brazil, P.E., S.E. Senior Engineer Enclosures vl s\ 26se\ planrevw \tukwila \03 \t002r2.doc \prb cc: Michael Irwin, Howard S. Wright John Smith, Coughlin Porter Lundeen Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 A =1 COUGHLIN PORTER LUNDEEN C 0 e. s March 11, 2003 RECEIVED qa CITY OF TUKWILA .5 Phillip R. Brazil Reid Middleton, Inc. MAR 2 0 7003 728134t Street SW, Suite 200 PERMIT CENT EP r z e Everett WA 98204 Z re Li" 0 L a RE: Bon Marche Southcenter Lower Floors Seismic Upgrade _1 0 Building Permit Plan Review, City of Tukwila Project Number D03 -057 p (Reid Middleton File Number 26 -03 -005- 002 -01) J w H 0LL O Dear Mr. Brazil: 2 J The following are our responses to the structural plan review conents prepared by Reid Middleton N d tin for the City of Tukwila, dated March 5, 2003, which we received via fax on March 5, 2003. = w 1— _ Comment #1: The following list of comments should be responded to in itemized letter form. The Z I— permit applicant should have the engineer of Record respond and resubmit two copies w O uj of revised structural drawings and one copy of supplemental calculations. All 2 information should be submitted directly to Reid Middleton, Inc. U p co Response #1: See the revised structural drawings accompanying this letter. o - Ill Com.m nt #2: Section 23 of the Structural Notes on Sheet S1.1 should be revised by specifying that H U the fiber- reinforced epoxy composite system will meet ICBO Acceptance Criteria for ti ~ Concrete and Reinforced and Unreinforced Masonry Strengthening Using Fiber- ... reinforced (FRP) Composite Systems (AC125 -01). 2 Response #2: See revised General Structural Note 23 on sheet S1.1. 0 f' z Comment #3: Section 13 of the Structural Notes on Sheet S1.1 should be revised by specifying that the special inspection of the fiber- reinforced epoxy composite system will meet ICBO Acceptance Criteria for Inspection and Verification of concrete and Reinforced and Unreinforced Masonry Strengthening Using Fiber - reinforced Polymer (FRP) Composite Systems (AC178 -01), which is a condition of AC125 -01. For example, see Section 2.7 of ICBO -ES ER -5282. See revised General Structural Note 13 on sheet S1.1. Response #3: Comment #4: A note should be added to Sheet S1.1 specifying that structural observation of the installation of the fiber- reinforced epoxy composite system will be performed by the structural engineer of record, due to the unusual nature of the system. See UBC Section 1702(5) as amended by the State of Washington. Response #4: See revised General Structural Note 23 on sheet S1.1. Comment #5: Section 18 of the Structural Notes on Sheet S1.1 should be revised by changing the edition of ACI318 to 1995. See the Prologue to UBC Section 1901. Response #5: See revised General Structural Note 18 on sheet S1.1. D0.051 217 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P: 206/343.0460 • F:206/343.5691 •§ Ill COUGHLIN PORTER LUNDEEN Comment #6: The extent of the fiber- reinforced epoxy composite system at Grids 21 and 30 is not clear. It appears to extend along both grids from Grids F -G and H -K on Sheet S2.2 and Elevation 10/53.2, but is also shown as extending to Grid L on Sheet S2.3. The fiber - reinforced epoxy composite system extends from Grid F -G and H- K. See the revised plan sheet S2.3. Response #6: We trust that our responses adequately address the issues identified in the plan check. We have attached the revised drawings for.review and approval. Please call if you have questions or desire further clarification. rter L Sincerely, Coughlin John�S ith, PE Proj c Manager Attachmerits deen, Inc. 217 PINE STREET • SUITE 300 SEATTLE,WA 98101 • P:206/343.0460 • F: 206/343 -5691 February 20, 2003 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Bon Marche — D03 -057 Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, Brenda Holt, Permit Coordinator encl xc: Permit File No. D03 -057 Guy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Reid iddleton March 5, 2003 File No. 26 -03- 005- 002 -01 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Bon Marche (D03 -057) Dear Mr. Benedicto: RECEllVED 6 2003 DE VELOPMENT We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant should address the following comments. Copies of this letter were forwarded to the project contact and structural engineer for your convenience. 1. The following list of comments should be responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. 2. Section 23 of the Structural Notes on Sheet S1.1 should be revised by specifying that the fiber - reinforced epoxy composite system will meet ICBO Acceptance Criteria for Concrete and Reinforced and Unreinforced Masonry Strengthening Using Fiber - reinforced (FRP) Composite Systems (AC 125 -01). 3. Section 13 of the Structural Notes on Sheet S1.1 should be revised by specifying that the special inspection of the fiber- reinforced epoxy composite system will meet ICBO Acceptance Criteria for Inspection and Verification of Concrete and Reinforced and Unreinforced Masonry Strengthening Using Fiber - reinforced Polymer (FRP) Composite Systems (AC178 -01), which is a condition of AC125 -01. For example, See Section 2.7 of ICBO -ES ER -5282. 4. A note should be added to Sheet S1.1 specifying that structural observation of the installation of the fiber- reinforced epoxy composite system will be performed by the structural engineer of record, due to the unusual nature of the system. See UBC Section 1702(5) as amended by the state of Washington. 3 Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 N ig rtri+�.:i�;.�C'�. ,u.ici'�,•11..h,., �.1:7 ✓. � „r d; ;s.;L,.'::; "::."t�.:.•'s F:s Mr. Bob Bendicto City of Tukwila March 5, 2003 File No. 26 -03- 005- 002 -01 Page 2 5. Section 18 of the Structural Notes on Sheet S1.1 should be revised by changing the edition of ACI 318 to 1995. See the Prologue to UBC Section 1901. 6. The extent of the fiber- reinforced epoxy composite system at Grids 21 and 30 is not clear. It appears to extend along both grids from Grids F -G and H -K on Sheet S2.2 and Elevation 10/S3.2, but is also shown as extending to Grid L on Sheet S2.3. Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. Philip . Brazil, P.E., S.E. Senior Engineer sjs \26se \planrevw \tkwila \03 \t002r 1.doc \prb cc: Michael Irwin, Howard S. Wright John Smith, Coughlin Porter Lundeen Reid iddleton Public Works ❑ Complete ❑ APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -057 DATE: 08 -18 -03 PROJECT NAME: BON MARCHE' SEISMIC UPGRADE SITE ADDRESS: 500 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # X Revision # 2 After permit Is Issued DEPARTMENTS: / 7- > G ` _o3 Buildtrivi�ItflS "" Fire Prevention 51 Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -19 -03 Incomplete d Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 0 3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg j Fire ❑ Ping ❑ PW ❑ Staff Initials: S TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DUE DATE: 09 -16 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: PERMIT COORD COPY DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ;1'riw�iati: (zixk' ACTIVITY NUMBER: D03 - 057 PROJECT NAME: BON MARCHE SITE ADDRESS: 500 SOUTHCENTER MALL DATE: 5 -23 -03 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Buil mg Divi Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28.02 PLAN REV /ROUTPN SLIP n Fire Prevention Structural Incomplete n Approved Approved with Conditions n Notation: REVIEWER'S INITIALS: Planning Division n Permit Coordinator DUE DATE: 5-27-03 DUE DATE: 6-24-03 n U Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT NG: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Public Works Complete Documents /routing slip.doc 2-28-02 PL gift:MI:RIMING SLIP ACTIVITY NUMBER: D03 -057 DATE: 04 -25 -03 PROJECT NAME: BON MARCHE - SEISMIC UPGRADE SITE ADDRESS: 500 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter #1 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: 6 4( Buildin 'vision LE Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -29 -03 Incomplete 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 RO TING: Please Route DI Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INMALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: PERMIT COORD COPY' DUE DATE: 05 -27 -03 X Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -057 DATE: 02 -19 -03 PROJECT NAME: BON MARCHE — SEISMIC UPGRADE SITE ADDRESS: 500 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Built Division Public W Z -ZO I 2 -2A -o3 Fire - Prevention Structural AV 17- - c3 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Er Incomplete t-- Planning Division Permit Coordinator DUE DATE: 02 -20 -03 3� 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 Q Review Required [" further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03-20-03 Approved ❑ Approved with Conditions ❑ Not App roved (attach comments) Notation: REVIEWER'S INITIALS: Documentshouting slip.doc 2 -28 -02 : ;111ii COORS (.;u 1-4 DATE: Permit Center Use Only CORRECTION LETTER MAILED: 3•Z "3 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision No. Date Received Staff Initials Date Issued Staff Initials i ( Date I - Staff Issued Initials I 1 5"_2 9 ) -V) Received By: i in i Summary of Revision: i ._ ,I I I . i! 4 .., A 1 I . 1 i WA . i Received By: L.; Vi 0 . 7 1 .4 4• /1 I ! I 44 .i. ) di L . • / 7INEWAIlli , Revision No. . Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Received By: . Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials _.. Summary of Revision: Received By: . Received By: Revision No. Date Received Staff Initials Date Staff Issued t Initials � I Summary of Revision: Received By: . PROJECT NAME: I *i Site Address: 6W fr avi,iI4 Revision No. Summary of Revision: Date Received 8- &O3 REVISION LOG Staff Initials ,Ses Received By: PERMITj ' - b6r1 Original Issue Date: �� 2- Date Issued 0 (please print Staff Initials (please print) (please print) (please print) please prin Project Name: Project Address: Contact Person: City of Tukwila Department of Community Development Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: g (a . �� Plan Check/Permit Number: i r se <S 7 El Response to Incomplete Letter # E] Response to Correction Letter # �t] Revision # after Permit is Issued ] Revision requested by a City Building Inspector or Plans Examiner & /1 ! :5(1/%. m I C. yr 6 Sou t r I/ Summary of Revision: \ eV' 1,1,71/ ✓� (C c/c r p / 0 6 ^ (' C /vC7 � ` Et Cz)(PrK(C 7� /Gvt Q ��C � j 1/'4 i C ; 1 t 79 4_ e-7/" (- 2 c-7 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on e� /tr'i Phone Number: 2 06 -.3c7 -8T/ `7 r q ( %f(d die L re) L / : - 6%T / 1 & / / r 1 / 1 6 ( t7 / C / (J /e : ,.J / 4)c'' SC ?c' / c- 1'CCC=;S) tom l Xc a/eV / 6;47 °c. qEC T U KW ILA crc�r OF t1G A Sheet Number(s): PERMIT CENTER "Cloud" or highlight all areas of revision including date of revision 08/06/03 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 3 D 3 Plan Check/Permit Number: D 0 3 $ 7 [] Response to Incomplete Letter # [] Response to Correction Letter # Revision # l after Permit is Issued Project Name: govt t l cocc (1.P / /e ( Project Address: 6 ,CoytG( cC fritr- r c,� Contact Person: � _ l I Ke _- ✓ t /I Phone Number: 020 ` 3 87/ l Summary of Revision: igP /4 / C Ia6^I /Cei l tLVit o /� t � / 1;c1q !/)tall /$ 7 r Acre lids cif I/PS1 bae game/ Ser's m41 e Accp-ss , k With' Sheet Number(s): / D1 — 01 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: LL Entered in Sierra on cm? OF ThKWV A ar, . e a' . z) I .t 14 PERMIT CENTtR 08/30/00 A Li City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: *A-370.9 Plan Check/Permit Number: D03 -057 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Project Name: Bon Marche' Seismic U rade /� 41 C ' u)/7 ,e-E v(.SnA)S' PF2 2?/W/J 7741 , t/t F t t) 74'Ai ? CITY RECEIVED APR 2 / 2003 PERMIT CENTER Project Address: 500 SOUTHCENTER MALL Contact Person Mike Irwin Phone Number (2-oe) 3q -137 Summary of Revision: .4 Ae.e .Ae/1-60/ th b. TO SlivuJ 7)- IFMoL- /7/ O/1/ 4417) }3 LIl 64C ASSOI. / 7F-JD o / TH SF /s wOi k.. 1D44vr/mk p,e V/(f L i/ .Satl'rmTT 2) Ai? /.Alr L ur) -F - /4>/2_;/0, _. pE, (/6A/ Pair-05. Sheet Number(s): `: (SWEET 740.6 (Ji 74,E'pA / .pw6 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ,t Entered in Sierra on 4 / 4 r 2 (� 03/21/03 tai .4.iJfur:.:;5.akss ;'r.,].< " "t: LICENSE DETAIL INFORMATION Form Page 1 of 2 ** Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. 0. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License HOWARSW044OZ Name HOWARD S WRIGHT CONST CO Address PO BOX 3764 Address City SEATTLE State WA Zip 981242264 Phone Number 2064477654 Effective Date 9/9/1996 Expiration Date 9/26/2004 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601424642 *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* * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY , NAME , PRINCIPAL OWNER NAME , LICENSE , UBI NUMBER, check the L &I Contractor Industrial Insurance Premium Status or return to the L &I Construction Compliance Home Page https : / /wws2.wa.gov /lni/bbip /TF2Form .asp ?License= HOWARSW0440Z 05/22/2003 . .........w.... _..._ •. _ .. .. ,.N.� �, r., .. xS Y!i.:v:11. .47 .$d.n &. .5".i .. 4 �`•;vdaas».a.;ra:.:r: 'ir`l.}',�.`'c.r.` =YZia `.•; s�',:�u'J� b.�a�°.:L'.iu1; >ro a>1 �i .ai•::� t w r* C f INTIMATE _APPAREL 8 r u`\ 'S CLOTHING r- -�p.,_ ,� . 3 s-, ' iIE' s*LD w ‚ • " 26 ) .T – �i— N r • � ) r - A4 , d Y I �rl 3 s I ?2 a caw' -, 4L:* kt / >tQ TEK SCIEw$ M ? : OC S� *ci. 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COORDINATE ANY PLUMBING DEMOLITION WITH ENGINEERING DRAWINGS RELOCATE WHERE APPLICABLE AS PER PARTITION PLAN 21 NOT USED 22 REMOVE AND DISPOSE EXISTING MILLWORK FIN PATCH WALL PATCH WALL AS REQUIRED FOR NEW FINISH REMOVE AND STORE EXISTING PORTABLE FIRE EXTINGUISHER FOR FUTURE USE RELOCATE CASHWRAP SEE MERChANDISE PLAN DEMOLISH EXISTING COLUMN ENCLOSURE. DEMOLISH PORTION OF EXISTING MILLWORK FEATURE WALL AS NOTED. REMOVE FIXTURE FINS FOR RELOCATION ON WALL REMOVE CAPITOL 8 TRIM ON FIN WALL, PATCH AS REO'D. .may ..G , t- c: = = =_ :- L C r t� Federated SPACE CONS "ANT AaCP4ITCT P4TERIOR DESICJ4 MADELINE SPEER ASSOCIATES 785 MARKET STREET SUITE 900 SAN FRANCISCO, CA 94103 115 541097 Fax 415 541 09; 9 :a - ;h(IQI `111 F +- H f' SI'.) t PLA'N\\ I•AL4C�' LL�wfit. 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OR IS 45' I F NO ANGI F DIMENSION S SPE CIF IE D �/ ED PROVIDE STRUCTURAL SUPPORT AS REQUIRED ABOVE CEILING F OR SECURITY PUBLIC VIEW MONITOR 1 0 0 0 0 0 0 ,0 i, 1 2 13 1 4 15 17 to PROVIDE STRUCTURA, SUPPORT AS REQUIRED ABOVE CEILING FOR TELEVISION7vIDE0 MONITORS 24 SQUARE CEILING MOUNTED ACCESS PANEL COORDINATE WITH OUTLET LOCATION VERIFY FINAL DIMENSION IN FIELD PROVIDE STRUCTURAL SUPPORT AS REQUIRED ABOVE CEILING FOR SIGNAGE PROVIDED BY VISUAL MERCHANDISE SIGNAGE TO BE SECURED TO STRUCTURE OPEN STRUCTURE. DUCTS ETC TO BE PAINTED P•32 PAINT P -, BELOW 12'•8 1/2 GYP BD BREAK AND P -32 ABOVE NOT USED NOT USED. 4' 0' DIA CIRCLE PAINTED 5' -0" DIA. CIRCLE PAINTED. 6 -0" DIA CIRCLE PAINTED 8' - DIA. CIRCLE PAINTED. 12' -0" DIA. CIRCLE PAINTED INSTALL LIGHTING AT 1V -0" AFF. INSTALL LIGHTING AT 12' -0" AFF. INSTALL TRACK LIGHT 2' -0" ABOVE MESH PANEL. 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OR IS 45' I F NO ANGI F DIMENSION S SPE CIF IE D �/ ED PROVIDE STRUCTURAL SUPPORT AS REQUIRED ABOVE CEILING F OR SECURITY PUBLIC VIEW MONITOR 1 0 0 0 0 0 0 ,0 i, 1 2 13 1 4 15 17 to PROVIDE STRUCTURA, SUPPORT AS REQUIRED ABOVE CEILING FOR TELEVISION7vIDE0 MONITORS 24 SQUARE CEILING MOUNTED ACCESS PANEL COORDINATE WITH OUTLET LOCATION VERIFY FINAL DIMENSION IN FIELD PROVIDE STRUCTURAL SUPPORT AS REQUIRED ABOVE CEILING FOR SIGNAGE PROVIDED BY VISUAL MERCHANDISE SIGNAGE TO BE SECURED TO STRUCTURE OPEN STRUCTURE. DUCTS ETC TO BE PAINTED P•32 PAINT P -, BELOW 12'•8 1/2 GYP BD BREAK AND P -32 ABOVE NOT USED NOT USED. 4' 0' DIA CIRCLE PAINTED 5' -0" DIA. CIRCLE PAINTED. 6 -0" DIA CIRCLE PAINTED 8' - DIA. CIRCLE PAINTED. 12' -0" DIA. CIRCLE PAINTED INSTALL LIGHTING AT 1V -0" AFF. INSTALL LIGHTING AT 12' -0" AFF. INSTALL TRACK LIGHT 2' -0" ABOVE MESH PANEL. Federated SPACE CONSULTANT ARCHITECT INTERIOR DESIGN MADELINE SPEER ASSOCIATES 785 MARKET STREET, SUITE 900 SAN FRANCISCO, CA 94103 415 541 0977 Fax 415.5410979 ANN U H[ CONS RUC' ∎C , Ef..,..E is BIJ..E'• I' PI QV SSA IaLc a'S[aE O� - : t1011AF(HE ,7 - .. "'" • CINCINNA OFFICE 7 WEST SEVENTH STREET CINCINNA T OH 45202 FAX 513 579 7290 NEW YORK OFFICE 15' WEST 34TH STREET NEW YORK, NY 10001 FAX 212- 494 -2377 SOUTH EIRE# fl M soon. rr Somena. wA WOO 1-6, 2 -6 904 limaci E gie 111 2 CliZe JEW' C • 4i - r 1+ FIRST & SECOND FLOOR ICES a LIGHTING PLANS 4- 0 4 INTIMATE APPAREL CW•3E-1 3' 10"A ?0" AF I- -V 13 AFF 60" AFF WOMEN'S SPORTSWEAR MEN'S SPORTSWEAR -/e 11 1" AFF F 714' 6"AFF INTIMATE APPA 20" 11-2 1/8 1/8" 1/8":1'-0" WOMEN'S ■2 MEN'S (EX MOTION — ABOVE- T-5" AFF 8'-2 1/2" W R: 0 S.F P: 8793 # " • 4 3E 1 • 4:1Z INTIMATE APPAREL 4.9 0 NMEN'S CLOTHING cm 7,18- • 3' INTIMATE- .PPAL F R WOME N' N'S COLLECTIONS PROVIDE (11 [IT] AND ELECTRICAL F OR VE NbOR CASHWHAP7, ANEr,R SHOWCASES LOCATION TO BE DE FERMINEE 0 0 8 0 KEY NOTES 'J BOX & PLUOIAOLD AT •3' 0" .4 0 .6 •0" ArF CASHWRAP ON EMERGENCY POWER PROvIDF LIGHT SWITCH FOR ROOM LIGHTING INSTALL LIGHT TO MATCH EXISTING CATA LINE FOR INTERNET NOT USED HR DEDICATED CIRCUIT PROVIDE CONNECTION TO DIRECT TV DISTRIBUTION BOX ON THIS FLOOR VERIFY LOCATION WITH FDS CONSTRUCTION ADMINISTRATOR Po Federated SPACE CONSULTANT ARCHITECT INTERIOR DESIGN CON f :CJN, • t. %C.NE • CINC1NNA r OFFICE 7 WY SEVENT, STREET CirvC,NNA r OH 45202 FAX 5/9-7290 0 NEW YORK OFFICE 151 WEST 34TH STREET NEW YORK NY 10001 FAX 212-494 2377 MADELINE SPEER ASSOCIATES 785 MARKET STREET. SUITE 900 SAN FRANCISCO. CA 94103 415.5410977 Fax: 415 541.0979 • PE I 4 - 5.1;* IOC FIElle901K5 0 2 :2 ir 74e110111AF(11( SOWINCEIITHI rnacoouu soo Searceilas 110 issWip. WA IMOD •er,"-: 0 :321e Cr 7 111116.41ft .` Of :W= ck:c • r FIRST & SECOND FLOOR POWER & SIGNAL PLANS 1-7, 2-7 R FLOOR TILE B ATTERN LAYOUT PO`TSWEAR ALL IN) PERIMETER WALLS P 68 ALL IN) PARTITION WALLS ALL (N) PARTITON WALL (E) PARTI WALLS CPT TING SEE. FOR L PAT TILE LAYOUT 2(N 1 1 1 1(N) FLOOR TILE & RN LAYOUT ALL (N) PARTITO WALLS (N) C_5 T- - (N) 2(N) ( 4(N) INTIMATE APPAREL 1(N I IN) PARTITION WALL P -68 (N) PERIMETE W WOMEN'S SPORTSWEAR 1/8" -0" ! MEN'S SPORTSWEAR [TILE J EXISTING I CPT EXISTING INTIMATE APPAREL FOR FLOOR TILE & PATTERN LAYOUT ILE ;TING 12 MEN'S (EX RM 0104 E XIS T NG STAIRS tXi: I INU (_ SC J EXISTING F R. WOMEN S DRESSES F R. WOMEN'S PARTITON WALLS PL -2B MEN': 0 S.F 8793 TILE XI$TING FLASH PATCH AS REQ'D TO MAINTAIN FLUSH HEIGHT OF CARPET WITH STONE 12 MAX SLOPE AS PER UBC SECTION 11336.7.4 CONTRACTOR TO FEATHER OUT CHANGE IN ELEVATION OVER A 5' -0" SPAN IN ORDER TO MAINTAIN THE FLUSH HEIGHT OF CARPET WITH MARBLE WHEN COMPRESSED CARPET NOTE: CARPET TO STONE / CERAMIC TILE FULL SIZE WOOD FLOORING THICKNESS VARIES SEE SPECIFICATIONS SEALED CONC FLOOR ALIGN EDGE OF REDUCER WITH FAR SIDE OF DOOR FRAME OR CASHWRAP BASE RUBBER REDUCER COLOR TO BE JOHNSONITE 38 PEWTER CARPET (MAY HAVE A TTACHED CUSHION) TACKLESS STRIP NOTE 1. PROVIDE A TYPICAL GROUT WIDTH OF NOMINAL 1/16" WOOD TO STONE / CERAMIC TILE FULL SIZE CERAMIC TILE COMPANY CARPET TRIM "CTC 12 CT OR "CTC 38 CT" SIZE AS REQUIRED, ALUMINUM FINISH CONTACT SUSAN DOLATA (800) 236 -5230 STONE OR CERAMIC TILE VERIFY THICKNESS SETTING BED THINSET METHOD CONTINUOUS ZINC ANGLE SCHLUTER SYSTEMS MODEL `SCHIENE -AE" OR APPROVED EQUAL. VERIFY HEIGHT IN FIELD TO ALIGN WITH OVERALL HEIGHT. SETTING BED THINSET METHOD TILE EXIST ING F.R. INTIMATE APPAREL rl 1 Op WS CLOTHING (2) GO) INTIMATE R: 0 S.F. P:_7677 I EXISTIN 1 : 1:11 ERIMETER WALL P -68 I N'S COLLECTIONS KEY NOTES C) AISLES ARE TO BE FULL TILES- DIMENSIONS MAY BE CHANGED SLIGG -TLY !F MATERIAL SUBSTITUTIONS OCCUR SEE SPECIFICATION SHEET FOR GROUT AND EXPANSION JOINT DETAI • UNDER FLOOR SENSOMATIC SYSTEM. CONTRACTOR TO COORDINATE INSTALLATION WITH STORE SECURITY SECuRITy TO INSTALL, EC TO PROVIDE HOOK UP 3 , CONTINUE 'iE GRID AT RIGHT ANGLE TO AISLE AS INDICATED "_L. ALONG CURVED AISLE FINE • START >01NL FOR FULL TILE PATTERN ESCALATOR *ELL (C , CE TER Oih' OF RA3IA_ D NS:C 3 0a1 • 1EW BASE TO MA - ;,N- EX'S 1EW BASE TO 14A EX15T1IG • NOT USED FLOOR TILE IS . R y A a'E - PA'; Cam' O v + :- EKS'NG t&RR31 :ONiJ+ TIONS APP' OR RAD;A, DIMENSIONS Cr* I AT to = ZDo C Federated SPACE PLANNING• ARCHITECT URE CONS'RuCT •ENGNEERING CONSUL TANT ARCHITECT INTERIOR DESIGN CINCANAT. OFFICE 7 WES E C NCINN OH 45202 I AX 513 579 NTH 7 290 STREET a NEW YORK OFFICE 151 WEST 34TH STREET NEW YORK NY 10001 FAX 212 494 -2377 MADELINE SPEER ASSOCIATES 785 MARKET STREET, SUITE 900 SAN FRANCISCO, CA 94103 415.541.0977 Fax. 415.541.0979 DEAN_ I SSA C 2f :: i : • • is`_ 7IOIA(H Wk.` ,.. AI SOO s.l fca■Irr r I_-u wN t C f`'F.. CAM ,r . ' 1- y . FIRST & SECOND FLOORS FLOOR COVERING 8 FNSH PLANS 1-8, 2 -8 CE) SLAT 'ALL ►E ` t I Al A pp A A P P C WA MI {E) 8 • WA,LTY' 1E1 BAP WALL Ale, . P elail SINEW fi,..i. : J ,' A N / A P ll iawAprAmrt r 1 r I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I J I I I I I 1 I I I ! I 1 I I I I I I I I I I I I I I I • . E}BAS TYP IN) SL 1E1 BA 1E1 BAS IE) MOL BACKW ' L BACKW AT SCRE MONITOR P N 4 "_ 0 " APFRY r TABL F AB 3 9 UPH• STERY AB E l DING ACKWAL ? 1E1 SL ALL h A1 MINE .r . �.� ;E) BASE YP VNI B FLAT SCREEN - --..„ .....,„,,F MONITOR BASE PL - } WOMEN'S VESTIBULE - READY TO WEAR OPEN TO FITTING ROOM i MOLDIN PL -A IMA APP REL WELT F AB 1 BANQUETTE P -200 VARIES MET BASE PL -1 FL SCREEN • NITOR PLAN ID- WOMEN'S Ai AN CE 1E1 VALANCE IN) WD -A [ P -A TABLE IN) P -A LSE 4 _.i_ ; VA 1E1 VALANCE WD -A ARIES T « 4lTl_"11N BACX KEY NOTES 1E1 M DING IEI I I El SL ALL 1 'S I IMA AP REL BASE BASE IE) BASE ELEVATION NOTES 1 ALL NEW SELLING FLOON EINISh ANT TO MAT EXISTING iNS!NES AS NOTED SEE LEGEND AND LEVAT( ; 2 WALLS AFFECTED BY REMOVE AL OF III MURK SHOULD BE FINISHED TO MATCH ADJACENT MATFR,A. JON 3 ALL WALL OR FIXTURE SIDE RE TURNS NT:T SHOWN N ELEVATION ARE FINISHED IN THE SAME MATERIAL OR FINISH AS THE ; ROW! SuRF ACE uON LEGEND EXISTING FtNI$H (E) /r COLOR DESIGNATION LETTER L P A NEW FINISH TO MATCH EXISTING NEW FINISH NI NI 03-0 Cin OF T 3i(1tMlA MAQ 2 2.003 k FINISh MATERIAL COLOR DESIGNATION LETTER TO MATCH ON ELEVATION -- FINISH MATERIAL COLOR DESIGNATION NUMBER REFER 10 FDS COLOR 8 MATERIAL SPECIFICATION BOOK FINISH MATERIAL REMOVE EXISTING WALL COVERING, PREPARE FOR PAINT ADD NEW WOOD TRIM TO MATCH PATTERN OF WALL END RETURN FINISH TO INSIDE CORNER ADD NEW TRIM TO MATCH EXISTING TRIM IN ADJACENT BAY NEW VALANCE TO MATCH EXISTING. RECOLATED MILLWORK MODIFIED PERIMETER WALL INSTALLATION BY VENDOR VERIFY FINISH WITH VISUAL MERCHANDISE i Federated SPACE CONSUL ARCHITECT NTERIOR DESIGN MADELINE SPEER ASSOCIATES 785 MARKET STREET. SUITE 900 SAN FRANCISCO. CA 94103 415 541.0977 Fax 415 5410979 Mr SCAT C)kt wL ANN N'. A r tI E E: 'i ukL- ✓4riOAwAP(Nf FIRST II SECOND FLOOR ELEVATIONS .r a CINC,NFA T OFFICE 7 )IV `:T SEVEN STREET CINC;NNA JH 45202 Ax 513 5 ?9 r29C NEW YORK OFFICE 15' WEST 34Tr STREET NEW YORK NY 1000 FAX 212 494 - 2377 19U___h 1' xQMO ! Al: SSA AF eSsois SOUTNCBITEll rneoreaAI Soo Sosib •rir Hie SNOW M ISM 1 -20, 2 -20 r a I' SUITS / DRESSES TILE EXISTING CPT EXISTING E 1 :LE CPT EXISTING BORDER MODERATE SPORTSWEAR VCT EXISTING PT _I AFF TYP. [TILE tics 6' -7 7/8 7 -6 A.F.F. CPT - 1 j Iij DEMOLISH EXISTING 6' -8 A F.F., TYP. Ex1S`NG I TILE EXISTING CPT EXISTING 6 '-8 AFF CPT - DEMOLISH I ILO EIS IELADx CPT EXS - 44G CPT XISTING 3ORDER, TYP. EXISTING SLACK MODERATE SPORTSWEAR CPT firs - I - MR TILE EirS Urv,x _. lam. Jt. -,� - -lam _,i��J►._ •� /�..� J�� .r— �._I\. l� -/ �.�� �,,;�'� �. J�.,/�— �+�'` '� �_ J'�a J J'� /�. J� +`_ 29 DISASSEMBLE ALL EXISTING LIZ CLAIBORNE FIXTURING AT PERIMETER & TURN OVER TO BON FIXTURE WAREHOUSE REPRESENTATIVE X 12" FULL TILE B ETTER SPORTSWEAR Y 4 KEY NOTES �i REMOVE AND DISPOSE EX `: "'N', PAwnTION INCLUDING IA. AN',T ABOVE AND L X. ING M °:- rti ?i..K HFM(i Ai. LLE C » I+ CAL AND /OR SIGNAL OU'LC "S N i * `, 'ING PANf'TION ANL +A.: A NOE 0 2 REMOVE AND DISPOSE EXiS'4N:, DCOk FRAME ANL; ' ARDWA- RETURN ALL PUNCH KE CDMBINAT.ON - TRIL'.:Y GC'( TC i FEDERATED DEPARTMEN'' STARES OH RE uSE c REMOVE AND DISPOSE ,.OW IPA.RT!TION ENCLOSURE ELECTRICAL AND /OR SIGMA, OUTLETS IN STINO, rtr,TION CO REMOVE AND DISPOSE PORTION OF EXiSTIk PARTITION PA AS INDICATED 0 REMOVE AND DISPOSE F SING �;TIING ROOM. PART,T�ONS LIGHTS. MIRRORS. DOORS AND HARDWARE 0 REMOVE AND DISPOSE L iS'ING VALANCE AND LIGHTING ABOVE 0 DISASSEMBLE AND STORE ALL EXISTING STOCK SHELVIN REMOVE AND DISPOSE ALL EXISTING DOUBLE DECK FLOO 0 8 STAIRS. SPRINKLERS, AND LIGHTS REMOVE AND DISPOSE ALL EXISTING CASHWRAPS REMOVE FLOOR OUTLETS AND CAP ( DEMOLISH EXISTING FINS TO PROVIDE ACCESS THROUGH DISPLAY AREA. CLEAN ALL PAINT FROM WINDOWS 10 REMOVE AND DISPOSE EXISTING FLOOR OUTLET AND CAP 11 REMOVE AND DISPOSE EXISTING ELECTRICAL WALL OUTLET. JUNCTION BOX OR TELEPHONE JACK 12 REMOVE EXISTING PAY AND COURTESY TELEPHONE COUNTERS, TELEPHONES AND ASSOCIATED WIRING. STORE AS REQUIRED FOR RELOCATION. COORDINATE WITH ELECTRICAL DRAWINGS. 0 13 EXISTING FLOOR COVERING TO REMAIN 14 DEMOLISH EXISTING FLOOR COVERING TO EXTENT SHOWN ON PLAN. 15 DEMOLISH EXISTING FLOOR COVERING 16 REMOVE EXISTING STANDARD IN GYP BD PARTITION PATCH WALL AS REQUIRED FOR NEW FINISH 17 REMOVE AND DISPOSE EXISTING SURFACE MOUNTED STANDARDS FROM COLUMN PATCH COLUMN AS REQUIRED FOR NEW FINISH 1$ REMOVE AND DISPOSE EXISTING SLATWALL AND MIRROR COLUMN ENCLOSURE. PATCH COLUMN AS REQUIRED FOR NEW FINISH CI CUT NEW DOOR OPENING 20 REMOVE EXISTING PLUMBING FIXTURES COORDINATE ANY PLUMBING DEMOLITION WITH ENGINEERING DRAWINGS. RELOCATE WHERE APPLICABLE AS PER PARTITION PLAN. 0 21 NOT USED 22 REMOVE AND DISPOSE EXISTING MILLWORK FIN PATCH WALL PATCH WALL AS REQUIRED FOR NEW FINISH. @ REMOVE AND STORE EXISTING PORTABLE FIRE EXTINGUISHER FOR FUTURE USE 24 RELOCATE CASHWRAP, SEE MERCHANDISE PLAN 25 DEMOLISH EXISTING COLUMN ENCLOSURE 26 DEMOLISH PORTION OF EXISTING MILLWORK FEATURE WALL AS NOTED. 27 REMOVE FIXTURE FINS FOR RELOCATION ON WALL. 28 REMOVE CAPITOL & TRIM ON FIN WALL. PATCH AS REQ'D Federated SPACE CONSUL 1 MM rt ARCH 1E: T wTER14F IDES ICA MADELINE SPEER ASSOCIATES 785 MARKIET STREET, SUITE 900 SAN FRANCISCO. CA 94103 415. 541 3977 Fax. 415.541.0979 ANNANC,• ARCHI EEC T URE CCV. "RuC.T.ON ENCINFEPNG - NC S CINCINNA r. OFFICE I IIti-`,T SEVENTH STREET NWT. OH 45202 FAX 5'3 •79 7290 0 NEON YORK O 15' ]VEST 34TH STREET !NEAR CORK N 1000' FAX 212- 494.2377 - t merscpc ,705Y11101111AK(11( 1101111111C8ITEll fl M .moo s..at.r• : hr - a, it !rMS 0 • IMPOi SNIF 0" 19i -.2 C.AIT :}-a - CA'I" t ,1<_ r . TIED FLOOR PARTITION FLOORING 'DEOLITION PLAN 3-D1 C.3 r . 1 : - Z DS CA 11• -Or" AFF) EXISTING MODERATE SPORTSWEAR 1/8 ":1• -0' EXISTING C 12' -0" AFF) EXISTING ()OA, 3 , 3D TTER SPORTSWEAR iXIA C J AV-4: X ING 12' 0" AFF C 12' -3" AFF 10' -6" AFF) VIS T ING EXISTING EXISTING C 10' -6" AFF MODERATE SPORTSWEAR CA 111' -0" AFF EXISTING EXIST CA Ci L 0 10 6 AFF ;TING SUITS / DRESSES L, EXISTING EX TING ;T C �`': _ I IX,• f TYP 4X ' OCT \\\ \_J/ClvyT - I \ L fi r - II I I , C A TYP 'YP 11' -0" AF "2 4"-N u it I 'SC h .♦ 23 J G° PS .t N = 4 i E IDS - AC. I . I I I 7 I apt 3 171A 3 ,w h"�t • .. � .._j �-- - :i. I ..., ....• '..., .Z - .4., 1 ... ...—t ■ to ..,.:-. ,... —, a. 'C't 41, 4, -... 4:17 ( "NIG 41. ‘7— 411-.‘' L7 - • — -1 St r KEY NOTES REMOVE EXISTING LIGHTING TRACK AND FiXtuRES • REMOVE f XIS TING DROPPED CEILING, FASCIA OR SOF E iT PATCH CEILING AS REQUIRED • RFMOVF AND DISPOSE EXIS LING VAt ANCF AND _.ICHTING G) REMOVE EXISTING HVAC REMOVE AND DISPOSE EXISTING GYP BOARD CEILING n REMOVE EXISTING CEILING MOUNTED SPEAKER 0 , REMOVE EXISTING CEILING HATCH OR SECURITY PANEL PATCH CEILING AS REQUIRED O REMOVE EXISTING SPEAKER AND ASSOCIATED WIRING PATCH CEILING AS REQUIRED 0 REMOVE AND DISPOSE EXISTING MOTION DETACTOR t0 REMOVE ALL 2' -0" X 4' 0" ACOUSTIC CEILING TILE AND GRID 11 REMOVE ALL 2' -0" X 4 0" ACOUSTIC CEILING TILE GRID TO REMAIN 12 REMOVE EXISTING EMERGENCY EXIT SIGN AND STORE FOR REUSE PATCH CEILING AS REQUIRED 13 REMOVE ALL 2' -0" X 2' -0" ACOUSTIC CEILING TILE AND GRID 14 REMOVE EXISTING CEILING MOUNTED SECURITY CAMERA. 15 REMOVE ALL 1' -0" X 1'X0" ACOUSTIC CEILING TILE AND GRID tf REMOVE CEILING MOUNTED OUTLET : 9 4 Federated SPACE CONSULTANT ARCWTECT INTERIOR DESIGN MADELINE SPEER ASSOCIATES 785 MARKET STREET, SUITE 900 SAN FRANCISCO, CA 94103 415.541.0977 Fax 415 541.0979 IiIMMEINEMON S!OWE. rLANN: NE.• ARCrtiT EC, uRE CONS 'R.JC'.ON •F E- RING I' ■ CINC!NNA T JF FICE 7 WE ;' SEVEN'n STREET '' <!NC'u %A T Oh 45202 FAx 5 519 7290 NE N YORK DFFICE WES' 34TH STREET NEW ✓ORK, NY 10001 i-AX 212 -494 ?377 7 , '91A_ =_'A t C3 3'�4 1 PE aM - ! ±C :ss_ Q' - 25 :: 7IOIA(Hi I01011f E* 17111011ILAI SOD ,...wt Ir/ : -$ INN INC -AFC .41' 101 111114. ;11111F o. I 11or+iw E �4 7€1.2 1?4F ":`i- r. C 'i'T' ' t- ' THIRD FLOOR CEILING & LIGHTING DEMOLITION PLAN x-02 I a a I P E T SPOP V. L A P -€ • Acir ArATe7W4P 4'rr Ar 31E, 1 ,! - � 1 r I_ ` ,�..,.. .,.,.. �. r. • 4s- 360' -0" 24 1_ 0 II le COUGHUNPORTERUAROUN Project Record Da To: Fax: Mutt: Memorandum ibm. Rebecca Ault 15. Howard S. Wright Construction 501 Easdakt Avenue East Suite 100 PO Hoot 3764 Seattle, WA 98124 -2764 447-7727 jim Davis ffilo GO 0 r 0 - • 0 a M Sent Vin Fax 4%.4 _ ,40 , - 4r DATE: TO: FROM: RE: CC: Remarks: I have reviewed the details submitted for the RF121, access platform and take no exception. I have also reviewed the proposed bracing details as substitute for 45 angled bracing and approve this revision. Project Project No: The encloaeal detail lot bracing the immix partateco wall is acoptabie. Pkose pro um a call d you haw* any questions. 3,4"-.20 Gay? 5td Sc rp4 loftier 4 1 C & to Bar K o. c-k • .:/l% " •1_ �_ , r� • 8 &cot v Se iris's ,d2# an crate le 0 co o « August 26, 2003 Jim Davis HOWARD S. WRIGHT Bill Polk WILLIAM POLK ASSOCIATES RFI 21 and Wall Bracing Boo Marche Sour Lower Floors Upgrade S01- 043002 Reba krn%Collins 4 KEY NOTES • STOCKROOM SHELVES ML,: I BE 18" BELOW FIRE SPRINK, E HE ADS IN AFFECTED AREAS SHELVES TO BE BUILT TO THE MAXIMUM HEIGHT Ali OWED BY CODE BRACE STOCK SHELVING INDEPENDENT OF WALL • KFEP AISLE CLEAR FOR EGRESS REQUIREMENTS 44" MINIMUM CLEAR WIDTH REQUIRED • REUSED FURNITURE BY STORE DIviSION 0 VVLLIAM POLK ASSOCTES Memorandum RELOCATED CAHSWRAP PROJECT: Bon Seismic Upgrade NO: 10003, 0, 0 57 4 PAWS _ ,4sti.sr 3 �x — , da 41 8 8 Fr v eft fro 14 Ti l M/ RECEIVED CITY OF TUKWLA AUG 2 6 2003 PERMIT CENTER ` . -I . ; 1 1 i : t o57 J CONSULTANT ARCWTECT INTERIOR DESIGN Federated SPACE S f ORE PLANNING- AI-tC:i1I FEC TURE CONS TRJCT • E N':!NE F RING 7 WE S' SEVENTH STREET CANCNNATi OH 45202 FAX 513 5/9 1290 r I CINC' OFFICE NEW YORK OFFICE 15? 'NEST 34T1-1 STREET NEW rORK NY 10001 FAX 212 -494 - 2377 ADELINE SPEER ASSOCIATES MARKET STREET. SUITE 900 FRANCISCO. CA 94103 541.0977 Fax 415 541.0979 a SS..E 41F v[K(}ES ,a ,;- sou rnlaala�l Soo seelbs.isbir rr Suoills. M IMO THIRD FLOOR MERCHANDISE PLAN 3-1 10 2" AL - ES ©RESSE 1643.4 FS BETTE PORTSWEAR 5266 Eta 7 '\� >/1 7 y/? 4 . 5 - , 4 578'' 3' B r78 .. RTS*EAR 2038 (4 23 BETTER S 2657.3 SALES ELEVAT( LES SUPT. )RRIDOR / HALL 3. SALES SyPT CORRIDO / HALL 5 FS MODERAT 2858.8 3A \SUITS / DRESSES TYPE - D c; 0 26 \ SALES SU T. CORRIDOR / HALL 73.6 BLDG. REQ. DUCT / SHAF 132.3 FS BETTER SPORTSWEAR 3183.2 SUPT. / VOID SPACE tD BI-DG REQ. DUCT / SHA, 38.4 x BETTER SPORTSWEAR / DM OFFICE TYPE • F ) SS A / SHAT 1 i I I '3 I I 1 i SPORTSWEAR TIME - D e, / .- - _ =tit -. • s- • • i f IF I PET 7' E S SPOP -SAE A 4276 I \� I -------- M I i It 4 loir N STx. S 1.F' r: 1 « T - 4 _ t �' Ste 4 -1 F ` _ i ��_ i.:: _a A sue. _ __....,...z e.,.. ,_„_____., ____ _ __„.. a et.....•■ _ A a I, e .,,., 6t r /:',,,,...j 4 - -- i s . � Ault 2' - = - --- = -�F ♦ I 1i 1 SA:-ES S , S T o C K n • Po 1 REFER TO SHEET /0 4 FOR COLUMN DETAIL S O PROVIDE BLOCKIN,, IN GYP BD PARTITION TO SUPPORT MLLLWORK PERIME TER SHE'.YFS AND /OR FIX TURING REFER TO FIXTURE DE TAILS IC COORDINATE REQD HEIGrt15 IN BOOK 3A 0 FOR VERTICAL GYP BD AND MILLWORK DIMENSIONS SEE ELEVATION DRAWINGS 0 KEY NOTES PROVIDE SOUND RAT TINS 'NS! ALLATIAN WITHIN WALLS AND ABOVE THE GEILING CF ROOM PROVIDE (4) ROWS OF CON I NUOUS HORIZONTAL 6" WIDE • 18 GA SHEET METAL BLOCKING BEYOND GYP BOARD AT t' 7" 3' 0 4' 6" AND /' 6•' ABOVE CONCRETE FLOOR ALONG ENTIRE LENGTH OF 'WALL ��JJ O COORDINATE RQUIRED BLOCKING FOR NEW FITTING ROOM WITH FITTING ROOM CONTRACTOR a STANDARDS FROM .5 1/2" A F F TO .116 1/2` A F F JUNIORS • STANDARDS FROM .5 17?" 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Ali ii i CC 6n V_ • • -. y - Q O1+ • cAYS 61 .- p� " ' 4 C ;.* * 4" 3 9 ! 1 ! 6 9 .; r C • C _ , C L 3L ! ! I j _ • • _ Imo ■ N. dr. c IC .7 �. - AVG: 45 FC 0 0 0 0 0 0 0 0 ,a 11 1 2 , 3 14 15 16 17 18 KEY NOTES ALL NEW GYP BD CEILINGS IN `,)PEN SALES Akf ALL ANT) BACK OF HOUSE AREAS '0 BE P 1 UNLESS GTHERW; SF NC EO PROVIDE STRUCTURAL SUPPORT AS RFQ'J1RE D ABOVE THE CEILING FOR CUSTOMER SERVICE SIGNAGE SEE CASHWRAF• BOOK FOR DETAILS DIMENSIONS 10 CENTERLINE OF S,GN SIGNAGE LOCATED AT AN ANGL F IS SPEC ED Br ANGLE DIMENSION, OR IS 45' IF NO ANGLE DIMENSION 15 SPECIFIED PROVIDE STRUCTURAL SUPPORT AS REQUIRED ABOVE CEILING FOR SECURITY PUBLIC VIEW MONITOR PROVIDE STRUCTURAL SUPPORT AS REQUIRED ABOVE CEILING FOR TELEVISION /VIDEO MON'TORS 24' SQUARE CEILING MOUNTED ACCESS PANEL COORDINATE WITH OUTLET LOCATION VERIFY FINAL DIMENSION IN FIELD PROVIDE STRUCTURAL SUPPORT AS REQUIRED ABOVE CEILING FOR SIGNAGE PROVIDED BY VISUAL MERCHANDISE SIGNAGE TO BE SECURED TO STRUCTURE OPEN STRUCTURE. DUCTS ETC TO BE PAINTED P•32 PAINT P I BELOW 12' 8 1/2" GYP BD BREAK AND P 32 ABOVE NOT USED NOT USED 4' -0" DIA CIRCLE PAINTED 5'-0" DIA CIRCLE PAINTED 6' -0" DIA. CIRCLE PAINTED 8' -0" DIA. CIRCLE PAINTED 12'.0" DIA CIRCLE PAINTED INSTALL LIGHTING AT 11' -0" AFF INSTALL LIGHTING AT 12'-0" AFF INSTALL TRACK LIGHT 2' -0' ABOVE MESH PANEL Federated SPACE CONSULTANT ARCHITECT INTERIOR DESIGN MADELINE SPEER ASSOCIATES 785 MARKET STREET, SUITE 900 SAN FRANCISCO, CA 94103 415 541 Fax 415 5410979 ANNAC • �i \ Fi% PFtCri!TE CON JC. r;% • : NE : AC, SIR ■ CINT NNA'' OFFICE 7 WE T SEVENT' STREET (;! OH 45202 E A* �'3 5f4 7250 NEW CRK OFFICE 15' NES 34TH STREET NEW YI,,RK NY '0001 FAX 2'2-494-2311 "h f" C32 SW -E. 4" c* 9 E 9 1 1 1 1 - INE s'S(1 It• :74€ 601 V? H sOYTKOITEw MAMA SOO SeIacirs4i MO MN THIRD FLOOR CEILING AND LIGHTING PLAN 3 -6 ti' 12" FULL TILE 1(E1 21E) {N) I C -20 TILE EXISTING EXISTlN VCT EXISTING IN) PARTITION WALLS PL -A OORTILE & ERN LAYOUT (NI VB -3 C -26 IN) MODERATE SPORTSWEAR [CPT EXISTING SUITS / DRESSES 1/8 ":1' -0" VCT EXISTING AND ICONC EXISTING {NI • RTITION SEE FOR FLOOR TIL & PATTERN LAYO T 2 3/4' *DOC 415" 2(E) 3(E P4: PERME ER WALLS P_, ALL IN) . TE CPT EXISTING L P BEY . ~P SO'OPTS ' EAR FOP t ' .X1 - U,.E I P+ '1FTAM AlvtIU" MODERATE SPORTSWEAR 1i8 ":1 * -0' CARPET TO STONE / CERAMIC TILE FULL SIZE ELASTOMERIC CAULK EXPANSION JOINT. WOOD FLOORING THICKNESS VARIES SEE SPECIFICATIONS SEALED CONC FLOOR ALIGN EDGE OF REDUCER WITH FAR SIDE OF DOOR FRAME OR CASHWRAP BASE RUBBER REDUCER COLOR TO BE JOHNSONITE 38 PEWTER CARPET (MAY HAVE ATTACHED CUSHION) NOTE 1 PROVIDE A TYPICAL GROUT WIDTH OF NOMINAL 1/16" KEY NOTES 6 AISLES ARE TO BE FULL TILES DIOENS+ONS MAY BE CHANGED SLIGIITLV IF MATERIAL SUBSTITUTIONS OCCLiR SEE SPECIFICATION SHEET FOR GROUT AND EXPANSION JOINT DETAIL S • UNDER =LOOR SENSOMATIC SYSTEM CONTRACTOR TO CCORD=NA'E :NSTAL.A T,ON WITU SORE SECURITY SECUR?Tv TO INSTAL: EC TO PROVIDE HOOK UP CoI4T H,IE `LE GRID A R:,G..I ANGLE TO AISLE AS INDICATED ALDNG CURVED A,S ; C I' STAN POINT 'OR z T'__E DA CONTINUOUS ZINC ANGLE SCHLUTER SYSTEMS MODEL - SCHIENE -AE" OR APPROVED EQUAL VERIFY HEIGHT IN FIELD TO ALIGN WITH OVERALL HEIGHT. SETTING BED THINSET METHOD ® ' MR43 ;N: - ZTIdS Apt" v = DR : A D. A, JIN 'tsohiS ` A" ESi A.A'OR *WI__ C;,*4 - EQ POtti' DC !SAD A` DMEtiSS N ao'- O lIE1A BASE 7 0 MA EXS'Iti3 I .'' Ac- 4.1S ED ' C 9 NC" ,:.;SE r.: 2 1.,5 • ;�_DO� '1E 5 :..'� -1, 41. 1.S FC'E 0sax DAL � ` : , IL M c>> 0 D BETTER SPORTSWEAR (E1 PART.TIO WALLS I PL -B I 23 CPT ) CPT EXISTING EXISTING BORDER [CPT J EXISTING BLDG REQ DUCT / SHAF N) C-26 VB -6 IN) LL IN) PARTITION WALLS P. B � rl L D G T V \/ IE'.T Rr„ / SHAFT [TI E XIS Ex .� 60' ;j SPORTSWEAR / DM OFFICE 'ILE STING CPT XISTING 3ORDER, TYP. TILE EXISTING SLACK ALL IN) PARTITION WALLS ALL NI PERIME A CARPET TO CONCRETE FULL SIZE FLASH PATCH AS REOD TO MAINTAIN FLUSH HEIGHT OF CARPET WITH STONE 12 MAX SLOPE AS PER UBC SECTION 11338 7 4 CONTRACTOR TO FEATHER OUT CHANGE IN ELEVATION OVER A 5' -0" SPAN IN ORDER TO MAINTAIN THE FLUSH HEIGHT OF CARPET WITH MARBLE WHEN COMPRESSED CARPET NOTE: 1/8" TACKLESS STRIP CERAMIC TILE COMPANY CARPET TRIM "CTC 12 CT" OR TTC 38 CT" SIZE AS REQUIRED, ALUMINUM FINIS CONTACT SUSAN DOLATA (800) 236 5230 STONE OR CERAMIC TILE VERIFY THICKNESS SETTING BED THINSET METHOD Federated SPACE ARCHITECT INTERIOR DESIGN SI(I +t ;',_AVtiV.i-AHC CON`,'RUC" )N -c►tT NFE RAC, CONSULTANT Wok SNP i - yr U CIN! »NNA' OFFICE 7 WE S' SEVE N'r STREET C Nf iNNA !. Or, 45202 f Ax 5/3 579 779C NEW YORK OFF,CE /5' WEST 34TH STREET NEW YORK NY 10001 1Ax 212-494,2377 MADELINE SPEER ASSOCIATES 785 MARKET STREET, SUITE 900 SAN FRANCISCO, CA 94103 415.541.0977 Fax: 415.541.0979 5.5..E 0 - 2? or of ttiadt p. r l j ;: #f(IoI ¶ .1 ? (H I SOUTOCIEN1131 STUR1INLAI SOO SerawIIIo �. 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P.- i • . ,•:. _PL BACKWAL I P 2 E SEE ELEV - Ei" FITTING ROOM ENTRANCE BASE CD 1E1 VENDOR I wo.J P 2 I BASE VARIES 1E1 P A I 1E1 BACKWALL 1E) VENDOR PLATFORM & BASE ! WO- E 3ASE F 1 WD-1 i C o _SECTION VARIES or cr PL-1 OR TO .00K RM DOOR & JAMB I P-2 " _ _ „ON__ BACKWALL P•2 ABOVE P-1 1• or r ric I 'T YP • EteS BASE VB 1 € 1 •11 S P-2 "AMES P-2 Ii fIr Er 11 11Ery \ / O PEN TO FITTING ROOM r ••• P-T *' ./ .6. -YE ,XIFIK no . 11CS S aPile‘ACS UMW FEATURE I Pt-1 I BASE WE)-1 5/8" GYP BC Wk.. OY C. iJL Tv P ES — 3/C 1111 dr COlgS CPA et.:-...00v.; As PIE 31.04i WC:SSE:: S &IC 4- Pt VII.. IOW VC 1 1111 111COIr 41 1* OAF ABOVE P-1 BACKWALL H P-2 H P-2 1 BASE f 1 1 1E1 P A BASE Wr.)-1 I FEATURE PL-1 EE ELEV 'Ei" FITTING ROOM ENTRANCE BASE PL -1 Q03 BACKWALL P 2 (N) 1E) TRIM P P-A (El VALANCE 1E1 BACKWALL P cj - P C (E) BASE PLAN 3C - MODERATE SPORTSWEAR BASE VB-1 (El BACKWALL —PG VB-F — P-1 (NI BACKWAL, P-G .11 OL10 -.11 ELEVATION NOTES I A-L. NC* SE.J1 A4E - 3 ma , 46:9-fs AS IC t af- _;-1,YENC. 1 : 11 Z ; S Z sv 4 NOW S'0401.11C 19f I I I a' 3 4..... '111 I... - 7 • -IT WE z• - .., 1 *.: - 5,wele6 16. :,._f_ is - 0 A_ SAW. 1• - i: ... ) ''' ki.S. AS T .-.€ . S.Jra +C.f. ...,)14. C LEGEND --. • EIS PC: ,441,5*- t j— DIE S44:1,44 - 1CI% • - ams- ma -..;:aloa, 4 PCS VILS I - . vos, 4s, NA t7. IT - at• - 0 11 6 C.O. TI'S&.4 Crt a J! • SPE :lc C) VON voi KEY NOTES Ilaelk›S EY5 C42VE ;WW1 aWF ` "In - ACC WO ISCCIC -2 11 oak T VIC PE Tiklaft 4 AlltS1- "kk , ...VO 4 11* 4 'RE • -41 11# VI4 :/* EvS - gm 16, rr.„).,");% a.,r• ig *at, 41111:1 WI 1f- 11$ PF •ciFfc .-sof 11 PIS 4 - 0% a. 4icco WAIF. *SA 4 ARCHITECT TERIOP DESIGN 1111111111011111111111111■1111mns Federated SPACE S;:)i-+1 L A» L, RuC1:1`../N • FRIN'.. a.11r CINCINNA OFFICE 7 C..; 'T INN S A E ' VFN ,.;: l i 4 6 A X 513 579 7290 0 16i. Iv YORK OFFICE '51 A 34TH STREET NE A ORK. NY 10001 A X 212 494 1.11111111111111111.11.1111111. CONSULTANT MADELINE SPEER ASSOCIATES 285 MARKET STREET SUITE 900 SAN FRANCISCO. CA 94103 415 541 0977 Fax 415 541 0979 94...E'116 41: D',E 0 1, S.S6.E SE KSCI116 :/4(110111 H 110111111031,131 111111MILA1 SOO Usilkeariss MIMI Sualia IPA IMPS THIRD FLOOR ELEVATIONS 3-20 1 U a 'y 5,; a AEREVI4TICNS A. ALIGN A.C.T. ACOUSTICAL TILE ADJ. ADJUSTABLE AFF. ABOVE FINISHED FLOOR ALT. ALTERNATE ALUM - ALUMINUM APPROX. APPROXIMATE ARCH. BD. BET. B.H.C. BLDG. BLKG. BOT. MSIIT. CART C.H. CHRM. CLG. CLO. CLR COL. ARCH ITECTURAL /ARCH ITECT BOARD BETWEEN BELOW HUNG CEILING BUILDING BLOCKING BOTTOM BOTH SIDES BASEMENT BOTH WAYS CABINET CEILING I-1E IGHT CHROME CEILING CLOSET CLEAR COLUMN CONSTR. CONSTRUCTION CONT. CONTINUOUS COV'D. CPT. C.R. CSK. G.T. C.W. DA. DET. DF. Dh4.R DIA. DIM. D ISP. DWG. DWR E.C. EIFS ELEV. E.P. EQ. E.W.G. EXT. FAB. F.C. FIN. FINFL. FIXT. FL:C. FLUOR R4. F.RM. FS. F.S.D. FT. GA. GALv. G.C. G.H. GL. GLC. 1401.U. W. HDWD. HJW. I4 RIZ. RR HS.D. HT. INST. IN3UL. INT. JBOX J.G. KIT. L. LAM. LAY. LIN. L.R L/R L/R R LTG. MACH. MAT'L. MAX. MISC. MLDG. MP. MASS. MTD. NF. W. N.NC. N.IC. NO. N.T.S. OA OC. Cam. OPP. P. PART. P.G. PERM_ PFC. COVERED CARPET CASH REGISTER STAND COIMTER UNK CERAMIC TILE CURTAIN WALL DOUBLE ACTING DETAIL DRINKING FOUNTAIN DOUBLE I4ANG ROD DIAMETER DIMENSION DISPLAY DRAWING DRAWER ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR EXTERIOR INSULATION FINISH SYSTEM ELEVATION END PANEL EQUAL ELECTRICAL WATER COOLER EXTERIOR FABRIC FIXTURE CONTRACTOR FINI FINISHED FLOOR FIXTURE FLOORING CONTRACTOR FLUORESCENT FURNITURE FITTING ROOM FULL SIZE FULL SCALE DRAWING FEET GAUGE GALVANIZED GENERAL CONTRACTOR GARMENT HANGER GLASS GLASS CONTRACTOR GYPBD. GYPSUM BOARD H.C. HUNG CEILING HARDWARE HAvarmooD NIGH GLOSS COLOR LACQUER HOLLOW METAL HORIZONTAL HANG ROD HALF SCALE DRAWING HEIGHT INSTALL INSULATION INTERIOR UNCTION BOX JANITOR'S CLOSET KITCHEN LEFT HANDED LEAF LAMINATED LAVATORY LINEAR LEFT HAND REVERSE LEAF LEFT 4 RIGHT HANDED LEAF LEFT 4 RIGHT HANDED REVERSE LIGHTING MACHINE MATERIAL rtiaxn�-u -'r MECH. h'ECi4AN ICAL MERCK. MEIRCHANDISE MIN MINI1" U,M MISCELLANEOUS MOULDING MIRROR POLISHED MIRROR PCI_IS$.ED STAINLESS STEEL MOUNITED NATURAL FINISHED WOOD NO 1.1L N3 CEILING NOT IN CONTRACT mreeR NOT TO SCALE OrER ALL ON CENTER ER OPENING oFFICE c� oP}r OSITE PAP-IT PARTITION PANTING CCNTRACTCR PERIMETER PERIMETER FIXTURE CONTRACTOR PL. PLATE PLATF PLATF0q PLExi. PLEx'ICaLAS6 PLYWD. PL fl OD POI_ POL.ISHED POL. PL. PouswED PLATE P. PS PERSONAL �1OP'PER PT. PREMIRE TFIEATED P PIG. PARTITION CONTRACTOR R RIGHT NEED LEAF RAD. RADIUS RO M SECT RECTANGULAR RECD. REGILIRIED PET_ RETIMIN IIIEY. lEV1'SIGM RE VS>. REVISED RR ROW wO IREVEME LEAF SAT. SATIN SSG. SHOWCASE S C.W. SOLID CORE WOOD SECT. SECTION SF. SELLING FLOOR S.H. SHELF S4.R. SINGLE HANG ROD SIT. SHEET 5K. STOCK SL.DR. SLIDING DOOR Sr 1. STEEL MESH SRC. STOCK ROOM CONTRACTOR S.S. SERVICE SINK STD. STANDARD STRUCT. STRUCTURAL ST.STL. STAINLESS STEEL SuSP. SUSPENDED S.W. SOLID WOOD T. TABLE TD. TREAD TEL. TELEPHONE TEX. TEXTURED TH. THICK OR THICKNESS T.H.R. TRIPLE WANG ROD TM. TRIPLE MIRROR T.O. TRIMMED OPENING TYP. TYPICAL U.L. UNDERWRITERS LABORATORIES UNE. UNFINISHED U.ON. UNLESS OTHERWISE NOTED VAL. VALANCE VA.T. VINYL ASBESTOS TILE V.B. VINYL TILE vM. VISUAL MERCHANDISE W/ WITH WP. WATERPROOF THE FOLLOWING ARE USED FOR LABELING FINISHES AND CONTRACTOR RESPONSIBILITIES ON ELEVATIONS, SECTIONS AND DETAILS: CONTRACTORS FC FIXTURE CONTRACTOR FLC FLOORCOVERING CONTRACTOR PC PAINT CONTRACTOR FINISHES CL CPT CT CTF GL MAR MET MIR P P.LAI" 1 S SP 5PM VCT VT WC wI• WOF NOTES WHERE A CL (COLOR L FINISH IS SPECIFIED (IE., CL -4), THE COLOR IS IDENTIFIED UNDER THE P (PANT) FINISHES IN THE COLOR BOOK, BUT SHOULD BE DONE IN COLOR LACQUER TO MATCH. FINISH AgetREVIATIONS EG EN F ICs SG COLOR LAQUER CARPET CERAMIC WALL TILE CERAMIC FLOOR TILE GLASS MARBLE METAL MIRROR PANT PLASTIC LAMINATE STONE SPECIAL FINISH SPECIAL MATERIAL VINYL COMPOSITION TILE VINYL TILE WALLCOVERIN S WOOD (ARCH'RE ) WOOD (FLOORING) EGGSHELL (LOW LUSTER) ENAMEL FLAT HIGH GLOSS SEMI-GLOSS VICINITY MAP e I li P03‘19 STIbINGER eLvD. SOUTHCENTER MALL, TUKWILA, WASHINGTON I 71eIOUlIAlCIt 1 E m A imi tai CODE INFORMATION ZONING: OCCUPANCY: PROJECT TYPE: CONSTRUCTION TYPE: AREA OF IMPROVEMENT: CONSTRUCTION COST: SPRINKLER SYSTEM: MECI- IANICAL SYSTEM: ELECTRICAL SYSTEM: STRUCTURAL: TAX PARCEL No.: RELATED PERMIT No.: GOVERNING AGENCY: SITE ADDRESS: OWNER: ARC 4ITECT: STRUCTURAL ENGINEERS: The E3on Marche M Tenant Improvement Type eioof ' sprinkled I See plans *200,000. (estimate Existing system Existing system Existing system Existing system modification to the work as noted on plan 262304- 908601 D 02-250 NEW INITIATIVES City of Tukwila Department of Community Development Building Division 6.300 5outhcenter Blvd. Tukwila WA 98188 tel: 206. 431. 3610 fax: 206. 431. 3665 PROJECT DIRECTORY The Bon Marche 500 5outhcenter Mali Seattle Washington 58188 tel: 206. 656. 6001 FEDERATED DEPARTMENT STORE Third Avenue and Pine Street Seattle, Washington 98101 conta ct : TOM wOwARD tel: 206. 506.1138 WILLIAM POLK ASSOCIATES 1120 Post AI1e44 Seattle. 11. S810I tel: 206. 622-8443 COUGI-ILIN PORTER LUNDEEN 211 Pis Street. Suite 300 Seattle. WA., "38101 tel: 206. 343 -0460 fax: 206. 343 -*5651 .4 < +.• '�' TO pRol A F:1~ rU PLA r; 5v8$ ITTA , IWwTW) IP PLAN REVIEW FEE& DRAWINC INDEX ARCH -I I TECTURAL : A0.0 A 1.1 12 A1.3 A1.4 41.5 A2.1 A22 A2.3 42.4 A2.5 A2.6 STRUCTURAL: 5 1] 5 2A 5 22 5 23 $ 3A 5 32 5 33 INTERIOR: 3 -1 3 -12 3 -4 3 -6 3 -1 3 -8 3 -20 SEPARATE PERMIT REQUIRE) FOR ECHANICAL � LECTRICAL LUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. TITLE SWEET MALL LEVEL FLAN MALL LEVEL DEMOLITION PLAN MALL LEVEL CEILING DEMOLITION PLAN MALL LEVEL REMODEL PLAN MALL LEVEL CEILING REMODEL PLAN SECOND LEVEL PLAN SECOND LEVEL DEMOLITION PLAN SECOND LEVEL DEMOLITION PLAN SECOND LEVEL CEILING DEMOLITION PLAN SECOND LEVEL REMODEL PLAN SECOND LEVEL CEILING REMODEL PLAN CITY OF TUKMVIA *?PROVED MAY 2 2 2003 AS 42 ' GENERAL STRUCTURAL NOTES MALL LEVEL FRAMING PLAN 2nd LEVEL FRAMING PLAN 3rd LEVEL FRAMING PLAN $1aOTCRETE WALL ELEVATION 4 DETAILS FIBER- REINFORCED EPDXY COMPOSITE WALL ELEVATION 4 DETAILS FIBER- REINFORCED EPDXY COMPOSITE WALL ELEVATION 4 DETAILS 1-D1, 2-D1 FI R5T 4 SECOND FLOOR DEMOLITION PLAN - PARTITION AND FLOORING I -D2, 2-D2 FIRST 4 SECOND FLOOR DEMOLITION PLAN - CEILING AND L IC4-IT ING 1 -1 FIRST FLOOR NERC.4 -HAND ISE PLAN 2-1 SECOND FLOOR MERCWAND ISE PLAN I -12 FIRST FLOOR SIGNING PLAN 1 -6, 2 -6 FIRST 4 SECOND FLOOR CEILING 4 L IG4 -ITIN G PLAN 1 -1, 2 -1 FIRST S SECCs1D FLOOR .- .R AND SIGNAL PLAN 1-8, 2 - 8 FIRST t SECOND FLOOR FLOOR COVERING 4 F IN ISIS PLAN 1-20, 2-20 FIRST 4 SECOND FLOOR ELEVATIONS 3 -DI TI- IRD FLOOR DEMOLITION PLAN - PARTITION AND FLOORING 3 -D2 T4-IIRD FLOOR DEMOLITION PLAN • CE IL NCs AND LIGHTING FIRST FLOOR MERCMAND I:,- E PLAN FIRST FLOOR SIGNING PLAN TWtRD FLOOR PARTITION a STANDARD PLAN THIRp FLOOR PARTITION 4 STANDARD PLAN THIRD FLOOR CEILING I LIGHTING PLAN T1 -IIRD FLOOR POWER AK, SIGNAL PLAN THIRD FLOOR FLOOR COVERING # FINI5I -I PLAN THIRD FLOOR FLT ELEvAT IONS By ,L .L „/ ./► Date # - Kermit No. Prozziazir • . • ..err..... -.. ••........_.,.. I. I WILLIAM POLK ASSOCIATES CONSULTANT STRUCTURAL: 0343. 46 MECI4/ELEC: CIVIL: LANDSCAPE: : rCE REVISIONS NO J06 NUMB 03002 FRONT /lEI1+ VIP APPIEND ARC 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.622.8031 soul AS NOTED MOW TMs EMAIL WPA@WPOLILCOM SC)..+ 344LIN °ORTER LUEE\ C NE STREET. SUITE 300 hT'_E, 61i.a 981,x,,1 NCE BULLETIN •2 64/3 "1" - DESCRIPTION 5.41ETirni TITE StilEET CCRRgES;ON LTA.: R&1! 04/03 /2003 SISIGNIM IT p air OM= IT SON tCE OUTCENTER SEISMIC UPGRADE DATE A�.� D63-M7 I I • 11 3 ! ' 4 • 0 24 m■01 DP alMaw •DII■D BAScilENT BELOW — 0 0 0 24 NB 4 a aMilaa mo;4011/1•M• N. 01100110 0 Mal! 66 010=1.15 a diall=a al aillim; a 011■0 a 0 0M010 0 aaa.• 0 0001010 lo 01.10. 0 FIBER-REINOORCED EPDXY calpoSITE!MATERIAL WALL SEE STRUCTURAL DRAWINGS R DETAILS 24 dIMON•••••••=a0M1=1110..001/ OP .■ I=OD! =MN! M. =MIMI MI MI7 NOMMII 24 0 24 U — 0 ADD DRAG BEAMS1ABOvE gXISTING CE IL ING, SEE STRUCTURAL CTRAWINGS R DETAILS 41110_11113 24 0 e 2 4 . -0" 0 0 19 360 24 iBASEPIEW !ELM Cl" 24 0— 11110111111011t 1111111111111111111:11N21I iiiuiiihI 01101110 •■• a 49 a 24 0- 42=00. 01/=. 001=10 .0 MINNOW 0•111■110 aall.a I hMilliinb 0/01•00 .111111110 010111•IM *MEM= 24s-0" ION I 24 0■0 ■■1111■0 0.1=1110 — ADD DRAG eEAj1S ABOVE EXISTIMc CELL I SEE STRUCTURAL DRAWINGS I FOR DETAILS 41•0010 10 MININID 011•000. ■0a. alaVIID 411•11111a Mallana • 41■111100 24"-0" 0 FISER-REPtFoRcED EPDXY COMPOVIE MATERIAL WALL SEE STRUCTuRAL DRAINS FOR DETAILS 24 BASEMENT BELOw ---0- 24 �3o57 10111•••• ORIMIa0 aNall10 MP 0=000 a ant IMMIla alaIMM 0; 00/■• MIN00, F it3ER- RE INFORCE EPDXY COMPOSITE MATERIAL WALL SEE STRUCTURAL DRAWINGS FOR DETAILS I 4 Czr1 c Txtvuk ApPc'YeED MAY 2 2 2[C3 MALL LE AL PLAN ALE: * I.4' • • lob • ---111111111111111111111111111M111=111111■11—_------. WILLIAM POLK ASSOCIATES otion ARCHITECTURE/PLANNING/INTERIORS 1120 POST ALLEY. SEATTLE, WASHINGTON TELEPHONE 206.6224443 FAX 206.622.8031 CONSULTANT STRLICRIRAL :0E EMAIL WPA@WPOLK.COM MECWEL EC: NONE CIVIL: NONE LANDSCAPE : NONE REVISIONS JOB MINS 03002 PROW DOW= 14111P DRAW 51Q-4 PACT TRU 4.1.1 c'ORTER 7 C NE '57REE' U 'E 30C SELE, WC' •n WILLIAM M. POLK. I STATE CC 1114.514WCIN NO DESCRIPTION DATE PD - )nn MALL LEvEL. PLAN EILLET1`4 2 04/18/03 04/03/2003 =CND BY MEM BY BON MARCHE SOUThiCENTER SEISMIC UPGRADE 11111.011111•1=0001...-- c() u. w U/ .\ ► I J) I < i 2 r CI @ () .� NI a CV 4 w w Lu III — z w U I- w E Z Z [ 1 .1 I IL W U- S • Ii .• I EMOIITIO!'J PLAN - 1 SCALE: 1/8". Is -0" REMOVE EXISTING PARTITION WALL EOLIrOt'II FlAts1 - 2 SCALE: I /S " =1' -0" REMOVE EXISTING CONCRETE UU4LKuJAY, MEMBRANE AND FLASHING BEFORE INSTALL NEW WALL p o , o51 cr. w _ yyMI..A A'PIPNE D MAY 2 2 2 &13 - t,,,•.! -r► adwt:. I • • r WILLIAM POLK ASSOCIATES CIVIL: ARCHITECTURE/PLANNING/INTERIORS 1120 POST ALLEY, SEATTLE, WASHINGT(?N TELEPHONE 206.622.8443 FAX 206.622.8031 CONSULTANT STRUCTURAL.: REVISIONS EMAIL WPA@WPOLK.COM MECW/ELEC: Nc\E LANDSCAPE: hCE NO DE5GIRIPTION DATE JOB MI ER DAM 03002 04/03/2003 PIM= NE M' MGM BY UtelP DIAIRI BY 5K4 SULK 1/8"=1'-0" PINICT BON MCE OUTC!TER SEISMIC URE rra MALL. LEvEL DEMOLITION PLAN ;i:17 Ca:G L!N c' RTER :.,.n•,cEE\ :'" pN3= STREET SJi *E 30C SE.:Y'LE. 98IC' ;'•v ,-F TUnr.rLA rte •1 BULLETIN R Civet/03 CINCIMI BY I A E EZIT 2'-O" x 2'-o' r4GOJ5TIC4L TILE 1MB,k 2' x 2'47 ACOUSTICAL TLE TO MATC1.1 EASING, UON Al M MBJ 2*-Ir x 2'-O' ACOUSTICAL TILE GRID SYST@' : IM' '5 ', 9166' TILE ARMST1 G WE' EgThrt 2'-O' x 4'-O` ACOUSTICAL TLE t/„ 2'-O x 4'-!1' ACOUSTICAL TLE TO MATO4 ExISTPG UO 4 IN R RADAR CLMAPUJS c G GYPSUM aDARD 0 I I O4 DE= DE • II I Q a ai d) z Lil O to ai TT i • REMOVE EXISTING 1.IG1 -ITIN G AND GYP. CEILING CEILING E1OL.1T1O4 PLAN - 1 SCALE: I/8" =1' -, " SCALE: vs" * r-fr CIMINO v1oLm PLAN - 3 5 AFF) ExISTING __L _L J Cc 15' -er AFF) EXISTING 5C7 :FIT TO REMAIN RETIOVE EXISTING LIGHTING AND GYP. CELING CEILING EMOLI1'ION PLAN - 2 SCALE: I /8" = I' -0" � 105l 3 LEGEND 4 11 1 -‘," EXISTING - (E) CEILING 1ErGNT TO REf'1AN TAEIILE OF CEILING TYPES (E) CEILNCs TYPE TO R13•t4114 CITY OF TUKWILA APPROVED MAY 2 2 2073 A` Ar_' ► tJ V R • • • WILLIAM POLK ASSOCIATES CONSULTANT STRUCTURAL: CC G . IN CF -=C � calf 57 E 3CC . C6343.C4 C ARCHITE RS 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.622.8031 MECI- 1/ELEC: c''NE CIVIL: LANDSCAPE: ti REVISIONS NO DE5cR,PTIaN DATE JOB NUS= Dan 03002 04/03/2003 PBOJwr BRIM MGM BY IAN BY SCALE 1/8"7-1 Moan mu BON MC4E OUTCENTER SEISMIC UPGRE 864EET TTTLE EMAIL WPA(pWPOLK.COM L r-#- unit Am 1 M. POLK STATE OF GTON I mina 1362 QtLLETIN 0443103 MALL LEVEL CEUJG EMOLITIO N PLAN NC\E xr_t .tr JLU ciT . ;r rJKWL%- •7i w = Zr,,TC-Q aillan BY REBUILD PARTITION WALL TO MATCH EXISTING PARTITION WALL SCALE: 1/ 3" = i' -0" REMODEL PLAN - 2 ;/' // // /�/ fib /2/ // ///////////////<, '//,<///1///,,/////1/7////:// '// / / /rfi) INSTALL NEW CONCRETE MEMBRANE AND FLASHING AFTER INSTALL NEW WALL SEE DETAIL 15/AI.4 I•x Mb" BAR FASTEN 16" O.0 PARASEAI. NIGH DENSITY 4* ExPA CABt.E, 4�L4LITY GRANLAR B NTCNITE SI- ET PIEPIBRAKE BY T1 EMCO • • • elb WILLIAM POLK ASSOCIATES CIVIL: ARC RS 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 246.622.8031 CONSULTANT STRUCTURAL PORTER= :" ° NE 6TREE7 3CC 206343 O46C &424T ;I,.a 9e1 '1 MECN/ELEC: ti NE LANDSCAPE: O E REVISIONS NO JOB NUM Bv1NN BY APPROVED SCAB A5 NOTED IMIDX T rats EMAIL WPA@WPOLK.COM BULLETN 0 2 03002 w =MB UtIP DESCRIPTION RE v ^►TV `F LA M3T CENTER siEET TTILE MALL LEVEL REMODEL PLAN BATE 04/03/2003 DEMO BY CR= BY 04/18/03 BON MCE OUT4 CENTER SEISMIC UPGRADE DATE • NO. 12 GA. v'ERT. WIRE HANGER IN COMPRESSION TUBE - LEvEL CEILING GRID PRIOR TO SETTING CONDUIT - SCALE- NTS - -1/2" THIN WALL ELEC. ' CONDUIT (EXTEND TUBE TO BE TIGHT TO CLG. GRID AND 3TRUCT. ABOVE. THEN INSTALL BOLT TO SOTHEECURE R ONE TUBE TO -- 3/4" THIN WALL ELEC. 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'5EC.i 5O'*- BRACES .:f'.. i • SC■:� SEDJ RE "OP 'RACK • ...!•••• r• 3 Le.ERE DG CA'S CE _NG • WILLIAM POLK ASSOCIATES CONSULTANT STRUCTURAL: • 1'''1EC>1.4 /ELEC: \:\E CIVIL: LANDSCAPE: -~•_ REVISIONS NO DESCRIPTION P4TE JOB NUMBER 03002 PROJECT DIRECTOR ur p DRAIN BY APPROVED ARCHITECTURE/PLANNING/INTERIORS 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.622.8031 SCE PROJECT mu EMAIL WPA@WPOLK.COM 13$2 - ;5TERED ; ,i, s n tii •w *d{ : 5 *a'E O 45 4iP 3' BULLETIN '; 04/1S/03 DATE 04/03:2003 DESIGNED BY CHEC[ED BY so cpwale 506rron4CEVER ESiC u - -E L IEvEL REMODEL vo r w A a_ . r ` w d) W r-- z w dr) u1 I 0 E W ' Il r i '4 ty I 4 • I (4 : 24' -0 �- mimmommimmeommimmaiimma■mirmmlOn.wftMIWOOMMMONIIMM..MMIellIMMOMMMOMM■.MMIMMIM ADD DRAG BEAMS UNDER 2ND LEVEL FLOOR SLAB, SEE STRUCTURAL DRAi)INGS FOF!t DETAILS FIBER- REINFORCED EPDXY COMPOSITE MATERIAL WALL $EE STRUCTURAL DRAWINGS TAILra 24 -0" 24 1 011 I I I 1 2 4 1 - 24 24 ,. 0 " 24 ' -0 a / SMOITci r & L.L.. eEE STRUCTURAL FOR DETA* S 360'4" ■Mr •i.-•rr•if.rai. •.• - 4••••• . i• • ONNII•M r 4.1•i • •MMIN• r el■ . fir. •■•, arr.• rMM• -MIMM∎ 24 -0" FIR5TFut= EIELCW air MELON 24 24 24 1. 0 " 24 -0" - r 4 / j n i • 24 i L • ADD DRAG BEAMS Lt 1c ER 2ND LEVEL FLOOR SLAB, SEE STRUCTURAL DRAy1INGS FOR DETAILS 241 . MINNIMID .r.rr.MIN■ .INEM•Mo ate► '.r.r• •1■•■••w1.....L.• FISER-REINFORCED EPDXY COMPOSITE MATERIAL WALL SEE STQI R4L DRAUI1 k FOR DETAILS 24 -0" C' OF PAVALA N cD KAY 2 2 2C:3 *:L euc LEv. PLAN g 4L.E: itr.41" • a • 11. • WILLIAM POLK ASSOCIATES CONSULTANT STRUCTURAL: :06,343044,C MEC 4/ELEC: NONE CIVIL: LANDSCAPE: NC4 E REVISIONS NO Joe NUMB 03002 UtIP Ding BY o ARCHITE O/INTERIORS 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.622.8031 SCALE 1/16 " a 1. 0„ MIDAIKT TIM AM MIME A2.1 EMAIL WPA@WPOLK.COM PORTER _JN:EE\ P!NE STREET 5.UiT` 3EC L 9810' NONE DESCRIPTION A PP 2 4 PFD, CEINTE;t B 1 LETN 04/W03 DATE 04/03/2003 DESICIED ET asap ET BON MCE SOUTHCENTER SEISMIC UPGE SECOND EvE L PLAN DATE iF 20 0 0 0 M' k * ..Ii.) -- *4!. - i N II -- - — — II — - - - ' + .r. 11 . \ r- rl - 0 r` 7 r. 'Y "i �Y CUT NOLES AS NECESSARY CONCRETE IN BELOW IN CONC. SLAB FOR PLACING DRAG BEAM I CUT EXISTING CARPET TO INSTALL DRAG BEAM, CUT 1 -I0LES IN SLAB AS NECESSARY FOR PLACING CONCRETE IN DRAG BEAM BELOW I ^ f REMOVE EXISTING WALL I 0 - - — — I I 1 I 0 _ I . H_ I . 0 REMOVE EXISTNCs P I I J� F" \ I I \ PARTITION WALL II I t : 1. II 1 I 0 sr. _ NMI I - I I lip I 1 � l DEMOLITION PLAN - I SCALE: I/8" = I' fill 0 CO 28 i 1 1 /� 0 0 I I 1 I REMOVE EXISTING t REMOvE EXISTING PARTITION MALL PARTITION w LL _151( [] R 1, \ �I x._. � E T :1 i == i il u N. \ r I ` 7 -- k e e - r -- -- -- 1 It " N . . i r r r r i I 1 rl, rl =__ �,�-- ____ - _� .' =- I r{ I 0 I- 1 . i t 16 comouericti PLAN - 2 SCALE! vs- s r4f" I I �fV Iw A d) W f- 2 U m z w 7 Q z Z � - E LU Ll! • • I WILLIAM POLK ASSOCIATES CONSULTANT STRUCTURAL: C.";tCTi -LAN 1 'GArER �t),N.7)EE\ /l� S' EET5t TE 3C'C :06.3- 1 -t f, "�� + , �►•► i�f MECW/ELEC: ti z CIVIL: ARCHITECTURE/PLANNING/INTERIORS 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.622.8031 REVISIONS OWN BY AMMO MAUI MOW? mu A2.2 EMAIL WPA@WPOLK.COM LANDSCAPE: \CvE NO DESCRIPTICaN DATE crr.• ,K1LA : '? 4 ?E= sr' 'CZ yG� BLLLE7N 4 04413/03 JOB NMI= DATE 03002 04/03/2003 PROJECT DEISI.9o! =CM By LUMP BON rCE OUTCENTER SEIS11C UPGRE SECO EVE. DEMOLITION PLAN t I C.) U U- W 0 • I f4 1I I i • 0 0 CUT EXIVINCs CARPET TO INSTALL DRAG BEAM, CUT MOLL'S N SLAB AS NECESS4.RY FOR PLACING CONCRE - E N DRAG BEAM BELOW I�MIO�E £XISTMCa PARTITION WALL REMOVE EXISTING WALL EXISTING PARTITION WALL L F 1 CUT NOl.iEB N GONG. SLAB AS NECESSARY FOR PLACING CONCTE IN DRAG BEAM BELOW 0411 o T'AW1LA MAY 2 2 203 4 • 7 "i# EMOIJTI LAN - 3 SCALE: I/8 : I, S • Mb • WILLIAM POLK ASSOCIATES CONSULTANT STJCTURAL: ;06.343 C46 MEC4/ELEC: N CNE CIVIL: REVISIONS NO JOB NUMMI 03002 WMP BUM BY S0(e4 APTIVID ARCHITECTURE/PLANNING/INTERIORS 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.622.8031 Scut ) , 8 ., ; 1 . _ 0 ,. MOW Mil SWEET TTTLE EMAIL WPA@WPOULCOM 13$2 :mss*4.. ti =012 ER. LJN EEN 2'" =!NE S EE St1TE 30E \ONE LANDSCAPE: NONE WILLIAM M. POLK STATE OF ■1'04 DESCRIPTION CrN :F T LXV1 la; rrJ 2 4 ':::i ?F:a&I T C BULLETIN '2 04M/03 Bt 04/03/2003 MEND BY ' BY BON MCI.4E OUTCEM'ER SEISMIC URE SECOND L.EvEL DEMOLITION LAN DATE A Eatit 2'4 x 2'-0" ACOUSTICAL TLE. Nat 2'-17" x 2' ACCUST1CAL TILE TO MATC 4 _ Dd5TM, UON Al .. NE 1 2•-0" x 2'-e" ACOUSTICAL TILE GR° SYSTEM A PIST<<IIONCs VFTa'AF1IE "', 3/16" TL.E: ARMS RJDNL"s "DUNE" 13 EXIMO 2'-O" x 4'-0 ULI511C 4 . TLE Plak r-ffr x 4'-+ ACOUSTICAL 11LE TO MATCM DaSTM. Uc14 ei USG RADAR CLIMAPUIS .2042 G GYPSW1 HOARD D MIN TO DECK E USG CUM SYSTEMS -+u6 PAK SEIPOVED CEILING SYST0n SITU 2 104' cor,Paeeo EDGE TIM DETAI.. SILVER SATIN IFINI M AT PLAT • "GRDAAAIE" DxT VIII" CD_ SILVER SA►T14 FiSSM MAGI WTM R GA A: *T CAE F ALLY BY LOCAL coot RED' PRE!. KEW &Lust MIR SW 1Eae11DE PwrW w MEM r-!"' : r..4111r ACCUITICAL 111 tat r-e* * r-e' ACOIRC& TILE TO MATO. 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OF `;.'"thU G 1 Y 2 2 2603 4 �t� e: INSTALL NEW PARTITION WALL REMODEL PLAN - INSTALA. PEW 'ARrITION WALL INSTALL NEW DOOR INST4.LL NEW PARTITION WALL I I WILLIAM POLK ASSOCIATES ARC RS 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.622.8031 CONSULTANT STRUCTURAL 4L: 06 343.C4 EMAIL WPA@WPOLK.COM MECI4/ELEC: No NE CIVIL: REVISIONS LUMP BIM BY SOU /s z1`- D T 11111 S+w 11TLE ;Ts CC:.Ks•4, iN =CRIER ._', ;EE\ FINE STREE- 5 300 NONE LANDSCAPE: o►E 13$2 TERM Lk) .73 WILLIAM M. POLK STATE OF WAS&IIINGICti NO DESCRIPTION DATE RECEIVED Cry CF APR f 4 ')7r1 . Fc BULLETIN 1 2 041I603 JOB NUMIBR DrTg 03002 04/03/2003 FRONT D OZCTOt BISIGNID BY BY BON M OUTf4CENTER SEISMIC UPGRADE SECOND L.EvEI. REMODEL PLAN r • 11► • WILLIAM POLK ASSOCIATES CONSULTANT CIVIL: REVISIONS BUM BY S4 11r ARCHITECTURE/PLANNING/INTERIORS 1120 POST ALLEY SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.622.8031 1/8"=1'-0" _ ,MInI.T MILS EET TITLE EMAIL WPA@WPOLK.COM STRUCTURAL PO ER S EE\ 2' p NE FREE". Sir.!' E 3CC :06343.04e 5E4 "T.E MECH/ELEC: \E NiCNE LANDSCAPE: NONE WILLI M. ' • �r STATE CF II SEIIkk'sTON NO DESCRIPTION DATE atILLETN f/2 RECEN ED 94 'C r'ERMIT CENTER JOB NOVI= DUB 03002 04/0312003 By U.T1P CAD BY +04/18/03 SON MRCE • WUT CENTER SEISMIC UPGRADE SECOND 1EvE1. CEILING REMODEL PLAN • Shih'6 TEMP: 03002 -5ON $OUTI- ICENTER SEISMIC UPGRADE : A24 ; 04/03/2003 , (2..11,,) 2 28 30 0 LEGEND 0 0 '// �� // f ,, , \ SI / ' \`\ '\ T • INSTALL EXISTING LIGHTING BACK .., STALL NEW j 2 ,f / / , CEILING TO MATCH ('STING CEILING INSTALL NEW GYP. CEILING TO MATCH EX IST I'hIG CEILING J 1 0 III 11111 0 40 4 " -0" AFF 2 X 2 RECESSED FLUORESCENT IN ACT EXISTING 2 X 2 RECESSED FLUORESCENT DENOTE EX I$TIIrMG LIGHT FIXTURE IN AC RELOCATED I x 4 RE FLUORESCENT T I X 2 RECTANGULAR WALL WASI ER N GYP. D. RECESSED ADJUSTABLE INCANDESCENT LIGHT N GYP. BD. PENDANT MOW FLUORESCENT =Z M A = 2WT TRACK 1 AD WALL WAS • ER TRACK HEAD ACCENT LIGHT TRACK HEAD ACCENT LIGHT FOR BU5 4Y GRID TRACK HEAD WALL WASHER PENDANT MOWT TRAGIC MEMO -POINT TRACK DEAD SINGLE STRIP FLUORESCENT SINGLE STRIP FLUORESCENT IP P U6LE STR FLUORESCENT RECESSED CO IPACT FLUOR DCA NLIGHT N ACT RECESSED C�'A�GT FLUOR DOIIM.IGNT N GYP. BD. SQUARE RECESSED S CCL'"F�ACT FLUOR DOt11�IGHT IN GYP. BD. RECESSED COMPACT FLUOR DO OUGHT N METAL AL MESH 3 C-C 1 12 -0 " I , ( 4 ,_ 0 „ - Iv EXISTING . I \ / STALL NEW CEILING ID L IG 4T Inks E INTERIOR DRAWINGS N4 DETAILS - 4' - 0" — %A. \iv 0 , - .'" , N. ► i j i i I BR 6 a [1, Q Z� : - 4' ' ' - r '"' STALL EXISTING I4TING BACK (C 110 I/2"A)r :E INTERIOR DRAWINGS FOR DETAILS ' ( ; �,/� INSTALL NEW (C1042 NEW • i : A EXISTING - _ . � • \\ GYP. CEILING TO MATCH EXISTING CEILING I INSTALL NEW CEILING AND LIGHTING SEE INTERIOR DRAWINGS FOR DETAILS I INSTALL NEW GYP. CEILING TO MATCH EXISTING CEILING ••••• \i — L — 0 — 40 0 i I I i� -3 (X © 123 -0 " ` _ r ' ' { , C I0' -10 VT' ,�_ 3 I EXISTING Wil _ i AEW - ? 2 - i . i INSTALL EXISTING 1111 LIGHTING BACK ,l SEE INTERIOR DRAWINGS FOR DETAILS I r /,,r " : : �` ,, u 12 _ 3 A � a EXISTING 121-0" 00A2_3 �•..,._. e C i 1 x (N) "NED - b" AFF � 3-* (X -3 f62-3 I STING DI I /., s _ CEILING TYPE D ( 4W�II 4I SAY 0 -- - - - - •• - 0 � 2 2 23 PEW CEILING WEIGHT I C I I I 11 (E) CEILING TYPE TO RETAIN •''��O�U ' - e ' EASING (E) CELNG kEIGi•TT TO RE1"1AN TABLE OF CEILING TYPES DEMOLITION PLAN - I DEMOLITION PLAN - 2 A QQOT 2 x 2' aC,OUSTICAL TL.E NEtk 2•-0" x 2'-0" ICO 5TiCAL TLE TO MATCH EXI5TI4's, UON SCALE: 1/0": i -0" SCALE: I/8" = I' -0' � Al ICJ 2 x 2'-0" ACOUSTIC A E GRID F L TILE SYSTEM: � 5 • TLE: AR STRCiNG 'DUNE" 26 I 28 0 0 -------- . -- 15 Ear2Mcv 7-0" x 4' ACOUSTICAL TILE I 2'-0" x 4'-1," ACCUATIC L TILE TO MATCH Dana, UON r I , : I o RADAR C�Aq.us i.r _ 0 - - _ -- - _ _ _ — _ 1 (Ai II' -0 " AFF) I annul BL?ARD annul EXISTING 0 OPEN TO DEaC 9 a E U6G CELNG SY5T1 15 -U'sG P*z SAPBCED CELNG SYSTEM uTN 7 v4 .. CUrP�60 EDGE TRIP, MAIL SLvER SATIN FNSW'a A T F I A T SII FACE5- - "61111D-W E_ DxT Soli Cam. 5Lv@R'.1,4Ti1 MIN 10410, 111114 III GA AIROUP CABLE F BY •'"DIUN C� PLIEor PADS. A COC D SLvEt M 1EXXR/RE PAT* C: � � a 10 1/7" (C J 12%0" Ai ) C I - 0 12 AFF _ = . - - . 1 EXISTNG a r EASING X ■ x ■ ` ■ 1:1 10 0 _ - I - ! • 0 N 1 • . I L A - - - - L _ j a' �+ ! Si w r-dJr" x r-O" r r-er x r4r TILE TO INIATC:m way. uaN 0 r — -- - - _ -- - - --- - f - - - - - - - _ � NI INSTALL !NEW C L..NG TO EXISTING CEILING GYP AHD L N G INSTALL ► 1 Gyp. ITA►I,.L. Ex*T 4C, 1046T ALL NEW CEILING MATCH CELH TO r'IA►TOI LIGi4T•431 BACK ' " DETI►B.$ Magmas C LNG IIrUR DETAILS f - I* DE1OLIT14PL.ANo sc A '"ter ALE, L# -Cr r • 11► • WILLIAM POLK ASSOCIATES CONSULTANT CIVIL: REVISIONS BUM BY S4 11r ARCHITECTURE/PLANNING/INTERIORS 1120 POST ALLEY SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.622.8031 1/8"=1'-0" _ ,MInI.T MILS EET TITLE EMAIL WPA@WPOLK.COM STRUCTURAL PO ER S EE\ 2' p NE FREE". Sir.!' E 3CC :06343.04e 5E4 "T.E MECH/ELEC: \E NiCNE LANDSCAPE: NONE WILLI M. ' • �r STATE CF II SEIIkk'sTON NO DESCRIPTION DATE atILLETN f/2 RECEN ED 94 'C r'ERMIT CENTER JOB NOVI= DUB 03002 04/0312003 By U.T1P CAD BY +04/18/03 SON MRCE • WUT CENTER SEISMIC UPGRADE SECOND 1EvE1. CEILING REMODEL PLAN • FLOOR LEVEL KEY FUN IlTS. General Structural Notes (THE FOLLOWING APPLY UNLESS SHOWt1 OTHERWUSE ON THE DRAWIN65.) CRITERIA: MA T ' „MALL CONFORM TO THE DRAM N65, SPECIFICATIONS, THE UNIFORM BUILDING CODE (UDC), NOON EDITION, AND SEATTLE BUILDIN6 CODE MODIFICATIONS TO THE UBG. 2. THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. THE RENOVATION WORK INDICATED HAS BEEN EVALUATED AND DEl6NE]D TO BE IN ACCORDANCE WITH FEMA -118 AND 15 NI THIN THE CURRENT PRACTICE FOR THE REHOWTION OF EXI STI NL6 BU I LDIN65 OF THIS A6E AND TYPE OF CONSTRUCTION. 3. DE516N LOADIN6 CRITERIA: P FLOOR LIVE LOAD (RETAIL/5TM) 100 PSF (REDUCIBLE) ATTIC LIVE LOAD 40 P% EARTHOIJAKE ZONE 3, 53, R = 4.5, Av = 0.3, Aa T. 0.3 4. STRUCTURAL DRAKIN66 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAM N6S FOR BI DDI N6 AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND GONDITlONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CON6TRUCTI ON. 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMEP6106, HEWER 5IZE5 AHD CONDITIONS PRIOR TO CONENCIN6 ANY WORK. ALL DIMENSIONS OF EXI5TI Nb CONSTRUCTION 940NN ON TIE DRAWI N65 ARE INTENDED AS 6U I DELI NES (KY AND MUST BE VERIFIED. THE EXISTING GONDI TI ON5 5HO441 ON TIE DRAPI N65 ARE BASED EITHER ON 51 TE OBSERVATION, ORIGINAL DRAWINGS OR MERE ASSUME=D BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOPN ON THE DRAWIN66, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE EN6INE-ER PRIOR TO COMMENCING ANY MORK. 6. CONTRACTOR SHALL PROVIDE TEMPORARi BRACING FOR THE STRUCTURE AND STRUCTURAL. COMf'ONMTS UNTIL ALL FINAL CO1fECTION6 HAVE BEM COMPLETED IN ACCORDANCE WITH TIE DRAKIN66. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PREGAI1TIONS AND THE METHODS, TECEN1 WES, 5C W/6 OR PROCEDURES REWIRED TO PERFORM THE WORK. 8. CONTRACTOR- INITIATED CHANSES SHALL BE SUBMITTED IN YRITIN6 TO THE ARCHITECT AND STRUCTURAL ENI6INEER FOR APPRO'YA . PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES C HOIN ON SHOP DRAMIN65 ONLY WILL NOT SATISFY THIS JIR ENT. q. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. NHE E CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS WON, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND INC STRUCTURAL ENGINEER. 10. ALL STRUCTURAL SYSTEMS COMPOSE? 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 DRAMIN65 FOR REINFORCING 5181 AND FIBER REINFORCED EPDXY COMPOSITE MATERIAL SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL 546INEER FOR REV1D1 PRIOR TO FABRICATION OF TFEraE ITEM,. ALLOW (14) DAYS FOR REVIEW. 12. SHOP DRAPIIN6 REVIEN: DIMENSIONS AMV g)ANTITIES ARE NOT REVIENED BY THE ENGINEER OF RECORD, AND TORE: MUST BE VERIFIED BY TIE CONTRACTOR. TIE CONTRACTOR SHALL REVIEN AND STAMP DRAMIN65 PRIOR TO REYID4 BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. TIE REPRODUCIBLE SHALL LE W1ARITD AND RETURNED. 5HOP DRAKINS SUBMITTALS PROCES63D BY THE ENGINEER ARE NOT GHAN6E ORDERS. THE PURPOSE OF SHOP DRONING SUBMITTALS BY TIE CONTRACTOR I5 TO D13406TRATE TO THE EN6INE E R TWAT TIE CONTRACTOR UNDERSTANDS THE DESIGN CCKE T BY INDICATING *11CH MATERIAL 15 1NTENDX37 TO BE FURNISHED AND INSTALLED kV BY DETAILING THE INTONED FABRICATION NV INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS IETIEEN SHOP DRAMING SUDIITTAL5 AND THE CONTRACT DOCUM3ITS ARE DISC EITHER PRIOR TO OR AFTER SHOP CAKING SUBMITTALS ARE PROCESSED BY THE EN&INEE R, TIE DESIGN DRAMIN66 AND 9 CIFIGATION6 SWILL CONTROL AND SHOE_ EE FOLLONe. SHOP DRAMIN6S OF DE5I6N BUILD GOMMENIT5 INCLUDING FIBER-REINFORCED EPDXY GGPFO5ITE MATERIAL SHALL INCLUDE TIE DE516N1N6 P1Rl'JFE5610IAL. E $IPF.ER' S STAMP, STATE OF PIA5HI14$T01, AND SHALL BE AMMO BY THE COMMENT DESIGNER PRIOR TO CURSORY REVIEI"I BY THE E116IPEE R OF RECORD FOR LOADS IMPOSED ON TIE BASIC STRUCTURE. TIE DESIGNER I5 RPSPCMIB E FOR GODS CONFORMANCE AND ALL NECESSARI COMECTION6 NOT SPEGIFIC,ALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRMINGS. DEIGN CALCULATIONS SHALL EE SUEIITTED. 13. SPECIAL INSPECTION: CONCRETE CUNSTMJGTION, SHOTGRETIN6, EPDXY 6ROUTED INSTALLATIONS, AND FIB-REINFORCED EPDXY GO1PO6ITE INSTALAATION SHALL EE SUPERVISED IN ACCORDANCE KITH CHAPTER 11 OF THE UNIFORMI BUILDING GORE NV TIE PRIIECT SPSGIFIGATIONS BY A OJALIFIED TESTING A6MGY DE5I6NATED BY THE ARCHITECT. IN ADDITION, FIBER- REINFGRcE? EPDXY COMPOSITE INSTALLATION SHALL SUPERVISW IN AGGORDANGE MITH TIE IGBO 'MXU'TANGE CRITERIA FOR INSPECTION AND VERIFICATION OF CONCRETE AND REINFORCED Ni UtINFGGED MEOW 5T14346THENIN6 IJSIN6 FIBER-REINFORCED POLY1ER (F16P) COMPOSITE SYSTD6' (A411b -01) . THE «HITEaCT I STRUCTURAL EN6INEER SHALL BE FURNISHED KITH COPIES OF ALL INSPECTION REPCRTS ND TEST STS. CONlf1NJOl6 INSPECTION I5 REG)IRED FOR ALL STRUCTURAL MOW EXE'T DE IOLITION I SURFACE PREPARATION. ANGHORME: 14. O%i' JTE ) RODS OR REAR TO aNGFE E SPECIFIED ON TIE DRMIN66 SMALL BE IMMO KITH 'SET EPDXY -TIE ADME5IVE' AS WMUFACTURED BY SIMPSON 5TFVN6 -TIE COW Y, INC. I16TPLL IN STRICT AGGOFDiANCE MI114 IMO REPORT NO. 5271, INU.NDIN6 MINIMUM BEE ff REOJIREHE T5. SUBSTITUTES PROPOSED BY CONTRACTOR SIMIL.L if SUBMITTED FOR WIEN METH IG80 REPCRTS IPVICATINib Ea1IVAI.MT OR 6REATBR LOAD CAPACITIES. IN ADDITION, F DR MIND OR SEISMIC APPLICATIONS, SUBSTITUTIONS SHALL MEET Iwo ACCE'TANGE CRITERIA (AG56 FOR GO 4 TE) . SPECIAL INSPECTION OF EPDXY-MUTED NOW INSTALLATION I5 REWIRED. FkIS IN G CRETE MAY OE DRILLED BY GORING OR tN.E56 NOTED OT1f38115E. 513IOVATIOH: 15. T : CONTRACTOR S iOLL VERIFY ALL EXISTING► CONDITIONS S BEFORE GO!VBNIGINI6 ANY D@IOLITION. SHORIN6 SMALL BE It6T .LW TO SUPPORT EXISTING WMSTRUCTION AS RE GIJIRED AND IN A MANNER SUITABLE TO TIE NOW TAMES. EXISTING REINFOXIN6 SIYLLL BE SAVED INURE AND A6 NOT? ( 4 THE AR/IMIN66. SCAN CUTTING, IF Ng ' PileE L , %AEI PVT GUT EXI5TI1s IEINFQEINS PNICH IS TO RE SAVED. V 'tLITION !MI5 SHALL I BE ?LLCM TO DdMNEE OR NAM TIE EXI5T1t . LIMIT 1GN WWI* INCL.LDD�► £��1T14 mew am EXISTING FLOCK SYSTEMS TO 40 NSF. A. ALL IEP1 MEO ► imam 4 EX1STIND wow OR COGETE NUS, SLABS, ND BEMS 91ALl BE AccarugeD BY SANCLITTINe *OEM POSSIILE. NR.Ea55 OTIOIKIM N OTF), Ail rat amItit 66 SHALL BE SMMAUT NAT NOD anti ND ONERGUTTINS AT OPB1116 G iENl5 SMALL OE AWNED- AS REQUIRED, WE DRILL C NO CAP. OM OR GUT 11E WHYS TO MIME /ice DIE IaJII® Docteuse. III_ calm= SHILL *IVY IMl EXISTING G OIT1 6 HMV RATION Of MEM PRIOR TO GUTTING NP C. MU HMO MINOS WILL O LIS D BY WE ORILLIIG, IF POSSiat. CONCRETE 16. Cg ' SMALL EE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1405 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY 511046TH OF f ' c = 5,000 P5I AND MIX SHALL CONTAIN NOT LESS THAN 5 1/2 SACKS OF We4T PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5' OR LESS. THE MINIMUM AMOUNTS OF CEMENTITIOUS MATERIAL MAY BE GHANDED IF A CONCRETE PERFORMANCE MIX I5 SUBMITTED TO THE STRUCTURAL EN6I LEER AND THE SEATTLE DEPARTMENT OF CONSTRUCTION AN) LAND USE FOR APPROVAL TWO MEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE A66RE6ATE, MATER AND ADMIXTURES, AS YELL AS THE MATER-CEMENT RATIO, SLUMP, CONCRETE YIB.D ND SUBSTANTIATING STRENGTH DATA IN A CORDN CE WITH ACI 318 - CHAPTER 5. TIE USE OF A PERFORMANCE MIX REWIRES BATCH PLANT INSPECTION, THE COST Cr *HIGH SHALL BE PAID BY THE 6EN RA. CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE EN$INE'ER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS 6ENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS PULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. CONCRETE MAY BE PLACED BY TIE 'SHOTCRETE' METHOD, PROVIDED THE WORK I5 INSTALLED TO ACCOMODATE SHOTC6TIN6. SHOTGRETE MATERIALS, EQUIPMENT, PRA, PROPORTIONS, BATCHIN6 AND NIXING, AND PLACEMENT SHALL BE IN ACCORDAWE WITH ACI 5068 -40 AND UBG SECTION 1 11. REINFORCING 5M SHALL CONFORM TO ASTM M 15, GRADE 60, fy = 60,000 PSI. GRADE 60 REINFORCING BARS 441 CH ARE TO BE YELPED SHALL CONFORM' TO A5114 A106. REI NFORCEENT COPL.Y1 Nl6 WITH A5114 A615(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY T5 INDICATING CONFORMNa WITH /CLAIN6 PROCEDURES SPECIFIED IN A.W.S. D1.4. ARE SUBMITTED. lb. REI NFORGIN6 5Tr. SHALL BE DETAILED ( INCLUDING HOOKS AND BEDS) IN ACCORDANCE WITH ACI 315- AND 318 -q5. LAP ALL CONTINUOUS REINFORCEMENT (05 AND SMALLER) 40 BAR DIAMETERS OR 2 MINIMUM. PRIOVIDE CORNER BARS AT ALL MALL AND FOOTING INTERSECTIONS. LAP CORNER BARS (#5 AND SMALLER) 40 BAR DIAMETERS OR 2 MINIMUM. LAPS OF L.AR6E R BARS SHALL BE WIDE IN ACCORDANCE WITH AGI 318 - CLASS B. NO BARS PARTIALLY B DFD IN HAMM GONGRETE SHALL BE FIELD BEFIT UNLESS, OTHERWISE NOTED ON THE DRAMINGS OR APPROVED BY THE STRUCTURAL EN$INEER. 1q. CONCRETE PROTECTION (COVER) FOR REINFORGING STEEL SHALL BE AS FOLLQPIra, u. 0. N. COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2' SLABS AND WALLS ( INTERIOR FACE) 6REATER OF (BAR DIAMETER PLUS IN) cr . . 3/4' . 1 1/2' ($5 BARS OR 94ALLE0 . . 20. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRANIIN65 FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND PI NDOM OPMIN6S IN ALL CONCRETE WALLS. SEE ARCHITECTURAL DRA IN66 FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. 21. BONDING AGENT SHALL BE 'CONKRESIVE STANDARD LIWID' BY MASTER BUILDERS, INC. ORE J I VALNIT, AND SHALL BE USED NI•EQE NENM CONCRETE I5 PLACED AGAINST EXISTING CONCRETE. PLACE IN STRICT ACCORDANCE KITH MANUFACTURER'S INSTRUCTIONS, INCLUDING PREPARATION OF EXISTING SURFACES. BONDING A6MT MAY BE OMITTED MERE CONCRETE I5 INSTALLED BY THE SHIOTGRETE METHO). 22. CONCRETE SURFACE: PREPARATION: RMOVE ALL FINISH MATERIALS FRIOM CONCRETE MALLS, CGLUM6 AND OTHER STRUCTURAL. ELEMENTS PHIGH ARC TO RECEIVE CONCRETE 5110461IMIN6, INCLUDING BUT NOT LIMITEDE D TO 6YPSUM MALLBOARD, FRAMING, PILASTER, ADHESIVE NV PAINT. ROU6101 SURFACE TO 4' PWLITUDE TO EXPOSE A66RE6ATE AND SOUND CONCRETE. GLEAN AND YET SURFACE TO A SATURATED, SURFACE -DRY CONDITION IM*#DIATELY BEFORE PLACING MEN CONCRETE AGAINST EXISTING CONCRETE. 23. FIHEIR- REINFORCED EPDXY COMPOSITES SHALL BE H16H STraGTH 6LA56 FAQIC EMBEDDED IN A POLYMER EPDXY MATRIX. THE FIB- REINFORCE? EPDXY COMPO IT' SYSTEM SHALL MEET IG8O 'ACCEPTANCE: CRITERIA FOR CONCRETE AND FIBER-REINFORCED AND UNREINFORCED MASONRY STREN6THENIN6 USING. FIEF- REINFORCED POLYMER (FRP) COMPPOS I TE SYSTEMS' (AG 125 -01) IC00 REPORT, I TBRIAL PROPERTIES, INSTALLATION PROCEDURES AND STRUCTURAL. DESIGN SHALL BE SUBMIITTED TO THE ENGINEERR FOR APPROVAL PER THE SPECIFICATIONS. COMPOSITE FIBER INSTALLATION SHALL BE CONITINJOUSLY OBSERVED BY THE SPECIAL INSPECTOR. REMOVE ALL FINISH MATERIAL FROM CONCRETE MALLS PHICH ARE TO RELIVE FIBER-REINFORCED EPDXY COMPOSITE ITE MMTZ"RIAL, INCLUDING BUT NOT LIMITED TO 6YPSUM MALLBOARD, FR'AMtING, PLASTER, ADHESIVE AND PAINT. SEE SPECIFICATIONS FOR ADDITIONAL CONCRETE PALL SURFACE PREPARATION REQUIREMENTS. STRUCTURAL O/BEERVATION OF THE FIBER-REINFORCED EPDXY COMPOSITE 5Y5184 MILL FE PER O €1 BY TIE STRUCTURAL M6IMEER OF RECORD ON A PERIODIC BA6I5. NOITIFY EfI6INEI3R 1 DAYS PRIOR TO BEGINNING FIBER INSTALLATION. 24. COMTE MASONRY SURFACE PREPARATION: RMOVE ALL FINISH MATERIALS FROM CONCRETE MASONRY MLLES PEIGH ARE TO RECEIVE CONCRETE STRENGTHENING, INICLUDIN6 WT NOT LIMITED TO 6YP51M WillBOARD , FRAMING, PLASTER, ADHESIVE AND PAINT. PLACE NENI CONCRETE A6AIN6T GLEN4 NV SATURATED, SURFACE -DRY CONCRETE MAE,ONRY SWAGES. 'SET INDEX: 513 p 0 3 -051 'big Fla.-i Iva c reviewed far g::neral c. -, •:forrr,ance with the following_ S Jc rr i Provisions of t'n :f:1rrn 1181 l `:�- stru�r�ral P:;,,.: ,* i s ci d i,Liforin ilk :A.,cng Cade .. ? ...-•b.,,a Stue s.ut`e: �;. ::cam::: r t (': riper. -r 5; - 30 WAIL') - 1ne.'g C ' ici 5 ; - :. w -. e' -aef +r *r►+M � _ .. 2.1 � +''gts.r s •:` It/; 'K`: - -r :�: i cola/7i aM of aOr/+'rvi r O F. . - :. l.:..' 4.04 ;ft . v ' r e ► i -i. a6 t i . _ . 111/ .: xs .i rs - w ga :mac ' i.e x a aoaptac .186.4• 7: :ma -0,T" :Z)Z-11'4"." ?k";• rt ; 1. Due 7 - / a 3 :77 es - . Iti Lam` 6EERAL 5TRUC k"'" 1.44.aaw 52..1 MALL LEVEL. FIR/VMS FLAN 522 2nd LEVEL FRANKS PLAN 523 3rd LEVEL PLAN 58.1 90TOMETE HALL FUN/ATM I DETALS 55.2 F H OXY COMPO5nE lMiLL ELEVATIO6 i PETALS 533 f t WOW w 0/51TE IfiEVATTA1$ DETM 5 RE\ lEIA ED c1 '.X "Y ME.A APPPYIID M :Y 2 2 nr.13 6 . 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J L J - ir - - tr• Ir it - Ir Tr r II iI II II II II I 1 1 II II II II II 11 I I I 11 II II II II IM I I 11 II II II II II 1 I II II II II II I I II II II II II I I �► �...�► — ,i1■1 % \ `� 7 , \� 11 I I I I II iI II II 1' II II I Ii II I'. II II ' i i i it it 11 11 it iI iI 11 I 11 II I II I I) II 11 i1 -IL _u....� �l. Seattle, WA OUGHLIN PORTER LUNDEEN• BON MARCHE SOUTHCENTER LOWER FLOORS SEISMIC UPGRADE SEATTLE, WA 98101 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 206/343 -0460 F: 206/343 -5691 FOR CALL -OUTS IN COMMON SEE DETAIL 12/53.1 FOR CALL -OUTS IN COMMON SEE DETAIL 12/53.1 FOR CALL-OUTS IN COI+ION SEE DETAIL 12/53.1 1 . FOR CALL -04/1 14 GG4 SEE C)Erm. 12J53J n 4 d 4 EX. GMU WALL EX CMU WALL 4 4 4 4 EX CM) WALL J • i 3325 Drag Beam at Trash Chute 1 • s4 ,c7 -2* EPDXY 6R01RID D01'B5 3327 Drag Beam by Trash Chute 6 •• •• •• 14/53.1 AT COLUMN OR BEAM d U 12" MIN. 15' MAX 19/53.1 AT COLUMN OR BEAM 4 3328 Drag Beam by Trash Chute 11 .1 4 L TRASH CHUTE 19/53.1 +1 AT COL OR BEAM I'3• (l)*5 VW EPDXY GROUTED DOWELS TO MATCH AT EA. END (EMBED 6) (1)1t5 W/ EPDXY GROUTED DOWELS TO MATCH AT EA. END (EMBED 6 ") CHIP OUT EX. CONC. PLACE DRAG STEEL, INFILL PER 12/53.1 PRESERVE SLAB REINFORGIN& 14 GLFL TYP. 0 000/45 • Vac �-- (s TSB w EPDXY GROUTED DOVIELS TO MATCH AT EA. B12 eleW 6') AM TSB 4 3326 Drag Bs ata M Trash Quts 1V 15/53.1 MALL ROUEN SURFACE TO 1 4" AMPLITUDE IN LIB) OF i EX. COLUMN BEYOND EX. CONCRETE SLAB FOR CALL - UT5 IN COMMON SEE UAL W.1 a d 5/53.1 • A . EX. y • . • + *4 EPDXY GROUTED DOWELS 0 12 "oc - Y4J ISO` HOOK, E ED 5' -' EPDXY COMPOSITE MATERIAL Ex CONCRETE �- C • 19/53 -I AT +r, OR 8 ' MIN. PO3 3 HOLES ® -0'oc AT CONTRACTOR'S OPTION FOR PLACEMENT 4 CONSOLIDATION OF DRA6 BEAM CONCRETE 2,d LEVEL (6).5 CONT. EX JOIST 3312 Drab Beam 12 W/53.1 AT GOUA+N r �� OR BEAM 5LAB 2d LEVEL DC ,1015T 'Drag Boom 4 44" CHAMFER FOR CALL -OUTS IN C. +ION SEE DETAIL 14/53.1 3310 Shotcrete Wall at End - Column 13 EX GONGRETE SLAB 4 • E-I v5 x b'-(7 Davis _ BEAM ORJr6 BEAM PER 12/93J 15 x 2' -10' EPDXY GROUTED DOffi.5 • IO'oc EA. SIDE - ENBED 6" NOTES: I. ROUGHEN EX. CONCRETE SURFACES THAT RECEIVE ADM. CONCRETE. SEE 6EhERAL STRUCTURAL. NOTE 22 FOR REQUIREMENT. • r •. • ADD- *6 x 8'-O ® 10'oc AT EX. COLUMN A t _aI! "rr � g i - - 14 - 'A :ti:4;i:,... ____ 4 7 - 7 LAP ! • • . • Nib 1 LAP 2" ACT! 1W+ R DRILL iti' CNERSIZE } aES GOBLIN*. DO NOT CUT EXISTING COL OR BEAM REM_ CLEAN HOLES W NR, YIIATBZ t SIRE BRI5H146. PLACE BARS s IN.ECT EPDXY 14TO APOILAR SPACE AROUND BAR. FT. LAP LAP i i, 2" NON- CONTAC WALL 4 REIW. PER 9/'533.1 1 : L. . ; t L U R E;D I'. `3013 Shotcrete Wall at Aid- Column 14 EX BEAM EX GOLIHS 4000 Shotcrete Wall Elevation 3rd Level el. = 64' -3" ( Verify) 2nd Level el. = 48'-0" (Verify) 3314 Drag Boas Across Edsting Beant/Cokom FOR CALL -OUTS IN COMMON SEE DETAIL IO/53.1 EX. BRICK VENEER EX. CNU WALL EX. CONCRETE •. SPANDREL BEAM EX. BRICK VENEER EX. CNU WALL EX. BOIL? BEAM MERE OCCIP5 EX GM) “ALL EX BRICK ----= VENEER . • fi 3rd Level South Wall at Third Level EX. CONCRETE WALL Ord Level ,f 3• 3311 5 EX. CONCRETE JOISTS • DONEl.S PER 15/53.1 WALL E REIAF. 3016 PER 9/53.1 South Wall at Third Level 10 c= EX CONCRETE SPANDREL BEAM South Wall at Second Level 15 • I . • • a - • . 3 • DO/EL PER 20/53.1 *`6 x 3'-6" FOXY DOWLS 0 b'oc - BIDED 8' WAIL. t REIW. PER 9/53.1 - 2rd Level LL PER 9/53.1 *4 x WOW Di MIS. B'P V. LOCATE • OF . CELLS It HORS BOND OJVe 4`47oc 14 EA. DIRECT10t4 Typical Shoicr Wal to MU Anchorags 20 — EX CONCRETE 'AI1/ STS 3015 CITY OF T:A MAY 2 2 25413 k 3074 i EXPIRES 7/25/03 DC 11 W W � c Cr) LIM LJJ) L -or( „ -■Z LJ_ W —1J O m .0 DATE MET m1.l SHOTCRETE WALL ELEV. & DETAILS 50OK IN le LIB+ / Ki + ■...r 'Zi 1-P-- 63.11 Z a 7 O 0 o V N l7 & ti f Z a D 4 9 ) .... L7 L � Q Z < J V W LLI Z J O �� 1"4- • \I \ V v FIBER - REINFORCED EPDXY COMPOSITE `1 WALL REINIFORCEMENT, TYP. ORIENT PRIMARY FIBER DIRECTION HORIZONTALLY. SEE PLAN FOR WALL PANELS TO RECEIVE REINFORCEMENT. 11/533 t7PP. AT 6R1D 18 18/533 SIM_ AT GRID 30 • 15/53.3 1 11/533.1 < I 14053.3 18/53.3 . V \i \I \lam DRILLED, EPDXY FIBER ANCHORS PER MAMJFAOTURER EPOS OF FIBER - REINFORCED EPDXY COMPOSITE MATERIAL ii F EPDXY MALL . TYP_ max PRIVRY FOR 0ALLY 5$ PLAN FCR MOLL PANELS TO EVE IFEWORCEMIT 18/533 SIM. J 1/ J NOTE5: I. REMOVE ALL PAINT AND PLASTER AND SANDBLAST SURFACE TO 1 46N 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 6 = 0.004in/in, AND IN ACCORDANCE WITH ICBO ACl25. • 18/S33 . . V SIM. PC10,- 05 • r- - , I y ~� I J L R: c ,' � ..._ �. `'1 ` • .�1 ! _ , 4. COMPOSITE FIBER QUANTITY SHALL BE 303 On WHERE COMPOSITE FIBER QUANTITY = E t. E = MODULUS OF ELASTICITY (ksi) (303Oksi MIN.) t = MATERIAL DESIGN THICKNESS (in) 5. SEE GENERAL STRUCTURAL NOTES AND SPECIFICATIONS FOR FURTHER CRITERIA. NOTES: I. SEE NOTES PER 10/532 , U.N.Q. 16' • a • 16/53.5 SIM. 3rd LEVEL gel. 64 (verify) 2nd LEVEL el. 48'-O" (yam � 3000 14. I^1-1 Fiber - Reinforced Epoxy Composite Material Wall Eleva 10 2. COMPOSITE FIBER QUANTITY SHALL BE 606 kiln MERE COMPOSITE FIBER QUANTITY = E * t. E = MODULUS OF ELASTICITY (ksi) (3030ksi MIN) t = MATERIAL DESI6N THICKNESS (In) 1 AT 6R1D 33 2nd LEVEL el. 48'-0' (ly CM Of TtI(Ml MALL LEVEL 2 ' 4 • (verily MAY 2 ? 203 IL I _ / ! - DRILLED, EPDXY PeER ANCIVA5 - KR WitrA4TURER . ERGS of FICIER4‘,F2AVED EPDXY COePOS 1E MAT AIL. 3001 FwRsWcsd Epoxy Composite Mstsrl& way Els vati o u2O • EXPIRES 7/25/03 end: W I - u.J 2: cm LI-I � (14.0) :3:: _5" --- :::) V (::) Ciir) 1 - 1 -J LLJ cn :3:: t (01.0) 44‹ :FOE CL: :: imm_mi (::) m .o 'DATE EVEM VIM 15 D FOR CC 151NICT10N SEW TfTtl FIBER REINF. EPDXY COMPOSITE WALL ELEV. & DETAL MOE -, MOM S3.2 Z ti7 O V • 11 16 PALED, EPDXY FICIER AS BY MILFACTURIR, TYP. L JI a s a Ex GONGRETE IV1LL FIBER-REINFORCED D'OXY CAE MATERIAL. \ r w►aus PER sFEcincnnoMs 12 ELM 3322 FIbsRsWorcsd WaN 1T EX. CONCRETE WALL EX. CONCRETE WALL EX. CONC. WALL EX CONCRETE MALL AND PLASTER S a DIiLLED. EPDXY Fit I1NG110RS P6 RELOfteVED BY MINIIFI1Gl1RER 71rP. .1 a ' 4 11 DRILLED, EPDXY FIBER ANCHORS AS RECOMMENDED BY MAMIFAGTURER MERE OGC.IIRS 2nd LEVEL 4 4 ELM A 4 4 4 FIBER-REINFORCED EPDXY COMPOSITE 3316 MATERIAL Fiber- Reinforced Wall 3 FIBER- REINFORCED EPDXY COMPOSITE MATERIAL DRILLED, EPDXY FIBER ANCHORS AS RECOMMENDED BY MAI1)FAGTURER, WHERE OCCURS 4 4 • d FIBER -REINFORCED EPDXY COMPOSITE MATERIAL, TYP. BOT. OF EX. JOISTS 3317 Fiber - Reinforced Wall 8 DRILLED, EPDXY FIBER ANGHG 5 AS RECOMMENDED BY MAWAGTURSZ, TYP. EX DOOR DEAD OR JA113 3321 Fiber - Reinforced Wall 13 1 a • J 4 MALL LEVEL FlEER EPDXY COMPOSITE MA7IM111L, TYP SAE WE AT 5IMO 3003 Fiber-Reinforced wall 18 NOTES: I. SEE NOTES PER IO/53.2 , U.N.O. 2. COMPOSITE FIBER QUANTITY SHALL BE 151 k/in MERE COMPOSITE FIBER QUANTITY = E • t. E = MODULUS OF ELASTICITY (ksl) (303Oksi MIN) t = MATERIAL DESIGN THICKNESS (h) TYP. IS/53.3 SIM. FIBER-REINFORCED EPDXY COMPOSITE MATERIAL • AT 61605 le TO 21 - EXTDV PaER 6' E .014 MALL LEVEL 4 r► FIBER-REINFORCED EPDXY COMPOSITE WALL REINFORCEMENT, TYP. ORIENT PRIMARY FIBER DIRECTION HORIZONTALLY. SEE PLAN FOR WALL PALLS TO RECEIVE REINFORCEMENT. J a t 4 a a • a a j t r - — EX CONCRETE MALL 6/53.3 3/53.3 p ,„ )4PP i grA V frA SIM. X533 SIM. L ONE ADDITIONAL LAYER OF FIBER - REINFORCED EPDXY COMPOSITE WALL REINFORCEMENT. ORIENT PRIMARY FIBER DIRECTION VERTICALLY. 3318 Fs-RsWcsd Wal 118 it 14 r Esc CONCRETE SLAB Mai Level DRILLED, EPDXY FIBER ANCHORS PER MANUFACTURER ENDS OF FIBER - REINFORCED EPDXY --- -� -- COMPOSITE MATERIAL . 3 13533 13/53.3 fi r Sorfiti 9 tA WI 2 2 . 3 • • I S/533 Jr l 4 .. SIM. 3300 W -3 Fiber - Reinforced Epoxy Composite Material Wall Eleva 10 2nd LEVEL el. 409 -0" (verify) MALL LEVEL eI. 28 (verify) 3rd Level B erJOI CR4 ST5 FIBHt- REIPFORL� EPDXY � 3005 MM'Btll1L Fiber - Reinforced Wall 15 - REIWORC. 7 EPDXY TE r 2nd Lave') • Fiber-Reinforced Wal 20 ‘—BOTTOM C F .1005T5 3004 I EXPIRES 7/25/03 i DC LIJ I- u.J LJj< (14.) si M can V C/7 LJJ Ls) p � J Q Z � NO DATE MOWN 5 158ED Fort C.01151WUCTION sow* *IRE FIBER- REINF. EPDXY COMPOSITE WALL ELEV. a DETAILS S3.3 / 71 : 1 - Mm 0o N N ii: • • I