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Permit D06-135 - Westfield Southcenter Mall - Parking Garage B
WESTFIELD PARKING STRUCTURE B 633 SOUTHCENTER MALL D06 -135 Design Occupant Load: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cttukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2003 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D06 -135 Occupant/Tenant: WESTFIELD - PARSING GARAGE B Building Address: 633 SOUTHCENTER MALL Parcel No.: 2623049023 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: PARKING GARAGE Occupancy Group/Division: S2 Type of Construction: IB Automatic Sprinkler System: Provided: Y Required: Y 3- 07,. -07 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Tenant: Name: WESTFIELD - PARKING STRUCTURE B Address' 633 SOUTHCENTER MALL, TUKWILA WA DEVELOPMENT PERMIT Parcel No.: 2623049023 Permit Number: D06 -135 Address' 633 SOUTHCENTER MALL TUKW Issue Date: 08/23/2006 Suite No: Permit Expires On: 02/19/2007 Owner: Name: JG SOUTHCENTER LTD Phone: Address' 25425 CENTER RIDGE RD, CLEVELAND OH, Contact Person: Name: MARTIN O'LEARY Phone: 206 587 -4000 Address: 1730 MINOR AV, STE 1120, SEATTLE WA, Contractor: Name: J T M CONSTRUCTION Phone: (206)587 -4000 Address: METROPOLITAN PARK EAST, 1730 MINOR AVE STE 1120, Contractor License No: JTMCOC *951BC Expiration Date:01 /03/2007 DESCRIPTION OF WORK: CONSTRUCTION OF NEW 205,998 SF PARKING STRUCTURE (B). INTERIOR FLOOR DRAINS TO THE SANITARY SEWER. ROOF DRAINS 0 THE STORM DRAIN SYSTEM. FIRE LINE BACKFLOW FOR IN- PREMESIS ISOLATION PER THE UNIFORM PLUMBING CODE. Value of Construction: 3,734,942.32 Fees Collected: $93,676.64 Type of Fire Protection: Uniform Building Code Edition: Type of Construction: IB Occupancy per UBC: 25 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm N N Water Main Extension: Water Meter: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: 006 -135 Printed: 08-23-2006 Permit Center Authorized Signature' I hereby certify that I have read and ordinances governing this work will The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: ¥ `2MtL2 Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ex mi ed om �lX is permit and know the same to be true and correct. All provisions of law and with, whether specified herein or not. - "1 Mitt- rk 0 l� Date: 1191i23P7, 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. D06 -135 Printed: 08-23-2006 City W Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Parcel No.: 2623049023 Permit Number: D06 -135 Address: 633 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 04/18/2006 Tenant: WESTFIELD - PARKING STRUCTURE B Issue Date: 08/23/2006 1: ***BUILDING DEPARTMENT CONDITIONS "' 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 10: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved 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: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire- resistance design as designated in the approved construction documents. 15: Masonry construction shall be special inspected. doc: Conditions D06 -135 Printed: 08-23-2006 City et/ Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206- 431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 18: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 19: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 20: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 21: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 22: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 23: Contractor shall schedule Public Works inspections at least 24 hours ahead by calling (206)433 -0179. 24: FIRE LINE BACKFLOW INSPECTION FOR IN- PREMESIS ISOLATION PER THE UNIFORM PLUMBING CODE. 25: ALL INTERIOR FLOOR DRAINS GO TO THE SANITARY SEWER. ALL ROOF DRAINS GO TO THE STORM DRAIN SYSTEM 26: ** *FIRE DEPARTMENT CONDITIONS * ** 27: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 28: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 29: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 30: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 31: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) doc: Conditions D06 -135 Printed: 08 -23 -2006 City tri Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 32: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4-4) 33: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 34: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 35: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 36: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 37: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 38: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 39: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 40: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot- candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 41: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 42: U.L. central station supervision is required. (City Ordinance #2050) 43: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal (WAC 212 -80) 44: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler doc: Conditions D06 -135 Printed: 08 -23 -2006 City dr Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 45: Pipe sleeve with 2 inch clearance is acceptable for sprinkler pipe sizes up to 3 1/2 inches. 4 inch clearance is required for sprinkler pipe sizes 4 inches and larger. 46: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 47: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (W IV), and Fire Department connection (FDC). (City Ordinance #2050) 48: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 6.7.4.1, 6.7.4.2) 49: Fire hydrants are required as detailed in City Ordinance #2052. 50: When subject to vehicular damage, protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #2052) 51: Standpipes shall be installed throughout per NFPA 14. The standpipes shall be Class I, Automatic Dry. 52: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051.(Audible /visual notification appliances throughout all common -use areas. Manual pull stations located per NFPA 72. Emergency telephones may be installed in lieu of manual pull stations with fire dept. approval). 53: Elevator recall is required per International Fire Code Section 607. Steven M. Mullet, Mayor Steve Lancaster, Director 54: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 55: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 56: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 57: An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (IFC Appendix B, Table B 105.1) (IFC 508.1 thru 508.5.6) 58: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 59: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) doc: Conditions 006 -135 Printed: 08 -23 -2006 doc: Conditions City ahr'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us **continued on next page** Steven M Mullet, Mayor Steve Lancaster, Director 60: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 61: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 62: Applicant must submit revised sconce with a site wide illimunation plan prior to final inspection and approval. D06 -135 Printed: 08-23 -2006 doc: Conditions City c' Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 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. Thsk, 64. 006 -135 Printed: 08 -23 -2006 Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: CQ ? 5c, • Tenant Name: Property Owners Name: Mailing Address: (O Contact personT A perm Ic pL,. icc d'anyci ponnil application (7-2004) 4-vitod 6-8-03 Page 1 Building Permit No. Va Mechanical Permit No. Public Works Permit No. Project No. X0(0 03 • (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print ** SITE LOCATION B King Co Assessor's Tax No.: n Suite Number: Floor: New Tenant: ❑ Yes ❑..No • kW ll� ita A. City Sum ' Zip CONTACT PERSON Name: t`> ` ` LJ�L. �• 1 C)' Day Telephone: Cp.S�• 4cct Mailing Address: O .l C °SU1T 1.120 4 '4t1 ���a gf,`Q 1 City State Zip E-Mail Address: rV%O, rn - ( e JCm- •S\T- 1JCQcVatl[ax Number: ZC. -Q • SFcir •400 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) W 1•� Crveri.1 >r io 1�3n Vttt� Yr. # e SuU . U2c 1 sC - WE I S I,.� A- c \ j 4 cit Contact Person: Z ,.1 n 1 Day Telephone: ( .St 4 E -Mail Address: APtO l ea \ eJ4 -n -cop )*1i Fax Number: 7.0o SBA .4CO3 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: PS A.' qp Mailing Address: (OZS t -et ^�t 1 1 war- 1p zi3z, City Stale Zip Q Pq-- Day Telephone: 3 00 •�•S4 'R9`�� E -Mail Address:4 — a r�S.S anY1S• esttA Fax Number: ( oo• - 45} • 315 - t ENGINEER OF RECORD -Alt plans must be wet stamped by Engineer of Record Company Name: l'r•AX- - ISM.. 1 -ka • b r \ • l..Ur1 11 Mailing Address: 4'3 - -S .a,t SCO S� t 3_> WA, 9�'11CM I C ity ' state zip Contact Person: __. k\-k. C_OrU U\--. 1 1 Day Telephone: 2d 0 • 2 013)• lam( On E-Mail Address: jt •ro1C . er..1YWC. • C t Fax Number: 2 Q • 313 . 5 JL�{ k BUILDING PERMIT INFO ' TION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 415 (\ 07...1.4 .or Scope of Work (please provide detailed information): Will there be new rack storage? ❑.. Yes Existing Building Valuation: $ t N ►a IR..No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) t3/4 b._ *For an Accessory dwelling, provide the following: Lot Area (sq ft): k4 Floor area of principal dwelling: ti.3 Floor area for accessory dwelling: k. 1abe- *Provide documentation that shows that the principal owner lives in and of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 51g Compact: Handicap: Z Will there be a change in use? ❑....Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q `AppIiestiomwomn- Applicatiaa On Line U -2006 - Permit Application.doc Revised: 4 -2006 66 Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor N!d N �, NIA (c$ 1 B S —2 2n°Floor (RSA (0(0(Q 1IF, 5-2_ 3 Floor ( OP, taDt) 1g 5 -2 Floors thm_ N I A NIP- ti /.a Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck • Y ✓ BUILDING PERMIT INFO ' TION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 415 (\ 07...1.4 .or Scope of Work (please provide detailed information): Will there be new rack storage? ❑.. Yes Existing Building Valuation: $ t N ►a IR..No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) t3/4 b._ *For an Accessory dwelling, provide the following: Lot Area (sq ft): k4 Floor area of principal dwelling: ti.3 Floor area for accessory dwelling: k. 1abe- *Provide documentation that shows that the principal owner lives in and of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 51g Compact: Handicap: Z Will there be a change in use? ❑....Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q `AppIiestiomwomn- Applicatiaa On Line U -2006 - Permit Application.doc Revised: 4 -2006 66 Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION - 206 -433 -0179 Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. P1/4s suoatt o %`( Peg-LA.90 . ❑ .. Highline Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑... ValVue ❑ .. Renton ❑ .. Seattle ❑...Sewer Availability Provided ❑ .. Approved Septic Plans Provided cubic yards cubic yards ❑ . ❑. ❑ . ❑ . Q:\ApplicniwWFwms.Applications On LineU-2006 - Pima Application.doc Revised. 4-2006 bh @t.. • t— Call before you Dig: 1- 800 -424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ Private _ ❑ ...Water Main Extension Public _ Private ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Right-of -way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ...Sewa Treatment Name: Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State State Zip Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP/1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL CONTRACTOR INFORMATION Company Name: r '� Mailing Address: State City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q: Vsppacaoonswomu- Applications On tineV -2006 - Pmne Applicaiion.doc Revised: 4-2006 bb Zip Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system - per drain (inside building) Water heater and /or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets /outlets - six or more PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Q:IApplicaiions'Fonns.Applialions On Un&U.2006- Permit Applicaion.doc Revised: 4 -2006 bb • St--,44 -\-,1 11x- PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 Company Name: r[r Mailing Address: 5 l V[C i N l�J �4t- ^*% �P 3 �- City \ �,� State Zip Contact Person 'i_ SW �+ Day Telephone: ✓(R • ?-r -.5k, • 2E Ja E -Mail Address: Fax Number: 306• °'t8•tom?. Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): rP•-S > SUM-VMS-1 1 15\ { CZA-37T p kri� Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quan ity below: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 OR AUTJ=IORIZED AGENT: Signature: Print Name: Mailing Address: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). Smile 42,° Date Application Expires: I �� 1 i O 61 I Date Application Accepted: (11(ap -1L%S CI 1 Day Telephone: WO — ° V5 C ' IL Q: ApplioaaonsWo nrc- Applications On Linty -2006. Permit Applinnion.doc Revised: 4 -2006 bh Date: k'kt I N ) 0 City state Zip Staff Initials: Page 6 of 6 ACCOUNT ITEM LIST: Description Current Pmts City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049023 Permit Number: D06 -135 Address: 633 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 04/18/2006 Applicant: WESTFIELD - PARKING STRUCTURE B Issue Date: Receipt No.: R06 -01325 Payment Amount: 59,576.29 Initials: JEM Payment Date: 08/23/2006 08:45 AM User ID: 1165 Balance: $0.00 Payee: JTM CONSTRUCTION TRANSACTION LIST: Type Method Description Amount Payment Check 001294 59,576.29 BUILDING - NONRES PLAN CHECK - NONRES PW BASE APPLICATION FEE STATE BUILDING SURCHARGE 000/322.100 000/345.830 000/322.100 000/386.904 RECEIPT Account Code 56,619.48 2,702.31 250.00 4.50 Total: 59,576.29 8950 08/23 9716 TOTAL 59576.29 doc: Receipt - Printed: 08 -23 -2006 RECEIPT NO: R06 -00522 Initials: JEM User ID: 1165 Payee: JTM CONSTRUCTION SET ID: 5000000469 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member D06 -134 p06-135 l TOTAL: TRANSACTION LIST: Type Method Description Payment Check 42,539.37 34,100.35 76,639.72 ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES f i ty of Tukw Department of Community Development 6300 Southcenter Boulevard, Suite # l00 Tukwila. Washington 98188 Phone: 206.431 -3670 Fax: 206-431-3665 Amount 001272 SET RECEIPT TOTAL: 000/345.830 TOTAL: Steven M. Mullet. Mayor Steve Lancaster, Director Payment Date: 04/18/2006 Total Payment: 76,639.72 Amount 76,639.72 76,639.72 Current Pmts 76,639.72 76,639.72 4667 04/18 9716 TOTAL 76639.72 Project: ( 1(1 - 1() (l ka r l Type of Inspection. v 4 Allit MA'AM/ Adr ess:- J 1 ( 3 3 C41v'�{4 Y M1II t � d(-c- Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone G (2 ' 7b36 /- '7 - 6 167- INSPECTION NO. INSPECTION RECORD Retain a copy with permit bob -136 PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 IXI Approved per applicable codes. - 0 Corrections required prior to approval. COMMENTS: s�jtQ , f n I ns C (r bu_ ( /A fAilka/( lgL Ioate:��3/ /h LI $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: , ,,,J /1 _ - (4, n( 6 of Inspection: F , Nn / \.....) Address: &,33 Snw/%, ,c.t;k. )041/ Date Called: Special Instructions: Date Wanted: Tf- /`l - a:m p.m. Requester: Phone o: I INSPECTIONN0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 COIKMENT_S: 7a! tee/ Approved per applicable codes. D Corrections required prior to approval. . _ isi 0 $58.00 ' EINSPECTION f REQUI D. Prior o inspection, fee must be paid at 6300 Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: (Date: Da - /.3S Project: /tys en//4 /WI, Type of Injgection: /—/- /VP/ / required prior to approval. A d ress: ,33 5�/ h .eF„�rr, ,147, ate Called: Special Instructions: Date Wanted: (amts. P.m. Requester: e H . /'n'7.ie / 4 - S r nn.. Phone N O: - �- 7t -e0/J 7 Approved per applicable codes. 1 4 Corrections required prior to approval. COMMENTS: ( 1 e H . /'n'7.ie / 4 - S r nn.. 7 40.. �-. s4'-,/- / • v t 'as-, S ,9 , 4 Inspector: Date: FEE REQUIRED. Prior to inspection. fee must be $58.00 REINSPECTI INSPECTION RECORD Retain a copy with permit INSPTCTItSFNO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06 4 * =3670 aid a ..---- outhcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: a. ■ Project: ` T •e . nspection: Address: ' � I r -{v c "'i� �te Cal d: Date Wanted: --7 " 7/C17 P.m. Spe is nstructions: Requester: Phone Nog: 6.-- 6/r7 (206)431 -3670 EJ Corrections required prior to approval. COMMENTS: 04 /0 e� e El ;58.00 REINSPEC110N FE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: (Date: COM Type of Inspection: V)�,4, - Pl� l M(.1 K It (` 0Cf cvyi 51kkS allow.ex \ »evt( Date Called: Special Instructions: Date nted: - I� - off -` a.m - ekt,c,inki 0 ,thrn NG No Ni 7nw v2 (2_0(4- Lqu-n )colt( hike ✓asks - 116 14fiTh aleL €Xk M' - V (of uvrinS Pro'ect kesWeIA (( Type of Inspection: V)�,4, - Pl� l A dres : (03 Slrt'Ih'F1.1'r AlAk I Date Called: Special Instructions: Date nted: - I� - off -` a.m Req ster: Phone N -�o & - 7 - GIS7 INSPECTION RECORD Retain copy with permit INSPECTIONS O— " CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. m spe 4 v 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: (206)431-3 El Corrections required prior to approval. Date: ( 1 /5 iAh'/, ,-t) COMMENTS: C ✓\ t pi 1 Address: V (033 S t UCtFn)rf MA I\ 1E MPORFl ,DC 0uPf)w.X'4/ Special Instructions: Date Wanted: a.M. lel — I 5 Requester: IA1V reve'� -7o it %0 �wys I_AU A-I ap s :'.. t o Cit. 1 r ,pE i 4. N >1 tvec e -por A- GoAis- k It ) ;.-+t,j k " 1c CApt-is _ AAAtiio•.lal \ iR vaakilt(cc � INItvi j(, Sdntl5 ate– (Or' O A 1 -the- 1-I FI la- 1 n.a -Ike I ni i-r✓ ni - 1 A 11 5vo PiYi 1 t_ 1■3s�A\ -4-i<, J . rt AT9 rime/ p' an zs - S I-A in s... e ka{t-r A Pried to- g - &J Projkcct: fi t! / rro l�'S tl 1� if( l'Jfl(' �y Type F 6 1 - of Inspecti � 2.i' N Address: V (033 S t UCtFn)rf MA I\ Date Called: Special Instructions: Date Wanted: a.M. lel — I 5 Requester: Phone No: €Q6 7E4 - GI 3 7 tO INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. In ec or: r. A .CC_4 Date: (Receipt No.: " t .00 REINSPECT1ON FEa REQUIRED. prior o inspection, fee must be d at 6300 Southcenter Blvd.. Suite 1 Call the schedule reinspection. !Date: 0 Project: A/ te7/ oilier s Type of Inspection: V/ /reat/77 /.✓G Address: 6 ? sd?r/Af C/ 4d_/ Date Called: d Special Instructions: ,eez iodate Wanted: 2 — /2 -0 7 p Requester: Phone No: �D6- 3q!- -5 INSP C710N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 14 Approved Approved per applicable codes. El Corrections required prior to approval. 7 COMMENTS: (f) rA/!. _ Q pl nspector Date: /2 60 REINSPECTION FEE EQUIRED. rior o inspection. fee must be p • at 6300 Southcenter B vd.. Suite 1.0. Call the schedule reinspection. rRec:. t No.: (Date: INSPECTION RECORD Retain a copy with permit Projje! /�ii i // /� / fnnt V 4 0 KY 6, Type of spe � 1 f / 5� /. 4rya/h . . Ad ots Date led ! Special Instructions: Date Wanted: e, G- /7 P kequester: Phone No: INS • CTION NO. CI OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. a4. paid at 6300 Southcent INSPECTION RECORD Retain a copy with permit Corrections required prior to approval COMMENTS: A/4 /r4 Dater u iz - dam .00 REINSPECTION FEE REQUIRED: Prior o inspection. fee must be Blvd.. Suite 100. Cal the schedule reinspection. (Receipt No.: 'Date: / , .........-+ Projeerjt: Gf1 /S /,tde AiM6444 Type of Inspection: 4 , 2 , 4 - i,,v 4 N- Y Address: 43 3 Ser /hrrrnikv i // Date Called: P A- 7- Special Instructions: n a Date Wanted: 5t 2 Y 07 P.m. Requester: Phone Np: S,P. // e -i- 1 11 =proved per applicable codes. Corrections required prior to approval. e EN P A- 7- a A � (1747Y i A at . c LC./ CortiP,- s aCY\Wrx roattCon%Q Inspect :7, /J �r �il it - 14 + Date: 7 - jr--677 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 $58.00 REINSPECTI E REQUIRED. Prior o inspection. fee must be paid at 6300 Sout enter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. El Corrections required prior to approval. N �ey rdd- L�,� Inspector! 16.00 REINS I CTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: P � NIT A o. (206 1 -36 0 Project: 1,��f.erJ74}�,oQ Type of lnspe r, i, Address: S /� lSkf�n ( dtr Date Called: Special Instructions: - fort.) e "kr - v Date Wanted: 7 a.m, Requester: Phone J 5-1i 1 INSPECTION RECORD Retain a copy with permit INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. El Corrections required prior to approval. N �ey rdd- L�,� Inspector! 16.00 REINS I CTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: P � NIT A o. (206 1 -36 0 Project: Ur -Cd GAnet B Type of Inspection: S Pei 4 1 Address: C/;; 3 Sa-2 41- r-„ ,ke 041( Date Called: Special Instructions: Date Wanted: ra.m. - )1 -077. p.m. Requester: Phone No: ivG -78 -) INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -367 0 Corrections required prior to approval. COMMENTS: /yi r/' Ayv5i7/ ,l IJeid e b ettor: $ REINSPECTI /N EE REQUD. or to inspection, fee must be at 6300 Southcenter Blvd., S ite 100. Call to sechedule reinspection. Ins gar Receipt No.: Date:Z 47 !Date: Project: W F'31 ( i i, ; d av � Cyrw(, Type of Inspection: Date Called: C l _, Address rr__ e�/n }} Special Instructions: / � yyy PO Ork-10'0 J �"�r��� yYydr, / J 4 r50 dN T` tY Date Wanted: 03[ L a.m. p.m. Requester: Phone No: �) 24e 4% G (S4- INSPECTION NO. Approved per applicable cdd4s. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING G1VIION 'r 6300 Southcente Blvd., #100, Tukwila WA 4$188 (206)431 -3 COMMENTS: idrr s ek r f— Date:3r f0 —d ( Corrections required prior to approval. ri $58.00 R6tN5PECT1ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: / / Type of Inspection: A Address 5 4�J 3 OF G/ Date Called: Specia l! 1�ruction5: rd � � Date Wante e( r; (77 m. Requester: Phone No: _ , w3/ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431.3670 Corrections required prior to approval. COMMENTS: �5 v #,''1! [Nyeed &isUr A/ � / spec Dat5 27 6 . 7 58,00 REINSPECTION FLEE REQUIRED 'or to inspection, fee must be paid at 6300 Southcentet Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Projga: t' / Fri fit AJtt Type of Inspection: (rf i3 /edT/A /6f, Address: A ?' SeD /hrn -nJ/4- /Mg Date Called: str Special Instructions: Date Wanted: R )r O- a.m m . Requester: Phone N 0266 - 7&A‘. - /S 7 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. C DMMENTS: - end° e S l/ r c" 0 $58.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: £ /{�'e (.6 ) Type of Inspection; 5A (l Address: G 3 3 Sm. /%r 1 Prefit4 Date Called: i/ ,,, Special Instructions: Date Wanted: j - / - p 7 P.m. Requester: Phone No: *6G g — 4/ 5 ) P IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6 431 - 67 INSPECTION NO. El Approved per applicable codes. Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit r If A A 58.00 REINSPECTION FP REQUIRED. Prjor to inspection, fee must be paid at 6300 Southcenter lvd., Suite 1 Receipt No.: Date: DOG Date: 3 —1 -u Call to sechedule reinspection. Project: 4 / <5 In,' 5 Type of Inspection: ,g,-rt., / 76N ,,. `.. Address: 6 3 3 S)/14,i, e r 4 41 /1 Date Called: Special Instructions: Date Wanted: ,2 - /S - U7 m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTII NO. CITY 0 TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: In d /5 r t S1/44 A/ q44.-1 Inspector: 00 REINSPECTION FEE REQUI D. Pf4 to inspection, fee must be paid at 6300 Southcenter Blvd., Suit: 100. Call to sechedule reinspection. Receipt No.: Da(g: 1 Date: Corrections required prior to approval. Project: / J� oth /, e / / Type of Inspection: �Q 4 1 /Ai / N. Address: 6 if Sr72/444-v49 6 Date Cal d: Special Instructions: Date Wanted: - ,2 - 2 07 am Requester: Phone No: o 6- 7 /y -4e ? INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431.36g0 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: / Z, 7 .00 REINSPECTION FE REQUIRED or to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 1 . Call to sechedule reinspection. Receipt No.: Date: Protec : Type of Inspection: k e 1 peel/ A Ad r , ct3 3 S&f14'ty /»? / »A ailed: -- Date /f Special Instructions: Date Wanted: a.m, /-2 5 - 0' P.m. Requester: Phone No: o — 7 /Y —/2?V 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1s j 44-6 �/ s- i'Y � � /- .00 REINSPECTION FFjE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Projeecct: a/f /7 .�( /),t /// /•i/5 Type of In pection: O pen A / U_ -.1 6?? sev /4estt*r /17A// Date Special Instructions: Date Wanted: /— /d Ca p.m. Requester: P h neN : o2` 7 B G - G / y9 . INS RECORD Retain a copy with permit INSPECT CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. (206)431 O Corrections t required prior to approval. /5 COMMENTS: _d i �. Ate 4 ca/vi -s- p55, — I 0 $58.00 REINSPECTION FE4` REQUIRE 6. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. 'Receipt No.: 'Date: ProjeProject // r/I 44 J1l fCli 4 V e1.NJ (4) Type of Inspection: SPe '» / (�� n, en,e/ Address: 63 . ;,,,a, me n // Date Called: Special Instructions: Date Wanted: /— c '- 0 7 Ca.mm p.m. Requester: Phone No: ; d ° - -7 -( /v9 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: (YA 4. PtC NN S s -Le .n.r 'pet -f- --- spec 'Receipt No.: 'Date: c, . )/. 1— f; cry :00 REINSPECTION P'EE REQUIRED /Prior to inspection, fee must be id at 6300 Southcenter lvd., Suite 00. Call to sechedule reinspection. 'Date: 1 (206)431 -3670 Corrections required prior to approval. COMMENTS: 60k Type of Inspection: i Vv A F o k ,tL ► 4y4 Fel 4I(( Dc uA o, Date Wanted: r L G C �V? a.m. P.m. -r , Phon o ld0 : 7 S b 6) c7 n w,J). 6/1. j07 i il ,. , Pr «. to X j 60k Type of Inspection: i Vv A Addies;2 Sc I,A't G n �i A ' ;p[/ Date Called: S J 7 { // Special Instructions: Date Wanted: r L G C �V? a.m. P.m. Reque /s��e�r. �j /� "l�' �(Acot./ Phon o ld0 : 7 S b 6) c7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: Os/ (Date: 64/0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: OFF” sr) Address: 43V * S?u' teYf) h// 6 7CY7 T ii Acr,J) tiff- 1 2 Date Wanted: Gyz,/C.)5 /o7 a.m. P.m. Requester: J 7))/ / o Au(GS : 6 Jay Gill rt Ocb 6 , 0 , r , —(g1 l2) W . )). 649 IN coxictia FA-4,r-leil /f -F-s-e (o ! 72J j1l (.Js s �} - ( 4r; . t J ca 21 Protect: ,J ' ✓It' sRtfi de-/ //�� - &irL( „C 6J Type of Inspection: OFF” sr) Address: 43V * S?u' teYf) h// Date Called: a/o5//0 Special Instructions: Date Wanted: Gyz,/C.)5 /o7 a.m. P.m. Requester: J 7))/ / o Au(GS Phone No: 4: 7(4- 6/$7 Ra INSPECTION RECORD U Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. Dpi -135 PERMIT NO. El Corrections required prior to approval. inspector: 'Date: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. !Receipt No.: (Date: Project: SC Mal/ 6-4,4 3 Type of Inspection: v S // �GILd Address: Suite #: CO3! SC A441I Contact Person: /'1 ; � 2 Ltic us Special Instructions: Phone No.: P-oLL - 5 - 8?- L / °00 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Do - /3 S PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 I7 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: h O!� Inspector: Date: / 0 7 Hrs.: /, n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: 5o 44,3c�.,4z r,,A.,4 Gu 8 Typtbf Inspection: F y 144c Address: 6 3 5 S o 4 / •1. "girl. Suite #: Contact Person: molt. t. L .-r c q S Special Instructions: Phone No.: lac- 78C- c/r7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: / Permits: Occupancy Type: «/ INSPECTION NUMBER 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 DE G- /3.r PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: Inspector: Sw 5) r Date: 6 /c/0 7 Hrs.: /'$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: Vic-51 C. 3 (2nn -45, , e . 13 " Type of Inspection: FA- r,Ns -t— Fire Alarm: / Address: 633 5, 6 . M A ec Suite #: Contact Person: QAI ItE L CAS + Special Instructions: Phone No.: 2o6- ?06 6159- Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: / Hood & Duct: Monitor: , Pre -Fire: Permits: ' Occupancy Type: INSPECTION NUMBER 444 Andover Park East. Tukwila. Wa. 98188 206 - 575 -4407 — Fkbproved per applicable codes. INSPECTION RECORD Retain a copy with permit - Doer,– 135 PERMIT NUMBERS 06— -/66, CITY OF TUKWILA FIRE DEPARTMENT n Corrections required prior to approval. 1 COMMENTS: - R .- Ot)rSY ..S. /<oNR -c-S 5-Ea 54u Fr) To tAnt.A r/nA/ Ranyz1tz iAmt Oie Inspector: A Word /Inspection Record Form.Doc Date: 6/ Glom H rs.. $80 00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 Project: tJEs T to c v�„2 AME " fi " Type of Inspection: f� L Mt LT. / rf a- /`'�W'L Address: ‘,3:', S. C . Suite #: M a Contact Person: M tc L cm s Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 `Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 Do( 13S' PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: 1 rye 6— nIL liar r, HAL - U IL p IC TV oOc a Li PLxi0 BLOC, DEPT, APP /2 Vfl-1 Inspector: r, S I Z. Date: & /iH Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 P.O. Box 731933 Puyallup, WA 98373 CROSS- CONNECTION SPECIALISTS, LLC NAME: [ n/Q I P I G( 7.5 i to ! k 0 (' ! (I li VIAct_Lc , ( ) - I - V C i CA SERVICE ADDRESS: ( $ SG tr- 11 � S:.{/ L' 1COX X, t L � ( •1 7 � � G � LOCATION' PCB YVC I Li 1 Cto VC1 U-�. 7 p y i ✓1 k le I-- Y� 6'ln • �. ( l C> ) 5:4- I [ t. CROSS CONNECTION CONTROL FOR: (SIC L L> r S TYPE ASSEMBLY: 1)(.. C V / MANUFACTURER I ■ I( I 11 S MODEL: XL- SIZE. 1 I SERIAL NO•c (. r V/ (-D' C ir) 7 UNE PRESSURE 1 4s — PS 1. ASSEMBLY IS:,VNEW ❑ EXISTING ❑ REPLACEMENT ❑ OLD SERIAL # TESTAFTER REPAIR OR CLEANING Pressure Drop Accross No. 1 Check Valve psid Relief Valve Opened psid No. 1 Check: Closed tight ❑ Leaked ❑ No. 2 Check: Closed tight ❑ Leaked ❑ Minimum NG present Yes No Passed Test: Yes No Air Inlet: Opened psid Failed to open ❑ Check Valve: psid Leaked ❑ Passed Test: Yes No Pressure Drop Accross No. 1 Check Valve psid Relief Valve Opened psid No. 1 Check: Closed tight ❑ Leaked ❑ No. 2 Check: Closed tight ❑ Leaked ❑ Minimum NG present Passed Test: Yes No Yes No No. 1 Check: Closed tight ❑ Leaked ❑ No. 2 Check: Closed tight ❑ Leaked ❑ Passed Test: Yes No psid psid Air Inlet: Opened psid Failed to open ❑ Check Valve. psid Leaked ❑ Passed Test: Yes No No. 1 Check: Closed tight Leaked No. 2 Check: Closed tight Leaked ❑ Passed Test: Yes bc Is this a proper installation? YES X. NO Water Service found ON Y OFF_ Water Service left ON Remarks Air Gap Inspection: Supply Pipe Diameter: Separation Pass ❑ Fail ❑ Midwest Test Equipment: Make Used ❑ Watts ❑ Midwest I CERTIFY THE ABOVE REPORT TO BFTRUE: 1 i BACKFLOW PREVENTION ASSEMBLY TEST REPORT Signature VA 1 No Model 845 TK99E 844P Nancy Perry Initial Test By: Repaired By: Repair Test By. Signature psid psid Approved Assembly? YES x NO d� OFF_ Cert. No Cert. No Cart No Serial# 11040153 243078 05021825 Confined Space ❑ B 2463 PERRYNJ94909 B2463 (253) 840 - 2501' Fax: (253) 840 -0886 CeII: (253) 318 -3156 Calibration Date 01/29/07 01/09/07 01/25/07 Da te// s/ 7 Date Date Water Purveyor, New 0 Etdatlng ❑ Replacement O NAME SERVICE ADDRESS LOCATION: + ' 3 .. = a 5[ ^- . -. + v , r ev l ' - c r jy;a ii Street r K% r !A r. AS' ATRIOT RRE PROTECTION, INC. 24 HOUR SERVICE • YMNTENMICE • INSPECTION Test Equipment Make ("ilk k ; n). Model _ r I'(' Serials SS (`l-1 'rf Assembly Tested: Satlafactortly 7 Failed I CERTIFY THE ABOVE REPORT TO BE TRUE: 1 certify this report is accurate, and that I have us AC 246290-490 approved Test Methods Cyttijed Tester's �rPrk ted Name , Signature Initial Test By: Repaired By: Repair Test By Cart No. SEATTLE PORTL41D TACOMA SPOKANE VANCOUVER (253) 926.2790 (509)926-3428 (360) 09&4403 i i • . r � , r : , '�'r 'a.ti& rt_ 2; JOB# \ t' (c+ ab zw CROSS CONNECTION CONTROL FOR: r; 4 4 ‘ c k. TYPE ASSEMBLY `) c'E" MANUFACTURER: kr.); t , ^4 MODEL `7S 1T>(' SIZE: ( 1 r SERIAL NO: ? IS THIS A PROPER INSTALLATION: Yes No Water Service Found: On V Off WA STATE APPROVED ASSEMBLY: Yes X No REMARKS * / TeS' t' " �ov�.* ,/, ... a i N 2 54,..A ore a., Nett) S 4c, (JC t 'YCr� Water Service Lek On: Off Accuracy Verification Data 1 1Z lit ' 1 Date Date Date INITIAL TEST RESULTS TEST AFTER REPAIR OR CLEANING RPBA Line Pressure Pressure Drop Allow No.1 Check Vette (A) reed Pressure Drop Across No.1 Check Valve (A) pad Reset Valve Opened (B) meld Mel Valve Opened (B) odd Buller (C)a(MB ) paid Beet a Pad No. 1 Check Closed tight ❑ Leaked ❑ No. 2 Chedc Closed tight ❑ Leaked ❑ MinimumAOS'eparalon: Yes No.1 Chedc Closed tight ❑ Leaked ❑ No. 2 Check Closed light ❑ Leaked ❑ MNknum AG Separation: Yes Pawed Test: Yes No_ Passed Ted: Yee No DCVA line Pressure y, Line Pressure / 3 Ch No. 1 Cheek Valve: Differential Paid No 1 Cheek Valve: Dmerengal gsid odd No. 2 Check Valve: Differential cad No. 2 Check Valve: Differential — 3 • Passed Test Yes Y No Passed Test Yes No PVB LM Pressure Line Pressure Ak inlet: Opaned geld Air Nit: Opened_ Paid Paled to open ❑ Crew (vain pad Paled to open ❑ Check Vita Pend Lwow ❑ Pawed Test: Yes No Leaked ❑ Pawed Ted: Yes No PLEASE RECORD REPAIR OR CLEANING INFORMATION IN SECTION BELOW AG Minimum Separation: Yes No Water Purveyor, New 0 Etdatlng ❑ Replacement O NAME SERVICE ADDRESS LOCATION: + ' 3 .. = a 5[ ^- . -. + v , r ev l ' - c r jy;a ii Street r K% r !A r. AS' ATRIOT RRE PROTECTION, INC. 24 HOUR SERVICE • YMNTENMICE • INSPECTION Test Equipment Make ("ilk k ; n). Model _ r I'(' Serials SS (`l-1 'rf Assembly Tested: Satlafactortly 7 Failed I CERTIFY THE ABOVE REPORT TO BE TRUE: 1 certify this report is accurate, and that I have us AC 246290-490 approved Test Methods Cyttijed Tester's �rPrk ted Name , Signature Initial Test By: Repaired By: Repair Test By Cart No. SEATTLE PORTL41D TACOMA SPOKANE VANCOUVER (253) 926.2790 (509)926-3428 (360) 09&4403 i i • . r � , r : , '�'r 'a.ti& rt_ 2; JOB# \ t' (c+ ab zw CROSS CONNECTION CONTROL FOR: r; 4 4 ‘ c k. TYPE ASSEMBLY `) c'E" MANUFACTURER: kr.); t , ^4 MODEL `7S 1T>(' SIZE: ( 1 r SERIAL NO: ? IS THIS A PROPER INSTALLATION: Yes No Water Service Found: On V Off WA STATE APPROVED ASSEMBLY: Yes X No REMARKS * / TeS' t' " �ov�.* ,/, ... a i N 2 54,..A ore a., Nett) S 4c, (JC t 'YCr� Water Service Lek On: Off Accuracy Verification Data 1 1Z lit ' 1 Date Date Date - `Water Purveyor: New ❑ Etdsting ❑ Replacement ❑ NAME: a. JOB# SERVICE ADDRESS .- 21p LOCATION CROSS CONNECTION CONTROL FOR: r �'::.. .1 - ' r -. c TYPE ASSEMBLY 1. .NC ( 1 MANUFACTURER: I -t ) C. "A S MODEL: `t ' X' > L- SIZE: <<i SERIAL NO: 267-11 `1 ? IS THIS A PROPER INSTALLATION: Yes •T No Water Service Found: On Off WA STATE APPROVED ASSEMBLY: Yes .X No REMARKS: I CERTIFY THE ABOVE REPORT TO BE TRUE: Street Certified TesteYs Typadc r Printed Name ATRIOT FIRE PROTECTION, INC. 24 HOUR SERVICE • MAINTENANCE • INSPECTION Water Service Left SEATTLE PORTLAND TACOMA SPOKANE VANCOUVP (253) 926-2290 (509) 925 -3425 (360) 699-4403 I I certify this report Is accurate, and that I have used WAC 246-290-490 approved Test Methods I Oty Test Equipment: Make ✓ ) r Model c 2441 P serial* f.. :, %' •+ Accuracy Verification Date Assembly Tested: Satisfactorily Failed Off Cart No. - ,.. Date Date Cart No. Date INITIAL TEST RESULTS TEST AFTER REPAIR OR CLEANING RPBA Line Pressure Retain Drop Axon No.1 CMOk Valve (A) pdd Pressure Drop Moss No.1 Check VSve (A) pelf Reed Valve Opened (9) .. Reid Valve Opened (B) pelt Butter (C) a (-B) Pdd Safer (C) - (A4) No. 1 Check Closed light Leaked No. 2 Checc Closed tight Leaked Minimum AG Separation: Passed Test: ❑ ❑ D D Yee No No. 1 Chedc: Closed tight ❑ Leaked ❑ No. 2 Check Closed tight ❑ Leaked O Minimum AG Sepanilon: Ya Passed Ted: Ye No _ _ Yee No DCVA Une Pressure `‘ `1 5 Line Pressure No. 1 Cheek Valve: Differential No. 2 Check Valve: Differential Passed Tat: /� / • pdd oeid No. 1 Check Valve: Differential P140 ..4 a LI No. 2 Check Valve: Differential yes - >l No Passed Test Yes No _Pell PVB Uns Museum Line Pressure Ak Inlet: Opened paid Ai Inlet Opened_ odd Failed to Wen Check Valve: ❑ geld Failed to open ❑ Chedc Valve: p+al Leaked Passed Tat: ❑ Yee No Leaked ❑ Passed Tat: Yes No PLEASE RECORD REPAIR OR CLEANING INFORMATION IN SECTION BELOW AG Minimum Separation: Yes No - `Water Purveyor: New ❑ Etdsting ❑ Replacement ❑ NAME: a. JOB# SERVICE ADDRESS .- 21p LOCATION CROSS CONNECTION CONTROL FOR: r �'::.. .1 - ' r -. c TYPE ASSEMBLY 1. .NC ( 1 MANUFACTURER: I -t ) C. "A S MODEL: `t ' X' > L- SIZE: <<i SERIAL NO: 267-11 `1 ? IS THIS A PROPER INSTALLATION: Yes •T No Water Service Found: On Off WA STATE APPROVED ASSEMBLY: Yes .X No REMARKS: I CERTIFY THE ABOVE REPORT TO BE TRUE: Street Certified TesteYs Typadc r Printed Name ATRIOT FIRE PROTECTION, INC. 24 HOUR SERVICE • MAINTENANCE • INSPECTION Water Service Left SEATTLE PORTLAND TACOMA SPOKANE VANCOUVP (253) 926-2290 (509) 925 -3425 (360) 699-4403 I I certify this report Is accurate, and that I have used WAC 246-290-490 approved Test Methods I Oty Test Equipment: Make ✓ ) r Model c 2441 P serial* f.. :, %' •+ Accuracy Verification Date Assembly Tested: Satisfactorily Failed Off Cart No. - ,.. Date Date Cart No. Date MAYES TESTING ENGINEERS, INC. June 8, 2007 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Gentlemen: Special inspection was provided for: Sincerely, Re: Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd. Tukwila, WA MTE Project No. T6109 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. 1. Reinforced Concrete 2. Post Tension Concrete 3. Structural Masonry 4. Epoxy Dowels/Anchors 5. Structural Steel a. Bolting b. Visual Welding c. NDE — Ultrasonic Testing To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. MAYES TESTING ENGINEERS, INC. Timothy oh G. Edickerle, P.E. Principal Engineer FINAL LETTER Permit No. D06 -135 Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Cc: James E. Coughlin, PE, Coughlin Porter Lundeen — Troy McOmber, FSI Architects — Patrick Bums — Westfield America, WA — Mike Napolitano, JTM Construction — Martin O'Leary, JTM Construction — Martin Page, Shannon and Wilson, Inc. — Building Official, City of Tukwila MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 200 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy INcOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila RECEIVE 'JUN 26 20071 T6109 DEv . SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 6 -14 -07 Overcast Structural Masonry N/A Grout was placed into hollow baked clay units by pump/hose to top of wall on (3) northwest diagonal pilasters and west/NW comer wall of parking garage. At 6 AM, (3),cubicyards of Stoneway (ticket #819966, 7.0 sack, sand and pea gravel. 3000 PSI.70 /30. mix #7034 was placed and mechanically vibrated. Grout was flowable with 10 gallons of water added on site. Work quality and practices conform to ICC requirements and approved plan. Masonry reinforcing steel was inspected prior to grout placement with no deficiencies noted. INSPECTOR: Jaimie Gordon Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E - Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site as requested this day for special inspection of structural masonry. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: Dennis Sanborn, Branch Manager RECEIVED MAYES TESTING ENGINEERS, INC. UN :�.:_ . J 26 1001! MTE NO: T6109 'OP c M� PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 199 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 6 -13 -07 Weather: Cloudy Inspection: Structural Masonry Samples: N/A Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to perform final inspection of resteel, observed placement of 5 cubic yards of Stoneway Grout Mix # 7034 (2,000 psi) for top lift CMU Column Covers (Level 3) at lines SN, X, Y; Level 2.5 -3 CMU Shearwall cover at lines H -J.8/1 and S /J.8 -U. Resteel is per plan. Grout was properly mechanically consolidated. No sample taken. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Tom Robinson Reviewed by: Dennis Sanborn, Branch Manager R ECEWED MAYES TESTING ENGINEERS, INC. r1UN 26 20011 COMMUNITY I INT MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 198 Owner: Westfield America Architect: FSI Architects Engineer. Coughlin Porter Lundeen Contractor: JTM Construction Date: 6 -12 -07 Weather: Sun Inspection: Structural Masonry Samples: N/A MTE inspector arrived on site as requested this day for special inspection of structural masonry. Grout was placed into hollow baked clay units by pump /hose to 3 7' -8' lift to approximately 24', on (3) northwest diagonal pilasters and west/NW corner wall of parking garage. At 6 AM (4) cubic yards of Stoneway (ticket #818777, 7.0 sack, sand and pea gravel, 3000 PSI 70/30 mix #7034 was placed and mechanically vibrated. Grout was flowable with 19 gallons of water added on site. Work quality and practices conform to ICC requirements and approved plan. Masonry reinforcing steel was inspected prior to grout placement with no deficiencies noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jaimie Gordon Dennis Sanborn, Branch Manager Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. RECeive MTE NO: PROJECT: Address: PERMIT NO: Page 197 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 6 -11-07 Sun Structural Masonry N/A MTE inspector arrived on site as requested this day for special inspection of structural masonry. Upon arrival MTE was informed that grout was cancelled due to rain on Saturday The contractor stated that he informed MTE inspector Graham of the .cancellation but was not contact MTE Tacoma office. INSPECTOR: Jaimie Gordon cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila T6109 SOUTHCENTER MALL PARKING GA 633 Southcenter Mali Blvd Tukwila, WA D06 -135 J oM 22 ? 91 Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Reviewed by: a Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RE CEIVED mow_...... 1JUN MTE NO: T6109 COMMUMTy nem PROJECT: SOUTHCENTER MALL PARKING GARANT Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 196 Owner Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 6 -9 -07 Weather. Rain Inspection: Structural Masonry Samples: N/A Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite and inspected placement of approximately 7 cubic yards of Stoneway Grout Mix #7034 for CMU walls as follows: Level 3 parapet walls at 1 /K -H and F -D. Also, BMU walls; S /U -T and 1 /N -M (crossover, above doorways); piers at S/Y, S /X, and S/Y (2nd lift). All resteel as properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager 'MAYES Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather. Product Supplier. Ticket Number: MixDesign ID : I Sample Temp. (ASTM C1064) 65 °F [Water /Cement Ratio: 0.533 Date Made 05/17/07 05/17/07 05/17/07 05/17/07 Remarks: Sample if 0187 0187 1 0187 1 0187 1 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 57 °F Sunny Concrete Cadman 729547 551081R Initial Storage Temp. (ASTM C31) Slump (ASTM C143) [Placement Location and Notes:' 3372 3373 1 1 3374 1 1 3375 REC E►�ED TESTING ENGINEERS, INC , ��N 22 20071 C CONCRETE LABORATORY TEST R,tlr NR 5.25" 05/24/07 06/14/07 1 06/14/07 06/14/07 Inspector(s): Graham, J. Tested by: Quiring, A. 7 1281 L28J 28 J FIELD DATA ASTM C31 and C172 05/18/07 1 4x8 1 4x8 4x8 1 Actual 1 Entrained Air (ASTM C231) NR Sample(s) Rec'd: 1 Topping slabs level 2, M- N/2.9 -5 and Ieve 3, M- N/24.5 (including top stair landing). 42 total cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab If Date Tested Age Size (in) Load (Ibs) Dia (In) 4 x 8 1161910 1 81075 1 75950 1 80790 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type( & II WRA Glen 3030 Required Strength: (fc) 3000 psi @ 28 days 1 4.00 4.00 1 1 4.00 1 1 4.00 1 Project No: T6109 Issued on: 06/15/07 Sample Set ID: 13626 Permit # (s): D06 -073 Original: ® 006 -135 Revised: El Surface Strength (psi) 12.57 1 12.57 1 l 12.57 1 12.57 1 L 4930 6450 1 6040 6430 Reviewed by: b t •i D• nis Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording geld temperature' Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 1,525.0 Ibs 395.0 Ibs 1,388.0 Ibs 276.0 Ibs 79.0 Ibs 439.0 Ibs 20.8 oz 13.0 oz Failure Code NA NA NA 1 NA j • • • MTE 10. -1C, Rev 2, 10118/ MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor. SC5 Building 17275 Southcenter Pkwy Tukwila, WA Decker Development Engineers Northwest Decker Development 63 °F Cloudy Shotcrete Glacier Northwest Air Temperature: Weather. Product Supplier: Ticket Number: 90121 MixDesign ID : 0877 Sample Temp. Initial Storage Temp. (ASTM C1064) (ASTM C31) 71 °F NR Water /Cement Ratio: I Slump (ASTM C143) 0.356 2.75" 05/22/07 I Placement Location and Notes: West side retaining wall, bottom lift 6 yards total placed. 5 Gallons of water added on site. Inspector(s): Graham, J. Reviewed by: Tested by: Taylor, M. Tacoma 10029 S. Tacoma Way C(, Suite E -2 Tacoma WA 96499 P4Q��, ph 253.594.3720 "•� fax 253.584.3707 CONCRETE LABORATORY TEST REPORT FIELD DATA ASTM C42 and C39 Design Entrained Air (ASTM C231) NR Sample(s) Redd: . r:(VED JON 2 2 Mix Proportions: Ingredient Coarse Aggregate 3/8" Fine Aggregate Cement —Type I NE Admix Fly Ash Water Required Strength: (f c) 4000 psi 28 days 1007 Project No: Issued on: Sample Set ID: Permit # (s): D07 -012 Original: VI Revised: i nnis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 17056 06/19/07 13642 Weight (per cu.yd) 800.0 lbs 2,125.0 Ibs 705.0 lbs 4.0 oz 40.0 oz 265.0 Ibs COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample • Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Failure Code 1 05/21 /07 11 0019 11 3432 11 05/29/07 11.8 3x6 11 33930 11 2.94 11 6.79 11 5000 1 05/21/07 11 0019 11 3433 11 06/18/07 11 28_11 3 x 6 11 52370.11. 2.84 11 6.79 11 7710 1 05/21/0711 0019 II _ 3434 .11 p6/18/07.11. 2813x8 11 I[ /94 11 _6.79 11 7950 1 05/21/07 11 0019 1 1 3435 11 06/18/07 - 1 1 2 5 _ 1 1 . . . 3 x . 6 1 1 5 4 1 4 0 1 1 - 11 2.94 _ 6.79 11 7980 Remarks: 1 Type 2 11 Type 4 11 Type 4 11 Type 4 I. MTE 1050 -IC, Rev 2, 10/181 'MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor. Air Temperature: Weather. Product Supplier. Ticket Number : MixDesign ID: Sample Temp. I (ASTM C1064) 74 °F Water/Cement Ratio: 0.547 1 SC5 Building 17275 Southcenter Pkwy Tukwila, WA Decker Development Engineers Northwest Decker Development 67 °F Clear Concrete Miles 165690 01500 Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 1 1 Placement Location and Notes: Stem wall and plinth C -E/6. Sampled at 7 of 7 total cubic yards at 12:20pm. Date Made Sample a Lab* 05/18/07 105/18/07 1 1 05/18/07 1 1 05/18/07 1 Remarks: 1 0018 1 1 0018 1 1 0018 1 0018 1 3417 3418 1 3419 1 3420 4.5" r ^ 11 /E0 Tacoma 10029 S. Tacoma Way Suite E-2 tiN 2 2 1007 Tacoma WA 98499 n p i� y s � k � j A � , L 1 oh 253.584.3720 CONCRETE LABORATORY TEST REP- fax 253 .584.72 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface (1281)11 06/15/07 1 06/15/07 1 06/15/07 Inspector(s): Edmonds, B. Tested by: Bush, M. L ( 7 1 28 1 28 1 1281 FIELD DATA ASTM C31 and C172 1 Entrained Air (ASTM C231) NR Sample(s) Rec'd: 05/19/07 1 6x12 1 6x12 1 1 6x12 1 1 6x12 1 Actual 1 89375 1 1 132775 1 1 133060 1 1308301 Project No: 17056 Issued on: 06/18/07 Sample Set ID: 13638 Permit # (s): 007 -012 Original: SZ Revised: D Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Cement Required Strength: (fc) 3000 psi @ 28 days 1 6.00 1 1 6.02 1 1 6.02 1128.46 I 1 6.0 1 1 28.27 I 1 28.46 1 1 28.46 1 Strength (psi) Failure Code 1 3160 1 4660 1 4670 I 1 4600 Reviewed e5: Dennis Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Weight (per cu.yd) 1,850.0 Ibs 1,527.0 Ibs 256.0 Ibs 468.0 Ibs 1 NA NA I I NA I 1 NA 1 • • MW 1050-IC, Rev 2, 10n81 MAYES ' TESTING ENGINEERS, INC C MI A all, ��EWa Project Name: Site Address: Client Engineer. Contractor. Air Temperature: Weather. Product Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) ° Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 56 °F Cloudy Grout Stoneway 808143 7034 0.511 fluid CONCRETE LABORATORY TEST REPORT FIELD DATA ASTM C39 and C109 Initial Storage Temp. Entrained Air (ASTM C31) (ASTM C231) I Water/Cement Ratio: ` [Slump (ASTM C143) ( Sample(s) Redd: PIEC /VED Project No: Issued on: Sample Set ID: Mix Proportions: Ingredient Pea Gravel Fine Aggregate Water Cement —Type 18 II Permit # (s): D06 -073 Original: V1 D06 -135 Revised: I 05/17/07 Required Strength: (fc) 1P lacement Location and Notes: r 2000 psi a 28 days Center brick veneer on south side. Sampled at 4 cubic yards of 4 total cubic yards placed. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 Ph 253.5843720 fax 253.584.3707 T6109 06/14/07 13595 Weight (per cu.yd) 903.0 Ibs 1,977.0 Ibs 334.0 Ibs 653.0 lbs COMPRESSION TEST RESULTS (ASTM C39, C1231, and 0617 when applicable) Date Made Sample 1 Lab a Date Tested Age Size On) Load (Ibs) Dia (En) Surface Strength (psi) Failure Code X 05/16/07) 1 0186 1 1 3255 1 1 05/23/07 1 7_ x 4 x 8 1 1 32060 J [ 0 j 1 19.85 11 1620 11 Type 4 1 05/16/07 11 0186 II 3256 11 06/13/07 11. 28_]14x4x8 . 11 37210 11 0.0011 _17.02][ 2190 II Type 05/16/07 If 0186 If 3257 JI.06/13/07 ]( 28 ][4x4x8_I(34595f 1.0.00 II , 18.62 11 1860 11 Type 4 Remarks: The Average Strength of the 28 day Test Results are 2020 psi. Inspector(s): Le, Q. Reviewed by Tested by Quiring, A. 4- Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Informatlon In this report applies only to the actual samples fasted and shall not be reproduced *Mold ere approval d Mayes Testing Engineers, Inc, MTE 1050 -1C. Rev 2, 10/18/ MAYES TESTING ENGINEERS, INC ReCEIva) rJlJ 007 CONCRETE LABORATORY TEST RE ; �, rw /Ty Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather. Product Supplier. Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) 60 °F Water /Cement Ratio: `Placement Location and Notes: Curb on west and north side of 3rd floor. Sample taken at 4 cubic yards of 4 total cubic yards placed. 5 gallons of water added on site. Date Made Sample # Lab # 05/16/07 ( 05/16/07 ( ( 05/16/07 1 05/16/07 Remarks: 0.537 1 0185 1 1 0185 1 ( 0185 1 0185 1 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 55 °F Cloudy Concrete Cadman 7729074 551081R Initial Storage Temp. (ASTM C31) l 1 Slump (ASTM C143) I ( 3251 ( ( 3252 ( 3253 ( ( 3254 NR 7" 05/23/07 1 06/13/07 1 06/13/07 06/13/07 Inspector(s): Graham, J. Tested by: Quiring, A FIELD DATA ASTM C31 and C172 Entrained Air I (ASTM C231) Sample(s) Recd: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Failure Code ( 7 1 28 1 ( 28 1 1 28 1 NR 05/17/07 1 4x8 1 1 4x8 1 1 4x8 1 4x8 ( Actual 1 50500 ( 1 69650 ( 1 65080 ( 1 64345 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement —Type I & II MRWRA HRWRA Required Strength: (fc) 4000 psi @ 28 days ( 4.00 1 ( 4.00 1 (4.001 ( 4.00 EYElo, Project Issued on: Sample Set ID: Permit # (s): D06 -073 p D06 -135 Original: Revised: 1 12.57 1 ( 12.57 1 12.57 1 12.57 1 4020 5540 ( 5180 1 5120 Reviewed by: '0 he Dennis Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this report apples on 'to the actual samples tested and Mall not be reproduced wWout the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Pb 253.584.3720 fax 253.584.3707 T6109 06/14/07 13594 Weight (per cu.yd) 1,504.0 393.0 1,391.0 282.0 85.0 440.0 21.0 14.0 Ibs Ibs Ibs Ibs Ibs Ibs oz oz ( NA ( NA I NA 1 NA PATE 1050 -1C, Rev.?, 10/18r cc: MAYS 1111611111011irr; 7=727' s TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 195 Owner. Architect: Engineer. Contractor: Date: Weather. Inspection: Samples: RECE IVE,, T6109 D SOUTHCENTER MALI. PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 - 135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 6 - 07 Cloudy Structural Masonry N/A Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Tom Robinson Dennis Sanborn, Branch Manager Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9350 lax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to perform final inspection of resteel, observed placement of 3 cubic yards of Stoneway Grout Mix # 7034 (2,000 psi) for top lift CMU wall (Level 3) at lines L- 4/6; BMU wall (Level 3) at lines N- M.5 /6, N/5,7 -6; and Level 1 CMU column cover of lines G/1, cover) H-J /1. Resteel is per plan. Grout was properly mechanically consolidated. No sample taken. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 194 Owner. Architect: Engineer. Contractor: Date: Weather. Inspection: Samples: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 6-5 -07 Sun Structural Masonry and Structural Steel Bolting N/A ft.-Everett Office '917 -134th Street SW Suite A -1 1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site as requested this day for special inspection of structural masonry. Grout was placed into hollow baked clay units by pump/hose to 4 7' -8' lift to approximately 30 ", to top of wall on north side and approximately 5' from top on east side, (3) piers at northeast comer of parking garage. At 6 AM (3) cubic yards of Stoneway (ticket #815846, 7.0 sack, sand and pea gravel, 3000 PSI 70/30 mix #7034 was placed and mechanically vibrated. Grout was flowable with 11 gallons of water added on site. Work quality and practices conform to ICC requirements and approved plan. Masonry reinforcing steel was inspected prior to grout placement with no deficiencies noted. Mike, from JTM, requested a visual inspection of high strength DTI, twist off, bolting at southwest and north stair towers from first floor to canopy roof. MTE verified that bolts are in place and all tips are twisted off with faying surfaces firmly drawn together. No deficiencies were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jaimie Gordon Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. Air Temperature: Weather. Product Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 67 °F Water/Cement Ratio: 1 05/10/07 1 1 05/10/07 1 05/10/07 1 105/10/071 Remarks: 0.567 Date Made Sample 1' Lab a 0184 0184 1 0184 1 0184 1 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 63 °F Sunny Concrete Cadman 727584 551081R Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 3099 3100 1 3101 1 3102 5.5" {Placement Location and Notes: r, f' t -j w 7 ED T acoma .1 10029 S. Tacoma Way 1 Suite E -2 4 ; L / Tacoma WA 98499 q CO Ph 253.584.3720 CONCRETE LABORATORY TEST REP 'Miry fax 253.584 Level 2 curbs for precast panels on line A, line 6 and line S. Placed a total of 12 cubic yards. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (IDs) Dia (in) Surface Strength (psi) 05/17/07 06/07/07 1 06/07/07 1 06/07/07 1 Inspector(s): Graham, J. Tested by Bush, M. Entrained Air I (ASTM C231) 17 1 281 1 28 1 28 FIELD DATA ASTM C31 and C172 NR Sample(s) Rec'd: 05/11/07 4x8 1 4x8 1 1 4x8 1 1 4x8 Actual 57335 1 1 71400 j 1 75330 1 1 77400 Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement —Type I & II WRA Glen 3030 Required Strength: (fc) 3000 psi (a 28 days 4.00 1 4.02 1 4.02 1 1 4.02 1 Project No: T6109 Issued on: 06/11/07 Sample Set ID: 13552 Permit # (s): D06 -073 Original: 1/ D06 -135 Revised: 0 12.57 1 1 12.69 1 1 12.69 1 1 12.69 j 4560 1 5630 1 5940 1 1 6100 1 Weight (per cu.yd) 1,520.0 Ibs 398.0 Ibs 1,384.0 Ibs 292.0 Ibs 77.0 Ibs 438.0 Ibs 21.2 oz 13.0 oz Failure Code NA 1 NA 1 NA 1 NA Reviewed b : Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this repot applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE 1050 -IC, Rev 2,10/18/ MAYES TESTING ENGINEERS, INC. MTE NO: T6109 R ECEIVED PROJECT: SOUTHCENTER MALL PARKING GARAGE Address: 633 Southcenter Mall Blvd JU 0 4 2UJ/ PERMIT NO: D06 -1 WA D EEwp Me' . Page 189 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Inspected installation of cable guard rails at line 3 ramp, level 1 to level 2. All cables at this location were properly installed as per approved plans. Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 lax 503.281.7579 Date: 5 -25 -07 Weather. Sunny Inspection: Structural Masonry and Cables Samples: N /A MTE inspector arrived on site and inspected placement of approximately 7 cubic yards of Stoneway Grout Mix #7034 for level 3 CMU walls as follows: A/1.6-22 and A/4.8 -5.2. All resteel was properly installed in accordance with`approved plans. Grout was properly placed and mechanically consolidated. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson. City of Tukwila INSPECTOR: Jerry Graham Dennis Sanborn, Branch' Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 188 Owner. Architect: Engineer. Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -29 -07 Clear Structural Masonry N/A RECEIVED Jill 04 "a �ye_OPa GARAGE El Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Mee 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to inspect reinforcing of hollow masonry wall up to elevation 6 ft. at grids N to L/6 and two piers up to elevation 10 ft. at grids N/5 to 6. Inspected for size, grade, spacing, clearances, and cleanliness. Monitored and tested 3 cubic yards of Stoneway Mix # 7034 placed in above mentioned walls and piers. All grout placed by pump and mechanically consolidated. Two electrical conduit in vertical rebar in pier. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. ca Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Beom Edmonds Aadg Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO:.. T6109 1 ; PROJECT: . §s: PERMIT NO: Page 187 Owner. Architect: Engineer. Contractor: Date: Weather. Inspection: Samples: SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06- 135 Westfield America FS1 Architects Coughlin Porter Lundeen JTM Construction 5-25 -07 Partly Sunny Structural Steel N/A MTE inspector arrived on site and performed visual inspection of roof deck attachment (puddle and button punch, screws) on upper end roofs of Chevron roof at southwest stairs, grids A by 1. Also welding of framework of northeast tower, grids N by 6. Work inspected appears to be in accordance with plans, RFI :150 and AWS /D1.1 -2004. To t1ie`best of our knowledge,. items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Mat Taylor Reviewed by: /Lae Everett Office 917 -134th Street SW Recen.E Suite A -1 Everett, WA 99204 ph 425.742.9350 _ �� O - fax 425.745.1737 JUN Tacoma Office COMMUNITY 10029 S. Tacoma Way DEVELOPMENT" ' Tacoma, WA 98499 ph 253.584.3720 Eult fax 253584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED Everett Office 917 -134th Street SW Suite A-1 Jo 2 [ UJl Everett, WA 98204 ph 425.742.9380 MTE NO: T6109 co P i T fax 425.745.1737 PROJECT: SOUTHCENTER MALL PARKING GARAG Tacoma office 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E•2 Tukwila, WA Tacoma, WA 98499 ph 253.584.3720 PERMIT NO: D06 -135 fax 253.584.3707 Page 186 Owner. Westfield America Architect: FSI Architects Engineer. Coughlin Porter Lundeen Contractor: JTM Construction Date: 5 -24-07 Weather. Sunny Inspection: Structural Masonry Samples: N/A Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector inspected placement of approximately 3rards of Stoneway grout # 7034 for CMU walls as follows: Level 1: 1/A.5 — A & A/1 —1.5 (2 lift). Also, N/4 — 4.5 All resteel and embeds were properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Discussed with Alliance about cable guardrail installation. This will be started tomorrow. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construcion Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham 13 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 185 Owner. Architect: Engineer. Contractor: Date: Weather. Inspection: Samples: T6109 SOUTHCENTER MALL PARKING GARAGE 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -23 -07 Sunny Structural Masonry and Epoxy N/A cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: RECEIVE B `JUN 01 1001 MTE inspector arrived on site and inspected placement of approximately 4 cubic yards of Stoneway Grout Mix #7034 for CMU walls as follows: Level 1 N/5.5; N/5.8 -6; 6 /N -M.5; 6 /M -L.5; 6 /L -J and 1 /D -F (1 lift). All resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Inspected installation of CMU vertical dowels at level 1 at T/1 and K/U. Also all thread bolts for precast caps at level 3 at N/4.5. All resteel and all thread bolts were properly installed in clean, dry holes and secured with Simpson Set 22 epoxy. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jerry Graham Everett Office 917434th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED MTE NO: T6109 I J(IN 01 2001 PROJECT: SOUTHCENTER MALL PARKING GARAGE B DEVELOPMENT Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 184 Owner. Westfield America Architect: FSI Architects Engineer. Coughlin Porter Lundeen Contractor: JTM Construction Date: 5 -23-07 Weather. Partly Sunny Inspection: Structural Steel Samples: N/A Everett Office 917 -134th Street SW Suite 41 Everett, WA 90204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed visual inspection of roof deck attachment (puddle weld and button punching). Inline tower 3 floor, grids N to M by 3.8 to 4.9. Work performed appears to be in accordance with plans and AWS /D1.3 -98. Note: Little roof at each end of Chevron. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Mat Taylor Reviewed by: A Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED JUN 01 2001 76109 D L OLO P hAENT SOUTHCENTER MALL PARKING GARAGE B MTE NO: PROJECT: Address: PERMIT NO: Page 183 Owner: Architect: Engineer. Contractor: Date: Weather. Inspection: Samples: 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -19 -07 Overcast Structural Masonry N/A MTE inspector arrived on site as requested this day for special inspection of structural masonry. Grout was placed by pump /hose to last 5'4" lift at top of wall at south wall, middle section. At 8:00 AM (5) cubic yards of Stoneway (ticket #224994, 7.0 sack, sand and pea gravel, 3000 PSI 70/3 mix #7034 was placed and mechanically vibrated. Work quality and practices conform to ICC requirements and approved plan. Masonry reinforcing steel was inspected prior to grout placement with no deficiencies noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JIM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jaimie Gordon Portland Office 7911 NE 33rd Dr Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 182 Owner. Architect: Engineer. Contractor. Date: Weather. Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -18 -07 Sunny Grout N/A MTE inspector arrived on site to monitor the placement of 6 cubic yards of Stoneway Grout Mix #7034 into brick veneer at southwest stairwell on level 3 of parking garage B. Grout was placed by pump hose and mechanically consolidated. No sample was cast, and no tests performed. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napotitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mali Blvd Tukwila, WA D06 -135 Reviewed by: RECEIVED 'JUN 01 2001 COMMUNITY DEVELOPMENT INSPECTOR: Quang Le Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager Everett Office 917 -134th Street SW Suite A - Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 MAYES TESTING ENGINEERS, INC Protect Name: Site Address: Client Engineer. Contractor. Air Temperature: Weather. Product Supplier. Ticket Number : MixDesign ID: Sample Temp. (ASTM C1064) 65 °F Water /Cement Ratio: M [Placement Location and Notes: Date Made Sample 0 Lab A 1 05/17/07 1 1 05/17/07 1 05/17/07 1 1 05/17/07 Remarks: 0.533 0187 1 0187 1 0187 1 0187 1 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 57 °F Sunny Concrete Cadman 729547 551081R I Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 5.25" 3372 1 1 3373 1 3374 1 3375 05/24/07 1 06/14/07 06/14/07 06/14/07 1 Inspector(s): Graham, J. Tested by Taylor, M. CONCRETE LABORATORY TEST Entrained Air (ASTM C231) Sample(s) Read: 17 j I 28 1 1281 28 1 • FIELD DATA ASTM C31 and C172 NR 05/18/07 Topping slabs level 2, M- N/2.9 -5 and leve 3, M- N/24.5 (including top stair landing). 42 total cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 4 x8 1 1 4x8 1 4x8 1 1 4x8 Actual 61910 Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA Required Strength: (fa) 3000 psi @ 28 days 1 4.00 IO.00I 0.00 1 0.00 1 RECEIVED Tacoma 'JUN 01 2001 R igtnitTM ENT Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: D06 -135 Revised: n Surface Strength (psi) Break Type 12.57 1 1 0.00 0.0 1 0.00 1 4930 1 Reviewed by 0 Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - 'recording field temperature" Information In this report applies only to ale actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 Ph 253 584.3720 fax 253.584.3707 T6109 05/25/07 13626 Weight (per cu.yd) 439.0 1,525.0 395.0 1,388.0 79.0 13.0 276.0 20.8 Ibs Ibs Ibs Ibs Ibs oz Ibs oz NA NA J' 1 NA 1 NA MTE 1050 -1C, Rao 2 , 10/18/ MAYES TESTING ENGINEERS, INC.RECENE HAY 2 9 2007 T6109 opv SOUTHCENTER MALL PARKING GARAGE M 633 Southcenter Mali Blvd Tukwila, WA PERMIT NO: D06 -135 MTE NO: PROJECT: Address: Page 181 Owner. Architect: Engineer. Contractor: Date: Weather. Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -17 -07 Sunny Reinforced Concrete (4)4x8" Everett Office 917-134th Street SW Suite 41 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 42 cubic yards of Cadman Concrete Mix # 551081R for the topping slabs at level 2, M- N/2.4 -5 and level 3, M- N/2.4- 5 (and top stair landing). All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Masons proper placed BMU /CMU walls for stair tower walls at A- B/1 -1.2 (top lift above level 3). Walls will be grouted tomorrow. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. REC�e�V Everett 74 Office MAY 917 -134th Street SW Suite A-1 A I 2 Everett, WA 98204 10Q)' ph 425.742.9360 MTE NO: T6109 , Tacoma Office 425.745.1737 PROJECT: SOUTHCENTER MALL PARKING GARAGE B 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tacoma, WA 98499 Tukwila, WA ph2535843720 PERMIT NO: D06 -135 fax 2535843707 Portland Office Page 180 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 fax 503.281.7579 Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 5 -16-07 Weather. Cloudy Inspection: Reinforced Concrete and Grout Samples: (4)4x8" and (3)4x4x8" MTE inspector arrived onsite to monitor placement of 4 cubic yards of Cadman Concrete Mix #551081R for the curb on the west and north side of 3rd floor. Concrete placed by buggy and mechanically consolidated. One set of (4) 4 x 8" cylinders were cast for strength verification. Field test results were as follows: Ambient temperature 55 °, concrete temperature 60° and slump 7 ". Also monitored the placement of 4 cubic yards of Stoneway Grout Mix #7034 into center brick veneer on south side of Parking Garage B. Concrete placed by pump hose and mechanically consolidated. One set of (3) 4 x 4 x 8" were cast for strength verification. Field test results were as follows: Ambient temperature 56 degrees, concrete temperature 61 degrees and slump was fluid. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Quang Le Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECE/V MTE NO: PROJECT: Address: PERMIT NO: Page 179 Owner. Architect: Engineer: Contractor: Date: Weather. Inspection: Samples: MAY 2 9 2007 T6109 bC SOUTHCENTER MALL PARKING GARAGE � P MEJO 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -15-07 Sunny Structural Masonry N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503 281 7579 MTE inspector arrived onsite and inspected placement of approximately 4 cubic yards of Stoneway Grout Mix #7034 for CMU /BMU walls at 1 /B -A, A/1 -1.2 (top lift for level 2) and A/2.8- 4.2 (1st lift for level 2). All resteel and embeds were properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Workers continued building curbs for precast walls on levels 2 and 3. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. ��C - . x ,. ,• MY 2 q 2ii q7 MTE NO: T6109 VELOP' PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 178 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -14-07 Sun Structural Steel N/A MTE inspector arrived onsite and performed visual inspection of welding on: 1. Roof deck (puddle welds and button punch) of canopy inline tower third floor, grids N to M by 4 to 5. 2. Canopy framework to embeds, grid A by 2.7 to 4.2. The work installed appears to be in accordance with plans and AWS /D1.3 -98. Everett Office 917 -134th Street SW Suite 41 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Mat Taylor Reviewed by: /C-Q Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 177 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 5 -14 -07 Weather: Sunny Inspection: Structural Masonry and Epoxy Samples: N/A cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: RECEIVED MAY 2 9 2001 COMMUNITY DEVELOPMENT INSPECTOR: Jerry Graham Everett Office 917 -134111 Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 251584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite and inspected placement of approximately 3 cubic yards of Stoneway Grout Mix #7034 for CMU /BMU walls as follows: Line 1 /B -A and N1.2 and A/2.8 -4.2 (all up level 2). All resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Also, line 1 /B -A and A/1 -1.2 (1st lift above level 2). Resteel for these was properly installed in accordance with approved plans. This lift was grouted by hand with Design Mix Fine Grout, mixed onsite. Grout was properly mixed, placed and mechanically consolidated. Inspected installation of all thread bolts for precast caps on N line and 6 line in various places. Bolts were properly installed in clean, dry holes and secured with Simpson SET 22 epoxy. Inspected installation of parabolts for the bottom embed at panels #R -26 and R -27 (as per RFI #161). Bolts were properly installed in clean dry holes. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Dennis Sanborn, Branch Manager RECEIVED • MAYES TESTING ENGINEERS, INC MAY 2 g 2001 Project Name: Site Address' Client: Engineer. Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : commuNrry D EVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 56 °F Cloudy Grout Stoneway 808143 7034 FIELD DATA ASTM C39 and C109 Actual Sample Temp. Initial Storage Temp. r Entrained Air (ASTM 01064) (ASTM C31) (ASTM C231) 61 °F NR NR Water /Cement Ratio: 1 Slump (ASTM 0149 0.511 fluid Placement Location and Notes: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample • Lab a Date Tested Age Size (in) Load (Ibs) Dia (in) 05/16/071 0186 1 3255 L05/23/07 105/16/O7JI 0186 II 3256 06/13/07 05/16/071 0186 1 3257 h 06/06/13/07 Remarks: Inspector(s): Le, Q. Tested by: Quiring, A. Sample(s) Rec'd: r 05/17/07 Mix Proportions: Ingredient Cement —Type I & II Fine Aggregate Pea Gravel Water Project No: T6109 Issued on: 05/23/07 Sample Set ID: 13595 Permit # (s): D06 -073 Original: VA D06 -135 Revised: Required Strength: (f'c) 2000 psi @ 28 days Center brick veneer on south side. Sampled at 4 cubic yards of 4 total cubic yards placed. rn 4 x 4 x a 1 P3206o 11 0.00 II 19.85 28 I 1 4 x4 x8 _I I o.00l [ o.00 L2eJlax4x8 IriATII:FIL o.00 Surface Strength (psi) 1620 NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 653.0 lbs 1,977.0 lbs 903.0 lbs 334.0 lbs Break Type Type 4 NA NA Reviewed by: ta:: Dennis Sanbom Branch Manager MTE 1050 -IC. Rev 2, 10/15/ MAYES TESTING ENGINEERS, INC Project Name: Site Address' Client Engineer: Contractor. Air Temperature: Weather: Product: Supplier. Ticket Number: MixDesign ID : 60 °F [Water /Cement Ratio: 0.537 [placement Location and Notes: j Date Made Sample # 05/16/07 [ 05/16/07 105/16/07 1 1 05/16/07 Remarks: Sample Temp. b [Initial Storage Temp. Entrained Air (ASTM C1064) (ASTM C31) (ASTM C231) 0185 I r 0185 1 L0185 I 1 0185 I 55 °F Cloudy Concrete Cadman 7729074 551081R 3251 1 3252 1 3253 3254 Inspector(s): Graham, J. Tested by: Taylor, M. R ECEIVED MAY 2 9 2001 CO IyMUNrry CONCRETE LABORATORY TEST RIFnag. Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction NR NR Slump (ASTM C143) 7r 105/23/07 1 06/13/07) 06/13/07 ( 06/13/07 1 171 1 28 1 1281 I 28 I FIELD DATA ASTM C31 and C172 Sample(s) Redd: 05/17/07 Curb on west and north side of 3rd floor. Sample taken at 4 cubic yards of 4 total cubic yards placed. 5 gallons of water added on site. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psl) Break Type 1 4x8 L4x 8 ^ I[ —J 1 4x8 1 4x8 1 Actual 50500 1 1 Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash HRWRA MRWRA Water Required Strength: (fc) 4000 psi @ 28 days 1 4.00 I 1 0.00 I 1 0.00 0.00 Reviewed by: Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: V D06 -135 Revised: 1 12.57 / o.00j 0.00 4020 1 1 Dennis Sanbom Branch Manager NOTES: Break desuiptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 •'recording field temperature' Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 05/23/07 13594 Weight (per cu.yd) 440.0 lbs 1,504.0 lbs 393.0 lbs 1,391.0 lbs 85.0 lbs 14.0 oz 21.0 a 282.0 lbs NA NA NA • • • NA J' SITE 105D-1C, Rev 2, 10/18/ MAYES TESTING ENGINEERS, INC MAY 2 9 2007 Project Name: Site Address: Client: Engineer. Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 67 °F Water /Cement Ratio: Date Made [05/10/07 1 05/10/07 I 1 05/10/07 05/10/07 Remarks: 0.567 Sample # rb184 I 0184 I 1 0184 I 0184 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 63 °F Sunny Concrete Cadman 727584 551081R Initial Storage Temp. (ASTM C31) NR [Slump (ASTM C143) I 5.5" [Placement Location and Notes: ` Level 2 curbs for precast panels on line A, 3099 3100 3101 05/17/07 06/07/07 1128 I 06/07/07 1 3102 H 06/07/07 Inspector(s): Graham, J. Tested by: Quiring, A. CONCRETE LABORATORY TEST REPORT FIELD DATA ASTM C31 and C172 I Entrained Air (ASTM C231) NR Actual Sample(s) Recd: I RECEIVED COMMUNITY DEVELOPMENT Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: 1 D06 -135 Revised: Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA 05/11/07 Required Strength: WO 3000 psi @ 28 days line 6 and line S. Placed a total of 12 cubic yards. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) r7 1( 4 xx [57335 I 28 28 4x8 4x8 4x8 J 4.00 I I o.00 I 0.00 I o.00 Surface Strength (psi) 12.57 I I o.00 I I 0.00 I I o.00 Reviewed by: it 4560 R Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 05/18/07 13552 Weight (per cu.yd) 438.0 lbs 1,520.0 lbs 398.0 lbs 1,384.0 lbs 77.0 lbs 13.0 a 292.0 lbs 21.2 oz Break Type NA PATE 1050 -1C, Rev 2, 101181 MAYES TESTING ENGINEERS, INC MAY 2 9 2007 Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) Water /Cement Ratio:` Date Made Sample I Lab I /25/07 04/25/07 04/25/07 04/25/01I Remarks: 63 °F 0181 0181 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 56 °F Partly Cloudy Concrete Cadman 723136 661281G Initial Storage Temp. i (ASTM C31) NR [ Slump (ASTM C143) 0.412 4.5" [Placement Location and Notes: Level 3, columns at G/3, H /3, J /3, K/3 and U3; curb wall at N/5.7 -6 and 6 /M -N; closure strip between zones 2 and 3 on F.5 line; level 2 walls N/4.5 -4.7; level curbs 6 /N -H. 0181 J 1 2728 j 05/02/07 7 4 x 8_J 1 0181 11 2729 1 05/23/07 I L28J L 4 x 8 I 2730 1[05/23/07 11_2811 4 x LJ [2731 ' 05/23/07 Inspector(s): Graham, J. Tested by: Quiring, A. CONCRETE LABORATORY TEST REPORT 28 FIELD DATA ASTM C31 and C172 I Entrained Air (ASTM C231) 1 NR 4x8 Sample(s) Recd: 04/26/07 Actual COMPRESSION TEST RESULTS (ASTM C39, C1231, and 0617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 71265 L Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water Required Strength: (fc) 5000 psi @ 28 days 1 4.00 1 0.00 I o.0 0I 0. 00 RECEIVED Tacoma 10029 S. Tacoma Way COMMUNITY Suite E-2 DEVELOPMENT Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: D06 -135 Revised: Surface 1 12.57 I o.00j 1 0.00 0.00 Reviewed by: 5670 P Asio Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM SW. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature' Information In this report applies only to the actual samples tested and snail not be reproduced without the approval of Mayes Testing Engineers. Inc T6109 05/23/07 13457 Weight (per cu.yd) 105.0 lbs 551.0 lbs 1,436.0 lbs 414.0 lbs 1,380.0 lbs 44.9 02 270.0 lbs Strength (psi) Break Type NA NA I NA NA irrE 1950.ic. Rev 2. 101181 MAYES TESTING ENGINEERS, INC MAY 2 9 2007 Project Name: Site Address' Client Engineer. Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 64 °F [Water /Cement Ratio: 0.423 [Placement Location and Notes: Date Made Sample # Lab # 1 04/19/07 1_04/19/0t 1 L04/19/07 1 04/19/07 1 Remarks: 1 0180 1 0180 1 0180 0180 COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 54 °F Partly Sunny Concrete Cadman 721154 661281 I nitial Storage Temp. (ASTM C31) 1 NR Slump (ASTM C143) 4.25" Inspector(s): Graham, J. Tested by: Quiring, A. 1 28 FIELD DATA ASTM C31 and C172 ti 1 Entrained Air (ASTM C231) NR Sample(s) Recd: ' 04/20/07 Southeast tower stairway and landings levels 1 -3; level 3 columns at N/5.7, N/6 and M /6; closure strip at ramp between levels 2 and 3 at F.5 line. A total of 10 cubic yards were placed. Added 5 gallons of 5 gallons of water allowable. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dla (in) Surface Strength (psi) Break Type 1 2627 11_04/26/07 1 1 2628 05/17/07 1 L 281 4 x 8 1 26291 05/17/07 28 11 8 1 1 2630 11 05/17/07 1 4x8 1 1 4x8 Actual 1 75815 1 1 98915 97190 1 97090 RECEIVED Revised: Mix Proportions: Ingredient Cement —Type I & 11 Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water Required Strength: (rc) 5000 psi @ 28 days 12.63 1 4.0fJ 1 12.57 1 1 4.00 1 1 4.00 [ 4.00 I Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: & ci i D06 -135 1 12.57 I 12.57 6000 1 7870 7730 7730 Reviewed by: Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without are approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253 584 3720 fax 251584.3707 T6109 05/18/07 13433 Weight (per cu.yd) 550.0 Ibs 1,439.0 Ibs 412.0 Ibs 1,341.0 Ibs 105.0 Ibs 39.4 oz 277.0 Ibs NA NA 1 NA • • • • MTE 1050 -IC, Rev 2, 10/181 RECEIVED MAYES TESTING ENGINEERS, INC MAY 2 9 2007 COMMUN D EVELOPMENT CONCRETE LABORATORY TEST REPORT Project Name: Site Address: Client: Engineer. Contractor. Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 64 °F Water /Cement Ratio:1 Placement Location and Notes: 04/18/07 04/18/07 04/18/07 [ 04/18/071 Remarks: 0.423 0179 ( 0179 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 45 °F Cloudy Concrete Cadman 720631 661281G I Initial Storage Temp. (ASTM C31) NR [Slump (ASTM C143) 7.25" 2426 2427 J[05/16/07 1 05/16/07 2428 05/16/07 Sample(s) Rec'd: Set III: PT deck level 3, zone 5 (G- N/1 -3.5). Columns level 3 at H /4, J4, K4, G4, L5 and G45. Topping slab level 1 (4.2- 4.81M -N). Sampled at 9:53am at 240 cubic yards near L/28. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (In) Load (Ibs) Dia (in) Surface Strength (psi) L04/18/07 0179 -FCd 1 2423 04/20/07 L 2_11 4 x 8 11 44260 1E4.00 11 12.57 I 3520 04/18/07.0179- FG L04/21/07 _1L3_ 4x8 1 ____1.0.00 0.00 L0179 I 2425 11 04/25/07 7 4 x 8 78460 ji 4.01 12.63 I 6210 4.01 1 28 1 28 1 FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) 04/19/07 4x8 1 1 4x8 1 4x8 Inspector(s): Graham, J. Quiring, A. Tested by: Simmons, N. Actual 1 115495 120040 Required Strength: (fc) 5000 psi @ 28 days Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water 4.01 11064511 4.01 Project No: T6109 Issued on: 05/17/07 Sample Set ID: 13400 Permit # (s): D06 -073 Original: �, D06 -135 Revised: 0 12.63 12.63 L 12.63 Reviewed by: 1i'tF 9140 9500 8760 De nis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - 'recording field temperature' Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 105.0 lbs 550.0 lbs 1,437.0 lbs 410.0 lbs 1,374.0 lbs 45.0 oz 277.0 lbs Break Type 1 NA NA NA � NA — 1 e 1 NA PATE 1050-IC, Rev 2, 10/18/ MAYES TESTING ENGINEERS, RECEIVED IN MAY 2 9 2001 COMMUNITY CONCRETE LABORATORY TES'€FtMl Project Name: Site Address: Client Engineer: Contractor. Air Temperature: Weather Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) 65 °F Water /Cement Ratio: 1 0.402 [Placement Location and Notes: Set II: PT deck level 3, zone 5 (G- N/1 -3.5). Columns level 3 at H /4, J4, K4, G4, L5 and G45. Topping slab level 1 (4.2 -4.8 /M -N). Sampled at 6:40am at 95 cubic yards near J -2. 04/18/07 [ 04/18/07 1 04/18/07 I 04/18/07 04/18/07 1 Remarks: 1 0178 I 0178 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 44 °F Cloudy Concrete Cadman 720550 661281G Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 1 6.5" [ 2418 Date Tested Date Made Sample # Lab # 1 0178 -F0 [ 2417 10178 -FC [ 2419 04/18/07) Lim I[ 2420 0178) [ 2421 ! 05/16/07 L2 [ 2422 ![05/16/07 I 04/20/07 I 04/21/07 1 04/25/07 1 05/16/07) I Sample(s) Recd: COMPRESSION TEST RESULTS (ASTM C39 C1231, and C617 when applicable) Size (in) Load (Ibs) Dia (in) Surface 4 x 8 1 45280 [ 4.00 r12.57 Age 2 3 I 7I 28 28 FI ELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR 04/19/07 1 4x8 1 4x8 I 4x8 1 4x8 4x8 Inspector(s): Graham, J. Quiring, A. Tested by: Simmons, N. Actual 1 82270 I 1 104385 [ 111385 1 110401 I Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: D06 -135 Revised: Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water Required Strength: (ft) 5000 psi @ 28 days 0.00 1 4.01 1 4.01 [ 4.01 1 4.01 1 I 0.00 12.63 12.63 1 12.63 Reviewed by: a De Strength (psi) 3600 I 6510 8270 I 8820 [12 . 6 31 1 8740 I is Sanbom Branch Manager Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.580.3720 fax 253.580.3707 T6109 05/17/07 13399 Weight (per cu.yd) 106.0 lbs 551.0 lbs 1,438.0 lbs 413.0 lbs 1,381.0 lbs 45.0 oz 264.0 lbs Break Type NA NA NA NA 1 NA NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE 1050-1C, Rev 2. 10/18/ - MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65 °F [Water /Cement Ratio: 0.400 Date Made 04/18/07 L04/18/07 04/18/07 I 44 °F Cloudy Concrete Cadman 720537 661281G Sample # Lab # 177 - L2411 0 177 -Fd 2412 0177 D EVELOp f CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction I Initial Storage Temp. I Entrained Air (ASTM C31) (ASTM C231) NR NR Slump (ASTM C143) 2413 6.75" Placement Location and Notes: II Set I: PT deck level 3, zone 5 (G- N/1 -3.5). Columns level 3 at H /4, J4, K4, G4, L5 and G45. Topping slab level 1 (4.2- 4.8 /M -N). Sampled at 5:37am at 33 cubic yards near 01. [04/18/071) 0177JJ 2414 1_05/16/07 _J 1 04/18/07 I 0177 2415 1 05/16/07) L04/18/07 0177 I 2416 Remarks: Inspector(s): Graham, J. Tested by: Simmons, N. FIELD DATA ASTM C31 and C172 Sample(s) Recd: ' 04/19/07 Required Strength: (fc) 5000 psi @ 28 days COMPRESSION TEST RESULTS (ASTM 09, 01231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 4 x 8 1 49200 4x8 1L— ii 4 x 8_1R8 4.01 04/20/07 1 04/21/07 04/25/07 05/16/07 2 3 7 128 [ 28 L2J 4x8 4x8 ] 4x8 Quiring, A. Actual 99370 I 104950] 108055 Mix Proportions: Ingredient Cement Slag Cement -Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water 4.00 0.00 1 4.01 4.01 4.01 RECEiveD MAY 2 9 2007 Project No: T6109 Issued on: 05/17/07 Sample Set ID: 13398 Permit # (s): D06 -073 wi D06 -135 El Original: Revised: Surface Strength (psi) 12.57 3920 Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 107.0 lbs 551.0 lbs 1,432.0 lbs 410.0 lbs 1,378.0 lbs 44.7 oz 263.0 lbs Break Type NA l* O.00J 12.63) 6190 I 7870 1 12.63 8310 II NA 1 12.63 12.63 8560 Reviewed by: g % Den is Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. I NA I NA I NA NA • • • • • MTE 1050-1C, Rev 2,10/18/ MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 176 Owner: Architect: Engineer: Contractor. Date: Weather. Inspection: Samples: T5109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -12 -07 Overcast Structural Masonry N/A MTE inspector arrived on site for a scheduled masonry grout placement inspection. inspection was cancelled per masonry contractor. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: Upon arrival INSPECTOR: Dennis Sanborn Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584.3720 fax 253.584,3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281 7515 fax 503.281.7579 e nis Sanborn, Branch Manager T ESTING ENGINEERS, INC. M � CEI V �� MAYES � z err= „ coy� p � 1 �� ?0 07 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 5 -11 -07 Weather: Sunny Inspection: Structural Masonry and Epoxy Samples: N/A cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 175 INSPECTOR: Jerry Graham Reviewed byy,' �y' /sG r�i� - B t /^ = Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 3 cubic yards of Stoneway Grout Mix #7034 for CMU /BMU walls as follows: Level 2 elevator walls (M..5- N14 -4.2, top lift). Also, BMU walls on A line, 2.8-3 and 4 -4.2 (3 lift, level 1). All resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Inspected installation of threaded rod for precast caps at the top of CMU wall on level 3, N12.8 -4. Threaded rod, with nuts and washers was properly installed in clean, dry holes and secured with Simpson SET 22 Epoxy. Inspected installation of anchor bolts for ledger for top of elevator walls (level 3, 4- 4.2/M.5 -N). Anchor bolts were properly installed in clean dry holes and secured with Simpson SET 22 epoxy. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. ennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 174 Owner: Architect: Engineer: Contractor: Date: Weather. Inspection: Samples: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JIM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America PSI Architects Coughlin Porter Lundeen JTM Construction 5 -11 -07 Partly Sunny Structural Steel N/A INSPECTOR: Mat Taylor ' -f\ Everett Office t • 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed visual inspection of welding on structural framing of canopy framing inline tower, third floor, grids N to M by 4 to 5, per detail 8- 20/S5.3. Work performed appears to be in accordance with plans and AWS /D1.1 -2004. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: r 7 ennis Sanbom, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 173 Owner: Architect: Engineer. Contractor: Date: Weather. Inspection: Samples: T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila 5 -10 -07 Sunny Structural Masonry and Reinforced Concrete (4)4x8" Rs 4044 2 Q O " Suite n 425 30 Opt fax 425.745.1737 MTE inspector arrived on site and inspected placement of approximately 3 cubic yards of Stoneway Grout Mix #7034, for CMU /BMU walls as follows: Level 2: Elevator walls, M.5- N/4 -4.2 (1 lift). Also level 1 wall at 1 /A -B and N1-1.3 (2 lift). All resteel was properly installed accordance with approved plans. Grout was properly placed and mechanically consolidated. Inspected placement of approximately 12 cubic yards of concrete, Cadman mix # 551081R, for the following: level 2 curbs at pre cast panels on A line and S line. All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Jerry Graham Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Dive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager Reviewed by: L MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 172 Owner: Architect: Engineer: Contractor: Date: Weather. Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -9 -07 Sunny Structural Masonry and Epoxy N/A cc : Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 MTE inspector arrived on site and inspected placement of approximately 3 cubic yards of Stoneway Grout Mix #7034, for CMU /BMU walls as follows: Level 3, elevator walls M.5- N/4 -4.2 (top lift) and stairway walls N/4.4 -4.8 and 4.8/N -M.5 (top lift). All resteel and embeds were property installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Inspected installation of bolts for mislocated bolts at precast caps on line G and line 1. Also, finished installing anchor bolts for top connection plate for level 3 precast panels R -26 and R -27 (as per RFI #161). Finally, anchor bolts were installed at top of CMU wall (for precast caps) at N/2.8 -4 at level 3. All anchor bolts were properly installed in clean, dry holes and secured with Simpson SET 22 Epoxy. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jerry Graham Reviewed by: / /a +Y '- Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 tax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 171 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -9 -07 Partly Sunny Structural Steel N/A MTE inspector arrived on site and performed visual inspection of welding on the following items: 1. Staircase B2 (Note: Tension control bolts need to be snapped off). 2. Cable barrier stanchions at grids 4D 2 level, grids A3 1 level. The above listed work appears to be in accordance with plans and AWS /D1.1 -2004. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila P ee en/E." veretf Office HAY 1 2 917-134th S SW O? Suite 34t H rr(iN ir Everett, WA 98204 1 .Op� Y ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 INSPECTOR: Mat Taylor Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Reviewed by,:' -I 4,-e-4 rc '• D nnts Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 171 Owner: Architect: Engineer. - Contractor: Date: Weather. Inspection: Samples: T6100 SOUTHCENTER MALL PARKING 633 Southcenter Mall Blvd Tukwila, WA D06 -072 Westfield America FSI Architects Coughlin Porter Lundeen - JTM Construction 5 -10-07 Sun Light Gauge Stud Welding N/A MTE inspector arrived on site as requested this day for special inspection of light gage structural steel framing welding at elevator room on first floor to support heat pump unit as directed in RFI #64.0002. On built up studs, - welds were placed 1 "8 at3' on center per similar structural detail on four studs. No deficiencies were noted. Weld quality conforms to AWS D1.3 visual inspection criteria. WABO welder Jason E Rosemond W0773, expiration April 1, 2008. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: cc: Patrick Bums, Westfield America ( Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila P E-c IVED MAY 2 1 100?, GARAGE A INSPECTOR: Jaimie Gordon Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland OR 97211 ph 503.281.7515 fax 503.281.7579 nis Sanborn,. Branch Manager MAYES TESTING ENGINEERS, INC. FeFCEnVFD 'MAY 161007 MTE NO: T6109 D EVELcogl T PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 170 Owner. Westfield America Architect: FSI Architects Engineer. Coughlin Porter Lundeen Contractor: JTM Construction Date: 54-07 Weather. Sun Inspection: Structural Steel Samples: N/A MTE inspector arrived on site and performed visual inspection of: 1. Welding cable barrier stanchions, 3 level grids D3, D4, L3 and L4. 2. Welding for attachment of precast panels R29R and M16. 3. Welding of attachments for precast panels R26 and R27, per RFI 161.0001. Work performed appears to be in accordance with plans and AWS /D1.1 -2004. CORRECTIVE ACTIONS TAKEN: Item #3 above, RFI #161.0001, clears non - conforming conditions noted by MTE's Jim Kay report dated 5/4/07. Everett Office 917 -134th Street SW Suite A-I Everett, WA 98204 ph 425.742.9360 lax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napofitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Mat Taylor nnis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 169 Owner. Architect: Engineer. Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5-8 -07 Sunny Structural Masonry N/A MTE inspector arrived on site and inspected placement of approximately 5 cubic yards of Stoneway Grout Mix #7034 for CMU /BMU walls as follows: Elevator walls level 3, M.5- N/4 -4.2 (2 lift); stairway walls; level 3, N/4.4-4.8 and 4.8/N -M.5 (2 lift). All resteel and embeds were properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Workers continued to install cable guides for ramps on levels 1 and 2. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 RECEIVE 'MAY 1 6 1007 INSPECTOR: Jerry Graham Reviewed by: (-el ,a Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 504 3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 ennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 168 Owner: Architect: Engineer: Contractor Date: Weather. Inspection: Samples: RECEIVE 'MAY 16 2007 commuNiTy T6109 DEvaonsiENT SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -7 -07 Sunny Structural Masonry N/A MTE inspector arrived on site and inspected placement of approximately 2 cubic yards of Stoneway Grout Mix #7034 for CMU walls as follows: Elevator walls (4- 4.2/M.5 -N), 1 lift on level 3. All resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Workers continued setting precast caps on lines N and S. Nuts and washers were properly installed to secure caps. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham ate, ,e Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. nis Sanborn, Branch Manager CEIVE MAYES TESTING ENGINEERS, INC. IMAR 16 2001 DEVELOPMENT MTE MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 167 Owner: Westfield America Architect: FSI Architects Engineer. Coughlin Porter Lundeen Contractor: JTM Construction Date: 5 -4-07 Weather. Cloudy Inspection: Structural Steel Samples: N/A MTE inspector arrived on site for welding inspection. Inspected welding for conformance with the plans, RFI's and AWS D1.1 — 2006. MTE inspected welding of cable barrier connection angles and ICS to column embeds on lines 4 / G to K (lower ramp) and 4 / E to L and 3 / D to L (upper ramp). Welds were acceptable. Inspected welding of precast panel top connections on line 1 / B.5 to C 3 floor (2 Panels). Welds were acceptable. Inspected welding of top and bottom connections for precast panels R26 and R27 on line S 3 floor. Reviewed RFI # 161 sheets SR46, SR47, SR48 and SR49. The welds top and bottom are not per the RFI. The epoxy bolts on top and bottom are not per the RFI. The epoxy bolts on top are not placed per the RFI and expansion bolts for the bottom are not placed. Suggest the contractor as built the connection and submit the information to the engineer. NON - COMFORMING CONDITIONS: Inspected welding of top and bottom connections for precast panels R26 and R27 on line S 3 floor. Reviewed RFI # 161 sheets SR46, SR47, SR48 and SR49. The welds top and bottom are not per the RFI. The epoxy bolts on top and bottom are not per the RFI. The epoxy bolts on top are not placed per the RFI and expansion bolts for the bottom are not placed. Suggest the contractor as built the connection and submit the information to the engineer. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JIM Construction Troy McOmber, FSt Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jim R. Kay Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Reviewed by: at- - ennis Sanborn, Branch Manager RECEIVE MAYES TESTING ENGINEERS, INC. MAY 161001 _.,... - MUNI ry —_'4Q BAIT MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 166 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 5-4-07 Weather. Partly Cloudy Inspection: Structural Masonry and Epoxy Samples: N/A cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE arrived on site to inspect placement of approximately 5 yards of grout, Stoneway Mix #7034 for CMU /BMU walls as follows. N/2.8 — 4.2 (1 lift above level 3). Resteel was properly installed, in accordance with approved plans. Grout was properly placed and mechanically consolidated. MTE inspected installation of 5/8" threaded rods for tower embed correction (RFI # 0162). Threaded rods were properly installed in clean, dry holes and secured with Simpson SET 22 epoxy. MTE inspected installation of /" threaded rod for precast cap correction at CMU wall on grid line / C -E. Threaded rod was properly installed in clean, dry holes and secured with Simpson SET 22 epoxy. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: MAYES MTE NO: PROJECT: Address: PERMIT NO: Page 165 Owner. Architect: Engineer. Contractor: Date: Weather. Inspection: Samples: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila TESTING ENGINEERS, INC. T6109 O C E Y E M Lop SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5-3 -07 Sunny Structural Masonry, Reinforced Concrete and Epoxy (8) 4 x 8" MTE inspector arrived on site and inspected placement of approximately 3 cubic yards of grout, Stoneway Mix #7034, for BMU /CMU walls at N/4 -4.5 at level 3, resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Inspected placement of approximately 18 cubic yards of concrete, Cadman Mix #661281 for the following: Level 3 closure strips between zone 3 and zones 5 post tension decks and between zone 4 and zone 5 post tension decks. Curb walls 11J -5 and 5/T -U and curb walls on I /F.5 -H also level 2 curb wall at 11J -S and 5/T -U. All resteel for these was properly installed in accordance with approved plans. This concrete was properly placed and mechanically consolidated. Inspected placement of approximately 10 cubic yards of concrete Cadman Mix #551081 R for the stairs and level 2 landing at stairway 'A'. Also level 3 curbs at 6 /N -A. All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. MTE inspected installation of epoxy dowels as follows, A" threaded rod for missing embed repair for precast panels at level 2 and 3 at B.5/6 (as per RFI # 0164). Threaded rods were properly installed in clean, dry holes and secured with Simpson set 22 epoxy. Inspected installation of missing Halfen connectors for BMU columns at level 3 (as per SR -51). 5/8' threaded rod was properly installed in clean, dry holes and secured with Simpson set 22 epoxy. This occurred at H/G and F /6. To the best of our knowledge, all items today are in conformance with approved plans and specifications. Reviewed by: REC ENE4 MAY 16 2007 IN P TO rry Graham I C • Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503 281 7515 fax 503.281.7579 Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 164 Owner. Westfield America Architect: FSI Architects Engineer. Coughlin Porter Lundeen Contractor: JTM Construction Date: 5 -2 -07 Weather. Cloudy Inspection: Structural Masonry and Precast Samples: N/A To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. RECEIVED MAY 16 2001 D MTE inspector arrived on site and observed as workers placed last of precast panels #R26 on level 3 and R36 R on 1 line, level 2. Masons continued to place BMU and veneer up to level 3, on N line 4-5. Workers started installing precast caps on level 31 line. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 e'�t Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RFC FI V E Everett Office AY 1 6 Everett l WA 98204 SW 4 4 2 ph 425.742.9360 CO fax 425.745.1737 MTE NO: 76109 Tacoma Office D to PROJECT: SOUTHCENTER MALL PARKING GARAGE B �O1VT 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tukwila, WA Tacoma, WA 98499 ph 253 584 3720 PERMIT NO: D06 -135 fax 253.584.3707 Portland Office Page 163 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer, Coughlin Porter Lundeen Contractor: JTM Construction Date: 5 -1-07 Weather. Partly Sunny Inspection: Structural Masonry Samples: N/A MTE inspector arrived on site and inspected placement of approximately 3 cubic yards of Stoneway Grout Mix #7034 for CMU wall as follows: Line N/4.4 -5 (1 lift for level 2). All resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Brick veneer was properly installed with clips on line N/2.8 -4.2 (1 lift level 2). Discovered missing embeds for top connections for precast panels at 6 /B -C on 2 and 3 levels. Also bottom connections for level 3 panels at line 1/H and line 5N. Structural engineer was contacted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham nis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 162 Owner. Architect: Engineer. Contractor: Date: Weather. Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 4 -30 -07 Partly Sunny Structural Masonry and Epoxy N/A MTE inspector arrived on site and inspected placement of approximately 3 cubic yards of Stoneway Grout Mix #7034 for BMU /CMU walls as follows: Line N/4.4 -5 (top lift for level 1). All resteel was properly installed in accordance with approved plans. Grout was property placed and mechanically consolidated. Brick veneer was properly installed (up to level 2). Veneer anchors were properly installed in existing concrete. Inspected installation of W all thread bolts for top connection for panel R27 on S line 3 level (V- Z), (as per RFI #161). Eight bolts were properly installed in clean, dry holes and secured with Simpson Set 22 Epoxy. The 3/8" plate at west end of R -27 all of R26 hasn't been installed yet. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 ,/.r /v nis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 161 Owner. Architect: Engineer. Contractor: Date: Weather. Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -3 -07 Partly Sunny Structural Steel N/A MTE inspector arrived on site and performed visual inspection of attachment of precast wall panels M16, M35, and R19, which have been attached per plan. Also the welding of cable stanchions 1 to 2 level ramp, grids F to G B and 3. Work appears to be in accordance with plans and AWS/D1.1 -2004. To the best of knowledge, all items inspected today are in conformance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Reviewed by: I ke MAY OPS Everett - 11 Office et SW 6 E Everett, WA 98204 O M eOV ph 425.742.9360 Ary fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 INSPECTOR: Mat Taylor Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 ennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: Remarks: Sample Temp. (ASTM C1064) Water /Cement Ratio: 1 05/03/071 L 05/03/07 1 0.125 Date Made Sample • 1 0183 0183) Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 54 °F Sunny Concrete Cadman 725325 551081R Initial Storage Temp. (ASTM C31) 63 °F NR Slump (ASTM C143) 4.5" [Placement Location and Notes: Lab a F2878 1 1 05/10/07 j1 7 1 1 4 x 8 05/03/0) L0183J F 2879 [ 05/03/07 II 0183 IL 2880 IL05/31/07 2881 CONCRETE LABORATORY TEST REPORT 05/31/07 05/31/07 I Inspector(s): Graham, J. Tested by: Bush, M. 28 28 28 I FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR Sample(s) Recd: I 05/04/07 Set II: Stairs and first two landings at stair 'A'; Level 3 curbs at G / N -A and A / 1 -6. Total of 10 cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) 4x8 4x8 4x8 Actual 69850 0.0o Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: n D06 -135 Revised: Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA Required Strength: (cc) 3000 psi @ 28 days 4.03 0.00 I0.00 1 12.76 0.0o Lo.00 0.00 I 5480 Reviewed by: Ar _ Fr Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Wav Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 05/11/07 13499 Weight (per cu.yd) 440.0 lbs 1,523.0 lbs 394.0 lbs 1,355.0 lbs 90.0 lbs 13.0 oz 66.0 lbs 20.5 oz Break Type NA NA NA I • • • RAE t050 - IC, Rev 2, 1018' MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) 60 °F Water /Cement f 05/03/07 L05/03/07 Remarks: 0.433 Ratio: [Placement Location and Notes: Date Made Sample ore Lab* 05/03/07 115/03/0/11 L05/31/07 ( 0182J 2876 0182 0182 49 °F Sunny Concrete Cadman 725288 661281 NR Slump (ASTM C143) 2874 2877 5.25" Inspector(s): Graham, J. Tested by: Bush, M. CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction Initial Storage Temp. (ASTM C31) I i I 05/10/07 05/31/07 05/31/07 I Sample(s) Recd: I 7 43_1 28 28 FI ELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR 05/04/07 Actual Set I: Level 3: Closure strips between Zone 3 and Zone 5, and Zone 4 and Zone 5 post tension decks; curb walls at 1 / J -S and S / T -V and curbs on 1 / F.5 -H. Level 2: Curb wall at 1 / J -S and S / T -V; Level 3 curb wall 6 / M -N. 18 cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) ( 4 x 8 11 8583 4x8 J 4x_8_1( it 0.00j �axs — J� ILo.00 J Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water Required Strength: (rc) 5000 psi @ 28 days 4.03 0.00 '`Fa V �� ?0 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6109 Issued on: 05/11/07 Sample Set ID: 13498 Permit # (s): D06 -073 Original: k DO6 -135 Revised: D I 12.76 L0.00 ( 0.00 I 0.00 1 ( 6730 Reviewed by: A✓ D4 is Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C•31, 10.1.2 • "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tesbng Engineers, Inc. Weight (per cu.yd) 552.0 lbs 1,435.0 lbs 410.0 lbs 1,333.0 lbs 111.0 lbs 39.2 oz 287.0 lbs Break Type NA NA NA J" NA AITE l050-1C, Rev 2, ityIEW MAYES TESTING ENGINEERS, INC Project Name: Site Address Client: Engineer. Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 62°F I Water/Cement Ratio: 0.406 43 °F Cloudy Concrete Cadman 719208 661281G `IInitial Storage Temp. 11 11 (ASTM C31) NR Slump (ASTM C143) 4.25" CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Recd: 04/13/07 Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: I✓j D06 - 135 Revised: Mix Proportions: Ingredient Cement Slag Cement —Type 18 II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water Required Strength: (fc) 1 Placement Location and Notes: 5000 psi © 28 days Level 3 closure strip between zones 2 and 3 (3-4/A -F.5). Level 2 curb walls A/2.8 -3; N1.3 -1.4 and 1/A.8 -A.9. Total of 8 cubic yards placed. Added 5 gallons of water on site of 5 gallons allowable. COMPRESSION TEST RESULTS (ASTM C39. C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 1 04/12/07 1 1 0176 1 1 2276 1 1 04/19/07 1 1 7 I I 4 x 8 I F 88370 if 400 12.57 7030 104/12/07 11 0176 11 2277 11 05/10/07 11 28J[4 II 101800[ 4.031112.76 II 04/12/07 11 0176 11 2278 11 05/10/07 L_ 4 xi 11 99050 1 . 4.03 .11. 12.76 11 1 04/12/07 1 1 0176 1 1 2279 ' 1 05/1007 I f 2811 4x 8 11 98680_11 11 12.76 If Remarks: Inspector(s): Graham, J. Reviewed by: Tested by: Bush, M. C DeKinis Sanbom Branch Manager 7980 7770 7740 Tacoma 10029 S. Tacoma Wav Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 05/14/07 13364 Weight (per cu.yd) 105.0 lbs 552.0 lbs 1,431.0 lbs 412.0 lbs 1,366.0 lbs 44.5 oz 267.0 lbs II NA 11 NA 11. NA 11 NA NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM SW. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature' Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. wire 1050-i C, Rev 2, 1011W MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) r L Water/Cement Ratio:1 [Placement Location and Notes: 04/11/07 04/11/07 ( L04/11/07 04/11/07 Remarks: 0.428 0175 ( 0175 0175 ( 0175 RECEIVED 'MAY 1 6 1007 C OMNUNt1'y DEVFLQPMg T CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, inc. Coughlin Porter Lundeen JTM Construction 58 °F Clear Concrete Cadman 661281 661281G Initial Storage Temp. Entrained Air (ASTM C31) (ASTM C231) 60 °F NR NR Slump (ASTM C143) I 2186 1 2187 2188 2189] 8.25" I Sample(s) Rec'd: Set IV: Level 3, zone 4 PT deck (F.5- N /3-6). Sampled at 448 of 459 cubic yards at 12:02pm, near M/3.5. 3,000 psi required to stress. "Excessive slump approved by Cadman QC only. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample M Lab 11 Date Tested Age Size (in) Load (Ibs) Dia (in) 04/18/07 ( 05/09/07 ( 05/09/07 05/09/07 7 L2i L4 x 8 28 28 FIELD DATA ASTM C31 and C172 04/12/07 1 4x8 4x8 4x8 Inspector(s): Graham, J. Lampkin Jr Tested by: Bush, M. Actual Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water L 746801 90870 101060 95575 Required Strength: (1%) 5000 psi @ 28 days I 4.01 ( 4.02 I 4.02 1 I 402 Project No: T6109 Issued on: 05/09/07 Sample Set ID: 13341 Permit # (s): D06 -073 Original: D06 -135 Revised: D Surface Strength (psi) Break Type ( 12.63 ( 12.69 I 1 12.69 1 12.69 5910 1 7160 7960 7530 Reviewed by: a �� D nis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - 'recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 105.0 lbs 551.0 lbs 1,440.0 lbs 412.0 lbs 1,365.0 Ibs 48.0 oz 281.0 lbs ( NA 1 ( NA NA NAT1' MTh 1050 -7C, Rev 2. 10/18/ MAYES RECEIVED TESTING ENGINEERS, INC 'MAY 1 F 2007 CONrciur t y CONCRETE LABORATORY TEST REk1'PMENT Project Name: Site Address: Client Engineer Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) 56 °F Water /Cement Ratio: 0.425 44 °F Clear Concrete Cadman 718662 661281G Initial Storage Temp. (ASTM C31) NR 8" [Placement Location and Notes:II Date Made Sample # /11/07 L04/11/07 L04/11/07 04/11/07 Remarks: 0174 j I 0174 0174 ] I 0174 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction Slump (ASTM C143) l Sample(s) Recd: 2182 2183 2184 I 2185 04/18/07 05/09/07 1 05/09/07 I 05/09/07 Inspector(s): Graham, J. Tested by: Bush, M. I 7 28 I 28 1 28 FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR 04/12/07 Set III: Level 3, zone 4 PT deck (F.5- N/3 -6). Sampled at 302 of 459 cubic yards at 9:10am, near H /5. 3,000 psi required to stress. "Excessive slump approved by Cadman QC only. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) 4x8 4x8 4x8 4x8 1 Lampkin Jr Actual 87770 I 90450 95755 93450 Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water Required Strength: (fc) 5000 psi @ 28 days I 4.01 4.02 402 4.02 Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: Ei D06 -135 Revised: Surface Strength (psi) Break Type 12.63 112.69 I 12.69 12.69 1 Reviewed by: 6950 7130 1 7540 ] 7360 NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM SW. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" In formation in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E - 2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 05/09/07 13340 Weight (per cu.yd) 105.0 lbs 551.0 lbs 1,435.0 lbs 412.0 lbs 1,365.0 lbs 48.0 oz 279.0 lbs I NA NA NA ) NA 2- 4/ Dennis Sanbom Branch Manager • WE 1050 -1C, Rev Z 10(18? • MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor. Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID: Sample Temp. (ASTM C1064) 1 04/11/07 1 04/11/07 1 04/11/07 04/11/07 58 °F NR NR Water /Cement Ratio: 0.396 Placement Location and Notes: Date Made Sample # 0173 0173 J 1 0173 Remarks: 0173 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 40 °F Clear Concrete Cadman 718583 661281G Initial Storage Temp. (ASTMC31) Slump (ASTM C143) Lab # Date Tested Age Size (in) 2178 2179 2180 2181 I 7.25" RECEIVED MAY 1 2001 COfyur,um Y CONCRETE LABORATORY TEST REPORIPann4hr L04/18/07 1 05/09/07 05/09/07 05/09/07 j Inspector(s): Graham, J. Tested by: Bush, M. 7 28 28 28 FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) 4x8 4x8 4x8 I 4x8 Actual Sample(s) Recd: 04/12/07 COMPRESSION TEST RESULTS (ASTM C39 C1231, and C617 when applicable) Load (Ibs) Dia (in) 92005 96360 111025 1 108890 4.01 1 4.02J 4.02 I 4.02 Project No: Issued on: Sample Set ID: Lampkin Jr Reviewed by: T6109 05/09/07 13339 Permit # (s): D06 -073 Original: D06 -135 Revised: Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water Required Strength: (fc) 5000 psi @ 28 days Set II: Level 3, zone 4 PT deck (F.5-N/3-6). Sampled at 148 of 459 cubic yards at 7:10am, near M/5.5. 3,000 psi required to stress Surface Strength (psi) Break Type 12.63) 12.69 12.69 1 12.69 7290 7590 8750 8580 a n nis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -*recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E•2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 105.0 lbs 551.0 lbs 1,435.0 lbs 411.0 lbs 1,371.0 lbs 48.0 oz 260.0 lbs NA f I NA NA NA MrE 1050-1C, Rev Z 10/181 • • MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor. Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : l (ASTM C1064) IniBa(ASStorage C31) L 60 °F NR Water /Cement Ratio: ` ( Slump (ASTM C143) 0.400 Placement Location and Notes: Date Made Sample # Lab e 1 04/11/07 1 04/11/07 04/11/07 1 04/11/07 Remarks: 1 0172 j I 0172 I 45 °F Clear Concrete Cadman 718565 661281G 1 0172J1 2174 1 L2175 L0172 II 2176 2177 Inspector(s): Graham, J. Tested by: Bush, M. CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 04/12/07 Required Strength: (fc) 5000 psi @ 28 days Set I: Level 3, zone 4 PT deck (F.5- N/3 -6). Sampled at 43 of 459 cubic yards at 5:50am, near J /6. 3,000 psi required to stress. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C817 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 04/18/07 05/09/07 05/09/07 1 05/09/07 7 28 1 28 28 FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR Sample(s) Recd: 4x8 I 4x8 I 4x8 I 1 4x8 Lampkin Jr Actual I I 87765 H 11402 1 1042701 111975 1 RECEIVED MAY 16 2007 COMMUNITY DEVELOPMENT Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: ki D06 -135 Revised: Mix Proportions: Ingredient Cement Slag Cement —Type I & it Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water 1 4.01 I 4.02 4.02 1 4.02 12.63 I 12.69 1 12.69 I 12.69 I 695 8980 8220 1 8820 I Reviewed � by: 1r a ennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - 'recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 05/09/07 13338 Weight (per cu.yd) 105.0 lbs 548.0 lbs 1,430.0 lbs 412.0 lbs 1,369.0 lbs 45.0 oz 261.0 lbs 1 NA 1 NA NA NA MTh 10504C, Rev 2,101 W MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 160 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6109 SOUTHCENTER MALL Pt. RKING 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 5 -2 -07 Partly Sunny Structural Steel N/A Rece MAY 0 7 2007 DC O Vs GARAGE B Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite and performed visLal inspection of staircase 1B corrugated decking on landing has been welding precast via!! panel R36 has been attached per plan. Also inspected welding of cable stanchions 1st level r,lrnp grids A to F by 3 to 4 (note stanchion at A3 not yet installed). To the best of our knowledge, items inspected tl:,s date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Mat Taylor Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. 'HAY vE0 917-134th St Street SW '' IAY Suite A -1 Everett, WA 98204 7 ?001 ph 425.742.9360 �41M fax 425.745.1737 MTE NO: T6109 0/4 PROJECT: SOUTHCENTER MALL PAR' 1 NG GARAGE B El" Tacoma Office 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd • Suite E -2 Tukwila, WA Tacoma, WA 98499 PERMIT NO: D06 -135 ph 253.584.3720 fax 253 584 3707 Portland Office Page 159 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: PSI Architects fax 503 281 7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 5 -1 -07 Weather: Partly Sunny Inspection: Structural Steel Samples: N/A MTE inspector arrived on site and performed pre; tinary visual inspection of staircase "1B". 1. Tension control bolts need to be tensionee. 2. Some handrail stanchions need welding. 3. 1 landing needs puddle weld. Also performed visual inspection of attachment of precast wall panels, #R1, #R2 (4 panels), R14 (4 panels), R22, R23, R24, R25, R30, R31, R36, M7, M16 (3 panels), M14, M2, M21, M22, M23, M24, M25, M26, M27, M30, M31, M32, M33, M34, M36 and M36R are per plan. PRELIMINARY: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviews rl by: INSPECTOR: Mat Taylor s Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. 1?EC E1VE,p M AY p 7 200 OO MTE NO: T6109 DEYE M tp p U k PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 158 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 -27 -07 Weather: Rain Inspection: Structural Masonry and Precast Samples: N/A MTE inspector arrived onsite and inspected placement of approximately 4 cubic yards of Stoneway Grout Mix #7034, for CMU walls as follTws: Line N/4.4 -5 (2nd lift). All resteel was properly installed in accordance with approved Flans. Grout was properly placed and mechanically consolidated. Later, Design Mix (nixed onsite) grout was placed for 3rd lift of walls on line N/4.4 -5. Resteel was properly mixed, placed and mechanically consolidated. Brick veneer continued to be placed for wall at N/2.8 -4.2. Veneer was placed up to 20' above finished floor. Veneer clips were properly installed into existing concrete. Work continued on inline tower at northeast corner of building. Precast panel connections continued to be welded, including connections noted on panels 26 and 27 (as noted in RFI #161). Anchor bolts will be installed for these later. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, NI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Reviewed by: ' oc/ A' ennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 CpIy PROJECT: SOUTHCENTER MALL PARKING GARAG OpmE . 4r Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 157 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 -26 -07 Weather: Cloudy Inspection: Structural Masonry and Precast Samples: N/A MTE inspector arrived on site and masons placed veneer brick for wall at N/2.8 -4.2 (up to 10'). Clips were properly installed into existing concrete as per approved plans. Precast panels were being welded at connections on line A and line 6 (levels 2 and 3). Workers completed stairway and landings at N.5 -M (4.5 -4.8), levels 1 -3. Work started on tower at level 3, 5.7- 6 /M -N. All welding will be inspected later. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: R ECEl1/F�? MAY 0 7 1007 INSPECTOR: Jerry Graham Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 46' CA is Sanborn, Branch Manager R ECEIVED MAY U 7 2001 MTE NO: T6109 eLOu"wavr PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 156 MAYES TESTING ENGINEERS, INC. .: & °'=.."."11'x .I: T2.-` Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor JTM Construction Date: 4 -25 -07 Weather: Partly Sunny Inspection: Structural Masonry and Reinforced Concrete Samples: (4) 4 x 8" Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 5 cubic yards of Stoneway Grout Mix #7034 for CMU walls as follows: Line N/2.8 -5 (1 lift). All resteel was properly installed, in accordance with approved plans. Grout was properly placed and mechanically consolidated. Inspected placement of approximately 15 cubic yards of Cadman Concrete Mix # 661281G for the following: Level 3 columns at G /3, H /3, J /3, K/3, and U3; curb wall at N/5.7 -6 and 6 /M -N; closure strip, between zones 2 and 3 on F.5 line. Level 2, walls N/4.5- 4.7; level curbs; 6/N-H. All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Workers hung final precast panels with exceptions noted below. PRELIMINARY: Two panels on 1 line are being reconstructed. All panels aren't completely connected yet. That work is ongoing including S line panels where connections were redesigned. cc: Patrick Burns. Westfield America Mike Napolitano. JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham e C^: is Sanborn, Branch Manager • MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor. Air Temperature: Weather. Product: Supplier: Ticket Number: MixDesign ID : Sample Temp. (ASTM C1064) 63 °F Water /Cement Ratio: 1 0.412 [Placement Location and Notes: II Level 3, columns at G /3, H /3, J /3, K/3 and L/3; curb wall at N/5.7 -6 and 6 /M -N; closure strip between zones 2 and 3 on F.5 line; level 2 walls N/4.5 -4.7; level curbs 6/N -H. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) 1 04/25/07 04/25/07 1 04/25/07 I 04/25/07 Remarks: 0181 I 0181 I 1 0181 I 0181 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 56 °F Partly Cloudy Concrete Cadman 723136 661281G I Initial Storage Temp. l (ASTM C31) Slump (ASTM C143), 4.5" 2728 1 2729 L 2730 1 2731 NR RECe!v MA oo Y �� 0 7 200 CONCRETE LABORATORY TEST Re�l�a 05/02/07 05/23/07 I 05/23/07 05/23/07 I Inspector(s): Graham, J. Tested by: Quiring, A 7 I 28 I 28 28 I FIELD DATA ASTM C31 and C172 I Entrained Air (ASTM C231) NR Sample(s) Recd: 04/26/07 1 1 4x8 I 1 4x8 I 1 4x8 I 1 4x8 Actual 71265 I Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water Required Strength: (Vc) 5000 psi @ 28 days 4.00 I 0.00 I 1 0.00 I 1 0.00 1 Project No: T6109 Issued on: 05/03/07 Sample Set ID: 13457 Permit # (s): D06 -073 Original: V D06 -135 Revised: Surface Strength (psi) Break Type 1 12.57 0.00 1 I 0.00I o.00 Reviewed by: AS 5670 Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.564.3720 fax 253.584.3707 Weight (per cu.yd) 105.0 lbs 551.0 lbs 1,436.0 lbs 414.0 lbs 1,380.0 lbs 44.9 oz 270.0 lbs NA I NA I NA I NA MrE 1050-IC, Rev 2,10/18/ MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID: Sample Temp. (ASTM C1064) 68 °F NR Water /Cement Ratio: i {Slump (ASTM C143) [Placement Location and Notes: Placed columns Level 3 at D,E +F/3 +4, curb walls at Level 2 - A/4 -4.5, level 3 - A/2.5 -4.5, Level 2 +3 -A/5.3 - 6 +6 /A -B. Sampled at columns D,E +F/3 +4. Date Made Sample • Lab S 1 04/05/07 11 0171 11 2089 11 04/12/07 05/03/07 I 1 04/05/07 1 04/05/07 I 1 04/05/07 Remarks: 0.421 0171 I 0171 1 0171 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 62 °F Clear Concrete Cadman 717208 661281 Initial Storage Temp. (ASTM C31) 1 1 2090 1 2091 2092 6 " Inspector(s): Graham, J. Tested by: Bush, M. Ntry CONCRETE LABORATORY TEST R PCOMMU' NT 05/03/07 I Sample(s) Recd: 05/ I COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 7 I28I 28 128 FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR 04/06/07 4x8 I 4x8 [ 4x8 1 4x8 Blaney, S. Actual 80935 I 95505 I 1 100050 105060 I 1 4.00 I 4.01 I 4.01 I 1 4.01 I RECEIVED MAY 0 7 2007 Project No: T6109 Issued on: 05/04/07 Sample Set ID: 13316 Permit # (s): D06 -073 Original: j} D06 -135 Revised: [ 1257 1 12.63 I 1 12.63 I [ 12.63 I Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water Required Strength: (fc) 5000 psi @ 28 days I 6440 I 7560 L 7920 I 8320 Reviewed by: c7 a nnis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature' Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 548.0 lbs 1,438.0 lbs 413.0 lbs 1,341.0 lbs 107.0 lbs 39.5 oz 276.0 lbs NA NA I NAJ 611E 1050.1C, Rev 2. 101191 Lab No. Date ' Tested ' Grouted Yes No Factor -, Total Load abs) :: Net Area (Sq. In) Strength (psi) PSI / h With WI" Factor Type of Fracture 6056 4/12/07 7 X 2.01 1.008 265980 85.27 3119 3140 FSS 6057 5/3/07 28 X 2.04 1.0032 350000+ 85.19 4108 4120 N/A 6058 5/3/07 28 X 2.02 1.0016 350000+ 85.49 4094 4100 N/A - . MAYES TESTING ENGINEERS, INC 917 134°1 St. SW, Suite A -1 Ph 425.742.9360 Everett, WA 98204 Fax 425.745.1737 10029 S. Tacoma Way, Suite E -2 Ph 253.584.3720 Tacoma, WA 98499 Fax 253.584.3707 7911 NE 33' Drive, Suite 190 Ph 503.281.7515 Portland, OR 97211 Fax 503.281.7579 FIELD DATA (ASTM C 1314): Date Laid: 4/5/07 Type of Unit HBX - BMU ASTM /UBC Spec: ASTM C-90, IBC Sec. 2105 Size of Unit: 8 X 12 X 16 Unit PSI Req.: 3350 Design F'm: 1500 Date Grouted: 4/5/07 Mortar /Grout as spec: Yes ® No ❑ Air Temp: 64 °F Mortar Temp: 60 °F Grout Temp: 71°F Sample No.: 3 Masonry Prism Test Report Compression Test Machine Information: Diameter of Spherical Seat 7" Req. Upper Bearing Plate Thickness' Req. Lower Bearing Plate Thickness: Inspector. J. Graham Project No.: T6109 Date: 4/5/07 Project Southcenter Mall Parking Garage B Owner. Westfield Corporation, Inc. RECEIVED Engineer. Coughlin Porter Lundeen MAY 0 7 2007 Architect: FSI Architects COMMUNITTYy utvtt"OPMENT Contractor. JTM Construction Permit No.: D06 -073, D06 -135 Mortar Producer. Design Mix Design fcl28 days: 2000 psi Mix Proportions: Cement: Sand: Grout Producer. Stoneway Design fc/28 days: 2000 psi Mix Proportions: Cement 658 lbs Sand: 1997 lbs Remarks/Locations: Brick Masonry Unit Prisms, Constructed to represent BMU walls. Sample #'s 6057 & 6058 exceeded the capacity of the test machine (5/3/07MG). Provided Upper Bearing Plate Thickness: 1.25" Provided Lower Bearing Plate Thickness: 1.25" COMPRESSION TEST RESULTS (ASTM C1314) Pre -Mixed Bag Lime: Water. Gravel: Water. WRA: 3 /8' — 907 lbs 350 lbs Tested by: A. Quiring Reviewed by: Notes: Sketches or photos of prism failure modes are maintained on file with report, and can be viewed on request. AN test' a performed in accordance with applicable ASTM's except C1314, 11.1.3 —"recording field temperature." Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineer& Inc. Legend: CB: Conical Break, CSh: Cone & Shear, CSp: Cone & Split, TB: Tension Break, SCB' Semi-Conical Break, SB: Shear Break, FSS: Face Shell Separation MTE 1210 -3C, Rev 1, 1/10107 MAYES TESTING ENGINEERS, INC. Re CE/Ve o WAY 0 7 20,07 MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 - 135 Page 155 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 - 24 - 07 Weather: Cloudy Inspection: Structural Steel and Epoxy Samples: N/A MTE inspector arrived on site as masons continued to construct BMU /CMU wall at A/5.7 -6. They constructed and grouted top 3 lifts to parapet wal. above level 3. Resteel was properly installed and each lift was properly grouted and mechanically consolidated. Grout was Design Mix Grout properly mixed onsite and placed. Vertical dowels for CMU walls on 5 line/T -Z. Resteel was properly installed in clean, dry holes and secured with Simpson Set 22 epoxy. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 154 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6109 SOUTHCENTER MALL PARI'ING 633 Southcenter Mall Blvd Tukwila, WA D06 - 135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila GARAGE B Cr auivi MT 4 -23 -07 Cloudy Structural Masonry, Post Tension, Precast and Epoxy N/A HAY 0 7 ? Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253 584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503 281 7579 MTE inspector arrived on site and inspected placement of approximately 6 cubic yards of Stoneway Grout Mix #7034 for CMU and BMU walls as follows: Line 6 /A -B; 6 /C -E and 6/F and 6 /G, parapet walls above level 3. Also line N5.7 -6 at level 2. All resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Masons continued to place BMU for wall at A/5.7 l for 2 lifts above level 2. Rested was properly installed, in accordance with approved plans. Eac:i lift was properly grouted with Design Mix Grout, mixed onsite and mechanically consolidated. Inspected installation of CMU vertical dowels on N line 2.8 -4.2 and N14.3 -4.8 and N/5 (main floor). All vertical dowels were properly installed in clean, dry holes and secured with Simpson Set 22 Epoxy. Inspected cutting of PT tendons for level 3, zone 5 PT deck. After cutting, tendon ends were properly capped and grouted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jerry Graham Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. ReCEivEQ NAY 0 y ?O co T6109 0 p SOUTHCENTER MALL PARKING GARAGE B e+vr 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 MTE NO: PROJECT: Address: Page 153 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 4 - 20 - 07 Sunny Post Tension N/A Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected stressing of PT tendons for level 3, zone 5 PT deck. All tendons were properly stressed and elongations were within specified tolerances. Masons constructed BMU walls as follows: Line 6 /A -B, 6/F and 6/G (parapet walls above level 3). Also, line A (5.7 -6 up to level 2). Mortar was prof erly mixed and BMU was properly placed. Workers continued to place precast panels for (lire N/3 -6 on levels 2 and 3). It was discovered that embeds for the level 3 panels on S line are r, islocated. Contractor contacted engineer for repair. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns. Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewod by: INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address* Client: Engineer. Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID: Remarks: Sample Temp. (ASTM C1064) 64 °F Water /Cement Ratio: 0.423 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 54 °F Partly Sunny Concrete Cadman 721154 661281 Initial Storage Temp. (ASTM C31) CONCRETE LABORATORY TEST REPEatinvn NR [Slump (ASTM C143) 4.25" {Placement Location and Notes: i 05/17/07 Inspector(s): Graham, J. Tested by: Quiring, A. Entrained Air (ASTM C231) NR Sample(s) Rec'd: L 28 FIELD DATA ASTM C31 and C172 04/20/07 4x8 Actual Southeast tower stairway and landings levels 1 -3; level 3 columns at N/5.7, N/6 and M /6; closure strip at ramp between levels 2 and 3 at F.5 line. A total of 10 cubic yards were placed. Added 5 gallons of 5 gallons of water allowable. COMPRESSION TEST RESULTS (ASTM C39, C1231. and c617 when applicable) Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Date Made Sample 0 (004/19/07 I 0180 1 2627 04/26/07 1 7 4 x 8 L75815 I L04/19/07 0180 1 2628 05/17/07_112C' 4 x 8 1 [ 04/19/07 1 0180 I L2629 11 05/17/07 128 1 4 x 8 I [04/19/07 0180 1 2630 I I Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water Required Strength: (fc) 5000 psi © 28 days 4.01 I o.00 0.00 RAC -"vet) 10002 E S. Tacoma Way MAY % `oor ph Tacoma 3 .584.3 2 98499 Project No: T6109 Issued on: 04/27/07 Sample Set ID: 13433 Permit # (s): D06 -073 Original: r IZ D06 -135 Revised: 1 Surface 12.63 0.00 0.00) 0.00 Reviewed by: Strength (psi) Break Type NA_f I 6000 Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval or Mayes Testing Engineers, Inc Weight (per cu.yd) 550.0 lbs 1,439.0 lbs 412.0 lbs 1,341.0 lbs 105.0 lbs 39.4 oz 277.0 lbs NA NA I NA PATE 1050 -1C, Rev 2, 10118/ MAYES TESTING ENGINEERS, INC .=d, d. _ - -. Project Name: Site Address: Client: Engineer. Contractor: Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : I Sample Temp. (ASTM CI064) 64°F Water /Cement Ratio: 0.423 Placement Location and Notes: 04/18/07 1 f 9179 -FC1 04/18/07 -FCI I 04/18/07 II 0179 . 11 . 04/18/0711 0179 ] 1 04/18/07 I 1 0 1 7 9 I I 04/18/07 1 1 0179 I I Remarks: Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 45 °F Cloudy Concrete Cadman 720631 661281G [Initial Storage Temp. (ASTM C31) NR I I Slump (ASTM C143) 7.25" 2423 I t 04/20/07 I fl2j [ 4 x 8 _2424 11_04/21/07 ]I uhf _ 4 x8_ 2425 _ I L aan5roi 71 7 1r 4 2426-1 L /16 07.1 [28. ] [ _4 x s 2427 II 05/16/07 11_28 ][ 4 x 8 2428 f 1 05/16/07 j1 28 4 x 8 Inspector(s): Graham, J. Tested by: Taylor, M. CONCRETE LABORATORY TEST REPORT FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM 0231) Sample(s) Recd: 04/19/07 � Quiring, A. Project No: Issued on: T6109 04/25/07 Sample Set ID: 13400 Permit # (s): D06 -073 Original: 41l D06 -135 Revised: i Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water Required Strength: (fc) 5000 psi @ 28 days Set III: PT deck level 3, zone 5 (G- N/1 -3.5). Columns level 3 at H /4, J4, K4, G4, L5 and G45. Topping slab level 1 (4.2 -4.8/M -N). Sampled at 9:53am at 240 cubic yards near L/28. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C817 when applicable) Date Made Sample • Lab I Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Break Type ] [ 4426011 4.001 P12.57 11 3520 ]f - _ x 8 I1.. 78460IC 4:011_12. 11 - 16210 II - lL ILo.00 IL 0.00 I[ I 11 1[ 0.0o 11 0.00 II 71 H( O.00[ PAO If ;I Reviewed by: Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 105.0 lbs 550.0 lbs 1,437.0 lbs 410.0 lbs 1,374.0 lbs 45.0 oz 277.0 lbs NA I' NA 1' NA 1' NA NA NA IRE 1050-1C, Rev 2 10/18/ MAYES TESTING ENGINEERS, INC REC EIVED MAY 0 7 P007 CONCRETE LABORATORY TEST R6' Project Name: Site Address: Client Engineer Contractor. Air Temperature: Weather. Product: Supplier. Ticket Number: MixDesign ID: Sample Temp. (ASTM C1064) 65 °F Water/Cement Ratio: 1 Placement Location and Notes:' Set II: PT deck level 3, zone 5 (G- N/1 -3.5). Columns level 3 at H/4, J4, K4, G4, L5 and G45. Topping slab level 1 (4.2 -4.8 /M -N). Sampled at 6:40am at 95 cubic yards near J -2. Date Made Sample # Lab # Date Tested 17 8 -FG 04/18/07 0178 -Fd 04/18/07 04/18/07 04/18/07 04/18/07 04/18/07 Remarks: 0.402 0178 I 1 0178 I 0178 0178 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 44 °F Cloudy Concrete Cadman 720550 661281G Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 6.5" 1 2417 1 2418 2419 1 2420 1 2421 1 2422 04/20/07 04/21/07 04/25/07 05/16/07 I 05/16/07 05/16/07 Inspector(s): Graham, J. Tested by: Taylor, M. FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR Sample(s) Redd: COMPRESSION TEST RESULTS (ASTM C39 C1231, and C617 when applicable) Size (in) Load (Ibs) Dia (in) Age 2 3 7 I 28I 128 04/19/07 4x8 1 4x8 4x8 4x8 1 4x8 Quiring, A. Actual 45280 82270 I Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water Required Strength: (fc) 5000 psi (a 28 days 4.00 0.00 f 4.01 I 0.00 I 0.00 0.00 Project No: T6109 Issued on: 04/27/07 Sample Set ID: 13399 Permit # (s): D06 -073 orginal: ki D06 - 135 Revised: Surface Strength (psi) 12.57 I I 0.00 1 12.63 I I 0.00 0.00 I 0.00 Reviewed by: 3600 I 6510 Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C -31, 10.1.2 -*recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 106.0 lbs 551.0 lbs 1,438.0 lbs 413.0 lbs 1,381.0 lbs 45.0 a 264.0 lbs Break Type NA NA I NA NA NA NA MTE 1050 -1 Rev 2, 1W181 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 44 °F Cloudy Concrete Cadman 720537 MixDesign ID : 661281G Sample Temp. Initial Storage Temp. (ASTM C1064) (ASTM C31) Air Temperature: Weather: Product: Supplier: Ticket Number : 65 °F NR 1 Water /Cement Ratio: Slump (ASTM C143) 0.400 6.75" Placement Location and Notes: Date Made Sample* Lab A 04/18/07 1 b 177 -Fri l 2411 04/18/07 110177-R:11 241 04/18/07 II 017.11 2413 04/18/0 . 1 1 0177 I 1 2414 04/18/0711 0177 11 2415 04/18/07 I 1 0177 11 2416 ... ,. � - • . _ O MM UHgY CONCRETE LABORATORY TEST RE Tested by: Taylor, M. FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) RE CEIVE MAY 0 71007, CO Revised: I1 Actual Mix Proportions: Ingredient Cement Slag Cement –Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water NR Sample(s) Recd: �s- 04/19/07 Required Strength: (fc) 5000 psi @ 28 days Remarks: �4 Inspector(s): Graham, J. Quiring, A. Reviewed by: Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -"recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6109 Issued on: 04/25/07 Sample Set ID: 13398 Permit # (s): D06 -073 Original: Ids D06 -135 Weight (per cu.yd) 107.0 lbs 551.0 lbs 1,432.0 lbs 410.0 lbs 1,378.0 lbs 44.7 oz 263.0 lbs Set I: PT deck level 3, zone 5 (G- N/1 -3.5). Columns level 3 at H /4, J4, K4, G4, L5 and G45. Topping slab level 1 (4.2- 4.8 /M -N). Sampled at 5:37am at 33 cubic yards near G1. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type I( 04/20/0_7_1 1 I 4 x 8 II 49200 1[4.00 11 12.57 11 3920 II NA I• II 04/21/it [3JI 4x8 JI 11 0.00_][_o.00_J1 II NA ;• 1 1 04/25/07 I I ._ 4 x 8_ _11 78200 [4.01_1[12.63 .11 6190 11 NA I I o5 /1s /off =][ .. �( o.00lro.00 II NA 1 105/16/07�r28 28 1r 1 [ 4 x6 X6 1[__110.00.11 0.00 jl NA (I. 05/16/04 1 _4 x 8 11 r 0.00_ 11 0.00 11 _ _ I I NA MTE 1050-10, Rev 2, 10/1ar RECEIVED MAYES TESTING ENGINEERS, INC )M,qy, 0.7 2001 CONCRETE LABORATORY TEST REPO ENr Project Name: Site Address: Client: Engineer. Contractor. Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 61 °F Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 53 °F Cloudy Concrete Cadman 715706 661281 �I Initial Storage Temp. (ASTMC31) NR Water /Cement Ratio: ` I Slump (ASTM C143) 0.413 5.5" Inspector(s): Graham, J. Tested by: Taylor, M. FIELD DATA ASTM C31 and C172 _ Actual Entrained Air (ASTM C231) NR Sample(s) Rec'd: 03/31 /07 Tacoma 10029 S. Tacoma Wav Suite E -2 Tacoma WA 98499 ph 251584.3720 fax 253.584.3707 Project No: T6109 Issued on: 04/27/07 Sample Set ID: 13274 Permit # (s): D06 -073 ,il D06 -135 II Original: Revised: Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water Required Strength: (fc) !Placement Location and Notes: 5000 psi ig 28 days Post tension ramp: Level 2 - Level 3 (3-4 / G -K.5); closure strips: Level 2: F.5 line / 1 -3 and 4-6; 3.2 / K.5-N. 60 cubic yards total was placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 1 03/30/07 1 1 0 1 7 0 11 1927 I I . 04/06/07 _I [ 7 1[ 4 x 8 I [ 78620 4.01 1112.63_I I ._ 6230 I I NA I' 03/30/07 1 1 0 1 7 0 1 1 I 1 04727/07 1 1 281 L 4 x 8 J 1 101510 1 1 4 . 0 0 [ [ 1 2 . 5 7 J 1 8080 I I NA " 1 03/30/07 1 1 0 1 7 0 ] 1 1 9 2 9 I 1 04/27/07 IL 2811 4 x 8 11 103880 J L 400 11 12.57. I I 8270 H NA !' 1 03/30/07 11 0170 11 1930 11 04/27/07 11_28 [ 4 x 8 1 [102605 I[ 4.00 11 12.57 11 8170 H NA Remarks: Reviewed by: Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Weight (per cu.yd) 553 0 lbs 1,433.0 lbs 414.0 lbs 1,342.0 lbs 105.0 lbs 39.9 oz 272.0 lbs MTE 105041 C. Rev 2 101181 MAYES TESTING ENGINEERS, INC Project Name: Site Address' Client Engineer: Contractor: Air Temperature: Weather, Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 55 °F {Water /Cement Ratio: 0.310 Placement Location and Notes: i Set III: Level 3, zone 3, post tension deck (A -F.5 / 1 -3). This truck was from Bellevue Plant. Sampled at 302 cubic yards of 420 total cubic yards at 8:45am, near C / 2.5. 3000 PSI required to stress. Date Made Sample # 111)3/29/07_1 03/29/07 ',0169 -FC 103/29/07 10169 -Fd 03/29/07 L0329/07 L0329/07 0169 f 03/29/07 0169 0169 0169 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 47 °F Clear Concrete Cadman 715105 661281 Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 7.75" Lab # 1 03/30/07 1865 I 1866 I 1867 1868 1 1869 1870 1871 RECEIVED ( MAY 0 7 2007 COMMUNITY CONCRETE LABORATORY TEST RMENT COMPRESSION TEST RESULTS (ASTM C39, C1231, and 0317 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 03/31/07 04/26/07 04/26/07 1 04/26/07 Remarks: FC: Sample #1867 Discarded Inspector(s): Graham, J. Tested by: Quiring, A. Entrained Air (ASTM C231) Sample(s) Rec'd: 1 I2 04/01/07 [31 04/05/07 7 28 28 28 FIELD DATA ASTM C31 and C172 NR 03/30/07 4x8 II 25165 4x8 4x8 4x8 4x8 I 4x8 4x8 Lampkin Jr Actual ( Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water 47120 I 68575 97475 102835 I 99860 Required Strength: (Tc) 5000 psi @ 28 days 4.00 I 4.00 L0.00 I 4.00 1 4.01 4.01 4.01 12.57 12.57 f 0.00 12.57 12.63 12.63 12.63 J Reviewed by: Project No: T6109 Issued on: 04/27/07 Sample Set ID: 13258 Permit # (s): D06 -073 Original: [[ J D06 -135 Revised: 3750 I 5460 7720 8140 7910 Weight (per cu.yd) 550.0 1,464.0 413.0 1,314.0 104.0 35.0 203.0 Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 lbs lbs lbs lbs lbs oz lbs Surface Strength (psi) Break Type I 2000 (I NA 1 NA L NAJ" NA NA I" NA NA MTE 1050.1C, Rev 2, 101181 MAYES TESTING ENGINEERS, INC RECEIVED MAY 0 7 2007 CONCRETE LABORATORY TEST Rafa E Project Name: Site Address' Client: Engineer. Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : I Sample Temp. (ASTM C1064) [Water /Cement Ratio: 0.343 Placement Location and Notes:II Set I: Level 3, zone 3, post tension deck (A -F.5 / 1 -3). Sampled at 33.5 cubic yards of 420 total cubic yards at 5:26am, at beam at C / 1.8. 3000 PSI required to stress Date Made Sample* Lab • 103/29/07 167 - b167 -FCj l 1852 I L 03/31/07 L0/29/07 b167 -FC 1 03/29/07 L03/29/0 7j 03/29/07 3/29/07 52 °F 1 0167 I 0167 0167 I 0167 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 42 °F Clear Concrete Cadman 714996 661281 Initial Storage Temp. (ASTM C31) [Slump (ASTM C143) 7.5" 1851 1853 1 1854 1 1 1855 1856 1 1857 NR 03/30/07 04/01/07 1 04/05/07 04/26/07 04/26/07 I 04/26/07 Remarks: FC: Sample # 1853 Discarded. Inspector(s): Graham, J. Tested by: Quiring, A FIELD DATA ASTM C31 and C172 I Actual Entrained Air (ASTM C231) NR Sample(s) Recd: 1 03/30/07 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 1 2 1 3 7 28 I 28 I [ 2 J 4x8 1 1 4x8 4x8 I 4x8 4x8 4x8 J Lampkin Jr L251851 1 47050 I L 77530 101240 104265 1101475 Project No: T6109 Issued on: 04/27/07 Sample Set ID: 13256 Permit # (s): D06 -073 Original: . D06 -135 Revised: Mix Proportions: Ingredient Cement Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fly Ash Glen 3030 Water Required Strength: (fc) 5000 psi @ 28 days I 4.00 I 4.00 I 0.00 1 4.00 I 1 4.01 1 4.01 4.01 I Surface Strength (psi) Break Type 12.57 1 12.57 0.00 1 12.57 1 12.63 I 12.63 I 1 12.63 Reviewed by: 1 2000 1 3740 1 6170 I 8020 8260 8030 Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM SW. All testing performed in accordance with applicable ASTM's except 0 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 553.0 lbs 1,306.0 lbs 606.0 lbs 105.0 lbs 40.5 oz 226.0 lbs NA 1 NA NA I NA I I NA NA NA MIE 1050 -1C. Rev 2, 10/18/ MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: Sample Temp. I (ASTM C1064) Water /Cement Ratio: 1 Placement Location and Notes: 03/27/07 03/27/07 03/27/07 03/27/07 Remarks: 63 °F 0.463 1 0166 II 1791 1792 I 0166 0166 0166 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 52 °F Cloudy Concrete Cadman 714461 631081R Initial Storage Temp. (ASTM C31) 1793 NR `Slump (ASTM C143) 5.5" 04/03/07 1 04/24/07 04/24/07 I 1794 I 1 04/24/07 Inspector(s): Graham, J. Tested by: Taylor, M. FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR Sample(s) Rec'd: 7 28 28 28 03/28/07 L 4x8 1 4x8 4x8 4 x 8_J Actual L 78170 1057101 105170 105805 14.001 4.00 4.00 I Reviewed by: 4 Project No: Issued on: Sample Set ID: Revised: fl Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate Coarse Aggregate Fine Aggregate Fly Ash Glenium Water WRA Required Strength: (fc) 5000 psl @ 28 days Level 2: Shear wall at 1/H-J; columns at J.8/1, K/1.2 and H/2, with 16 total cubic yards placed. Permit # (s): D06 -073 Original: ,2 D06 -135 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample I Lab I Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type L4. ooJ 1 12.57 II 6220 12.57 12.57 12.57 8410 I 8370 8420 Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not he reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 04/24/07 13241 RECEIVED MAY 0 7 2007 DEVELOPMENT MENNT Weight (per cu.yd) 517.0 lbs 423.0 lbs 1,466.0 lbs 1,368.0 lbs 86.0 lbs 10.1 oz 279.0 lbs 27.6 oz NA NA NA NA MTE 1050 -1C, Rev 2, 10/18/ Lab No. Date Tested � Grouted Yes No Fedor Total Load (lbs) Net Area (Sq. In). . Strength (psi) PSI /With H/T Factor Type of Fracture 6053 4/10/07 7 X 1.79 .9412 267610 106.18 2520 2370 CSh 6054 5/1/07 28 X 1.84 .9552 333300 103.23 3229 3085 CSh 6055 5/1/07 28 X 1.86 .9608 350000+ 103.17 3392 3260 N/A 9 . MAYES TESTING ENGINEERS, INC 917 130 St. SW, Suite A -1 Ph 425.742.9360 Everett, WA 98204 Fax 425.745.1737 10029 S. Tacoma Way, Suite E -2 Ph 253.584.3720 Tacoma, WA 98499 Fax 253.584.3707 7911 NE 33'" Drive, Suite 190 Ph 503.281.7515 Portland, OR 97211 Fax 503.281.7579 Masonry Prism Test Report FIELD DATA (ASTM C 1314): Date Laid: 3/29/07 Type of Unit N -1 CMU ASTM /UBC Spec: ASTM C -90, IBC Sec. 2105 Size of Unit: 12X8X16 Unit PSI Req.: 1900 Design Pm: 1500 Date Grouted: 4/3/07 Mortar /Grout as spec: Yes ® No ❑ Air Temp: 35 °F Mortar Temp: 58 °F Grout Temp: 63 °F Mortar Producer. Design Mix Design fc/28 days: 1800 psi Mix Proportions: Cement: Sand: Grout Producer: Stoneway Design fc/28 days: 2000 psi Mix Proportions: Cement 658 lbs Sand: 1997 lbs Remarks/Locations: Prisms were properly constructed & grouted, representing walls constructed. Sample # 6055 exceeded the load capacity of the test machine (5/1/07MG). Sample No.: 2 Compression Test Machine Information: Diameter of Spherical Seat: 7" Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Inspector: J. Graham Project No.: T6109 Date: 4/3/07 Project: Southcenter Mall Parking Garage B Owner. Westfield Corporation, Inc. Engineer. Coughlin Porter Lundeen Architect FSI Architects Contractor. JTM Construction Permit No.: D06 -073, D06 -135 RECEIVED MAY 0 7 2007 C OMMUNITY DFVE1 GREEN Provided Upper Bearing Plate Thickness: Provided Lower Bearing Plate Thickness' COMPRESSION TEST RESULTS (ASTM C1314) Pre -Mixed Bag Lime: Water: Tested by: A. Quirinq Reviewed by: Gravel: 3/8" — 907 lbs Water: 350 lbs WRA: 1.25" 1 25" Notes: Sketches or photos of prism failure modes are maintained on file with report, and can be viewed on request. All testing performed in accordance with applicable ASTM's except 01314, 11.1.3 — "recording field temperature? Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Legend: CB: Conical Break, CSh: Cone & Shear, Csp: Cone & Split, TB: Tension Break, SCB: Semi - Conical Break, SB: Shear Break, FSS: Face Shell Separation MTE 1210.3C, Rev 1, 1/10/07 MAYES TESTING ENGINEERS, INC. f CF O %kJ:" NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: 006 -135 Page 152 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 -19 -07 Weather: Partly Sunny Inspection: Reinforced Concrete, Structural Masonry and Precast Samples: (4) 4 x 8" Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 10 cubic yards of Cadman Concrete Mix # 661281 for the following. Southeast tower, stairway and landings; levels 1 -3, level 3 columns at N/5.7, N/6 and M/6 and closure strip at ramp between levels 2 and 3 (F.5/3 -4). All resteel was properly installed, in accordance plans and details. Concrete was properly placed and mechanically consolidated. Inspected placement of Design Mix Fine Grout, nhxed onsite for BMU walls as follows: Line 6 /A- B, F and G (top 2 5'-4" lifts) and line N5.8 -6 (3 and 4"' lifts). All resteel was properly installed in accordance with approved plans. Grout was properly mixed, placed and mechanically consolidated. Precast wall panels were installed on line 1 and line A for levels 2 and 3. PT tendons for level 3, zone 4 PT deck were properly cut today. Care was taken not to damage anchors. Tendon ends were capped and grouted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. �RF CFV D MTE NO: T6109 c 3Q ?m PROJECT: SOUTHCENTER MALL PARKING GARAG�43 MV I Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 151 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila 4 -18-07 Cloudy Reinforced Concrete, Post Tension and Structural Masonry (18)4x8" Reviewed by: INSPECTORS: Jerry Graham Alex Quiring Everett Office 917434th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253 584.3707 Portland Office 7911 NE 33rd Odve Suite 190 Penland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 345 cubic yards of Cadman Concrete Mix # 661281G for the following: Level 3, zone 5 PT deck (F.5- N/1 -3). All resteel and PT tendons were properly installed and were maintained during placement. Concrete was properly placed and mechanically consolidated. Concrete was also placed for level 3 columns at G /4, H /4, J /4, K/4 and U4 and level 1 topping slab at stairway at M.2- N/4.2 -4.8. All concrete and resteel was properly placed. Inspected placement of Design Mix Fine Grout mixed onsite for BMU walls as follows: Line 6 /A -B and at F and G (3 5'-4" lift); and line N5.8 -6 (2" 5-4" lift). All resteel was properly installed, in accordance with approved plans. Grout was pror 'rly mixed, placed and mechanically consolidated. Precast panels were installed for lavels 2 and 3 on line 6 /A -N. Panels were temporarily secured and will be completed later. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Dennis Sanborn, Branch Manager Everett Office R 917-134th Street SW Suite A -1 ._ . - _._ _._._.._, a - ,, - Everett, WA 98204 eh _ ph 425.742.9360 T6109 ,T • v fax 425.745.1737 Tacoma Office SOUTHCENTER MALL PARKING GARAGE o 7 0 10029 S. Tacoma way 633 Southcenter Mall Blvd LN �J Suite E -2 Tukwila, WA Ato Tacoma, WA 98499 ' �T ph 253 584 3720 D06 -135 fax 253.584.3707 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 150 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: MTE inspector arrived on site and performed preliminary visual inspection of staircase B2 in parking garage B. MTE noted the following areas of concern: 1. Four tube steel columns (3x3x1/4 ") have splices in them. 2. Handrail stations only partially welded to :- aircase. 3. Tension control bolts not snapped off. 4. No bar washers over long slotted holes. PRELIMINARY: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 4 -18 -07 Sun Structural Steel N/A cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Mat Taylor Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address' PERMIT NO: Page 149 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: cc: Patrick Bums, WeWiield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila T6109 SOUTHCENTER MALL PARKING 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 4 -17 -07 Cloudy Structural Masonry and Reinforced Concrete N/A Everett Office 917 -134th Street SW Suite A - Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite and performed walk through inspection of level 3, zone 5 PT deck. The following items need to be addressed: Column hook bars were cut at G /1. Fix with couplers and lap bars per SK-44. Concrete at shear wall at S and N/2.8 is too high. Concrete should be chipped and dowels should be installe n I as per sketch SK-45. Conduit near N/3 needs to be readjusted, so that they cross in diffr; rent locations. Also, resteel should be installed as per 10/S3.14. Top steel is missing r ver beams. Closure strip resteel needs to be completed. Add resteel around plumbing sleew.s. Adjust tendons between L.8 -M /from 2 -3. Add shear walls dowels for CMU on line 1. Add corner bars (per 17/S3.13) at 3 /N. CMU and BMU continued to be installed on 6 line, level 2. PRELIMINARY: Items noted above in PT deck inspection, were properly completed before placement, including: Bar couplers at G/1 were properly installed. At S and N/2.8; concrete was chipped down. Resteel dowels were properly installed in clean, dry holes and secured with Simpson Set 22 Epoxy. INSPECTOR: Jerry Graham Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 148 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 4 -16 -07 Overcast Structural Steel N/A MTE inspector arrived on site and reviewed structural drawings and verified WABO welding certification for Russell J. Doherty (SMAW and FCAW). Performed visual inspection of weld on inside cutout of additional plate added to embed per RFI 0159. (Inspection was performed with small mirror and flashlight through a small hole, approximately 2 "x2" cut in outside wall of tube steel).. Work performed appears to be in accordance with plans and AWS /D1.1 -2004. Note: MTE also performed visual inspection (preliminary) of welds on staircase 2B (unit is only partially welded). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Marlin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila i40 cF � V Fp T6109 0 414 , 7 SOUTHCENTER MALL PARKING GARAGE B"r Reviews rf by: INSPECTOR: Mat Taylor Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281 7515 fax 503 281 7579 Dennis Sanborn, Branch Manager Everett Office / /{/p�FCF / Vr 917-134th Street SW Suite A-1 ... ' 30 C D Eh r W 5342.9360 98204 MAYE TESTING ENGINEERS, INC. fax 425.745.1737 MTE NO: T6109 O C �M ? OOIi PROJECT: SOUTHCENTER MALL PARKING GARAGE B UN axana 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tukwila, WA Tacoma, WA 98499 ph 253.584.3720 PERMIT NO: D06 -135 fax 253.584.3707 Portland Office Page 147 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects tax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 -16 -07 Weather: Cloudy Inspection: Structural Masonry and Post Tension Samples: N/A MTE inspector arrived on site as work continued en level 3, zone 5 PT deck. Resteel and tendons were completed for beams for this deck. Workers were installing deck tendons and resteel. Masons continued building BMU and veneer walls on line 6. The BMU wall on 6 line /A -B (up to 2 floor) and veneer wall on line 6 /C -E (up to 5' above 2 floor) was properly constructed. Clips for veneer walls were properly installed, in accordance with approved plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 146 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: MTE inspector arrived on site and inspected completion of stressing of PT tendons for level 3, zone 4 PT deck. All tendons were properly stressed and elongations were within specified tolerances. T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA 006 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 4 -14 -07 Cloudy Post Tension N/A To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewc tl by: RECEIVED APR 2 4 2087i COMMUNITY DEVELOPMENT INSPECTOR: Jerry Graham �r R Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis SanborrXBranch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PAWING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 145 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 -13-07 Weather: Overcast Inspection: Structural Steel Samples: N/A MTE inspector arrived on site and performed visual inspection of welding at grid 1 /A, level 3 embed fix (RFI 0159). Welding appears to be acceptable. Note: Weld that is inside (cutout to weld added plate to embed, is not visually accessible). Preliminary inspection, dependent on engineers tecision on weld that is not visible. PRELIMINARY: cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FS? Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: RECEIVED 'APR 2 4 20Qh CEEVELon INSPECTOR: Mat Taylor Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503 281 7579 ennis Sanborn nch Manager MAYES TESTING ENGINEERS, INC. RECEIVED APR 2 4 2001 COMMUNITY MTE NO: T6109 OEVE OPt4ENT PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 - 135 Page 144 Owner: Westfield America Architect: FSI Architects Engineer Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 - 13 - 07 Weather: Cloudy Inspection: Post Tension Samples: N/A Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected stressing of level 3, zone 4 PT deck. All distributed tendons and tendons for beams at G/6 and H/6 were properly stressed and elongations were within specified tolerances. Remaining tendons will be stressed tomorrow. Masons were placing BMU and brick veneer for the 4 lift of walls on 6 fine. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Reviewed by: `411 , Branch Manager MAYES Everett Orrice TESTING ENGINEERS, INC. R 2 4 200TH 917 -134th Street SW Suite A-1 COMMUNITY Everett, WA 96204 D ANT ph 425.742.9360 MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 143 Owner: Westfield America Architect: FSI Architects Engineer Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 -12 -07 Weather: Cloudy Inspection: Structural Masonry and Reinforced Concrete Samples: (4) 4 x 8" RECEIVED fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 2 cubic yards of Stoneway Grout Mix #7034 for the 3 rtl lift of BMU walls as follows: Line 6 /A -B, C -E at F and G. All resteel was properly installed in accordance with approved plans. Grout was proper placed and mechanically consolidated. Inspected placement of 8 cubic yards of Cadman Concrete Mix # 661281G for level 3 closure strip /zone 2 to zone 3 and level 2 curb walls at A/2.8 -3; A/1.3 -1.4 and 1/A.8 -A.9. All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Reviewed by: �C-- Dennis Sanbor ranch Manager RECEIVED MAYES TESTING ENGINEERS, INC. !APR 2 4 20071 COMMUNITY ....r..... _...___.. . DEVELOPMENT MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 142 Owner: Westfield America Architect: FSI Architects Engineer Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 -11 -07 Weather: Sunny Inspection: Resteel and Post Tension Samples: (24) 4 x 8" MTE inspector arrived on site and inspected placement of approximately 459 cubic yards of Cadman Concrete Mix # 661281G for the level 3. zone 4 PT deck. All resteel and PT tendons were properly maintained during placement. Concrete was properly placed and mechanically consolidated. Cadman Concrete consistently batched concrete at 8 "+ for last 150 -200 cubic yards of placement. Engineer approval is for 7" maximum slump. Masons' placed BMU for 3 lift of walls on line 6 /A -B; C -E; F and G To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc Patrick Burns, Westfield America Mike Napotitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTORS: Jerry Graham Espy Lampkin Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 5. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Reviewed by: 141 Dennis Sanborrnch Manager MAYES REc Everett Office TESTING ENGINEERS, INC, E IvE 2007 sit -,34th Street SW _...__._ y.._.,. � _ " ' L OQI Everrett, WA 98204 COMMt)NI ph 425.742.9360 n' fax 425.745.1737 MTE NO: T6109 D LOMENT PROJECT: SOUTHCENTER MALL PARKING GARAGE B Tacoma Office S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tukwila, WA Tacoma, WA 98499 ph 253 584 3720 PERMIT NO: 006 -135 fax 253.584.3707 Portland Office Page 141 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 -10 -07 Weather: Partly Sunny Inspection: Structural Masonry and Post Tension Samples: N/A MTE inspector arrived on site and performed wa!:k through inspection of level 3, zone 4 PT deck, with structural engineer. The following was noted: 1. Top reinforcing missing over beams. 2. Conduit needs to be moved away from tendons. 3. Tape tendon ends where sheathing is removed more than 2 ". 4. Add resteel around plumbing sleeves. 5. Finish installing resteel along ramp. 6. Add CMU dowels for walls. Adjust embed at M.5/4 for plumbing. 7. Finish installing chairs for bottom mat. 8. Replace cut column /slab hook bars as needed at 6/B and D. Inspected placement of approximately 4 cubic yards of Stoneway Grout Mix #7034 for BMU walls on line 6 at A -B; C -E, F and G (all 2 lift). All resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. CORRECTIVE ACTIONS TAKEN: All items noted above for level 3, zone 4 PT deck was completed prior to concrete placement. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson. City of Tukwila INSPECTOR: Jerry Graham Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED MTE NO: PROJECT: Address: PERMIT NO: Page 140 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: • Samples: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila APR 2 4 2007i T6109 COMMUNLW DEVELOPMENT SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 4 - 9 - 07 Cloudy Structural Masonry and Post Tension N/A Reviewed by: INSPECTOR: Jerry Graham Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for inspection of ongoing work. Masons were placing BMU for 2 lift on 6 line /A -B, C -E, F and G. Also, brick veneer was placed for 2 lift on N6-5.8, 5.2 -4.8, 4-4.2 and 2.5 -3. Resteel and tendons were still being installed for level 3, zone 4 PT deck. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather. Product Supplier. Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) 04/12/07 I 04/12/07 I Remarks: 62 °F Water /Cement Ratio:1 [Slump (ASTM C143) 0.406 Date Made Sample # 004/12/0)7 I p4/12/07 I 1 0176 I 1 0176 0176 I 0176 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 43 °F Cloudy Concrete Cadman 719208 661281G Initial Storage Temp. (ASTM C31) Placement Location and Notes: 2276 L2277 II 05/10/07 I 1 2278 1 2279 NR 4.25" 04/19/07 05/10/07 I 05/10/07 I Inspector(s): Graham, J. Tested by: Quiring, A CONCRETE LABORATORY TEST REPORT Entrained Air (ASTM C231) I7 128 128 128 FIELD DATA ASTM C31 and C172 NR Actual Sample(s) Rec'd: 04/13/07 Required Strength: (Pc) 5000 psi @ 28 days Level 3 closure strip between zones 2 and 3 (3- 4 /A -F.5). Level 2 curb walls A/2.8 -3; A/1.3 -1.4 and 1/A.8 -A.9. Total of 8 cubic yards placed. Added 5 gallons of water on site of 5 gallons allowable. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 1 4x8 I 1 4x8 1 4x8 1 4x8 I 88370 1 4.00 0.00 I 0.00 0.00 RECEIVED APR 2 4 2001' Tacoma 10029 S. Tacoma Wav COMMUNITY Suite E -2 DEVELOPMENT Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6109 Issued on: 04/19/07 Sample Set ID: 13364 Permit # (s): D06 -073 Original: 006 -135 Revised: ❑ Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water 12.57 0.00 I 0.00 I 0.00 Reviewed by: 7030 nnis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc, Weight (per cu.yd) 105.0 lbs 552.0 lbs 1,431.0 lbs 412.0 lbs 1,366.0 lbs 44.5 oz 267.0 lbs NA NA NA NA • WE 1050-1C, Rev 2, 1091W MAYES RECEIVED TESTING ENGINEERS, INC APR 2 4 20011 D CONCRETE LABORATORY TEST iT ENr Project Name: Site Address: Client: Engineer: Contractor. Air Temperature: Weather: Product Supplier. Ticket Number : MixDesign ID: Sample Temp. I (ASTM C1064) Water /Cement Ratio: Date Made Sample S 1 04/11/07 1 04/11/07 I 04/11/07 I L04/11/07 I Remarks: 607 0.428 Lab 0 2186 1 2187 0175 2188 l ( 2189 0175 0175 1 0175 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 58 °F Clear Concrete Cadman 661281 661281G Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 8.25" [Placement Location and Notes: Set IV: Level 3, zone 4 PT deck (F.5- N/3 -6). Sampled at 448 of 459 cubic yards at 12:02pm, near M /3.5. 3,000 psi required to stress • *Excessive slump approved by Cadman QC only. 04/18/07 I 05/09/07 05/09/07 ( 05/09/07 I Inspector(s): Graham, J. Tested by: Taylor, M. I Sample(s) Rec'd: I COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) I7I 128 1281 28 FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR 04/12/07 1 4x8 4x8 1 4x8 4x8 1 Lampkin Jr Actual 74680 Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water Required Strength: WO 5000 psi @ 28 days 4.01 I 0.00 I 0.00 0.00 Project No: T6109 Issued on: 04/20/07 Sample Set ID: 13341 Permit # (s): D06 -073 Original: ) 006 -135 Revised: ❑ Surface L12.63J 0.00 I I o.00 I ( 0.00 Reviewed by: Strength (psi) 5910 Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 105.0 lbs 551.0 lbs 1,440.0 lbs 412.0 lbs 1,365.0 lbs 48.0 oz 281.0 lbs Break Type NA NA NA I MTE 1050.1C, Rev 2, 10/18/ MAYES TESTING ENGINEERS, INC APR 2 4 2001' alywa c - , p CCOMM COMMUNITY CONCRETE LABORATORY TEST REPORT Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. L (ASTM C1064) 56 °F [Water /Cement Ratio: 0.425 Date Made Sample # Lab # 04/11/07 04/11/07 1 0174 I 1 0174 I 1 0174 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 44 °F Clear Concrete Cadman 718662 661281G i Initial Storage Temp. Entrained Air (ASTM C31) (ASTM C231) NR NR Slump (ASTM C143) 2182 1 2183 2185 8" [Placement Location and Notes: Set III: Level 3, zone 4 PT deck (F.5- N/3 -6). Sampled at 302 of 459 cubic yards at 9:10am, near H /5. 3,000 psi required to stress "Excessive slump approved by Cadman QC only. 04/18/07 PO4/11/07 1 0174 I 2184 05/09/Or 281 1 05/09/07 Remarks: 05/09/07 1 Inspector(s): Graham, J. Tested by: Taylor, M. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) 7 1 28 1 28 FIELD DATA ASTM C31 and C172 Sample(s) Rec'd: 04/12/07 4x8 1 4x8 4x8 4x8 Lampkin Jr Actual 87770 I RECEIVED Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water Required Strength: (f c) 5000 psi (a 28 days 1 4.01 1 I o.0ol Loma 1 1 0.00 Reviewed by: A`a Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: © D06 -135 Revised: H12.63 I 0.00 0.00 0.00 1 6950 Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 04/20/07 13340 Weight (per cu.yd) 105.0 lbs 551.0 lbs 1,435.0 lbs 412.0 lbs 1,365.0 lbs 48.0 oz 279.0 lbs Break Type NA 1 NA NA NA I PETE 1050.1C. Rev 2, 10/18/ MAYES CAR 2 4 2 RECEIVED TESTING ENGINEERS, /NCAPR 2 4UUT Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : j Sample Temp. (ASTM C1064) ;Water /Cement Ratio: 'Placement Location and Notes: Date Made L04/11/07 04/11/07 I 04/11/07 Sample a 0173 0173 0173 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 40 °F Clear Concrete Cadman 718583 661281G Initial Storage Temp. Entrain Air (ASTM C31) I (ASTM C231) 58 °F NR NR Slump (ASTM C143) Lab a 2178 , 2179 f 2180 I_04/11/07 IL 0173J22181 I Remarks: 04/18/07 05/09/07 05/09/07 05/09/07 Inspector(s): Graham, J. Tested by: Taylor, M. CONCRETE LABORATORY TER�tEPOR 128 L 28 FIELD DATA ASTM C31 and C172 4x8 1 4x8 Lampkin Jr Actual Sample(s) Recd: 0.396 7.25" 04/12/07 Required Strength: (fc) 5000 psi @ 28 days Set II: Level 3, zone 4 PT deck (F.5- N/3 -6). Sampled at 148 of 459 cubic yards at 7:10am, near M/5.5. 3,000 psi required to stress COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) 92005 4x8 I 4x8 1L Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water x4.01 0.00 0.0 I 0. 00 I Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: v 006 -135 Revised: [I 12.63 0.00 I 0.0 0.00 Reviewed by: I 7290 NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98498 ph 251584.3720 fax 253.584.3707 T6109 04/19/07 13339 Weight (per cu.yd) 105.0 lbs 551.0 lbs 1,435.0 lbs 411.0 lbs 1,371.0 lbs 48.0 oz 260.0 lbs J Break Type NA NA H" NA J L -NA ennis Sanborn Branch Manager /ATE 1050 -1C, Rev 2, 10/18/ RECEIVED MAYES TESTING ENGINEERS, INC "APR 2 4 20014 DEVELOPMENT CONCRETE LABORATORY TEST REPORT Project Name: Site Address: Client Engineer. Contractor. Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) I Water /Cement Ratio:' [Placement Location and Notes: Date Made L04/11/07 I 04/11/07 1 04/11/07 1 04/11/07 Remarks: 60 °F 0.400 Sample tM Lab it 0172 0172 0172 0172 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 45 °F Clear Concrete Cadman 718565 661281G Initial Storage Temp. (ASTM C31) 1 2174 2175 2176 2177 NR Slump (ASTM C143) I 6.5" 04/18/07 05/09/07 05/09/07 1 05/09/07 Inspector(s): Graham, J. Tested by: Taylor, M. FIELD DATA ASTM C31 and C172 I 171 28 I28I 128 Entrained Air (ASTM C231) NR Sample(s) Rec'd: 04/12/07 4x8 I 4x8 1 4x8 1 4x8 Lampkin Jr Actual 87765 I 4.01 I 0.00 0.00 0.00 Reviewed by: Project No: Issued on: Sample Set ID: Permit # (s): 006 -073 Or gina�: �i] D06 -135 Revised: I Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Glen 3030 Water Required Strength: (fc) 5000 psi @ 28 days Set I: Level 3, zone 4 PT deck (F.5- N/3 -6). Sampled at 43 of 459 cubic yards at 5:50am, near J /6. 3,000 psi required to stress. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 1 12.63 0.00 0.00 I 0.00 6950 Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. Tacoma 10029 S. Tacoma Wav Suite E•2 Tacoma WA 98499 ph 253.5843720 fax 253.584.3707 T6109 04/20/07 13338 Weight (per cu.yd) 105.0 lbs 548.0 lbs 1,430.0 lbs 412.0 lbs 1,369.0 lbs 45.0 oz 261.0 lbs NA I NA I NA NA I PATE 1050-1C. Rev 2, 10/19/ MAYES TESTING ENGINEERS, INC RECEIVED =mar =F - APR 2 4 2007 CONCRETE LABORATORY TEST O �tHPE9 Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sa mple Temp. (ASTM C1064) 58 °F [Water /Cement Ratio: 0.399 [Placement Location and Notes: Set III: Level 3, zone 2 post tension deck (A -F.5 / 3.8 -6). Sampled at 314 cubic yards of 396 total cubic yards, near E / 4.2. Need 3000 psi strength to stress. 8 gallons of water added of 8 allowable. Date Made Sample I 03/21/07 01165 -Fq ;0165 -FC /21/07 11_0165 03/21/07 1 03/21/07 L03/21/07 I 53/21/07 Remarks: 1 0165 0165 I 0165 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 42 °F Sunny Concrete Cadman 712682 661281 Initial Storage Temp. (ASTM C31) L Slump (ASTM C143) � Sample(s) Recd: Lab I 1692 1 1693 1 1694 11 03/28/07 I 1 1695 1696 1 1697 I NR 6.75" 03/23/07 03/24/071 04/18/07 Inspector(s): Graham, J. Tested by: Taylor, M. FIELD DATA ASTM C31 and C172 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) L2 J ( 31 7 NR 03/22/07 4 x 8 I 26425 11 4.01J 4 x81( 96230 11_4.01 I 4x8 L2J I 4 x 81 118690 I 04/18/07 I L28J 1 4 x 8 1 120195 J 4.01 12.63) 9520 NA * 04/18/07 riCI 4 x 8 1 H 81� r 4.01 1 L 12.63 1 9350 11 NA I• Lampkin Jr Actual Mix Proportions: Ingredient Cement — Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Non Chloride Accelerator Water Required Strength: (fc) 5000 psi @ 28 days ( 0.00 I 4.01 Surface 1 12.63 0.00 12.63 12.63 I Reviewed by: Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: ,, 006 -135 Revised: El Strength (psi) L 2090 1 7620 1 I 9400 ennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 04/19/07 13215 Weight (per cu.yd) 551.0 lbs 1,435.0 lbs 415.0 lbs 1,345.0 lbs 105.0 lbs 35.9 oz 41.0 oz 262.0 lbs Break Type 1—NA —_I • NA NA I NA PATE 1050 -1C, Rev 2, 10/181 MAYES TESTING ENGINEERS, INC APR 2 4 2011 � CONCRETE LABORATORY TEST REPORT Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : Date Made L03/21/07 1 03/21/07 03/21/07 Sample # 16 4-F ;0164 -F 0164 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 35 °F Sunny Concrete Cadman 712612 661281 S Initial Storaemp. (ASTM ample C1 Temp. (ASTM ge C31 58 °F NR [Water /Cement Ratio: [ Slump (ASTM C143) 0.392 7.25" [Placement Location and Notes: La # 1686 1 1687 1688 03/23/07 03/28/07 ( 03/21/OJLo164Jf 1689(1 04/18/07 11/3/21/07 r01i1 1 1690 1 04/18/07 103/21/07 0164 1 1691 1 04/18/07 Remarks: 2 7 L2C 128 28 FIELD DATA ASTM C31 and C172 NR 4x8 1 4x8 1 4x8 4x8 Inspector(s): Graham, J. Lampkin Jr Tested by: Taylor, M. Actual Sample(s) Rec'd: ' 03/22/07 Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Non Chloride Accelerator Water Required Strength: (fc) 5000 psi @ 28 days Set II: Level 3, zone 2 post tension deck (A -F.5 / 3.8 -6). Sampled at 189 cubic yards of 396 total cubic yards, near C / 5. Need 3000 psi strength to stress 9 gallons of water added of 9 allowable. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 24365 L_o3/24/07J L_3J 1 4 x 8 I L85405 L107060 4 x 8_f 1 109685) I 110765 1 4.01 I 0.00 1 4.01 4.01 I 4.01 I 4.01 Project No: Issued on: Sample Set ID: Permit # (s): 006 -073 orginal: 6 006 -135 Revised: ❑ Surface 12.63 0.00 I 1012.63 12.631 12.63 I 12.63J Reviewed by: Strength (psi) 1930 6760 8480 I 8680 8770 D= nis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 04/19/07 13214 Weight (per cu.yd) 551.0 1,432.0 414.0 1,344.0 105.0 36.0 41.0 257.0 lbs lbs lbs lbs lbs oz oz lbs Break Type NA I • NA 1" NA J' NAB" NA NA PATE 1050-IC, Rev 2, 10/181 MAYES TESTING ENGINEERS, INC ApR 2 4 20011 Project Name: Site Address: Client Engineer Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 52 °F `Water /Cement Ratio: 0.398 [Placement Location and Notes: II Set I: Level 3, zone 2 post tension deck (A -F.5 / 3.8 -6). Sampled at 43 cubic yards of 396 total cubic yards, near F / 5.8. Need 3000 psi strength to stress. 10 gallons of water added of 12 allowable. Date Made 03/21/07 F03/2 03/21/01] L03/21/07J 1 03/21/07 03/21/07 Remarks: 38 °F Sunny Concrete Cadman 712586 661281 Sample 0 Lab* 0163 -FG 1680 H 03/23/07 163 -FC! 1 16811 1682 1685 1 0163 I 0163 0163 0163 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction Initial Storage Temp. (ASTM C31) NR I Slump (ASTM C143) 1683 1684 6.5" Inspector(s): Graham, J. Tested by: Taylor, M. DEvELOPMF_NT CONCRETE LABORATORY TEST REPORT COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (In) Load (Ibs) Die (in) 03/24/07 Entrained Air (ASTM C231) 2 3 I 03/28/07 7 1 L4 x 8 J 84655 14.0fj 12.63 6700 04/18/ L28J 4 x 8 105500 1 4.01 IL72.63 I 8350 04/18/0111_2C 4 x 8 1 106020 IF - 4 - 70 - C1 12.63 I 8390 04/18/07 28 4 x 8 11 108240 1 4.01 1 1263 I I 8570 FIELD DATA ASTM C31 and C172 NR Sample(s) Recd: 03/22/07 4x8 ;L28o90 1 4x8 Lampkin Jr Actual RECEtVED Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: V D06 -135 Revised: J I Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water Required Strength: (fc) 5000 psi @ 28 days 4.01 1 0.00 I Surface 1 12.6 J I 0.00 Reviewed by: I 2220 nnis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E.2 Tacoma WA 98499 ph 253.584.3720 fax 253.504.3707 T6109 04/19/07 13213 Weight (per cu.yd) 553.0 lbs 1,434.0 lbs 415.0 lbs 1,349.0 lbs 105.0 lbs 36.4 oz 262.0 lbs Strength (psi) Break Type NA I NA NA NA I N • PATE 1o50-1c, Rev 2.10/18/ MAYES TESTING ENGINEERS, INC RECEIVED "ppR 2 4 20011 COMMUNITY CONCRETE LABORATORY TES Y5 Project Name: Site Address' Client Engineer: Contractor. Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. L (ASTM C1064) 64 °F W Water /Cement Ratio: 0.457 [Placement Location and Notes:! Date Made Sample a Lab a' 03/20/07 I 03/20/07 03/20/07 0162 0162 0162 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 48 °F Cloudy Concrete Cadman 712441 631081R I Initial Storage Temp. (ASTM C31) Slump (ASTM C143) 1635 I 1636 1637 NR 6" 03/27/07 04/17/07 04/17/07 FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Sample(s) Rec'd: 7 I28I I 28 28 03/21/07 4x8 4x8 4x8 4x8 03/20/07 11_0162 I I 1638_ j 04/17/07 Remarks: Inspector(s): Graham, J. Blaney, S. Tested by: Taylor, M. 78655 1 100230 97260 99695 Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate Coarse Aggregate Fine Aggregate Fly Ash Glen 3030 Water WRA I 4.00 I 4.00 1 X4.00 4.00 Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6109 Issued on: 04/17/07 Sample Set ID: 13202 Permit # (s): D06 -073 Original: ] D06435 Revised: Required Strength: (fc) 5000 psi @ 28 days Placed at level 2 - shearwall at N / 2.8 -4.3, columns at G1, G2, X2, J2, K2 and V1.5. Sampled at column K2. 351/2 cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type I 12.57 J I 12.57 12.57 1 12.57 I 6260 I 7980 7740 7930 Reviewed by: a Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Weight (per cu.yd) 513.0 lbs 424.0 lbs 1,469.0 lbs 1,374.0 lbs 85.0 lbs 10.1 oz 273.0 lbs 27.9 oz NA NA NA NA • MTE 1050 -1C. Rev 2. 10/18/ MAYES TESTING ENGINEERS, INC APR 24 200?: Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID: Sample Temp. (AS C1064) [Water /Cement Ratio: 0.472 55 °F Rain Concrete Cadman 712124 581081R [Placement Location and Notes: Date Made Sample it 03/19/07 L93/19/07 I 1 03/19/07 03/19/07 Remarks: 0161 0161 0161 I 1 0161 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction FIELD DATA ASTM C31 and C172 [Init Initial Storage Temp. Entrained Air ial C31) I (ASTM C231) 63 °F NR [Slump (ASTM C143) [ Sample(s) Rec'd: Level 2 columns at: G / 3, H / 3, J / 3, L / 3, M / 3, G / 4, H / 4, J / 4 and K / 4. 12 total cubic yards placed. 4 of 4 allowable gallons of water added on site. Lab a 1592) 03/26/07 04/16/07 1 04/16/07 1 1593 1594 I 1595 04/16/07 Inspector(s): Graham, J. Tested by: Taylor, M. 4.75" 03/20107 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) 7 L2 128 28 NR 4x8 4x8 1 4x8 4x8 Actual 74830 I 99435 I 98715 1003961 I 4.01f RECEIVED Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glenium Water Required Strength: We) 5000 psi @ 28 days 4.01 I 1 4.01 4.01 Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: Ei 006 -135 Revised: ❑ 12.63 1 12.63 I L12. j 12.63 5930 I 7870 I 7820 7950 NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 04/17/07 13192 Weight (per cu.yd) 470.0 lbs 1,470.0 lbs 461.0 lbs 1,399.0 lbs 75.0 lbs 13.1 oz 257.0 lbs Break Type NA NA NA NA Reviewed by: Dennis Sanborn Branch Manager PPE 1050 -1C. Rev 2, 101& MAYES TESTING ENGINEERS, INC. RFC EpVeD tie - "•_' .'. ""7. ; &ai7 .;'. ._: ... a - APR MTE NO: T6109 qqt� pi? PROJECT: SOUTHCENTER MALL PARKING GARAGR %. Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 139 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 -6 -07 Weather: Sunny Inspection: Resteel, Epoxy and Structural Masonry Samples: N/A Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected installation rebar couplers for level 3 columns at N/5.8, N/6 and M /6. Couplers were properly installed and installation bolts were properly snapped off after tightening. Inspected installation of vertical resteel for level 1 curbs on 6 line /E -N: Resteel was proper installed in clean, dry holes and secured with Simc:son Set 22 epoxy. Resteel and tendons were still being installed for level 3, zone 4 PT deck. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jerry Graham cc: Patrick Burns, Westfield America Mike Napofitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila ' Reviewed by: Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 138 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: • cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd ' Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 4 -5 -07 Sunny Reinforced Concrete and Structural Masonry (4) 4 x 8 and (3) CMU Prisms MTE inspector arrived on site and inspected placement of approximately 20 Cadman Concrete Mix # 631081R for the following level 2 curb walls A/4 -4.5 3 curb walls A/2.5 -4.5; A/5.8 -6; 6 /A -B; level 3 columns at D /3, D /4, E/3, E /4, resteel was properly installed in accordance with approved plans. Concrete and mechanically consolidated. Inspected placement of 6'A cubic yards of Stoneway Grout Mix #7034 for walls as follows: CMU piers at 1 /C, 1 /B -A and A/1 -1.5 and BMU walls A/4 -4.2 and A/5.8 -6 (5'4" lift above CMU). All resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Walls were solid grouted. Brick veneer was properly installed with clips at level 1 walls at A/4.8 -5.3 and 1.8 -2.3 (1 5'-4" lift above CMU). (3) 8" BMU prisms were constructed and grouted, representing constructed walls. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: INSPECTORS: Jerry Graham Stephen Blaney Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 cubic yards of ; A/5.8 -6; 6 /A -B level F/3 and F /4. All was properly placed Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address' Client Engineer. Contractor: Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) I 68 °F Water /Cement Ratio: Y 62 °F Clear Concrete Cadman 717208 661281 Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 0.421 6" 04/06/07 Required Strength: (fc) 5000 psi € 28 days Placed columns Level 3 at D,E +F/3 +4, curb walls at Level 2 - A/4-4.5, level 3 - A/2.5 -4.5, Level 2 +3 -A/5.3 - 6 +6 /A -B. Sampled at columns D,E +F/3 +4. Placement Location and Notes: Date Made Sample* Lab* 04/05/Oil 1 04/05/07 04/05/07 I 04/05/07 I Remarks: 0171 1 0171 1 0171 0171 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 1 2089 1 2090 1 2091 1 2092 CONCRETE LABORATORY TEST REPORT COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) 04/12/07 I 05/03/07 05/03/07 I 05/03/07 Inspector(s): Graham, J. Tested by: Quiring, A I 7 28I I 28 I I28I FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR Sample(s) Rec'd: 4x8 4x8 I 4x8 4x8 Blaney, S. Actual 80935 I I I Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water 1 4.00 I 0.00 I 0.00 I 1 0.00 Project No: T6109 Issued on: 04/13/07 Sample Set ID: 13316 Permit # (s): 006 -073 Original: 7 D06 -135 Revised: fl 1 12.57 I 0.00 I I 0.00 I I 0.00 6440 Reviewed by: a/5) Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 548.0 lbs 1,438.0 lbs 413.0 lbs 1,341.0 lbs 107.0 lbs 39.5 oz 276.0 lbs Break Type NA I NA I NA NA IKTE 1050.10, Rev 2, 1Gn8r MAYES TESTING ENGINEERS, INC Project Name: Site Address Client Engineer: Contractor: Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : Remarks: Sample Temp. (ASTM C1064) 59 °F [Water /Cement Ratio: 0.436 48 °F Cloudy Concrete Cadman 711320 631081R Initial Storage Temp. (ASTM C31) I NR Slump (ASTM C143) 5.5" [Placement Location and Notes: Date Made Sample # 03/15/07 3/15/07 L03/15/07 1 0160 0160 1 0160 1 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction Lab # 1540 1541 I I 1542 CONCRETE LABORATORY TEST REPORT 03/22/07 04/12/07 04/12/07 Inspector(s): Graham, J. Tested by: Gordon, M. FIELD DATA ASTM C31 and 0172 Actual Entrained Air (ASTM C231) Sample(s) Recd: 7 1 28 281 NR 03/16/07 Level 2: Shear wall; 6 / J -L, columns at: L / 4, L / 5, M / 4, M / 5, N / 5, and N / 5.5. 26 total cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 4x8 4x8 4x8 88900 114105 111535 Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA Required Strength: (Pc) 5000 psi @ 2B days 4.00 4.00J 4.00 Project No: T6109 Issued on: 04/13/07 Sample Set ID: 13179 Permit # (s): 1306 -073 Original: D06 -135 Revised: Surface Strength (psi) Break Type 12.57 12.57 12.57 f 7070 9080 8880 Reviewed by: �aQ Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253 584 3720 fax 253.584.3707 Weight (per cu.yd) 516.0 lbs 1,468.0 lbs 419.0 lbs 1,376.0 lbs 85.0 lbs 10.5 oz 262.0 lbs 27.9 oz L NA NA NA MTE 1050 -IC, Rev2, 10/11/ 'MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer Contractor. Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 1 1 63 °F Water /Cement Ratio: 1 0.425 Date Made Sample 0 Lab a /14/07 I 03/14/07 1 103/14/07 1 03/14/07 Remarks: 0159 1 1 0159 0159 1 0159 1 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 51 °F Partly Sunny Concrete Cadman 7710894 581081R [ Initial Storage Temp. (ASTM C31) 1495 1496 f 1 1497 1498 NR CONCRETE LABORATORY TEST REPORT Slump (ASTM C143) j 5 [Placement Location and Notes: Level 2 columns at M / 6, N / 6, H / 6, H / 5, J / 5 and K / 5. 10 total yards placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) 03/21/07 04/11/07 04/11/07 04/11/07 Inspector(s): Graham, J. Tested by: Simmons, N. Entrained Air (ASTM C231) 7 1 28 1 I 28 28 FIELD DATA ASTM C31 and C172 NR Sample(s) Rec'd: 03/15/07 4x8 4x8 1 4x8 4x8 1 Actual 79745 1 104765 106210 1046951 I Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate Coarse Aggregate 3/4" Fine Aggregate Fly Ash Glenium Water WRA 4 00 4.02 1 4.02 1 4.02 I Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 lax 253.584.3707 Project No: T6109 Issued on: 04/11/07 Sample Set ID: 13168 Permit # (s): D06 -073 Original: Revised: Required Strength: (fc) 5000 psi @ 28 days 12.57 1 12.69 1 12.69 H12.69 1 6350 1 8250 1 8370 8250 NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - 'recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Weight (per cu.yd) 515.0 lbs 419.0 lbs 1,469.0 lbs 1,370.0 lbs 87.0 lbs 10.4 oz 256.0 lbs 28.0 oz Break Type NA NA 1 NA NA Reviewed by: / /�"° �t g De nis Sanborn Branch Manager • • • MiE 1050.1C, Rev 2, 10/18/ Lab No. Date Tested Grouted Yes No WT Factor Total Load (lbs) Net Area (Sq. In) . Strength (psi) PSI / With WI Factor Type of Fracture 6053 4/10/07 7 X 1.79 .9412 267610 106.18 2520 2370 CSh 6054 5/1/07 28 X 6055 5/1/07 28 X A MAYES TESTING ENGINEERS, INC 917 St. SW, Suite A -1 Ph 425.742.9360 Everett, WA 98204 Fax 425.745.1737 10029 S. Tacoma Way, Suite E -2 Ph 253.584.3720 Tacoma, WA 98499 Fax 253.584.3707 7911 NE 33'" Drive, Suite 190 Ph 503.281.7515 Portland, OR 97211 Fax 503.281.7579 FIELD DATA (ASTM C 1314): Date Laid: 3/29/07 Type of Unit: N -1 CMU ASTM/UBC Spec: ASTM C -90, IBC Sec. 2105 Size of Unit: 12X8 Unit PSI Req.: 1900 Design Fm: 1500 Date Grouted: 4/3/07 Mortar /Grout as spec: Yes ® No ❑ Air Temp: 35 °F Mortar Temp: 58 °F Grout Temp: 63 °F Remarks/Locations: Sample No.: 2 Masonry Prism Test Report Compression Test Machine Information: Diameter of Spherical Seat: 7" Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Inspector. J. Graham Project No.: T6109 Project: Southcenter Mall Parking Garage B Owner. Westfield Corporation, Inc. Engineer. Coughlin Porter Lundeen Architect: FSI Architects Contractor. JTM Construction Permit No.: D06 -073, D06 -135 Date: 4/3/07 Mortar Producer. Design Mix Design fc/28 days: 1800 psi Mix Proportions: Pre -Mixed Baq Cement: Lime: Sand: Water Grout Producer. Stoneway Design fc/28 days: 2000 psi Mix Proportions: Cement: 658 lbs Sand: 1997 lbs Prisms were properly constructed & grouted, representing walls constructed. Provided Upper Bearing Plate Thickness Provided Lower Bearing Plate Thickness: COMPRESSION TEST RESULTS (ASTM C1314) Tested by: A. Quirinq Reviewed by: ls Gravel: 3/8" — 907 lbs Water. 350 lbs WRA: 1 25" 1.25" Notes: Sketches or hotos of �/ p prism failure modes are maintained on file with report, and can be viewed on request. All test' g pe rformed in accordance with applicable ASTM's except C1314, 11.1.3 —*recording field temperature." Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineere, Inc. Legend: CB: Conical Break, CSh: Cone & Shear, CSp: Cone & Split, TB: Tension Break, SCB: Semi- Conical Break, SB: Shear Break, FSS: Face Shell Separation MTE 12103C, Rev 1, 1/10/07 Lab No. Date Tested Ag e Grouted Yes - No - Factor Total Load (Ibs) Net Area _ (Sq. In) . Strength (psi) PSI / With H/T Factor Type of Fracture 6024 3/21/07 7 X 2.04 1.0036 147100 66.33 2218 2230 CS 6025 4/11/07 28 X 2.05 1.004 211850 68.49 3186 3200 CSh 6026 4/11/07 28 X 2.05 1.004 162550 66.91 2430 2440 CSh MAYES TESTING ENGINEERS, INC 1111111:111•11111111SIMIIMERMUf.a14 .0 7,r ' 917 134'" St. SW, Suite A -1 Ph 425.742.9360 Everett, WA 98204 Fax 425.745.1737 10029 S. Tacoma Way, Suite E -2 Ph 253.584.3720 Tacoma, WA 98499 Fax 253.584.3707 7911 NE 33 Drive, Suite 190 Ph 503.281.7515 Portland, OR 97211 Fax 503.281.7579 FIELD DATA (ASTM C 1314): Date Laid: 3/14/07 Type of Unit: N -1 CMU ASTM/UBC Spec: C -90 Size of Unit: 8X8X - - Unit PSI Req.: 1500 Design F'm: 1900 Date Grouted: 3/15/07 Mortar /Grout as spec: Yes ® No ❑ Air Temp: 38 °F Mortar Temp: N/A Grout Temp: 59 °F Sand: 2002 lbs WRA: Prisms were properly constructed & grouted, representing walls constructed, Grout was placed for Remarks/Locations: Level 1 storeroom walls VI grids 3 /D-F, F/3-4, 4 /F -D. Sample No.: 1 Masonry Prism Test Report Compression Test Machine Information: Diameter of Spherical Seat 7° Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Inspector. J. Graham Project No.: T6109 Date: 3/14/07 Project: Southcenter Mall Parking Garage B Owner. Westfield Corporation, Inc. Engineer: Coughlin Porter Lundeen Architect FSI Architects Contractor. JTM Construction Permit No.: D06 -073, D06 -135 Mortar Producer. Design Mix Design fc/28 days: 1800 psi Mix Proportions: Pre -Mixed Bag Cement Sand: Grout Producer. Stoneway Design fc/28 days: 2000 psi Mix Proportions: Cement: 660 lbs Provided Upper Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: COMPRESSION TEST RESULTS (ASTM C1314) Tested by: A. Quirinq Reviewed by: Lime: Water: Gravel: 3/8° — 906 lbs Water. 320 lbs 1.25' 1.25' Notes: Sketches or photos of prism failure modes are maintained on file with report, and can be viewed on request. All testir(g'performed in accordance with applicable ASTM's except C1314, 11.1.3 — 'recording field temperature? Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Legend: CB: Conical Break, CSh: Cone 8 Shear, CSp: Cone 8 Split, TB: Tension Break, SCB: Semi- Conical Break, SB: Shear Break, FSS: Face Shell Separation MTh 1210 -3C, Rev 1, 1/10/07 MAYES TESTING ENGINEERS, INC. COMMUNITY DEVELOPMENT MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 137 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 -5 -07 Weather Sunny Inspection: Structural Steel Samples: N/A MTE inspector arrived on site and performed visual weld inspection on light gauge framing for the heat pump support in the roof of Room B104 (Machine Room). Welds and screws were installed per RFI 0064.002 with sketch SR-42. Welds installed by WABO certified welder Jason A. Ketner (WABO# WO8142, Expires July 1, 2007). Checked attachment of metal decking for the roof of Rooms 8102 (Electrical Room), B103 (Fire Control Room), 8104 (Machine Room). All work noted this report was found to be acceptable. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FS! Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: RECEIVED INSPECTOR: Tom Robinson Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RE CEIVED MTE NO: T6109 % 1 PROJECT: SOUTHCENTER MALL PARKING GARAGE Address: 633 Southcenter Mall Blvd bEE VEopk Tukwila, WA art PERMIT NO: D06 -135 Page 136 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 4-4 -07 Weather: Cloudy Inspection: Structural Masonry, Post Tension and Resteel Samples: N/A MTE inspector arrived onsite and observed as masons were placing 8" BMU and 4" BMU for walls on level 1, line A/G -1.8 (1st 8' lift above piers). Workers were installing resteel and tendons for level 3, zone 4 PT deck, and beams To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503 281 7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 135 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 4 -3 -07 Partly Sunny Structural Masonry, Post Tension, and Epoxy (3) CMU Prisms RECEIVED 1 - i r . . 1,. ,i DE MTE inspector arrived onsite and inspected placement of approximately 8 cubic yards of Stoneway Grout Mix #7034 for CMU walls as follows: N5.2 -1.8 (1st lift). All resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Walls were solid grouted. Three prisms were grouted today. Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected cutting of PT tendons for level 3, zone 3 PT deck. Tendons were properly cut to within 1" of tendon anchor. Care was taken not to damage anchors. Grease caps were properly installed. Inspected installation of vertical CMU dowels on 1 line B -G. Resteel was properly installed in clean, dry holes and secured with Simpson Set 22 epoxy. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. ' 7 -7. `sue...... -. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 134 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 4 -2 -07 Weather Partly Sunny Inspection: Post Tension Samples: N/A MTE inspector arrived on site and inspected stressing of level 3, zone 3 PT deck. All tendons were properly stressed and elongations were within specified tolerances. Inspected installation of vertical wall dowels at A/1 -2 and 1 /A -B. Dowels were properly installed in clean, dry holes and secured with Simpson Set 22 Epoxy. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: D ECEIVED OEVEL.OP T m. INSPECTOR: Jerry Graham Everett Office 917 -1341h Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 133 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 3 -30 -07 Weather: Cloudy Inspection: Reinforced Concrete and Structural Masonry Samples: (4) 4 x 8" cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila RECEIVED i ^ . Everett Office 917 -134th Street SW COMpyU Suite A -1 D E 1i ELOP Eivr ph 4 9360 fax 425.745.1737 INSPECTOR: Jerry Graham Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503.281.7579 MTE inspector arrived on site and inspected with structural engineer the PT ramp, level 2 -3; 3- 4 /G -K.5. No significant deficiencies were noted, mostly completing resteel placement. Deck was properly completed and ready for concrete. Inspected placement of approximately 60 cubic yards of concrete, Mix #661281 for this PT ramp. Also closure strips at level 2; F.5/1 -3 and 4 -6; 3.2 /K.S- N. All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. The PT tendons for level 3, zone 2 was properly cut with an oxyacetylene torch. Care was taken not to damage anchors. Grease caps were installed and pockets were grouted. Masons continued to place CMU on A line. Vertical resteel for CMU walls were properly installed in clean, dry holes and secured with Simpson Set 22 Epoxy, along A line 3.2. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: 4-9 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather. Product Supplier. Ticket Number: MixDesign ID: Sample Temp. (ASTM C1064) 61°F Water /Cement Ratio: I L03/30/07 03/30/07 I 1 03/30/07 I 03/30/07 Remarks: 0.413 1 0170 1 0170 I 1 0170 0170 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 53 °F Cloudy Concrete Cadman 715706 661281 Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 5.5" (Placement Location and Notes:II 1 1927 1 1928 1 1929 1 1930 I CONCRETE LABORATORY TEST REPORT 04/06/07 I 04/27/07 04/27/07 04/27/07 Inspector(s): Graham, J. Tested by: Taylor, M. 7 I 28 I 28 128 FIELD DATA ASTM C31 and C172 Actual I I Entrained Air (ASTM C231) NR Sample(s) Redd: 03/31/07 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Surface 1 4x8 I 1 4x8 I 1 4x8 1 4x8 78620 I 1 4.01 I Io.00I 1 0.00 I o.00 I Receive 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6109 Issued on: 04/06/07 Sample Set ID: 13274 Permit # (s): D06 -073 Original: v D06 - 135 Revised: Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water Required Strength: (fc) 5000 psi @ 28 days Weight (per cu.yd) 553.0 lbs 1,433.0 lbs 414.0 lbs 1,342.0 lbs 105.0 lbs 39.9 oz 272.0 lbs Post tension ramp: Level 2 - Level 3 (3-4 / G -K.5); closure strips: Level 2: F.5 line / 1 -3 and 4 -6; 3.2 / K.5 -N. 60 cubic yards total was placed. 12.63 1 0.00 I I 0.00 I 0.00 NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Strength (psi) Break Type I 6230 Reviewed by: p j Dennis Sanbom Branch Manager I NA I NA I NA NA MTE 1050-10, Rev 2, 10/181 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. Air Temperature: Weather: Product: Supplier. Ticket Number: MixDesign ID : Sample Temp. (ASTM C1064) f 55 °F `Water /Cement Ratio: 0.310 Placement Location and Notes: Set III: Level 3, zone 3, post tension deck (A -F. of 420 total cubic yards at 8:45am, near C / 2.5. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample a Lab S Date Tested Age Size (in) Load (Ibs) Dia (in) 03/29/07 03/29/07 1 03/29/07 03/29/07 I 03/29/07 03/29/07 03/29/07 j Remarks: »169 -FC 0169 -FCI b169 -Fd 1 0169 I 1 0169 I 0169 I 1 0169 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 47 °F Clear Concrete Cadman 715105 661281 I Initial Storage Temp. (ASTM C31) Slump (ASTM C143) 7.75" 1 1865 1 1866 1 1867 1868 I 1869 1 1870 1871 NR CONCRETE LABORATORY TEST REPORT 03/30/07 I 03/31/07 04/01/07 I 1 04/05/07 I 04/26/07 04/26/07 I 04/26/07 Inspector(s): Graham, J. Tested by: Quiring, A. I Entrained As (ASTM C231) 1 2 I3I 7 1 28 1 281 28 I FIELD DATA ASTM C31 and C172 Actual NR Sample(s) Recd: 03/30/07 Required Strength: (fc) 5000 psi @ 28 days 5 / 1 -3). This truck from Bellevue Plant. Sampled at 302 cubic yards 3000 PSI required to stress 1 4x8 I 1 4x8 I 4x8 4x8 I 4x8 4x8 4x8 Lampkin Jr 25165 I 47120 I 168575 Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water 1 4.00 I 1 4.00 I 1 0.00 I4.00I 0.00 1 0.00 I 0. 00 Project No: T6109 Issued on: 04/05/07 Sample Set ID: 13258 Permit # (s): 006 -073 Original: `i] D06 -135 Revised: Surface Strength (psi) Break Type 12.57 I 1 12.57 I I 0.00 1 12.57 I 0.00 I I 0.00 0.00 2000 I 3750 I I 5460 Reviewed by: � Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C -31, 10.1.2 - 'recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 550.0 1,464.0 413.0 1,314.0 104.0 35.0 203.0 lbs lbs lbs lbs lbs oz lbs NA NA I NA r NA I HN� " NA NA 111E 1050 -ic, Rev Z 1011W MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) Water /Cement Ratio: [Placement Location and Notes: Date Made Sample* »168 -FC,) 0168 -Fd 1 03/29/07 I 1 03/29/07 1 03/29/07 I 1 03/29/07 03/29/07 I 1 03/29/07 I I 03/29/07 Remarks: 0.331 0168 -FC 1 0168 I 1 0168 I 1 0168 I 1 0168 I ..; _ DEVELOPAg yr CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 47 °F Clear Concrete Cadman 715014 661281 Initial Storage Temp. Entrained Air (ASTM C31) I (ASTM C231) 55 °F NR NR Slump (ASTM C143) 1 Lab* 1 1858 1 1859 1 1860 04/05/07 04/26/07 04/26/07 04 /26/07 1 1 1861 1862 1 1863 1 1864 7" 03/30/07 03/31/07 04/01/07 I Inspector(s): Graham, J. Tested by: Quiring, A 1 2 31 7I 28 28 I 28 FIELD DATA ASTM C31 and C172 Lampkin Jr Actual 03/30/07 1 4x8 4x8 4x8J 4x8 4x8 1 4x8 4x8 Sample(s) Rec'd: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 26105 1 48160 I 80770 1 4.00 I 1 4.00 I 1 0.00 I 1 4.00 I 1 0.00 1 0.00 o.00 RECEIVED :, Project No: T6109 Issued on: 04 /05/07 Sample Set ID: 13257 Permit # (s): D06 -073 Original: © D06 -135 Revised: ❑ Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water Required Strength: (fc) 5000 psi @ 28 days Set II: Level 3, zone 3, post tension deck (A -F.5 / 1 -3) Sampled at 152 cubic yards of 420 total cubic yards at 7:05am, near C / 1.5. 3000 PSI required to stress. 8 gallons of water added on site. Surface Strength (psi) Break Type 1 12.57 1 12.57 I 1 0.00 1 12.57 I I 0 I 0.00 I o.00 I 2080 3830 I 6430 I Reviewed by: A Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval o( Mayes Testing Engineers. Inc Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 553.0 lbs 1,306.0 lbs 602.0 lbs 1,230.0 lbs 105.0 lbs 40.0 oz 218.0 lbs I� NA I NA NA NA NA NA MTE 1050 -1C, Rev 2, 101181 MAYES TESTING ENGINEERS, INC Project Name: Site Address' Client Engineer: Contractor: Air Temperature: Weather. Product: Supplier Ticket Number : MixDesign ID: Sample Temp. I (ASTM C1064) [Water /Cement Ratio: 0.343 [Placement Location and Notes: Set 1: Level 3, zone 3, post tension deck (A -F.5 / 1 -3). Sampled at 33.5 cubic yards of 420 total cubic yards at 5:26am, at beam at C / 1.8. 3000 PSI required to stress. Date Made Sample # 167 -F b167 -FC 1 03/29/07 1 03/29/07 1 03/29/07 L03/29/07 03/29/07 03/29/07 I 03/29/07 Remarks: 52 °F 0167 -FC 1 0167 0167 1 0167 I 0167 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 42 °F Clear Concrete Cadman 714996 661281 NR Slump (ASTM C143) 1 nitial Storage Temp. (ASTM C31) CONCRETE LABORATORY TEST REPORT I 7.5" Entrained Air (ASTM C231) Sample(s) Reed: 03/30/07 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) 1851 1 1852 1853 1854 1 1855 1 1856 1857 03/30/07 03/31/07 I 04/01/07 04/05/07 I 04/26/07 04/26/07 I 04/26/07 I Inspector(s): Graham, J. Tested by: Quiring, A 1 I 2 3 7 128 I 28 I FIELD DATA ASTM C31 and C172 NR 1_4_1( J 4x8 4x8 4x8 4x8 4x8 4x8 Lampkin Jr Actual 25185 47050 I 1 77530 Project No: T6109 Issued on: 04/05/07 Sample Set ID: 13256 Permit # (s): D06 -073 Original: © D06 -135 Revised: Mix Proportions: Ingredient Cement Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fly Ash Glen 3030 Water Required Strength: (fc) 5000 psi @ 28 days 1 4.00 1 4.00 I I o.0■ I4.00 Io.00I 0.00 0.00 Surface Strength (psi) 1 12.57 I 1 12.57 I 0.00 1 12.57 I 0.00 0.00 I 0.00 I 2000 I 3740 I I 6170 I Reviewed by: D: nis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 • "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 553.0 lbs 1,306.0 lbs 606.0 lbs 105.0 lbs 40.5 oz 226.0 lbs Break Type NA I I NA I NA NA NA NA MrE 1050 -1C, Rev 2, 10115/ MAYES TESTING ENGINEERS, INC Project Name: Site Address' Client: Engineer: Contractor: Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) 60 °F [Water /Cement Ratio: 0.388 Placement Location and Notes: Date Made Sample # Lab # L03/12/07 6158 -FC 1426 IL03 /13/07_1 [03/12/07 0158 -FC 1 1427 03/14/07 I [1211 6158 -Ft^ 1428 03/19/07_1 L03/12/07J 0158 1 1429 II 03/19/07 I:la/12/071 0158 1 1430 04/09/07 I 103/12/07 II 0158 II 1431 i 04/09/07 03/12/07 I 03/12/07 1 0158 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 36 °F Cloudy Concrete Cadman 7709968 661281 Initial Storage Temp. (ASTM C31) NR [Slump (ASTM C143) 7" 11432J 04/09/07 Oar Lpp Icrn' CONCRETE LABORATORY TEST REPORT 1 7 7 1 28 28 I I28 FIELD DATA ASTM C31 and C172 1 4x8 4x8 1 4x8 I 4x8 I 4x8 Actual NR [ Sample(s) Rec'd: 03/13/07 Set III: Post Tension deck level 2, zone 5 and closure strip at level 2 at grid F.5 / 3 -5. Sample taken at 307 cubic yards of 333 total cubic yards placed, near H / 2. Sampled near M / 4.5. 3000 psi required for stressing COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface 4x8J 0.00 I L39210 I 1 81745 I 116820 I Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glenium Non Chloride Accelerator Water Required Strength: (fc) 5000 psi @ 28 days 4.00 I 0.00 1 4.00 I 1 4.01 I Project No: T6109 Issued on: 04/10/07 Sample Set ID: 13151 Permit # (s): D06 -073 Original: S% Revised: 0 0. 1 12.57 0.00 I 1 12.57 1 12.63 549.0 1,432 0 416.0 1,346.0 105.0 35.6 41.7 254.0 Strength (psi) Break Type 3120 I 6510 I 1 106670 I L 4.01 I L12.63 4 J (13_1 107835 L 4.01 1 1 1 2 . 6 3 I I 8540 I 9250 8450 Remarks: Field cure sample # 1427 made 3000 psi strength requirement, all other field cure sam discarded. Inspector(s): Graham, J. Le, Q. Tested by: Gordon, M. NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording geld temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. Tacoma 10029 S. Tacoma Wav Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) les were Reviewed by: D nis Sanbom Branch Manager Ibs Ibs Ibs Ibs Ibs oz oz Ibs NA NA NA NA I NA NA I NA MTE 1050.1C, Rev2, 10/181 MAYES TESTING ENGINEERS, INC Project Name: Site Address' Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: Sample Temp. I (ASTM C1064) [Water /Cement Ratio: 0.397 [Placement Location and Notes: Set II: Post Tension deck level 2, zone 5 and closure strip at level 2 at grid F.5 / 3-4. Sample taken at 170 cubic yards of 333 total cubic yards placed, near H / 2. 15 gallons of water added. 3000 psi required for stressing Date Made Sample * 0157 -F 0157 -FCI 10157 -F 1 03/12/07 11_0157 I 1 03/12/07 r03/12/07 [03/12/07 Remarks: [03/12/07 1 03/12/07 1 03/12/07 60 °F 0157 I 0157 1 0157 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 39 °F Cloudy Concrete Cadman 7709901 661281 Initial Storage Temp. (ASTM C31) NR [ Slump (ASTM C143) 6.5" Lab* 1419 1 1420 1 1421 1422 1423 I 1424 1 1425 RP CE IVED 1 3 2,?.,1, CO O �EL opq ar CONCRETE LABORATORY TEST REPORT COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 03/13/07 03/14/07 1 03/19/07 03/19/07 04/09/07 04/09/07 NR Sample(s) Rec'd: 03/13/07 1I 2 1 1 7 7 L 28 J 128 Inspector(s): Graham, J. Le, Q. Tested by: Gordon, M. FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) 4 x 8 38060J 4x8 4x! J 4x8 4x8 4x8 I Actual 1 92380 [121445 113740 I Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glenium Non Chloride Accelerator Water Required Strength: (f c) 5000 psi @ 28 days 1 0.00 4.00 1 0.00 1 4.00 1 1 4.01 4.01 I Project No: T6109 Issued on: 04/10/07 Sample Set ID: 13150 Permit # (s): D06 -073 Original: Revised: 0 Surface I_o.00 I 12.57 I 0.00 I 1 12.57 I 1 12.63 I I 3030 I 7350 I 9620 HI 1 1 04/09/07 I [8 I 4 x 8 115795 4.01 I 112.63) Field cure sample # 1420 made 3000 psi strength requirement, all other field cure samples were discarded. 9010 9170 Reviewed by: by p Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E•2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 550.0 1,431.0 414.0 1,353.0 105.0 35.0 21.1 260.0 lbs lbs lbs lbs lbs oz oz lbs Strength (psi) Break Type NA NA 1 NA NA NA NA NA J" Den is is Sanborn FATE 1050 -1C. Rev Z 10/1&' MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: Air Temperature: Weather. Product Supplier. Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) 60 °F [Water /Cement Ratio: 0.348 [Placement Location and Notes: Set I: Post Tension deck level 2, zone 5 and closure strip level 2 ramp F.5 / 3 -4. Sample taken at 63 cubic yards of 333 total cubic yards placed, near J / 1.5. 3000 psi required for stressing. Date Made Sample* 03/12/07)»156 -FC 0156 -FC 1 03/12/07 3/12/07 1 03/12/07 03/12/07 1 03/12/07 0156 -Fd 0156 0156 0156 1 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 40 °F Overcast Concrete Cadman 7709884 661281 Initial Temp: Entrained Air (ASTM C31) ( (ASTM C231) NR NR Slump (ASTM C143) 1 COMPRESSION TEST RESULTS (ASTM C39, C1231, and 0317 when applicable) Lab # Date Tested Age Size (in) Load (lbs) Dia (in) 1412 1 1413) 1414 1416 1 1417 6.5" CONCRETE LABORATORY TEST REPORT 03/13/07 03/14/07 I 03/19/07 1 1415 03/19/07 j 7 I 4 x 8 I L04/09/07 IL2J1 4 x 8 1 1151601 L 04/09/07 1 2 7 FIELD DATA ASTM C31 and C172 Sample(s) Recd: 03/13/07 4x8 4x8 1 4x8 4x8 03/12/0711 0156 11 1418 04/09/07 1 28 1 4 x 8 Actual 40 115630 1 111225 1 0.00 1 4.00 1 I o.02J Lo.00 1 4.00 1 4.01 1 4.01 I 4.01 Project No: T610�E Issued on: 04/10/07 FIVEp Sample Set ID: 131494, n l � Permit # (s): D06-073_ coM Original: EVELOP prT Revised: ❑ Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glenium Water Required Strength: (fc) 5000 psi a 28 days Surface Strength (psi) I 0.00 I 3210 I 1 12.57 12.63 1 12.63 r12.63 1 12.57 11 6660 9120 9160 8810 1 Remarks: Field Cure Sample #1413 made 3000 psi strength requirement, all other field cure samples were discarded. Inspector(s): Graham, J. Le, O. Reviewed by: Tested by: Gordon, M. Or Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - - recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc Tacoma 10029 S. Tacoma Wav Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 553.0 lbs 1,446.0 lbs 416.0 lbs 1,344.0 lbs 105.0 lbs 35.6 oz 229.0 lbs Break Type NA NA NA NA NA NA NA • MrE 1050 -1C, Rev 2, 1W181 /,I MAYES TESTING ENGINEERS, INC Project Name: Site Address' Client Engineer: Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID . Sample Temp. (ASTM C1064) 60 °F Water /Cement Ratio: Date Made Sample # 1 03/09/07 I I 03/09/07 03/09/07 03/09/07 f Remarks: 0.457 0155 I I 0155 1 0155 0155 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 52 °F Cloudy Concrete Cadman 7709761 581081R [Placement Location and Notes: 1379 1 1380 I 1381 I 1382 Initial Storage Temp. (ASTM C31) NR 03/16/07 1 04/06/07 04/06/07 04/06/07 Inspector(s): Graham, J. Tested by: Taylor, M. CONCRETE LABORATORY TEST REPORT FIELD DATA ASTM C31 and C172 Entrained Air (AS C231) NR r Slump (ASTM C143) Y Sample(s) Rec'd: 6.5" 03/10/07 Level 2 columns at E, F, G / 4 and G / 5 and 6. Sample taken at 7 cubic yards of 7 total cubic yards placed. 10 gallons of water added. COMPRESSION TEST RESULTS (ASTM C39, C1231, and 0617 when applicable) Lab s Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type I7! 28 1 I 28 4x8 I 4x8 I 4x8 4x8 Le, Q. Actual Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA 64215 92950 93305 91905 Required Strength: (fc) 5000 psi @ 28 days 4.00 I 4.01 4.01 4.01 RECEIVED 1 3 'Li DE Project No: T6109 Issued on: 04/06/07 Sample Set ID: 13140 Permit # (s): 006 -073 Original: �J Revised: fl 12.57 1 12.63 12.63 I 12.63 5110 7360 7390 I 7280 Reviewed by: 4) Den Is Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 471.0 lbs 1,469.0 lbs 466.0 lbs 1,390.0 lbs 76.0 lbs 13.8 oz 250.0 lbs 20.0 oz NA I NA NA NA MTE 1050 -1C, Rev 2, 10/18/ MAYES TESTING ENGINEERS, INC Project Name: Southcenter Mall Parking Garage B Site Address: 633 Southcenter Mall Blvd Tukwila, WA Client Westfield Corporation, Inc. Engineer. Coughlin Porter Lundeen Contractor. JTM Construction Air Temperature: 48 °F Weather. Partly Sunny Product Concrete Supplier: Cadman Ticket Number : 709168 MixDesign ID : 661281 Sample Temp. Initial Storage Temp. (ASTM C1064) (ASTM C31) 62 °F NR Water /Cement Ratio: [Placement Location and Notes: Date Made Sample # I 03/08/07 1 03/08/07 I I 03/08/07 03/08/071 Remarks: 0154 0154 1 0154 1 0154 Slump (ASTM C143) 1 Lab # 1349 I 1350 I 1351 1352 CONCRETE LABORATORY TEST REPORT 03/15/07 04/05/07 04/05/07 04/05/07 Inspector(s): Graham, J. Tested by: Quiring, A 28 28 28 FIELD DATA ASTM 031 and 0172 1 Entrained Air I (ASTM C231) NR Sample(s) Recd: 0.410 5.25" 03/09/07 Required Strength: (Pc) 5000 psi @ 28 days PT ramp level 3, 3 -4/D.5 -F.5; level 2 closure strip A- D.5/8. 30 cubic yards total placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and 0617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface I 4x8 4x8 I 4x8 4x8 Actual I Mix Proportions: Ingredient 95190 1 114355) 116765 116750 1 Cement —Type I & II 551.0 lbs Coarse Aggregate 3/4" 1,438.0 lbs Coarse Aggregate 3/8" 415.0 lbs Fine Aggregate 1,337.0 lbs Fly Ash 105.0 lbs Glen 3030 39.5 oz Non Chloride Accelerator 54.7 oz Water 269.0 lbs 4.01 1 4.00 4.00 4.00 Project No: T6109 Issued on: 04/05/07 I Sample Set ID: 13132 pCCOMMUNITY Permit # (s): D06 -073 Original: WI Revised: 12.63 1 1 12.57 f 1 12.57 12.57 1 NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E•2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) Strength (psi) Break Type 7540 9100 I 9290 9290 Reviewed by: 0 Dennis Sanbom Branch Manager NA 1 NA NA NA WE 1050 -1C, Rev 2. 10/18/ RECEIVED MAYES TESTING ENGINEERS, INC. RECEIVED >� x. 'APR 0 4 2001 MTE NO: T6109 p COMMUM '? PROJECT: SOUTHCENTER MALL PARKING GARAGE B p PtiT Tacoma Office 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tukwila, WA Tacoma, WA 98499 ph 253 584 3720 PERMIT NO: D06 -135 fax 253584.3707 Portland Office Page 132 7911 NE 33rd Dive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 3 -29 -07 Weather: Sunny Inspection: Reinforced Concrete, Post Tension and Structural Masonry Samples: (21) 4 x 8" and (3) CMU Prisms MTE inspector arrived on site and inspected placement of approximately 420 cubic yards of Cadman Concrete Mix # 661281 for level 3, zone 3 PT deck. PT tendons and resteel was properly maintained during placement. Inspected placement of approximately 8 cubic yards of Stoneway Grout Mix #7034 for CMU walls as follows: Level 1 elevator walls at 4- 4.1/M.5 -N, top lift; CMU piers at 6 line at G, F, E -C and B -A; also on N6 -5.8. All resteel was properly installed in accordance with approved plans. Grout was properly and mechanically consolidated. Masons constructed (3) 12" prisms representing ongoing work. These will be grouted later. Walls were solid grouted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTORS: Jerry Graham Espy Lampkin Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 131 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503 281 7579 RECEIVED APR 0 4 233/ D . Date: 3 -28 -07 Weather: Partly Sunny Inspection: Structural Masonry, Resteel, Post Tension and Epoxy Samples: N/A MTE inspector arrived on site and inspected grouting of 2 lift of CMU walls as follows: Elevator at 4- 4.1/M.5 -N. Resteel was properly installed, in accordance with approved plans. Grout (Design Mix Fine Grout) was properly mixed, placed and mechanically consolidated. Inspected installation of vertical CMU dowels on A line, 2 -5. Resteel was properly installed in clean, dry holes and secured with Simpson Set 22 Epoxy. Performed final walk through inspection of level 3, zone 3 PT deck, with structural engineer. The following items needed to be addressed: CMU dowels added at shear walls at A/1.6 -2.4 and 1 /D- F.. Verify dowels for HSS posts on A line /2.5 -3.8. Tendons need more clearance at electrical boxes and conduit. Reinforcing needed around plumbing sleeves. Clearance adjustments needed in many areas. CORRECTIVE ACTIONS TAKEN: Above items were completed properly; deck was cleaned and ready for concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. • MTE NO: PROJECT: Address PERMIT NO: Page 130 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6109 SOUTHCENTER MALL PARKING GARAG 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 3 -27 -07 Cloudy Post Tension (4) 4 x 8" ec: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MA p� R 3 7 00, LoPma INSPECTOR: Jerry Graham 1 Reviewed ,byy /t Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected stressing of beams along 4, 5, and 6 lines for level 3, zone 2 PT deck. These tendons were properly stressed and elongations were within specified allowable. Inspected placement of mixed onsite Design Mix Fine Grout, for CMU walls as follows: Level 1 M.5- N/4 -4.1 (2 lift). Resteel was properly installed, in accordance with approved plans. Grout was properly mixed, placed and consolidated by vibrator. Inspected placement of approximately 16 cubic yards of Cadman Concrete Mix # 631081R for level 2 shear wall on 1 /H -J and level 2 columns at J.8/1, K/1.2 and H/2. Resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Work continued on level 3, zone 3 PT deck. Resteel and tendons were properly completed on beams today. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. nnis Sanborn, Branch Manager _ :: `� 91 1134th Street SW MAYES TESTING ENGINEERS, INC. ,1 V Ep Suite A-1 AMR 3 O Everett, WA 98204 C 1i701 ph 425.742.9360 O OfyM N tax 425.745.1737 MTE NO: T6109 �0 m PROJECT: SOUTHCENTER MALL PARKING GARAGE B F /1fr Tacoma Office 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tukwila, WA Tacoma, WA 98499 ph 253.584.3720 PERMIT NO: D06 -135 fax 253.584.3707 Portland Office Page 129 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 3 -26 -07 Weather Partly Sunny Inspection: Post Tension Samples: N/A MTE inspector arrived on site and inspected stressing of PT tendons for level 3, zone 2 PT deck. All tendons, except for beams along 4, 5, and 6 lines were properly stressed. Elongations were within specified allowable. Beams will be stressed on 3/27/07. Inspected placement of approximately 8 cubic yards of Stoneway Grout Mix #7034 for CMU walls as follows: Stairway on level 1, M- N/2.9 -4 (top lift) and M.5- N/4 -4.1 (1 lift). All resteel was properly installed, in accordance with approved plans. Grout was properly placed and mechanically consolidated. Ironworkers were installing resteel and tendons for level 3, zone 3 PT deck. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. Peee p iED MTE NO: T6109 tAR 3 0 2001 PROJECT: SOUTHCENTER MALL PARKING GARAGtB MMU Address: 633 Southcenter Mall Blvd cL OpM ar Tukwila, WA PERMIT NO: D06 -135 Page 128 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 3 -23 -07 Cloudy /Rainy Resteel and Structural Masonry N/A cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin. Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Reviewed by: .= Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed compressive strength tests on 3 field cure samples for level 3, zone 2 PT deck. Test results were as follows: #1 2,100 psi - #2 1,940 psi - #3 2,235 psi. Since 3,000 psi is required before PT tendons can be stressed, stressing was cancelled today. Inspected resteel for level 2 shear wall at 1 /H -J. Resteel was properly completed in accordance with approved plans. Masons continued placing CMU for level 1 walls at (29- 4 /M.5 -N), 2 lift. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. nnis Sanborn, Branch Manager Everett Office TEST ING ENGINEERS, INC. JC 917 -134th Street SW A CwED Suite A -1 MAR p Everett, WA 98204 '`fN1i '� 0 1 p � ph 425.742.9360 MTE NO: T6109 colylM fax 425.745.1737 PROJECT: SOUTHCENTER MALL PARKING GARAG��F�O q po p2 S . O Ta ac c o n a Way Address: 633 Southcenter Mall Blvd Suite E -2 Tukwila, WA Tacoma, WA 98499 ph 253.584.3720 PERMIT NO: D06 -135 fax 253.584.3707 Portland Office Page 127 7911 NE 33rd Drive Suite 190 Portland, OA 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 3 -22 -07 Weather: Cloudy Inspection: Structural Masonry and Resteel Samples: N/A MTE inspector arrived on site and inspected placement of approximately 5 cubic yards of Stoneway Grout Mix #7034 for CMU walls at level 1 (2.9- 4 /M.5 -N), 1 4' lift. All resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Left jobsite after grout placement. Returned to jobsite for ongoing inspection. Resteel was properly installed for all level 2 columns in zone 5 (F.5- N/1 -3). Vertical dowels were properly installed for CMU walls at shear wall; level 1 /6 /C -E. Resteel was properly installed in clean, dry holes and secured with Simpson Set 22 Epoxy. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Reviewed �i���� ' • ennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. r$2...�_ v;u_._....__- MTE NO: 76109 HAR 3 PROJECT: SOUTHCENTER MALL PARKING GARAGE B com Address: 633 Southcenter Mall Blvd O zOpN Tukwila, WA mon- PERMIT NO: D06 -135 Page 126 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 3 -21 -07 Sunny Resteel and Post Tension (18)4x8" Everett Office 917-134th Street SW ReCE /ILF0 ph 425. 7 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Chive Suite 190 Portland. OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 396 cubic yards of Cadman Concrete Mix # 661281 for level 3, zone 2 PT deck. Before concrete placement, all items noted on 3/20/07 were corrected. Resteel and PT tendons were properly maintained during placement. Masons continued placing CMU for elevator and stairway walls (level 1, M- N/4 -5 -5), t 4' lift. Vertical dowels were properly installed for the remainder of stairway walls (level M- N/4.8 -5). Resteel was properly installed in clean, dry holes and secured with Simpson Set 22 Epoxy. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: / INSPECTORS: Jerry Graham Espy Lampkin is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 125 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: PRELIMINARY: T6109 SOUTHCENTER MALL PARKING GARAG 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction cc: Patrick Burns, Westfield America Mike Napotitano, JTM construction Martin O'Leary, JTM construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, city of Tukwila 3-20-07 Cloudy and Windy Reinforced Concrete, Structural Masonry and Post Tension (4)4x8" Workers weren't onsite at time of inspection. Work will have to be completed in the morning. Reviewed by: INSPECTORS: Jerry Graham Steve Blaney C Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 35 cubic yards of Cadman Concrete Mix # 631081 R for level 2 as follows: Shear wall at N12.8 -4.3; and columns at G /1, G 12, X/2, J/2, K/2 and V1.5. All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Inspected installation of vertical dowels for CMU walls around elevator at M- N/2.8 -4. Resteel was properly installed in clean, dry holes and secured with Simpson Set 22 epoxy. Performed walk through inspection with structural engineer of level 3, zone 2 PT deck. The following stems need to be addressed; precast embed at F.516, remove center bar; center rebar in slab, lower tendons and horizontal bars over beams. Column hook bars were cut at F 16, E/6 and B/6, these need to be replaced. Add CMU wall dowels at shear walls at A14.5 -5.4 and 6 1C -E vertical bars for portals at A/4 -4.3, need to be embedded in beams at least 7 ". Add trim bars around large pipe inserts. Tendons throughout deck still need clearance adjustments around electrical boxes and other inserts. Tendon near F14 needs profile adjustment. $ Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. M ' T6109 o4M u o 10O/ SOUTHCENTER MALL PARKING GARAGE B 4 0 41 / MTE NO: PROJECT: Address: PERMIT NO: Page 124 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction cc: Patrick Bums, Westfield America Mike Napotitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila 3 -19 -07 Rain Reinforced Concrete, Structural Masonry, and Post Tension (4) 4 x 8° MTE inspector arrived on site and inspected placement of approximately 4 cubic yards of Stoneway Grout Mix #7034 for CMU walls as follows: Level 1 storeroom walls (3 /D -F; F/3-4 and 4 /F -D), 2" 4' lift. All resteel was properly installed, in accordance with approved plans. Grout was properly placed and mechanically consolidated. Inspected placement of approximately 12 cubic yards of Cadman Concrete Mix # 581081R for level 2 columns at G /3, H /3, J /3, C /3, M /3, G /4, H/4, J/4 and W4. Resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Work continued on level 3, zone 2 PT deck. Resteel and tendons were properly completed in deck beams. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC 414 RR 3p eFie�a CONCRETE LABORATORY TEST R Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather: Product Supplier. Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) Water /Cement Ratio: 1 Date Made Sample* 03/20/07 1 03/20/07 I 103/20/07 1 03/20/07 Remarks: 64 °F 0.457 0162 1 0162 1 0162 1 1 0162 1 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 48 °F Cloudy Concrete Cadman 712441 631081R Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 1 [Placement Location and Notes:11 5000 psi @ 28 days Placed at level 2 - shearwall at N / 2.8 -4.3, columns at G1, G2, X2, J2, K2 and V1.5. Sampled at column K2. 35 1/2 cubic yards placed. Lab a 1 1635 1 1636 1 1637 1 1638 1 6 03/27/07 I 04/17/07 1 04/17/07 1 04/17/07 1 Inspector(s): Graham, J. Tested by: Quiring, A. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface 1 7 .1 4x8 1 1 28 1 281 28 FIELD DATA ASTM C31 and 0172 Entra ined Air (ASTM C231) NR Sample(s) Rec'd: 03/21/07 4x8 1 1 4x8 1 1 4x8 Blaney, S. Actual 1 78655 1 1 1 sir ma� cc . . 2007 N �t Project No: Issued on: Sample Set ID: Revised: Mix Proportions: Ingredient Cement —Type I & it Coarse Aggregate Coarse Aggregate Fine Aggregate Fly Ash Glen 3030 Water WRA Permit # (s): D06 -073 Original: © D06 -135 Required Strength: (fc) 1 4.00 I o.00 I o.00 I I o.00 I 1 12.57 I o.00 I o.00 I I o.00 Reviewed bv: Strength (psi) I 6260 1 Deftnis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Wav Suite E-2 Tacoma WA 98499 ph 251584.3720 fax 253.584.3707 T6109 03/27/07 13202 Weight (per cu.yd) 513.0 Ibs 424.0 Ibs 1,469.0 Ibs 1,374.0 Ibs 85.0 Ibs 10.1 oz 273.0 Ibs 27.9 oz Break Type NA NA 1 1 NA NA I MTE 1050 -1C, Rev 2, 10/18/ MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 123 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila RFa EtVRo AMR 2 T6109 p� 10 01 SOUTHCENTER MALL PARKING GARAGE B`�oa 633 Southcenter Mall Blvd Tukwila, WA D06 -13$ Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 3 -16 -01 Partly Sunny Resteel, Structural Masonry, Epoxy and Post Tension N/A INSPECTOR: Jerry Graham - Reviewed by: , / A A. .1 , Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected cutting of PT tendons for level 2, zone 5 PT deck. Tendons were properly cut to within 1" of anchors. Care was taken not to damage anchors. Grease caps were installed and pockets were grouted. Inspected installation of vertical dowels for CMU walls as follows: Exterior of columns at A/6 -B/6; F/6 and G /6. Resteel was properly - installed in clean, dry holes and secured with Simpson Set 22 Epoxy. Resteel was properly installed in accordance with approved plans, for all columns for level 2, zone 5. Masons constructed 2" 4' lift for level 1 storeroom walls 3 /D -F; F/3-4 and 4 /F -D. Seismic plates were properly installed at bottom of beam on F line, 3-4 (as per detail 15/S4.1). These plates were left out of beam placement. Four para -bolts were properly installed in drilled holes to secure each plate. Bolt heads were cut flush at plate and welded to plate as per engineer's direction. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. nnis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED MTE NO: PROJECT: Address: PERMIT NO: Page 122 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6109 SOUTHCENTER MALL PARKING 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 3 -15 -07 Cloudy Post Tension (3) CMU Prisms and (4) 4 x 8" cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila MAR 2 6 2007 C OMMUNITY DE VELOPMENT GARAGE B INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected completion of stressing of PT deck (level 2, zone 5). Also, stressed ramp from level 2 -level 3 (3- 41A -F.5). All stressing was properly completed and elongations were within specified tolerances. Inspected placement of approximately 6 cubic yards of grout, Stoneway Mix #7034, for CMU walls as follows: Level 1 storeroom 31D -F; F /3 -41F -D (0'- 4' above finish floor). All resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. Three prisms; constructed earlier, were grouted today. Inspected placement of approximately 26 cubic yard of Cadman Concrete Mix # 631081R for level 2 shear wall (D /J -L) and columns (U4, M /4, M/4, N/5 and N/5.5). Resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: ' %i� %� i.._ /✓ = is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) 59 °F Water /Cement Ratio: [Placement Location and Notes: i Date Made Sample a 1 03/15/07 1 03/15/07 03/15/07 Remarks: 0.436 0160 0160 1 0160 1 Southcenter Mall Parking Garage 8 633 Southcenter Mali Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 48 °F Cloudy Concrete Cadman 711320 631081R Initial Storage Temp. (ASTM C31) Slump (ASTM C143) I 1540 1 1541 1542 5.5" COMMUNITY CONCRETE LABORATORY TEST Rt'fT NR 03/22/07 1 04/12/07 04/12/07 Inspector(s): Graham, J. Tested by: Gordon, M. 71 1 28 1 1 28 1 FIELD DATA ASTM C31 and C172 NR 03/16/07 1 4x8 1 4x8 1 1 4x8 Actual Entrained Air (ASTM C231) Sample(s) Rec'd: Level 2: Shear wall; 6 / J -L, columns at: L / 4, L / 5, M / 4, M / 5, N / 5, and N / 5.5. 26 total cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab • Date Tested Age Size (In) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 1 88900 1 1 Mix Proportions: Ingredient Cement —Type 1 8 11 Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA Required Strength: (£c) 5000 psi @ 28 days 4.00 1 0.00 I 1 0.00 RECEIVED MAR 2 6 2007 Project No: Issued on: Sample Set Permit # (s): Odginal: Revised: 12.57 1 1 0.00 1 0.00 7070 Reviewed by: rY De is Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information M this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 Ph 253.584.3720 fax 253.584.3707 T6109 03/22/07 ID: 13179 D06 -073 D06 -135 Weight (per cu.yd) 516.0 Ibs 1,468.0 Ibs 419.0 lbs 1,376.0 lbs 85.0 lbs 10.5 oz 262.0 lbs 27.9 oz k/ NA MTE 1050 -1C, Rev 2, 10118/ MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 121 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: :.c....': ry ,.a.,,.. ,: T6109 SOUTHCENTER MALL PARKING 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction EI GARAGE E CVEp MAR 2 61001 D MQpy IIY FNT 3 -14 -07 Partly Sunny Post Tension, Reinforced Concrete and Structural Masonry (4) 4 x 8" Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed inspection of stressing of level 2, zone 5 PT deck (1- 3.2/F.8-N). Stressing is complete, except for beams on G line, H line, 2 line, and 3 line. These will be completed tomorrow. All elongations are within specified tolerances, so far. Inspected placement of approximately 10 cubic yards of Cadman Concrete Mix # 581081 R for level 2 columns as follows: H/5,1-116, N /6, M /6, J /5, and K/5. All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Masons continued to place CMU for storeroom walls at 3 /D -F; F/3-4 and 4 /F -D. Three prisms were constructed representing constructed walls. Walls were constructed up to 4' above finished floor. To the best of our knowledge, items inspected t!,is date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JIM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 119 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 3 -12 -07 Weather: Partly Sunny Inspection: Post Tension, Reinforced Concrete and Resteel Samples: (21) 4 x 8" Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 333 cubic yards of Cadman Concrete Mix # 661281 for the level 2, zone 5 PT deck. Also, the level 2 ramp closure strip at F.8/3 -4. All resteel was properly installed in accordance with approved plans. PT tendons were properly maintained during placement. Concrete was properly placed and mechanically consolidated. PT tendons for level 2, zone 4 PT deck were cut today. Tendons were properly cut to within an inch of tendon anchors. Care was taken not to damage anchors. Grease caps weren't installed yet. Inspected resteel for level 3, shear wall on lines 6, J -L and columns at H /5, J/5 and K/5. All resteel for these was properly installed in accordance with approved plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTORS: Jerry Graham Quang Le Dennis Sanborn, Branch Manager REC EIVED MAR 2 6 1007 D�ELophis MAYES TESTING ENGINEERS, INC . v.e+..M....�r -• Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : L Sample Temp. (ASTM C1064) 63 °F Water/Cement Ratio: 0.425 LPlacement Location and Notes:1 Date Made Sample* 03/14/07 03/14/07 1 03/14/07 I 03/14/07 I Remarks: 1 0159 I 0159 1 0159 I 0159 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 51 °F Partly Sunny Concrete Cadman 7710894 581081R Initial Storage Temp. En trained Air (ASTM C31) L (ASTM C231) Slump (ASTM C143) Level 2 columns at M / 6, N / 6, H / 6, H / 5, J / 5 and K / 5. 10 total yards placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab a Date Tested Age Size (in) Load (Ibs) Dia (in) 1 1495 I 1496 1 1 1497 1 1498 NR NR 5" 03/21/07 04/11/07 I 04/11/07 j 04/11/07 Inspector(s): Graham, J. Tested by: Simmons, N. FIELD DATA ASTM C31 and C172 Sample(s) Recd: 7 1 28 1 28 1 128 03/15/07 4x8 I 1 4x8 1 4x8 4x8 Actual 1 79745 I 1 Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate Coarse Aggregate 3/4" Fine Aggregate Fly Ash Glenium Water WRA Required Strength: (fc) 5000 psi @ 28 days 1 4.00 1 1 0.0o I 1 o.00 o.00 I 12.57 0.00 1 1 0.00 1 o.0 I Reviewed by: Project No: Issued on: Sample Set ID: 13168 Permit # (s): D06 -073 Original: <✓ Revised: El Surface Strength (psi) 6350 1 1 Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. lit Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 251584.3707 T6109 03/21/07 Weight (per cu.yd) 515.0 419.0 1,469.0 1,370.0 87.0 10.4 256.0 28.0 lbs lbs lbs lbs lbs oz lbs oz Break Type NA I NA I NA I NA PATE 1050 -1c, Rev 2, 10/181 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor. Air Temperature: Weather. Product Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 60 °F Water/Cement Ratio: 0.388 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 36 °F Cloudy Concrete Cadman 7709968 661281 Initial Storage Temp. (ASTM C31) NR rilump (ASTM C143) 7" Placement Location and Notes: FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR 03/13/07 Actual Sample(s) Recd: Project No: Issued on: Sample Set ID: Permit # (s): Original: iii Revised: ri Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glenium Non Chloride Accelerator Water Required Strength: (fc) 5000 psi @ 28 days D06 -073 Set III: Post Tension deck level 2, zone 5 and closure strip at level 2 at grid F.5 / 3 -5. Sample taken at 307 cubic yards of 333 total cubic yards placed, near H / 2. Sampled near M / 4.5. 3000 psi required for stressing COMPRESSION TEST RESULTS (ASTM C39, 01231, and C617 when applicable) Date Made Sample t Lab* Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) 1 b158 -F [1426 11 03/13/07 [ 03/12/071158 -Fd1 1427 11 03/14/07 11 2 ][ 4 I 1 030 j 158 -Fri [ 1428 i Lo3 //07 1 7 [ 4 J I [ 03/1 / 07 7 ][ 0158 I[ 1428 [a3/19 /07l 77 l 1 x x 8 8 1 03/12/07] [0155)1 143QJ 04/09/071 128J j4 x 8 I I 1 03/12/07_j [ 0158 11_04/09/07 1 [28 1 [ 4x.8 _11 1 03/12/0711 0158 11_ 1432 11 04/09/07 I [2 1[ 4 x 8 I L4 x8 IL_ I[ 0.0011 0.001[ 9210 11 4.00 ][_12.57 ][ _ 3120 - I 10.00 - ___ - _I 1 8174511_4.001H12.57 11 6510 HLo.o>o [o.00 11 I Remarks: Field cure sample # 1427 made 3000 psi strength requirement, all other field cure samples were discarded Inspector(s): Graham, J. Le, Q. Tested by Taylor, M. Reviewed by: � 4 Derfnis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 -"recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E•2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 03/20/07 13151 549.0 1,432.0 416.0 1,346.0 105.0 35.6 41.7 254.0 R ECEIVED MAR 2 6 1007 com D EVFLOp M r Weight (per cu.yd) lbs lbs lbs lbs lbs oz oz lbs Break Type NA NA NA NA NA NA NA PATE 1050-1C, Rev 2, 10/181 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 60 °F Water/Cement Ratio: 0.397 [Placement Location and Notes: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction F IELD DATA ASTM C31 and C172 39 °F Cloudy Concrete Cadman 7709901 661281 Initial Storage Temp. L Entrained Air (ASTM C31) (ASTM C231) Actual NR NR [Slump (ASTM C143) Sample(s) Reed: 6.5" 03/13/07 03/12/07 ]10157 -Fd r 1421_11_03/19/07_11 421 _I L_03/19/07J [ 7 I C 4 x 8 I[ Project No: Issued on: Sample Set ID: Permit # (s): Original: !VI Revised: I _I Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glenium Non Chloride Accelerator Water Required Strength: (1%) 5000 psi € 28 days Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 03/20/07 13150 006 -073 Weight (per cu.yd) 550.0 1,431.0 414.0 1,353.0 105.0 35.0 21.1 260.0 lbs lbs lbs lbs lbs oz oz lbs Set II: Post Tension deck level 2, zone 5 and closure strip at level 2 at grid F.5 / 3-4. Sample taken at 170 cubic yards of 333 total cubic yards placed, near H / 2. 15 gallons of water added. 3000 psi required for stressing. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample I Lab a Date Tested Age Size On) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 03/12/071b157- Fdr141911 03/13/07][ 1 J1 4x8 II ][ 0.00 IL o.00 II _ I 03 /12/07][0157 -Fa [ 14201 [03/14/07 [ 2 ] 1 4 x 8 I [ 38060 11 4.00 1 [ 12.57 11 3030 I ][ 0.00 I[ 0.00 IL I ...I 03/12/07 0157 11 1422 if [ 03/19/071L 71r 4 8 i if 92380] [ 4.00 1E12.57 ] 1 _ 7350 1 03/12/07 I[ 0157 ] [ 1423 1L04/09/07 I ris l r 4x8 l l J Lo.00 ] 0.00 ] I 1 0312/0711_ 0157 _ l [ _1424_] [ - 0 4 / 0 9 / 0 7 ] [ 28Jr"( x 8 j [ .11L 0.00 I [ 0.00 I I _ I 03/12/07IL01571 1425L04/09/07]128l1 4x8 J1 i[0_00_[1 0.00 II I Remarks: Field cure sample # 1420 made 3000 psi strength requirement, all other field cure samples were discarded. Inspector(s): Graham, J. Le, Q. Tested by: Taylor, M. Reviewed by: 4 ) y , Drinnis Sanbom Branch Manager NOTES: Break desuiptions for samples testedwith neoprene pads are not required per ASTM SW. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc NA I. NA 1° NA V NA Is NA I" NA 1° NA 1 PATE 1050 -1C, Rev Z 10118/ MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor. Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID: Sample Temp. (ASTM C1064) 60 °F !Water/Cement Ratio: 0.348 6.5" 1 Placement Location and Notes: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 40 °F Overcast Concrete Cadman 7709884 661281 Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR Sample(s) Reed: 03/13/07 Actual Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 F/1 I _I Original: Revised: Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glenium Water Required Strength: (f'c) 5000 psi € 28 days Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 03/20/07 13149 COMMUNITY DEVELOPMENT Set I: Post Tension deck level 2, zone 5 and closure strip level 2 ramp F.5 / 3-4. Sample taken at 63 cubic yards of 333 total cubic yards placed, near J / 1.5. 3000 psi required for stressing. RECEIVED MAR 2 6 2001 Weight (per cu.yd) 553.0 lbs 1,446.0 lbs 416.0 lbs 1,344.0 lbs 105.0 lbs 35.6 oz 229.0 lbs COMPRESSION TEST RESULTS (ASTM C39, 01231, and C617 when applicable) Date Made Sample* Lab # Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) Break Type 03/12/07 ]0156 -Fd r 1412 11 03/13/07 I [ 1I] 4 x 8 E 10.00 11 I I NA I' 03/12/071 [ 0 1 5 6 _ F d L 1413 1003/14/07 ] [ 2 I1 4 x 8_ ] [ 40330] [ 4.00 1[12.5/3 L_ . 3210 I I NA V " 03/1210 0158 -011414 . 103/19/07 r 7] L 4 x 8 ] L 1 1 0 . 0 0 ][ 0.00 If _ _ I I NA I" 03/12/071x 14151CO3/19/071r711 4 x8__1(_83755 [_4_00 6660 11 NA I" 03/12/07 11 0156 JC1 IL 04/09/073 28 ir 4 x 8 I 03/12/07 1 1 . 0 1 5 6 = 141 11 04/09/07 1 L 2 8 1 _ 4 x 8 � 71 I f 0 1 [ 0.00 I I I I NA i • 03/12/07 11 o1 1418 11 04/09/07 1L�I 4x8 Jr JLo. JI II NA 1" Remarks: Field Cure Sample #1413 made 3000 psi strength requirement, all other field cure samples were discarded. Inspector(s): Graham, J. Le, Q. Tested by Taylor, M. if 0.00tam If 11 NA 1" NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Reviewe . b:: !JW Den is Sanborn Branch Manager MTE 1050 -IC, Rev2, 10/18/ MAYES TESTING ENGINEERS, INC Project Name: Site Address* Client: Engineer. Contractor. Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. Initial Storage Temp. (ASTM C1064) I (ASTM C31) 60 °F NR I Water /Cement Ratio: Date Made Sample # 1 0155 I 1 0155 I 1 0155 I 1 0155 Remarks: 1 03/09/07 I 1 03/09/07 03/09/07 I 1 03/09/07 I 0.457 CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 52 °F Cloudy Concrete Cadman 7709761 581081R Slump (ASTM C143)1 [Placement Location and Notes: 1379 1 1380 1 1381 1 1 04 /06 /07 j 04/06/07 1 1382 I 6.5" 03/16/07 I 04/06/07 Inspector(s): Graham, J. Tested by: Simmons, N. Entrained Air I (ASTM C231) I7I 128 28 I I28I FIELD DATA ASTM C31 and 0172 NR Sample(s) Recd: 03/10/07 4x8 I 4x8 1 4x8 1 4x8 Le, Q. Actual COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) 1 6421) I Project No: T6109 Issued on: 03/19/07 Sample Set ID: 13140 Permit # (s): D06 -073 RE CEIVED Original: Revised: Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA Required Strength: (fc) 5000 psi , 28 days Level 2 columns at E, F, G / 4 and G / 5 and 6. Sample taken at 7 cubic yards of 7 total cubic yards placed. 10 gallons of water added. 1 4.00 I 0.00 I o.00 1 0.00 1 Surface Strength (psi) 1 12.57 I I o.OJ I 0.00 0.00 I I 5110 I I I Reviewed b : D- nis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature' Information in this report applies only to the actual samples tested and shalt not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 471.0 lbs 1,469.0 lbs 466.0 lbs 1,390.0 lbs 76.0 lbs 13.8 oz 250.0 lbs 20.0 oz Break Type I NA I NA I NA MTE 1050-16. Rev 2, 10/18/ MAR 2 6 2007 CO MMUNITY DEVELOPMENT MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor. Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : L Sample Temp. (ASTM C1064) 61°F Water /Cement Ratio:• {Placement Location and Notes: Level 2 columns at E/4, F /4, C/2, C /3, and A/3. 11 total cubic yards placed. 5 of 11 allowable gallons of water added onsite. Date Made Sample # 1 02/21/07 02/21/07 L02/21/07 02/21/07 Remarks: 0.452 0146 I 0146 I 0146 I 0146 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 48 °F Sunny Concrete Cadman 705385 631081R Initial Storage Temp. (ASTM C31) Slump (ASTM C143) COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) I 1001 1 1002 1 1003 r 1004 NR 5.25" CONCRETE LABORATORY TEST REPORT 02/28/07 03/21/07 03/21/07 I 03/21/07 I Inspector(s): Graham, J. Tested by: Simmons, N. I71 125 28 128 FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR Sample(s) Rec'd: 02/22/07 I 4x8 I I 4x8 1 4x8 I 1 4x8 Actual I 73490 97410 I 97100 I 4.00 I 4.00 96130 4.00 1 4.00 1 Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 Fax 253.584.3707 Project No: T6109 Issued on: 03/21/07 Sample Set ID: 13045 Permit # (s): DIJ6- 93ECEIVED MAR 2 6 2001 Original: Revised: Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA Required Strength: (£c) 5000 psi @ 28 days Surface Strength (psi) Break Type 1 12.57 I 12.57 12.57 1 1 12.57 I 5850 I 7750 I 7650 1 I 7730 Reviewed by: a De is Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc DEVELOPMENT Weight (per cu.yd) 515.0 lbs 1,465.0 lbs 421.0 lbs 1,376.0 lbs 85.0 lbs 10.1 oz 271.0 lbs 281.1 oz I NA NA NA NA PATE 1050.10. Rev 2, 10118/ MAYES TESTING ENGINEERS, INC Project Name: Site Address Client Engineer. Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Water /Cement Ratio: • Placement Location and Notes: Set Ill: PT deck A- F.5/1 -3 level 2. Sampled at 358 of 420 total cubic yards at grids C/2.5 in the beam at 9:10am. 3,000 psi is required to stress. Once field cure breaks were above 3,000 psi all other test samples were discarded. Sample # 145 -F 02/16/07 I b145 -Fd 1 0894 1 02/16/07 I Date Made 1 02/16/07 I 02/16/07 L02/16/07 1 02/16/07 Remarks: Sample Temp. Initial Storage Temp. (ASTM C1064) (ASTM C31) 71 °F NR 0.379 1 0145 I 0145 1 0145 0145 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 53 °F Cloudy Concrete Cadman 7704238 661281 Slump (ASTM C143) • Lab # 1 0893 1 0895 1 0896 1 0897 0898 Inspector(s): Tested by: 7 " CONCRETE LABORATORY TEST REPORT 02/19/07 I 02/20/07 02/23/07 3/16/07 I 03/16/07 I 03/16/07 FIELD DATA ASTM C31 and C172 I Entrained Air (ASTM C231) NR l Sample(s) Rec'd: 02/17/07 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) I3I 4 I7I I 28I 128 128 I 4 x 8_1154710 I 1 4x8 I 1 4x8 I 1 4x8 4x8 I 4x8 Graham, J. Edmonds, Simmons, N. Actual I 76270 I 103575 I 106400 I 105285 Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: WI Revised: Mix Proportions: Ingredient Cement Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash HRWRA Non Chloride Accelerator Water Required Strength:(Tc) 5000 psi @ 28 days 4.00 I o.00 4.01 I 1 4.00 I 4.00 I 4.00 1 12.57 I 0.00 I 1 12.63 I 1 12.57 I 1 12.57 I 12.57 I I 8240 I 8470 8380 Reviewed by: yr- Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTMS except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced Wthout the approval of Mayes Testing Engineers, Inc, Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 03/19/07 13015 RECEIVED MAR 2 6 2007 DE VELOPM ENT Weight (per cu.yd) 549.0 1,439.0 433.0 1,348.0 105.0 35.7 27.7 248.0 I 4350 I 6040 I lbs lbs lbs lbs lbs oz oz lbs Break Type NA I I NA I NA NA NA NA FATE 1050 -IC, Rev Z 10(18/ MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: Air Temperature: Weather: Product Supplier. Ticket Number : MixDesign ID : Water /Cement Ratio: Date Made Sample a 02/16/07 1 A2/16/07 1 L02116/07 I 1 02/16/07 1 02/16/07 I L02/16/07 Remarks: 0.379 ;0144 -FN 0144 -FC 0144 I 1 0144 1 0144 I 1 0144 1 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 48 °F Cloudy Concrete Cadman 7704134 661281 Sample Temp. 'Initial Storage Temp. (ASTM C1064) I i (ASTM C31) 48 °F NR [Placement Location and Notes: Slump (ASTM C143)1 [ Sample(s) Rec'd: Set II: PT deck A- F.5/1 -3 level 2. Sampled at 168 of 420 total cubic yards at grids D/1 in the beam at 6:48am. 3,000 psi is required to stress. Once field cure breaks were above 3,000 psi all other test samples were discarded. Lab 0887 1 0888 1 0889 1 0890 10891 1 0892 6.5" CONCRETE LABORATORY TEST REPORT COMPRESSION TEST RESULTS (ASTM C39, C1231, and C517 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) 02/19/07 002/20/07 I 02/23/07 I 03/16/07 03/16/07 I 1 03/16/07 Inspector(s): Graham, J. Tested by: Simmons, N. 31 4 7 1 281 1281 1 28 FIELD DATA ASTM C31 and C172 NR 02/17/07 4x8 I 1 4x 1 4x8 1 4 4x8 I 4x8 Edmonds, Actual 1 52335 I 1 1 79245 I 1 106855 1 109380 Mix Proportions: ingredient Cement Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash HRWRA Non Chloride Accelerator Water Required Strength: (fc) 5000 psi @ 28 days 1 4.00 I 1 0.00 1 4.01 1 4.00 1 1109109 II 4.O01 4.00 Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: Vt Revised: ❑ 1 12.57 I 0.00 12.63 1 12.57 1 12.57 12.57 1 4160 1 1 6270 I I 8680 8700 Reviewed by: P r Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperatue Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 03/19/07 13014 RECE, MAR 2 6 2007 o Weight (per cu.yd) 549.0 lbs 1,433.0 lbs 418.0 lbs 1,345.0 lbs 105.0 lbs 36.4 oz 13.9 oz 248.0 lbs Break Type NA I NA 1 NA I 1 8500 11 NA I' 1 NA IRE 1050.1C, Rev Z 10(18! MAYES TESTING ENGINEERS, INC Project Name: Site Address' Client Engineer. Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) [Water /Cement Ratio: 0.376 [ Location and Notes: j Set I: PT deck A- F.5/1 -3 level 2. Sampled at 31 of 420 total cubic yards at grids D/1 in the beam at 5:22am. 3,000 psi is required to stress. Once field cure breaks were above 3,000 psi all other test samples were discarded. Date Made Sample I Lab • 02/16/0710143-F0 b143 -FCI 08821 L 0143_► L0883 I [2/16/07 I 1 0143 J [02/16/07 I 02/16/07 1 02/16/07 I 02/16/07 Remarks: 65 °F NR NR 1 0143 1 0143 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 48 °F Cloudy Concrete Cadman 7704113 661281 I Initial Storage Temp. I Entrained Air I (ASTM C31) I (ASTM C231) Slump (ASTM C143) 1 0881 0884 0885 0886 6.75" CONCRETE LABORATORY TEST REPORT COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 02/19/07 02/20/07 02/23/07 1 03/16/07 1 03/16/07 1 03/16/07 Inspector(s): Graham, J. Tested by: Simmons, N. 3 4 7 L2� I 28 28 FIELD DATA ASTM C31 and C172 Sample(s) Rec' 02/17/07 4x8 I 4x8 1 4x8 [ 4x8 I 4x8 1 4x8 Edmonds, Actual I 57095 77425 109110 I 104330 I 106170 I Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: Revised: Mix Proportions: Ingredient Cement Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash HRWRA Water Required Strength: (fc) 5000 psi @ 28 days I 4.00 I 0.00 I 1 4.01 4.00 I 4.00 I 4.00 1 12.57 [ 0.00 [ 12.63 1 12.57 I 12.57 I [ 12.57 ❑ RECEIVE MAR 2 6 2007 DEV ELOPMENT Weight (per cu.yd) 4540 6130 8680 8300 I 8450 Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 03/19/07 13013 548.0 lbs 1,438.0 lbs 411.0 lbs 1,351.0 lbs 107.0 lbs 36.4 oz 246.0 lbs I NA I NA I NA NA NA Reviewed D- nis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. WE 1050 -1C, Rev 2, 10/181 Lab - No. Date Tested Lt Grouted Yes No Wr Factor Total Load (Ibs) Net Area (Sq. In) . Strength (psi) PSI /With H/T Factor Type of Fracture 6024 3/21/07 7 X 2.04 1.0036 147100 66 33 2218 2230 CS 6025 4/11/07 28 X 6026 4/11/07 28 X 2 2 n MAYES TESTING ENGINEERS, INC 917 134 St. SW, Suite A -1 Ph 425.742.9360 Everett, WA 98204 Fax 425.745.1737 10029 S. Tacoma Way, Suite E -2 Ph 253.584.3720 Tacoma, WA 98499 Fax 253.584.3707 7911 NE 33 Drive, Suite 190 Ph 503.281.7515 Portland, OR 97211 Fax 503.281.7579 Masonry Prism Test Report FIELD DATA (ASTM C 1314): Date Laid: 3/14/07 Type of Unit: N -1 CMU ASTM /UBC Spec: C -90 Size of Unit 8X8X8 Unit PSI Req.: 1500 Design F'm: 1900 Date Grouted: 3/15/07 Sample No.: 1 Compression Test Machine information: Diameter of Spherical Seat: T Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Inspector. J. Graham Tested by: A. Quiring Project No.: T6109 Date: 3/14/07 -- RECEIVE D Project Southcenter Mall Parking Garage B Owner. Westfield Corporation, Inc. Engineer. Coughlin Porter Lundeen Architect: FSI Architects Contractor. JTM Construction Permit No.: D06 -073, D06 -135 MAR 2 6 2007 DEVELOPMENT NT Mortar Producer. Design Mix Design fc/28 days: 1800 psi Mix Proportions: Pre -Mixed Bag Cement: Lime: Sand: Water: Grout Producer: Stoneway Mortar /Grout as spec: Yes 0 No ❑ Design fc/28 days: 2000 psi Air Temp: 38 °F Mix Proportions: Gravel: 3/8" — 906 lbs Mortar Temp: N/A Cement 660 lbs Water: 320 lbs Grout Temp: 59 °F Sand: 2002 lbs WRA: Prisms were properly constructed & grouted, representing walls constructed, Grout was placed for Remarks/Locations: Level 1 storeroom walls C grids 3/D -F, F/3-4, 4 /F -D. Provided Upper Bearing Plate Thickness: 1.25" Provided Lower Bearing Plate Thickness: 1.25" COMPRESSION TEST RESULTS (ASTM C1314) Reviewed by: Notes: Sketches or photos of prism failure modes are maintained on file with report, and can be viewed on request. As testin4 performed in accordance with applicable ASTM's except C1314, 11.1.3 — 'recording field temperature.' Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Legend: CB: Conical Break, CSh: Cone & Shear, CSp: Cone 8 Split, TB: Tension Break, SCB: Semi-Conical Break, SB: Shear Break, FSS: Face Shell Separation MTE 1210 -3C, Rev 1, 1/10107 MAYES Everett Office . '7.-1._ TESTING E NGINEERS, INC in 9/ S�7 A t Street SW 1pp� Everett, WA 98204 COINM ph 425.742.9360 MTE NO: T610‘ D 1- fax 425.745.1737 Tacoma Office PROJECT: SOUTHCENTER MALL PARKING GARAGE B 10029 S. Tacoma Way Address: 633 douthcenter Mall Blvd suite E -2 Tukwila, WA Tacoma, WA 98499 ph 253 584 3720 PERMIT NO: D06 -135 fax 253.584.3707 Portland Office Page 120 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects lax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 3 -13-07 Weather: Partly Sunny Inspection: Resteel, Structural Masonry and Epoxy Samples: N/A MTE inspector arrived on site and inspected the installation of vertical #5 bars into existing slab on grade for storeroom walls as follows: 3 /D -F; F/3-4 and 4 /F -D. Resteel was properly installed in clean, dry holes and secured with Simpson Set 22 Epoxy. Bars were embedded 7" into slab. Masons started placing 8" CMU for storeroom walls listed above. Type N1 CMU was placed using Type S Mortar. Five representative prisms will be constructed prior to 1 grout placement. Masons placed 2 courses today. Resteel was properly installed for remaining columns at level 2, zone 4. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums. Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson. City of Tukwila Reviewed by INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INCRECE,VE MAR 1 4 2007 MTE NO: T6109 Comm a ttv i n PROJECT: SOUTHCENTER MALL PARKING GANT Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 118 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 3 -9-07 Weather: Cloudy Inspection: Post Tension and Reinforced Concrete Samples: (4) 4 x 8" cc: Patrick Burns, Westfield America Mike Napolitano. JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTORS: Jerry Graham Quang Le Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected stressing of level 2, zone 4 PT deck (F.8- N/4 -6). All tendons were properly stressed and elongations were within specified tolerances. Two field cure cylinder break tests were below specified 3,000 psi (2685 and 2894). Structural engineer approved stressing. No problems were noted. Inspected placement of approximately 7 cubic yards of Cadman Concrete Mix # 581081R for level 2 columns at E/4, F /4, G /4, G/5 and G /6. All resteel and embeds were properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Performed final inspection with structural engineer for level 2, zone 5 PT deck. It was noted that top reinforcing on grid G was missing at beams. These were properly installed. Deck was properly completed and clean and ready for concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: AOZO Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. Re ceiver) MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARA6 Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 117 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 3 -8 -07 Weather: Sunny Inspection: Reinforced Concrete and Post Tension Samples: (4) 4 x 8" MTE inspector arrived on site and inspected placement of approximately 30 cubic yards of Cadman Concrete Mix # 661281 for the following: PT ramp, level 3 (3- 4/D.5 -F.5), level 2 closure strip A- D,5/8. All resteel and PT tendons were properly installed, in accordance with approved plans, including items noted on 03/07 report. Work continued on level 2/zone 5 PT deck. Column resteel was properly installed for level 2 columns en G line. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: MAR 14 1001 UNITY Per INSPECTOR: Jerry Graham k)6 Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 Tacoma Office PROJECT: SOUTHCENTER MALL PARKING GARAGE B 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tacoma, WA 96499 Tukwila, WA RE ph 2535643720 PERMIT NO: D06 -135 C � v e tax 253.564.3707 Portland Office ?OQJ Page 116 AR 1 3 7911 NE 33rd Drive Suite 190 COmm P Portland, 7 515 97211 Owner: Westfield America / 1 . v h503 261 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 3 -7-07 Weather: Cloudy Inspection: Reinforced Concrete and Post Tension Samples: (24) 4 x 8" MTE inspector arrived on site and inspected placement of approximately 470 cubic yards of Cadman Concrete Mix # 661281 for level 2, zone 4 PT deck. All resteel and PT tendons were properly maintained during placement. Concrete was properly placed and mechanically consolidated. Workers started installing resteel and PT tendons for level 2 ramp (3- 4 /D -F.5). The following items need to be addressed: 1. Top mat steel not finished. 2. Need hairpins at tendon anchors. 3. Two western most tendon anchors need to be moved to straighten tendon layout. 4. Cable barrier tubes at column F/5 need to be adjusted to align with others. PRELIMINARY: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTORS: Jerry Graham Espy Lampkin Everett Office 917.134th Street SW Suite Al - Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 115 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: PRELIMINARY: T6109 Tacoma Office SOUTHCENTER MALL PARKING GARAGE B RE CE 10029 S. Tacoma Way 633 Southcenter Mall Blvd �VRD Suite E -2 Tukwila, WA MAR ) Tacoma, WA 98499 1 3 20 ph 225533 584 3720 D06 -135 0/ f ax 584.3707 ok PENT Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 3 -6 -07 Sunny Resteel and Post Tension N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Portland Office 7911 NE 33rd Drive suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed final inspection of level 2, zone 4 PT deck. All resteel and PT tendons were properly completed; including items noted by engineer on 2/26/07. Deck was cleaned and ready for concrete placement. Work continued on level 2, zone 5 PT deck. Resteel and tendons were still being installed. Forms and decking were being constructed for level 3 ramp (3- 4 /C -F.5). cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 114 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: PRELIMINARY: T6109 SOUTHCENTER MALL PARKING 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 3 -5 -07 Sunny Resteel and Post Tension N/A MTE inspector arrived on site and monitored as workers continued to install resteel and PT tendons for level 2, zone 5 PT deck beams. Forms and decking were being installed for level 3, zone 2 PT deck. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: GARAGE E CEIVED MAR 13 1007 birtig Nary �P�6FJVT INSPECTOR: Jerry Graham ,L6',(6) Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281 7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGEREce, Address: 633 Southcenter Mall Blvd V Fo Tukwila, WA MAR 13 ?OOI PERMIT NO: D06 -135 Oc0PN Page 113 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: PRELIMINARY: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 3 -2 -07 Cloudy Resteel and Post Tension N/A cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Reviewed by: Everett Office 917434th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for ongoing construction inspection. Workers started reinstalling resteel for stairway opening in level 2, zone 4 PT deck (4.5- 4.8/M.2 -N). PT tendons were adjusted to match opening. Workers were still installing resteel and tendons for beams in level 2 /zone 5 PT deck. Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 112 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor JTM Construction Date: 3 -1-07 Weather: Cloudy Inspection: Reinforced Concrete and Resteel Samples: (4) 4 x 8" MTE inspector arrived on site and inspected placement of approximately 24 cubic yards of Cadman Concrete Mix # 631081 R for the following: Level 2 shear wall A/1.7 -2.3 and columns at Cu; 1 F /3; G /3; H/3 and F /4. All resteel for these was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Workers started installing resteel and PT tendons for level 2, zone 5 PT deck at beams. PRELIMINARY: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham ,(4) Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC RF CE/VF� CONCRETE LABORATORY TEST � �FNT Project Name: Southcenter Mall Parking Garage B Project No: Issued on: Site Address: 633 Southcenter Mall Blvd Client Engineer. Contractor: Air Temperature: Weather Product: Supplier. Ticket Number : MixDesign ID: Sample Temp. (ASTM C1064) I 69 °F Water /Cement Ratio: 03/01/07 1 03/01/07 I 03/01/07 03/01/07 Remarks: 0.325 Date Made Sample # 1 0149 { 1 0149 I 0149 I 1 0149 I Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 43 °F Cloudy Concrete Cadman 707496 631081R Initial Storage Temp. I I (ASTM C31) `Slump (ASTM C143) 4 25" Lab# { 1201 1 1202 1 1203 1204 NR 03/08(07 03/29/07 03/29/07 03/29/07 1 Inspector(s): Graham, J. Tested by: Simmons, N. 7 128 28 128 FIELD DATA ASTM C31 and 0172 Entrained Air (ASTM C231) NR Sample(s) Recd: 03/02/07 [Placement Location and Notes:1 Level 2 shear wall A/1.7 -2.3, columns at C /1; F /3, G/3, H/3 and F /4. 24 total cubic yards placed. Added 10 gallons of water on site of 19 allowable. COMPRESSION TEST RESULTS (ASTM C39, 01231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) { 4x8 4x8 I 1 4x8 I 4x8 Actual I 76820 Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA Required Strength: (fc) 5000 psi @ 28 days 4.01 { 0.00 1 0.00 0.00 Sample Set ID: 13097 Permit # (s): D06 -073 Original: [/] Revised: 1 12.63 0.00 0.00 1 0.00 6080 Reviewed by: Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 • "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 99499 ph 253.584.3720 fax 253.584.3707 T6109 03/08/07 Weight (per cu.yd) 515.0 lbs 1,465.0 lbs 422.0 lbs 1,369.0 lbs 85.0 lbs 10.2 oz 195.0 lbs 27.8 oz Break Type NA NA NA NA PATE 1050 -1C, Rev 2, 10118/ MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor. Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 68 °F Water/Cement Ratio: I 02/08/07 1 1 02/08/07 1 02/08/07 1 1 02/08/07 I Remarks: 0.382 1 0140 j 1 0140 1 0140 1 0140 I Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 53 °F Cloudy Concrete Cadman 702035 661261 Date Made Sample a Lab rr I Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 1 0672 1 0673 1 0674 0675 4" [Placement Location and Notes: CONCRETE LABORATORY TEST REPORT 02/15/07 03/08/07 03/08/07 03/08/07 I 171 28 I 128 1 28 1 Inspector(s): Graham, J. Quehl, D. Tested by: Simmons, N. FIELD DATA ASTM C31 and C172 NR Sample(s) Rec'd: 02/09/07 44 cubic yards total placed for PT ramp (level 2, 3-4/F.5-K5). 10 gallons of water added on site (19 gallons allowable). COMPRESSION TEST RESULTS (ASTM C39, C1231, and 0817 when applicable) Date Tested Age Size (in) Load Os) Dia (in) Surface 1 4x8 4x8 1 4x8 4x8 1 Actual 178375 1 1 1057651 1 110350 1 1068601 Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water Required Strength: (f'c) 5000 psi g 28 days 1 4.00 1 4.01 I 1 4.01 1 1 4.01 I 12.57 12.63 1 12.63 1 1 12.63 1 6240 1 8370 I 8740 8460 Reviewed by: 7 fv Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed M accordance with applicable ASTMs except C- 31,10.1.2 -"recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, kit Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6109 Issued on: 03/08/07 Sample Set ID: 12956 Permit # (s): D06 -073 ^ Original: ,V 'TE cFie Revised: 9 /1148 el) oE MU 10 y h d/ r Weight (per cu.yd) 549.0 lbs 1,437.0 lbs 421.0 lbs 1,350.0 lbs 105.0 lbs 39.9 oz 250.0 lbs Strength (psi) Break Type I NA I NA 1 NA NA MTE 1050.10. Rev Z 101181 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 111 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: RECENE 'MAR 0 9 2007 T6109 COMMUNITY SOUTHCENTER MALL PARKING GARAGE 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 2 -28 -07 Cloudy Resteel N/A � EVELOppE NT MTE inspector arrived on site for ongoing resteel inspection. Resteel has been removed form around the 2 level stairway at N- N.8/4.5 -4.8. Workers will reform this in proper location. Construction continues on decking for level 2, zone 5 PT deck. No resteel or tendons are installed yet. Forms are installed for level 2 shear wall on A/1.5 -2.3. This wall is ready for concrete placement. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. Everett Office ECE /r/�� Ev A -7h Street SW .�...•. 7 Everett, WA 98204 q ��/ ) ph 425.742.9360 �� O � fax 425.745.1737 MTE NO: T6109 p�com UN1Ty Tacoma Office PROJECT: SOUTHCENTER MALL PARKING GARAGE 8 "`wPkFH 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tukwila, WA Tacoma, WA 98499 ph 253.584.3720 PERMIT NO: D06 -135 fax 253.584.3707 Portland Office Page 110 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -27 -07 Weather: Cloudy Inspection: Resteel Samples: N/A MTE inspector arrived on site for ongoing resteel inspection. Contractor verified that 2 level stairway (N- N.8/4.5 -4.8) was constructed 2' west of planned location. Ironworkers started deconstructing resteel around this opening. Workers were forming up level 2, zone 5 PT deck. PRELIMINARY: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. Rest ye. MTE NO: T6109 *AR 0 g 10 Address: PROJECT: SO I Blvd PARKING GARAGE B gDit�rM Tukwila, WA PERMIT NO: D06 -135 Page 109 Owner Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -26 -07 Weather: Sunny Inspection: Reinforced Concrete and Resteel Samples: (4) 4 x 8" MTE inspector arrived on site and inspected placement of approximately 25 cubic yards of Cadman Concrete Mix # 631081R for level 2 wall at 1 /D -F and column at 1/6. All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Inspected continued on 2 level zone 4 PT deck. Contractor discovered that stairway (N- N.8/4.5- 4.8) was mislocated. Scheduled concrete placement was cancelled. The following still needs to be completed: Install embeds for precast panels. Missing #4 horizontal bars along joint at ramp. 8" pipe needs to be moved or have steel sleeve installed at J /6. (3) #6 bars need to be added at 5.8 /N -M (as per SR -17). Workers were cleaning deck still. PRELIMINARY: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett. WA 98204 p h 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. Retell/e *AR p g 1007 MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B MOEN Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 108 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -23 -07 Weather: Sunny Inspection: Reinforced Concrete and Resteel Samples: (4) 4 x 8" cc: Patrick Burns. Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 11 cubic yards of Cadman Concrete Mix # 631081R for level 2 columns at A/1, B /2, B/3, D /2, E/2 and F /2. Resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Work continued on level 2, zone 4 PT deck. Bottom mat resteel was being installed. Beams were being completed. Inspected resteel for level 2 shear wall at line A/1.8 -2.2. Resteel for this wall was properly installed in accordance with approved plans To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Dennis Sanborn, Branch Manager RECEN 'MA 0 9 2001 n J M T M�iU MTE NO: T6109 ""S PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 - 135 Page 107 MAYES TESTING ENGINEERS, INC. ,a .._ ,.v1 -. .T Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 - 22 - 07 Weather: Sunny Inspection: Resteel and Post Tension Samples: N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253 584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281 7515 fax 503.281.7579 MTE inspector arrived on site as work continued on level 2, zone 4 PT deck (F.5- N13 -6). Resteel and tendons are properly installed in beams for this deck, though final profiles of tendons still need to be adjusted. Inspected resteel for level 2 shear wall, line 1 /D -F. Resteel was properly installed, in accordance with approved plans. Workers will install forms for this wall. PRELIMINARY: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather. Product Supplier. Ticket Number: MixDesign ID : Sample Temp. I (ASTM C1064) 62 °F Water /Cement Ratio: 0 Placement Location and Notes: Date Made Sample • Lab N L226/07 I I 02/26/07 I 226/07 0226/07 Remarks: 0.312 0148 1 0148 I 1 0148 0148 10029 S. Tacoma Way MAR 0 91001 Suite WA 98499 C OMM U ph 253.584.3720 CONCRETE LABORATORY TEST RE�Z§I!�ro Ng 253.584.3707 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 53 °F Sunny Concrete Cadman 706595 631081R i nitial Storage Temp. (ASTM C31) NR Slump (ASTM C143) Required Strength: (f c) 5000 psi @ 28 days Level 2 shearwall at 1 /D -F and column at 1/B with 25 total cubic yards placed. 10 of 16 gallons of water allowed added onsite. 1111 1112 1 1 1113 I 1 1114 I 4.5" COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested . Age Size (in) Load (Ibs) Dia (In) Surface Strength (psi) Break Type 03/05/07 03/26/07 03/26/07 I 0326/07 I Inspector(s): Graham, J. Tested by: Gordon, M. I Sample(s) Rec'd: 7 1 2 81 I 28 I 28 I FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR 02/27/07 1 4x8 I 1 4x8 1 4x8 4x8 Actual 1 7229) 1 4.01 I o.00 I 1 0.00 0.00 Reviewed by: RE CEIVED Tacoma Project No: Issued on: Sample Set ID: Permit # (s): D06-073 Original: Revised: Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA 12.63 I o.00 I 0.00 0.00 5720 Dennis Sanbom Branch Manager T6109 03/06/07 13073 Weight (per cu.yd) 515.0 lbs 1,469.0 lbs 421.0 lbs 1,378.0 lbs 85.0 lbs 10.2 oz 187.0 lbs 27.9 oz NA NA I NA NA I NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE 1050 -IC, Rev 2.10/181 MAYES TESTING ENGINEERS, INC RECEIVED WAR 0 9 20011 CONCRETE LABORATORY TEST Riga Ma Project Name: Site Address: Client Engineer: Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 56 °F Water /Cement Ratio: 1 Level 2 columns at: gallons. 0.453 0147 I 0147 I 0147 I 1 0147 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 47 °F Sunny Concrete Cadman 706206 631081R Initial Storage Temp. I (ASTM C31) Slump (ASTM C143) [Placement Location and Notes: Date Made Sample # Lab I 1 02/23/07 I 1 02/23/07 L02/23/07 02/23/07 Remarks: 1072 1 1073 1074 1075 1 NR 4.5" 03/02/07 03/23/07 03/23/07 03/23/07 I Inspector(s): Graham, J. Tested by: Quiring, A FIELD DATA ASTM C31 and C172 NR Actual Sample(s) Rec'd: 02/24/07 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (In) Load (ibs) Dia (in) Surface Strength (psi) I7I L?J L26J I 28 I 1 4x8 I r 4x8 1 4x8 1 4x8 1 77335 Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA Required Strength: (fc) 5000 psi @ 28 days 4.00 0.00 1 12.57 I 0.00 0.0 I I 0.00 L0.0pi I 0.00 6150 Reviewedif Donis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without Me approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E - 2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6109 Issued on: 03/02/07 Sample Set ID: 13063 Permit # (s): D06 -073 Original: r k Revised: Weight (per cu.yd) 515.0 lbs 1,465.0 lbs 423.0 lbs 1,370.0 lbs 87.0 lbs 10.3 oz 273.0 lbs 28.1 oz A / 1, B / 2, B / 3, D / 2, E / 2 and F / 2. 11 total yards placed. Water: Added 5 of 11 allowable Break Type NA I NA I ° NA PATE 1050-1C. Rev 2.10/18/ MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 106 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -21 -07 Weather: Sunny Inspection: Reinforced Concrete and Post Tension Samples: (4) 4 x 8" MTE inspector arrived on site and inspected the placement of approximately 11 cubic yards of Cadman Concrete Mix # 631081R for the 2 level columns at E /4, F /4, C /2, C/3 and A/3. Resteel was properly installed, in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Work continued on level 2, zone 4 PT deck. High concrete at column, noted on report for 2/20, was chipped down properly. Workers continued installing resteel and tendons for this deck. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: RECEIVED tFEB 2 7 2001 COMMUNITY P T INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 105 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -20 -07 Weather: Cloudy Inspection: Reinforced Concrete and Post Tension Samples: N/A MTE inspector arrived on site and inspected cutting of PT tendons for level 2, zone 3 PT deck. All tendons were properly cut to within 1" of tendon anchors. Care was taken not to damage anchors. Anchor pockets were then grouted. Workers started installing tendon anchors and resteel for level 2, zone 4 PT deck. It was determined that concrete at the top of column at J /5, was 2" too tall. This will have to be chipped down. PRELIMINARY: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: RECEIVED tEEB 2 7 2001 O EVE OP T INSPECTORS: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 104 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 2 -19 -07 Rain/Wind Post Tension N/A MTE inspector arrived on site and inspected stressing of PT tendons for level 2, zone 3 PT deck. During stressing, one distributed tendon broke. This tendon runs N/S and is the 2 full width tendon east of the stairway. Engineer was called and approved continuation of stressing. All other tendons were properly stressed and elongations were within specified elongations. The remaining tendons for level 2, zone 2 PT deck were cut today. Tendons were for beams at 4, 5, and 6 lines and behind shear wall on 6 line /C -E. Tendons were cut properly cut to within 1" of tendon anchors, grease caps were properly installed on tendon ends and anchor pockets were properly grouted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Marlin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Reviewed by: REC ENED /FFB 2 C OM M °�YT INSPECTORS: Jerry Graham Jaimie Gordon Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E - 2 Tacoma, WA 98499 ph 253 584 3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: Air Temperature: Weather Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 71 °F W / Cement Ratio: 53 °F Cloudy Concrete Cadman 7704238 661281 Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 0.379 7" [Placement Location and Notes: Date Made Sample # Lab # Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 02/16/07 ],0145 -FQ [ 0893 L02/1.6/07 0145 -FC J 0894 _I L02 /16 /OiJL 0145 J 02/16/0 0145 11 0896 7 1::16[o7J r 0145 ] 0897 i L02 /16 /07 j [ 0145 II_ 0898J Remarks: CONCRETE LABORATORY TEST REPORT FIELD DATA ASTM C31 and C172 Inspector(s): Graham, J. Tested by: Simmons, N. Entrained Air (ASTM C231) NR Sample(s)Reed: 02/17/07 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Edmonds, RECEIVED (FEB 2 7 NS COMMUNITY Actual I Mix Proportions: Ingredient Cement Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash HRWRA Non Chloride Accelerator Water Required Strength: (fc) 5000 psi @ 28 days Surface Strength (psi) Reviewed b H^ Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6109 Issued on: 02/23/07 Sample Set ID: 13015 Permit # (s): D06 -073 Original: v' Revised: [1 Weight (per cu.yd) 549.0 1,439.0 433.0 1,348.0 105.0 35.7 27.7 248.0 lbs lbs lbs lbs lbs 02 02 lbs Set III: PT deck A- F.5/1 -3 level 2. Sampled at 358 of 420 total cubic yards at grids C/2.5 in the beam at 9:10am. 3,000 psi is required to stress. Once field cure breaks were above 3,000 psi all other test samples were discarded. Break Type 02/19/07_LT1i 4x8 ji 547101 4.00 Jrf2.57 J, 4350 . jPNA]• 02/20/07 n 4 H 4x8 ]i0AO JL 0.00_ IF NA �• 02/23/07 If 7 J L 4 x 8 J [76270 ] L4,011 J[ 12.63 1 6040 j NA 03/16/07 x28 ] J 4 x 8 ] 0.00 ] L 0 ! L NA _ J 03/16/07 28 r 4 x S L 0.00 I 0 j i NA • o3ns /o�r26JI 4x8 1. 11[100..0000 o.00 I _IL NA 1 MTE 1050 -1C, Rev 2, 10/18/ • MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor. Air Temperature: Weather Product: Supplier. Ticket Number : MixDesign ID : r Sample Temp. (ASTM C1064) 48 °F Cloudy Concrete Cadman 7704134 661281 [Initial Storage Temp. (ASTM C31) CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction FIELD DATA ASTM C31 and C172 Actual 48 °F Water /Cement Ratio: 0.379 Date Made Sample # Lab # F02/16/07_, 0144 —FC, [ 0887 [02/16/0710144 -FC 0888 I: 02/16/071; 0144 II 0889 1 I 1 0144 [L0890_1: [02/16/07I L__9144 J1 102/16/01 l 0144 i [ 0892 J. Remarks: NR Slump (ASTM C143) 6.5" Placement Location and Notes: Entrained Air (ASTM C231) NR Sample(s) Rec'd: 02/17/07 Inspector(s): Graham, J. Edmonds, Tested by: Simmons, N. Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: ;/'., Revised: — BEVEL U I Mix Proportions: Ingredient Cement Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash HRWRA Non Chloride Accelerator Water Required Strength: (fc) 5000 psi @ 28 days Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 02/23/07 13014 Weight (per cu.yd) 549.0 lbs 1,433.0 lbs 418.0 lbs 1,345.0 lbs 105.0 lbs 36.4 oz 13.9 oz 248.0 lbs Set II: PT deck A- F.5/1 -3 level 2. Sampled at 168 of 420 total cubic yards at grids D/1 in the beam at 6:48am. 3,000 psi is required to stress. Once field cure breaks were above 3,000 psi all other test samples were discarded. COMPRESSION TEST RESULTS (ASTM C39 C1231, and 0617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type _ 02/19/07 ; 1 3 , [_4 x 8 ;, 52335 i i 4.00 I r 12.57 1L 4160 11 NA ° 02/20/07 _] [ 4_; i 4 x 8 11 �� 0 1 ] I ] I NNA A I" 02/23/07 j 1 7 1 it 4 x 8 }! 79245) 4.01 J11 6270 1 j" 03/16/07) 28 I [ 4 x 8 I ` 1 0.00 [ 0.00 1 [ NA l• 03/16/071[ 28 [ 4 x 8 ___10 o 0.00 ] r 11_ NA I' 03/16/071 28 J[_ 4x8_I ][ 0.00 11 0.00)1 I[ NA I" Reviewed by: fry Den is Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shalt not be reproduced without the approval of Mayes Testing Engineers, Inc. RE CEn/ED ' EcB 27 2001. orlr or1 y , MTE 1050 -1C, Rev 2, 10/16/ MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer: Contractor: Air Temperature: Weather: Product: Supplier. Ticket Number : MixDesign ID : Sa mple Temp. (ASTM C1064) 65 °F r Water/Cement Ratio: 0.376 NR 6.75" [Placement Location and Notes: CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction Inspector(s): Graham, J. Edmonds, Tested by: Simmons, N. FIELD DATA ASTM C31 and C172 48 °F Cloudy Concrete Cadman 7704113 661281 `Initial Storage Temp. r Entrained Air (ASTM C31) I (ASTM C231) NR Slump (ASTM C143)' Sample(s) Recd: 02/17/07 Actual Project No: Issued on: T6109 02/23/07 Sample Set ID: 13013 Permit # (s): D06 -073 Original: Revised: ❑ Mix Proportions: Ingredient Cement Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash HRWRA Water Required Strength: (cc) 5000 psi @ 28 days Tacoma 10029 S. Tacoma Way Suite E2 Tacoma WA 99499 ph 253.584.3720 fax 253.594.3707 REC ENED 'FEB 2 7 2007 DCop Ntry 4 tENi Weight (per cu.yd) 548.0 1,438.0 411.0 1,351.0 107.0 36.4 246.0 lbs lbs lbs lbs lbs OZ lbs Set I: PT deck A- F.5/1 -3 level 2. Sampled at 31 of 420 total cubic yards at grids D/1 in the beam at 5:22am. 3,000 psi is required to stress. Once field cure breaks were above 3,000 psi all other test samples were discarded. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample A Lab C Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 1 , 02/16/007 43- FdL0881 j 02/19/07 IL3LL 4 x8_;,_ . 57095_][ . 4.00 ] ][1 4540 IL NA j 02/16/07 ; 0143 FCI 0882 1 02/20/07 ]I 4 ]f 4 x 8 �� II 0.00 II _0.00 f i jJ NA ]" 1 02/16/07 _It 0143 _IL 0883 I 02/23/07 IL 7 ] r 4 x 8_ ] j 77425) L4A1 _] D2.63 6130 _IL NA_ _ I • 02/16/07)L0143 I 0884! 1 03/16/07 28 4 x 8 L_0.00 [ 0.00 II L_NA i• L 02/16/07 j L0143J 0885 I' 03/16/07 L28 ] 4 x 8 II _ I 1 0.00 II_ 0.00 (— IL NA ]• [02/16/07 1 L0143_] [ 0886 ; 03/16/07 i_28 j ( 4 x 8 IL 1F0.00 I P 0.00 i L . . NA i' Remarks: 4, Reviewed bX: Iv Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM SW. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE 1050 -1C, Rev 2, 1011131 • MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 62 °F Water /Cement Ratio: Date Made Sample # Lab* L/07]L 1 L012 JL 0135 0135 j 040 L0126/07 j 0135) 0402 0400 1 0i/26107J( 013T] [ 0403 Remarks: NR Inspector(s): Graham, J. Tested by: Simmons, N. CONCRETE LABORATORY TEST REPORT Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 47 °F Sunny Concrete Cadman 698482 631081R , Initial Storage Temp. i (ASTM C31) I L FIELD DATA ASTM C31 and C172 Actual Entrained Air (ASTM C231) NR Slump (ASTM C1437 7 r Sample(s) Rec Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6109 Issued on: 02/23/07 Sample Set ID: 12889 006 -073 Permit # (s): Original: Revised: Ii Mix Proportions: Ingredient Cement —Type 18 II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA REC EIJED -FEB 2 7 2007 Cm COMM PItF,NT Weight (per cu.yd) 518.0 lbs 1,469.0 lbs 424.0 lbs 1,378.0 lbs 86.0 lbs 9.0 az 253.0 lbs 27.6 oz 0.419 4.5" 01/27/07 Required Strength: (fc) Placement Location and Notes: j 5000 psi @ 28 days Main floor shear wall at N/2.8 -4.2; columns at F/4; E/4;1-1/5; J/5; I(/5 and H /6. Sampled at shear wall, bottom lift at 31 cubic yards of 50 total cubic yards. 5 gallons of water added of allowable 14. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 02/02/07 E7= 4 x 8 j' 70855T 4.01 [ 12.63 j [ 5610 - 1F NA h 0223/07 i[ 28j L 4 x 8 _j 77780 11 4.01 If 12.63 j 6160 II NA j' 0223/071 261 r 4 x 8 J', 77420 j L4.01 2j ( 12.631 [ 6130 JI NA 02/23/07 L28 Jr 4x8 U 78002 1[_4.01 I [ 12.63 I; 6180 JA Reviewed by: a . Dennis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE 1050 -1C, Rev 2, 10/181 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 103 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA 'D06 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 2 - 16 - 07 Cloudy Post Tension and Reinforced Concrete (18)4x8" RECEIVEnere O Office eet SW /FEB 22 100 Suite Qve e n , WA 98204 bh 425.742.9360 o co87rylUN iTy fax 425.745.1737 LO pRQ -IT Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 251584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected the placement of approximately 420 cubic yards of Cadman Concrete Mix # 661081 for the level 2, zone 3 PT deck (A- F.5/1 -3). All resteel and tendons were properly maintained during placement. Metal sleeves were installed at pipes at .4/1.2. Concrete was properly placed and mechanically consolidated. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson. City of Tukwila Reviewed by: tii INSPECTORS: Jerry Graham Beorn Edmonds Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. � 2 MTE NO: T6109 13 Co*. 2ryoo, PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 102 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -15 -07 Weather: Rain Inspection: Structural Steel and Concrete Samples: (4) 4 x 8" MTE inspector arrived on site to inspect welding of elastomeric plate to embed, or stainless steel plate to matching embed as per detail 4 on sheet S3.9. Visually inspected 2 inches of weld placed on either end of elastomeric or stainless steel plate to connect to embed, inspected (5) elastomeric plates and (5) stainless steel plates. Verified welder has WABO certification, and used AWS A5.4 (E309 -16) to weld stainless steel plate to embed angle. The lot number of the stainless steel welding rod was 752E with a stock number of ED020402. The steel plate as part of the elastomeric assembly was welded with E7018 welding rod. No deficiencies noted. Monitored, sampled, and tested 42 cubic yards of Cadman mix # 631081R placed in elements inspected and monitored by the resident Mayes inspector. All the concrete placed by pump and mechanically consolidated. Made 4 (4X8) cylinders for strength testing. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Beorn Edmonds Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503 281 7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 101 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6109 SOUTHCENTER MALL PARKING GARA 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 2 -15 -07 Cloudy Resteel and Post Tension N/A cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 42 cubic yards of Cadman Concrete Mix #631081R for level 2 columns and shear walls as follows: D /5, E /5, F/5 and F /6; shear walls 6 /C -E and N4.8 -5.2. All resteel was properly installed in accordance with approved plans. Continued inspection of level 2, zone 3 PT deck (1- 3.5/A -F.5). Performed walk through inspection with structural engineer. The following items needed to be addressed: Finish install resteel at E /3; chair up bottom steel between D and E, from 1 -3; finish installing curb. All these items were completed. The deck was finished and all resteel and tendons were properly completed. Deck was properly cleaned and ready for placement. Two pipe inserts at A/1.2 need steel sleeves. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jerry Graham Reviewed by: .00/19 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 100 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -14 -07 Weather: Rain Inspection: Resteel and Post Tension Samples: N/A cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila RECEI " 7 ,34 1 O ffi ce SW 200i verett, WA 982Suite A-1 425.742.93 0� UM Ty fax 425.745.1737 DEV oc rr Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253 584.3707 INSPECTOR: Jerry Graham Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503281 7579 MTE inspector arrived on site and inspected resteel for level 2 shear wall at A/4.5 -5.3. All resteel for this wall was properly installed in accordance with approved plans. Workers finished setting forms for this wall. Inspected cutting of PT tendons for level 2, zone 2 PT deck. Tendons were cut for beams at B.4/6; B/6 and A/6 and for deck along A line. No other tendons could be cut at this time because of forms /shoring. Tendons were properly cut with an oxyacetylene torch, to within 1" of anchor. Tendons were properly covered with grease caps and grouted. Inspected ongoing construction of level 2 /zone 3 PT deck. Workers were installing deck resteel and tendons. One added one tendon (about 2.5 line) was 18" short. Engineer approved moving dead end in 18 ". To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 99 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 2 -13 -07 Cloudy Reinforced Concrete and Resteel (4) 4 x 8" R ECw &V e ed Office eet SW FFB 2 21001 Everett, WA 98204 p CpM MU ph 425.742.9360 p„ N1Ty fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 11 cubic yards of Cadman Concrete Mix #631081 R for 2 floor columns at A/4, B /4, C /4, C /5, B/5, B/6 and N6. Resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Inspected resteel for SW -2 shear wall at level 2, 6 line /C -E. Resteel for this wall including pilasters was properly completed; in accordance with approved plans. Workers installed forms for this wall. Work continued on level 2, zone 3 PT deck (1- 3 /A -F.5). Beams were properly completed and bottom mat was being installed for PT deck. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns. Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Reviewed by: ■L //& Dennis Sanborn, Branch Manager RECEIVED MAYES Everett Office TESTING ENGINEERS, INC. IFEB 22 200/ 917-134th tt Street SW Office COMMUNITY ph WA 98204 ph 425.742.9380 MTE NO: 76109 DEVELOPMENT tax 425.745.1737 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Tacoma Office S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tukwila, WA Tacoma, WA 98499 ph 253.584.3720 PERMIT NO: D06 -135 fax 253 584 3707 Portland Office Page 98 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -12-07 Weather: Partly Sunny Inspection: Resteel Samples: N/A MTE inspector arrived on site and inspected resteel for level 2 columns as follows: All columns of level 2, zone 2. All resteel for these columns was properly installed, in accordance with approved plans. All resteel and tendons were installed in level 2, zone 3, though tendons still need to be properly profiled. Workers installed one layer of resteel for SW -2 shear wall on level 2, 6 line /C -E. The remaining steel will be installed tomorrow. PRELIMINARY: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Marlin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED 'FEB 22 2007 MTE NO: T6109 COMMUNITY PROJECT: SOUTHCENTER MALL PARKING GARAGE Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 97 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -9 -07 Weather: Cloudy Inspection: Post Tension Samples: N/A MTE inspector arrived on site and inspected stressing of PT tendons for level 2, zone 2 PT deck (4- 6 /A -F.5). All stressing was properly completed and all elongations were within specified tolerances. Workers continued installing PT tendons and resteel in beams for PT deck and level 2, zone 3 (A- F.5/1 -3). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503 281 7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 96 Owner: Westfield America Architect: • FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: • 2 - 07 Weather: Partly Sunny Inspection: Reinforced Concrete and Post Tension Samples: (4) 4 x 8" MTE inspector arrived on site and performed walk through inspection with structural engineer of PT ramp (3 -4/F.5 -K.5). The following items were noted by engineer's, column at K/4, 5 #8 bars with standards hooks, need to be added to span from beam to column. Also, 4 #6 bars will be added also. All this was completed as per engineer's detail and notes. Also, drains were moved away from columns at resteel was added at stressing joints. All resteel was completed and deck was cleaned and ready for concrete. Inspected placement of approximately 44 cubic yards of Cadman Concrete Mix #661281 for this ramp. Concrete was properly placed and mechanically consolidated. Resteel and PT tendons were properly maintained. Workers started installing beams fro zone 4 PT deck (1- 3/4 -F.5). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin. Coughlin Porter Lundeen Dave Larson, City of Tukwila RECEIVED IFES 22 2007 COMMUNITY T6109 DEVELOMENT SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 Reviewed by: INSPECTORS: Jerry Graham Daniel Quehl Everett Office 917434th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503 281 7515 fax 503 281 7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 63 °F Water /Cement Ratio: Remarks: 0.437 51 °F Partly Sunny Concrete Cadman 703342 631081R I Initial Stora Temp. (ASTM C31) NR Slump (ASTM C143) 5" Placement Location and Notes: Date Made Sample # Lab X 02/13/07 0141 0787 02/13/07 0141 0788 02/13/07 0141 0789 02/13/07 0141 0790 CONCRETE LABORATORY TEST Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 02/20/07 03/13/07 03/13/07 03/13/07 Inspector(s): Graham, J. Tested by: Simmons, N. FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) Actual NR Sample(s) Recd: 02/14/07 REC Entb lFEB 22 2001 CO t t 28 4x8 0.00 0.00 28 4x8 0.00 0.00 28 4x8 0.00 0.00 Project No: Issued on: Sample Set ID: Permit # (s) Original: J� Revised: ❑ Mix Proportions: Ingredient Cement - -Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glenium Water WRA Required Strength: (f'c) 5000 psi @ 28 days D06 -073 Level 2 columns at: A / 4, B / 4, C / 4, C / 5, B / 5, B / 6, and A / 6. 14 total cubic yards were placed. 10 gallons of water of 14 allowable was added. COMPRESSION TEST RESULTS (ASTM C39, 01231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) 7 4 x 8 77255 4.01 12.63 6120 Reviewed n by: t M Dennis Sanborn Branch Manager Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 02/20/07 12988 Weight (per cu.yd) 515.0 lbs 1,467.0 lbs 421.0 lbs 1,371.0 lbs 85.0 lbs 10.4 02 262.0 lbs 28.0 oz Break Type NA NA NA NA • • • • NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31. 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc MTE 1050 -1C. Rev 2, 10/19/ RE CEIVED r I fl 2 2 1001 Tacoma WA 98499 Way p� COM 7' M aONm ph 253.584.3720 20 CONCRETE LABORATORY TEST REPORNr MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: Sample Temp. (ASTM C1064) 68 °F Water /Cement Ratio: Placement Location and Notes: Date Made Sample # 02/08/07 02/08/07 02/08/07 02/08/07 Remarks: Lab # 0140 , 0672 0140 0673 0140 0674 0140 0675 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 53 °F Cloudy Concrete Cadman 702035 661261 Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 0.382 4" Inspector(s): Graham, J. Tested by: Harlin, S. FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR Sample(s) Rec'd: 02/09/07 Actual 44 cubic yards total placed for PT ramp (level 2, 3- 4/F.5 -K.5). 10 gallons of water added on site (19 gallons allowable). COMPRESSION TEST RESULTS (ASTM C39, 01231, and 0617 when applicable) Date Tested Age Size (in) 02/15/07 7 4 x 8 03/08/07 28 4 x 8 03/08/07 28 4 x 8 03/08/07 28 4 x 8 Quehl, D. I Mix Proportions: Ingredient Required Strength: (fc) 5000 psi @ 28 days Load (Ibs) Dia (in) Surface Strength (psi) 78375 4.00 12.57 6240 0.00 0.00 0.00_ ; . 0.00 0.00 0.00 Reviewed b : Dennis Sanborn Branch Manager Tacoma Project No: T6109 Issued on: 02/15/07 Sample Set ID: 12956 Permit # (s): D06 -073 Original: ;J Revised: ❑ Cement —Type I & II 549.0 lbs Coarse Aggregate 3/4" 1,437.0 lbs Coarse Aggregate 3/8" 421.0 lbs Fine Aggregate 1,350.0 lbs Fly Ash 105.0 lbs Glen 3030 39.9 oz Water 250.0 lbs Weight (per cu.yd) Break Type NA NA NA NA NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. MIF 1OSO -IC Rev 2 1Wtal RECEIVED MAYES TESTING ENGINEERS, INC [FEB 2 2 2007 — �...,..- ,.__. -_... DCOMMU CONCRETE LABORATORY TEST REPORT Project Name: Site Address: Client Engineer Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 46 °F Cloudy Concrete Cadman 7701606 MixDesign ID : 661281 Samp Temp. - Initial Storage Temp. (ASTM C1064) (ASTM C31) Water /Cement Ratio: Date Made Sample # Lab # 02/070 0139 -F0 L 0612J L0_2_ /07/07 j 0139 -FQ L _ 0613_] [ 02/07/07 [ 0139 ] 0615 1 L02/07/07 0139 -Fd L 0614 [02 /o7 /oi ] [_0139 J 1 0616 - 1 ' X02/07/07 L o139JL_0617 11 02/07/07i [ J 00618 ]' Remarks: 62 °F NR Inspector(s): Graham, J. Le, Q. Tested by: Taylor, M. FIELD DATA ASTM C31 and 0172 Actual NR Slump (ASTM C143) Sample(s) Rec'd: Project No: T6109 Issued on: 02/14/07 Sample Set ID: 12941 Permit # (s): D06 -073 1. Original: Revised: Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash HRWRA Water 0.367 7.5" 02/08/07 Required Strength: (Pc) Placement Location and Notes: 5000 psi (a 28 days Set III: 2nd floor post tension deck zone 2 (A -F.5 / 3.5-6 ). Sample taken at truck discharged at 315 cubic yards of 388 total cubic yards. Concrete from truck sampled was placed at beam at C / 4. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C817 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 02/09/07][2 I[ 4x8 l, 45245 Ii 4.00 ;; 12.5j1 3600 11 NA 1' 02/10/07 j j 3 J fl 4 x 8 i 45245 IL 4.00 I L12.57 I L 3600 IL NA i' 02/14/07 1L 7 !1 4 x 8 82690 ( 4.01 j [ 12.63_1 [_____6,550 I NA ] 03/07/07 if 1811 4x8 in _ 0.00 IL0.00 Jr NA_. J 03/07/07 fl28_1[ 4x8 0.00Jf0.00 ]! NA j' 03/07/07 f J L 4 x 8 _I L_0.00 L 0.00 _1; ; NA 03/07/07 1 r 28 [ 4 x 8 ' ,' 0.00 T L 0.00 Jr 1r NA • Reviewed by: 4 - De is Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 552.0 lbs 1,433.0 lbs 412.0 lbs 1,348.0 lbs 105.0 lbs 36.0 oz 241.0 lbs MTE 1050-1C, Rev 2, 10/18/ MAYES TESTING ENGINEERS, INC tfEg 22 2001 W ..__ °`:x '.' - COMMUNITY CONCRETE LABORATORY TES Project Name: Site Address' Client Engineer Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 62 °F ; Water /Cement Ratio: I [Slump (ASTM C143)' Sample(s) Rec'd: [Placement Location and Notes: p 5000 psi @ 28 days Set II: 2nd floor post tension deck zone 2 (A -F.5 / 3.5-6 ). Sample taken at truck discharged at 190 cubic yards of 388 total cubic yards. Concrete from truck sampled was placed at deck near B / 5. Date Made Sample # Lab # 0CC' [ 060 02/07/07 02/7/07 10138 -F 0138 =FQ [ 0606 5 Lo2/o7/07 [ 0138j L0608 L02/07/0_7j 0138 -FQ 0607 1 1 02/07/07 0138 J L 060911 j 02/07/07 11 0138 II 0610 02/07/0_1! 0138 j[ 0611 1 Remarks: Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 50 °F Cloudy Concrete Cadman 7701533 661281 ; Initial Storage Temp. Entrained Air (ASTM C31) (ASTM C231) 0.377 7.5" Inspector(s): Graham, J. Tested by: Taylor, M. NR NR FIELD DATA ASTM C31 and c172 02/08/07 Le, Q. Actual RECENED I Mix Proportions: Ingredient Cement -Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash HRWRA Water Project No: T6109 Issued on: 02/14/07 Sample Set ID: 12940 Permit # (s): D06 -073 Original: i/ Revised: f Required Strength: (f c) COMPRESSION TEST RESULTS (ASTM C39. C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 02/09/07_112 i t 4 x 8 44470 !' 4.00 02/10/071 3 1; _4 x 8_ 44470 1 4.00 J 02/14/07 r7 IL 4 x 8 I'i 82205 ,[ 4.01 03/07/071 28 11 4 x 8 1! 11 0.00 J [ 03/07/07 1 2f 4 x 8 — 11 0.00 ! 03/07/07 J F2811 [ 4 x 8 :1 0.00 03/07/07 1 P28J 1 4 x 8 ; L0.OQ ,, I Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253 584.3707 Weight (per cu.yd) 555.0 lbs 1,435.0 lbs 417.0 lbs 1,355.0 lbs 105.0 lbs 36.0 oz 249.0 lbs Surface Strength (psi) Break Type 12.57 J[ 3540 ;[ NA - 7' 112.57 1 3540 j 1 NA _i' 12.63 l 6510 N 0.00 � NA 1 • 0.00 IF NA [' 0.00 !j IL NA j• 0.00 l[_ 11 A Reviewed : D- nis Sanbom Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM SW. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE 1050 -1C, Rev2, 10/18/ MAYES TESTING ENGINEERS, INC RECEIVED (FEB 22 2001 CONCRETE LABORATORY TEST REPQRt UNrry e�uPMENT Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 60 °F Water/Cement Ratio: 0.387 45 °F Overcast Concrete Cadman 7701491 661281 Placement Location and Notes:' Date Made Sample N Lab N I 0598 1 02/07/0.7_ 0137 -FC L 0599 1 02/07/07 j 1 0137 02/07/071 0137-FO [ 0600 [02/07/07 0137 1L 02/07/07 r 0137 _ 02/07/07 I 1 0137 0604 Remarks: Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction Initial Storage Temp. (ASTM C31) NR I Slump (ASTM C143) 7.5" Inspector(s): Graham, J. Le, Q. Tested by: Taylor, M. FIELD DATA ASTM C31 and C172 Actual ( Entrained Air (ASTM C231) NR r Sample(s) Rec'd: 02/08/07 Set I: 2nd floor post tension deck zone 2 (A -F.5 / 3.5-6 ). Sample taken at truck discharged at 43 cubic yards of 388 total cubic yards. Concrete from truck sampled was placed at deck near C / 6. 5 gallons of water added. COMPRESSION TEST RESULTS (ASTM C39, c1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 02/09/07_3 L j 4 x 8 02/10/07 J I 3 i L 4 x 8 0601 I 02/14/07 1[ 7 J 03/07/07 1 4 x 8 0602 I 03/07/07 I rill I 4 x 8 0603 F 03/07/07 I 128J L 4 x 8 03/07/07 1 1 28 174 x 8 28 11 430301! 43030 I r 4x8 1FI 82765 II it Required Strength: (TO 5000 psi @ 28 days Original: Revised: I Mix Proportions: Ingredient Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash HRWRA Water 0.00 NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed In accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Project No: T6109 Issued on: 02/14/07 Sample Set ID: 12939 Permit # (s): D06 -073 n Weight (per cu.yd) 551.0 lbs 1,437.0 lbs 412.0 lbs 1,349.0 lbs 108.0 lbs 36.0 oz 255.0 lbs 4.0011 12.57 I( 3420 L NA ]• 4.00 12.57 IL 3420 _JI NA J 4.01 12.6 6550 N A • 0.00 IL0.00 L 11 NA j• L 0.00 i ' j_ NA 1 • r6.1)0 IL 0.00 JL Ji NA _• 1 0.00 jj 0.00 I[ 1 NA j • Reviewed by:1 , . DEnnis Sanbom Branch Manager MTE 1050 -1C, Rev 2, 101181 MAYE:S TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Date Made 01/23/07 01/23/07 01/23/07 01/23/07 Remarks: Sample # 0134 0134 0134 0134 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 46 °F Partly Sunny Concrete Cadman 697200 631081R Sample Temp. Initial Storage Temp. (ASTM C1064) (ASTM C31) 57 °F NR Water /Cement Ratio: I Slump (ASTM C143) 0.420 4.75" Placement Location and Notes:I Lab It 0300 0301 0302 0303 Date Tested 01/30/07 02/20/07 02/20/07 02/20/07 Inspector(s): Graham, J. Tested by: Simmons, N. COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR Sample(s) Rec'd: 01/24/07 Actual COMPRESSION TEST RESULTS (ASTM C39, C1231. and C617 when applicable) Age Size (in) Load (lbs) 7 4x8 74620 28 4 x 8 94330 28 4 x 8 93255 28 4 x 8 97220 Le, O. RECEIVED 'FEB 22 2007 Project No: Issued on: Sample Set ID: T6109 02/20/07 12864 Permit # (s): D06 -073 Original: J Revised: Li I Mix Proportions: Ingredient Cement - -Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA Required Strength: (f'c) 5000 psi @ 28 days Set II: Main floor shear wall, line 1 / H -J. Main floor columns at S / T; S / Y; L / 3; L / 4; K / 3; J / 3 and H / 3. Dia (in) Surface Strength (psi) Break Type 3.96 12.32 6060 NA 4.01 12.63 7470 NA 4.01 12.63 7380 NA 4.01 12.63 7700 NA Reviewed by: 4" DeXnis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 515.0 lbs 1,475.0 lbs 424.0 lbs 1,379.0 lbs 88.0 lbs 10.1 oz 253.0 lbs 28.1 oz MTh 1050 -1C. Nev 2, 10 /16/ MAYES TESTING ENGINEERS, INC RECEIVED Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65 °F Water /Cement Ratio: Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 55 °F Clear Concrete Cadman 7697099 661281 Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 0.413 5.5" Placement Location and Notes: Date Made Sample # Lab # 01/23/07 0133 -FC 0293 01/23/07 0133 -FC 0294 01/23/07 0133 -FC 0295 01/23/07 0133 0296 01/23/07 0133 0297 01/23/07 0133 0298 01/23/07 0133 0299 (1/26/07 MG). Inspector(s): Graham, J. Tested by: Simmons, N. CONCRETE LABORATORY TEST FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) 01/24/07 NR Sample(s) Recd: Set I: Post tension ramp slab of main floor D -F.5 / 3 -4. Sample taken at truck discharged, at 10 cubic yards of 30 total cubic yards. 10 gallons of water added. COMPRESSION TEST RESULTS (ASTM C39, 01231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Surface Strength (psi) 01/25/07 2 4 x 8 39875 4.00 12.57 3170 01/26/07 3 4 x 8 _ 0.00 0.00 01 /29/07 4 0.00 • 0.00 01/30/07 7 4 x 8 87705 3.96 12.32 7120 02/20/07 , 28 _4 x 8 108235 , 4.01 12.63 8570 02/20/07 28 4 x 8 . 104540 4.01 _ 12.63 8280 02/20/07 28 4 x 8 1 107985 4.01 12.63 8550 Remarks: Sample # 294 & 296 Field Cures were not tested, Sample # 293 made strength for stiping purpose Le, Q. Actual iFEB 2 2 2001 DEVELOPMENT Project No: Issued on: Sample Set ID: T6109 02/20/07 12863 Permit # (s): D06 -073 Original: .7 Revised: 1 Mix Proportions: Ingredient Cement - -Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash HRWRA Water Required Strength: (f'c) 5000 psi @ 28 days Reviewed by _ a De nis Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Maya Testing Engineers. Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253 584 3707 Weight (per cu.yd) 548.0 lbs 1,437.0 lbs 418.0 lbs 1,345.0 Ibs 105.0 lbs 39.8 oz 270.0 lbs Break Type NA NA NA NA NA NA NA r / • • • • Mf E 1050 -1C. Rev 2 10/18/ MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 95 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -7 -07 Weather Cloudy Inspection: Post Tension and Reinforced Concrete Samples: (21) 4 x 8" cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewci by: -- 1(a RECEIVED FEB 1 6 2001 917- r 1 3 4th Street SW Suite A -1 COMMUNITY Everett, WA 98204 DEVELOPMENT ph 425.742.9360 fax 425.745.1737 INSPECTORS: Jerry Graham Quang Le Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503 281 7515 tax 503.281.7579 MTE inspector arrived on site and inspected placement of approximately 388 cubic yards of concrete, PT deck level 2, and zone 2. All resteel and PT tendons were previously inspected and were approved and were maintained during concrete placement. Inspected resteel and PT tendons for 2 floor ramp (3- 4/F.8 -K.5). All resteel and tendons for this ramp are properly installed in accordance with approved plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 94 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -6 -07 Weather: Cloudy Inspection: Post Tension and Resteel Samples: N/A MTE inspector arrived on site and performed final inspection walk through with structural engineer for level 2, zone 2 PT deck (A- F.5/3.8 -6). The following items need to be addressed: 1. Install hairpins at tendon anchors at columns at C/6 and E/6. 2. Conduit needs to be moved 2" away from resteel that runs parallel with it. These items were complete and pipe sleeve noted on 2/5 was moved. Deck was completely clean and was ready for concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Reviewed by: �� Dennis Sanborn, Branch Manager MAYES RECEIVED TESTING ENGINEERS, INC. Everett Office 917 -134th Street SW FEB 16 2 ""11 i 7 Suite A -1 Everett, WA 98204 COMMUNrry ph 425.742.9360 MTE NO: 76109 DEVELOPMENT fax 425.745.1737 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Tacoma office 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tukwila, WA Tacoma, WA 98499 ph 253 584.3720 PERMIT NO: D06 -135 fax 253 584 3707 Portland Office Page 93 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: PSI Architects fax 503281 7579 Engineer Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -5 -07 Weather: Partly Sunny Inspection: Post Tension and Resteel Samples: N/A MTE inspector arrived on site and continued inspection level 2, zone 2 PT deck (A- F.5/3.8 -6). PT cables are properly installed and profiled at this time. Workers continued to install top beam resteel, top mat resteel and perimeter resteel. 8" pipe sleeve at D /6, needs to be moved out of stressing area. Electricians are installing conduit. They adjusted conduit to achieve proper clearances around PT tendons. PRELIMINARY: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 92 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 2 -2 -07 Weather: Partly Sunny Inspection: Rested and Post Tension Samples: N/A MTE inspector arrived on site and continued inspection of PT deck (2 floor, A- F.5/3.8 -6). Contractor provided MTE with engineer approved shop drawings, showing installation of beam resteel as per report dated 1/31/07 was acceptable. Workers continued to install PT and resteel for this PT deck. PRELIMINARY: cc: Patrick Burns, Westfield America Mike Napo7itano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: RECEIVED 917 -134 S treet SW FEB 7 Suite A -1 Everett WA 98 FEB 1 6 2120/ ph 425.742.936 tax 425.745.1737 DEVELOPMENT INSPECTOR: Jerry Graham Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 tax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 lax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 91 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6109 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 2 -1 -07 Partly Sunny Reinforced Concrete and Resteel (4) 4 x 8" cc: Patrick Burns, Westfield America Mike Napolitano. JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E, Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: Everett Office 917 -134th Street SW REC EIVED Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 FEB 1 6 iv Tacoma Office SOUTHCENTER MALL o PARKING GARAGE B C o 1002E S. Tacoma Way Tukwila, WA Tacoma, WA 98499 ph 253.584.3720 D06 -135 fax 253.584.3707 MTE inspector arrived on site and inspected placement of approximately 38 cubic yards of Cadman Concrete Mix #631081R for the following: Main floor; shear wall, line 6 /J -L and columns at N /5, M /5, N/6 and M /6. All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Continued inspection of 2 floor PT deck (A- F.5/3.8 -6). Workers completed resteel for beams and started installing PT tendons for beams. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jerry Graham Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503 281 7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED Everett hH S `e etSW FEB Suite A -1 ... .., _ U 1 6 al Everett, WA 98204 ph 425.742.9360 MTE NO: T6109 COMMUNITY fax 425.745.1737 OEveLOPNIENT Tacoma Office PROJECT: SOUTHCENTER MALL PARKING GARAGE B 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E-2 Tukwila, WA Tacoma, WA 98499 ph 253 584 3720 PERMIT NO: D06 -135 fax 253 584 3707 Portland Office Page 90 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 1 -31 -07 Weather: Sunny Inspection: Post Tension and Resteel Samples: N/A MTE inspector arrived on site and performed ongoing inspection of 2 floor PT deck (A- F.5/3.8- 6). Workers are still installing resteel and PT tendons. According to structural plans, bottom resteel for beams should extend completely to supports on both ends. Resteel shop drawings show the middle bars ending short of supports. Contractor will contact structural engineer for clarification. PRELIMINARY: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. RECEIVED FEB 0 5 2001 Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 MTE NO: T6109 COMMUNITY PROJECT: SOUTHCENTER MALL PARKING GARAGDONELAPAIENT Tacoma Office 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tukwila, WA Tacoma, WA 98499 ph 253 584 3720 PERMIT NO: D06 -135 fax 2535843707 Portland Office Page 89 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: Westfield America ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 1 -26 -07 Weather: Overcast Inspection: Structural Steel Samples: N/A MTE inspector arrived on site for visual welding inspection, for bearing pads (reference detail 4 & 9 and S3.9), and four additional embeds. Welds at columns G -K/3 and the embeds were found to be visually acceptable per plans and AWS /D1.1 -06. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc- Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary. JTM Construction Troy McOmber, FSI Architects James E. Coughlin. Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Dennis Sanborn Reviewed by: ��- �/ Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA RECEIVED PERMIT NO: D06 -135 FEB 0 5 2001 Page 88 commute_ D EVELOP l Owner: Westfield America Architect: FSI Architects Engineer Coughlin Porter Lundeen Contractor: JTM Construction Date: 1 -30 -07 Weather: Partly Sunny Inspection: Resteel Samples: N/A MTE inspector arrived on site for continued inspection of 2 floor PT deck #1 (A- F.5/3.8 -6). Tendon anchors were properly installed in beams. Workers were installing resteel for beams. PRELIMINARY: cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A - Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 87 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 1 -29 -07 Partly Sunny Resteel N/A MTE inspector arrived on site and inspected resteel for the main floor shear wall on 6 line from J- L. All resteel for this wall, including pilasters was properly installed in accordance with approved plans. Forms were being set for this wall. Workers started installing tendon anchors for 2" floor PT deck (3.8- 6 /A -F.5). PRELIMINARY: cc Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 -135 RECEIVED FEB 0 5 2001 COMMUNI DEVELOP INSPECTOR: Jerry Graham Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 MTE NO: T6109 Tacoma Office PROJECT: SOUTHCENTER MALL PARKING GARAGE B 10029 S Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tukwila, WA Tacoma, WA 98499 ph 253.584.3720 PERMIT NO: D06 -135 fax 253.584.3707 Portland Office Pa a 86 RECEI Ep 7911 NE 33rd Drive Suite 190 Owner: Westfield America IFEB 0 5 2001 ph 503 281 7515 " Architect: FSI Architects c o la p E fax 503.281.7579 Engineer: Coughlin Porter Lundeen �� Contractor: JTM Construction Date: 1 -26 -07 Weather: Sunny Inspection: Reinforced Concrete Samples: (4) 4 x 8" MTE inspector arrived on site and inspected cutting of PT tendons for main floor ramp (D- F.5/3 -4). Tendons were properly cut to within 1" of tendon anchors. Care was taken not to damage anchors. Grease caps were properly installed over tendon ends. Inspected placement of approximately 50 cubic yards of Cadman Concrete Mix #631081R for the following structures: Main floor shear wall at N12.8 -4.2; columns at F /4; E /4; H /5; J /5; K/5 and H /6. All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Reviewed by: �ti��• Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Tacoma Office 10029 S. Tacoma Way Address: 633 Southcenter Mall Blvd Suite E -2 Tukwila, WA Tacoma, WA 98499 PERMIT NO: D06 -135 RECEIVED fax 253.584.3707 Page 85 FEB 0 5 2001 N E 33rd 33rd 7911 Drive N Drive Suite 190 COMMUNJTY Portland, OR 97211 Owner: Westfield America DEVELOPMENT ph 503.281.7515 Architect: FSI Architects fax 503.281.7579 Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 1 -25 -07 Weather: Sunny Inspection: Post Tension Samples: N/A MTE inspector arrived on site and inspected stressing of PT tendons for the main floor PT ramp (D- F.5/3 -4). All stressing was properly completed and elongations were within specified tolerances. Workers continued to install resteel and forms for main floor columns and shear walls. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. FEB 0 2 2007 D E EVELOPPM NT MTE NO: T6109 PROJECT: SOUTHCENTER MALL PARKING GARAGE B Address: 633 Southcenter Mall Blvd Tukwila, WA PERMIT NO: D06 -135 Page 84 Owner: Westfield America Architect: FSI Architects Engineer: Coughlin Porter Lundeen Contractor: JTM Construction Date: 1 -24 -07 Weather: Partly Sunny Inspection: Resteel Samples: N/A RECEIVED Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 428742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253 584 3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite and inspected resteel for main floor shear wall on N line /2.8 -4.2. All resteel for this wall was properly installed in accordance with approved plans. Workers continued building PT deck forms for 2 floor. S of F.5 line. No resteel was installed yet. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, PSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila INSPECTOR: Jerry Graham Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. ..,., Fes...- ....,.o. -. MTE NO: PROJECT: Address: PERMIT NO: Page 83 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6109 SOUTHCENTER MALL PARKING GARAGE B 633 Southcenter Mall Blvd Tukwila, WA D06 - 135 Westfield America FSI Architects Coughlin Porter Lundeen JTM Construction 1 - 23 - 07 Partly Sunny Reinforced Concrete (11)4x8" RECEIVED FEB 0 2 2001 COMMUNITY ENT MTE inspector arrived onsite and inspected placement of approximately 30 cubic yards of Cadman Concrete Mix #661281 for the main floor PT ramp (D- F.5/3 -4). PT tendons and resteel were properly installed in accordance with approved plans; including items noted on 1/22/07. Concrete was properly placed and mechanically consolidated. PT tendons were properly maintained during placement. cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila Reviewed by: INSPECTORS: Jerry Graham Quang Le Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected placement of approximately 32 cubic yards of Cadman Concrete Mix #631081 R for main floor sihear wall at line 1 /H -J and columns at S/T; S/Y; L/3; K/3; J/3 and H /3. All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INCREC nlintiar ==....... ....._w.. - [ FEB 0 2 2001 CONCRETE LABORATORY TEST W Project Name: Site Address' Client: Engineer. Contractor: Air Temperature: Weather: Product: Supplier Ticket Number : MixDesign ID : fl Sample Temp. (ASTM C1064) Water /Cement Ratio: L 0.420 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 46 °F Partly Sunny Concrete Cadman 697200 631081R Initial Storage Temp. P (ASTM C31) 57 °F NR i Slump (ASTM C143) 4.75" Inspector(s): Graham, J. Tested by: Quiring, A FIELD DATA ASTM C31 and 0172 Entrained Air (ASTM C231) Le, Q. NR Actual Sample(s) Rec'd: 01/24/07 Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: Revised: I Mix Proportions: Ingredient Cement -Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash Glen 3030 Water WRA Required Strength: (fc) T6109 01/30/07 12864 ;Placement Location and Notes: I 5000 psi @ 28 days Set II: Main floor shear wall, line 1 / H -J. Main floor columns at S / T; S / Y; L / 3; L / 4; K / 3; J / 3 and H / 3. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 515.0 lbs 1,475.0 lbs 424.0 lbs 1,379.0 lbs 88.0 lbs 10.1 oz 253.0 lbs 28.1 oz COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample I Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Break Type 01/23/07 r F0134 1 0300 r 01/30/07_1 7 r_4 x 8 r i 74620 !! 3.96 1 12.32 ;j 6060 ]f NA ` 01/23/07_1 r 0134 ] [ 0 3 0 1 . L02/20/07 28 r 4 x 8 1L I f O.00 l fl NA is 01/23/07[ 0134 1( 0302 02/20/07 1028_ 4x8 r r H 0.00 II 0.00HL _1 NA - 1' [01/23/07}! 0134 II _0303 02/20/07 1_28_! 4x8 0.00 it 0.00 H I NA j' Remarks: Z9 Reviewed by: D nnis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. PATE 1050-1C, Rev 2. 10/113/ MAYES TESTING ENGINEERS, INC RECEIVED FEB 0 2 2001 CONCRETE LABORATORY TEST EV ! 'e NT Project Name: Site Address' Client: Engineer Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65 °F Water /Cement Ratio: 0.413 Southcenter Mall Parking Garage B 633 Southcenter Mall Blvd Tukwila, WA Westfield Corporation, Inc. Coughlin Porter Lundeen JTM Construction 55 °F Clear Concrete Cadman 7697099 661281 Initial Storage Temp. (ASTM C31) Date Made Sample It Lab # NR Slump (ASTM C143) 5.5" ,Placement Location and Notes: 01/23/07 01 33 -FC; 1 0293 01/23/07 10133 -FCj L0294 F01/23/07 I b133-FC 0295 LIM/23/07J [ 0133) 0296 L 01/23/07 f 01331L_0297 {01/23/07 0133JL298 I 1 0133 ]L 0299 1' Remarks: Sample # 294 & 296 (1/26/07 MG). Inspector(s): Graham, J. Tested by: Quiring, A. 2/0T]1 x 8 8 0 1L3 1 4 x 01/29/07 6 I( 4x8 01 /30/07 4 4 x 8 02/20/07 I 4x8 02/20/07 2_i 02/20/07 J [ 28 ] r 4 x 8 Le, Q. FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) NR Sample(s) Rec'd: 01/24/07 Actual COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (lbs) Dia (in) Project No: Issued on: Sample Set ID: Permit # (s): D06 -073 Original: r Revised: n Mix Proportions: Ingredient Cement—Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Fly Ash HRWRA Water Required Strength: (tic) 5000 psi @ 28 days 0.00 Reviewed by: Surface Strength (psi) 0.00 Field Cures were not tested, Sample # 293 made strength for sti Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T6109 01/31/07 12863 Weight (per cu.yd) 548.0 1,437.0 418.0 1,345.0 105.0 39.8 270.0 Set I: Post tension ramp slab of main floor D -F.5 / 3 -4. Sample taken at truck discharged, at 10 cubic yards of 30 total cubic yards. 10 gallons of water added. 1 398751 L_4.00_1112.57 11 3170 j NA 1. j 1 O.00J� 0.00 IL 87705]! 3.96 I 12.32 IL 7120 ij NA ___1• r _ _0.00j[__0.00 ( 1 NA _j' 4x8 Ji 0.00 0.00 I HL NA ]' -} 1! 0 I j1 NAT 0.00 IL Ifl NA 1• ng purp, nis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced w thout the approval of Mayes Testing Engineers, Inc. lbs lbs lbs lbs lbs oz lbs Break Type PATE 1050 -1C. Rev 2, 10/1& COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Structural Calculations for the Westfield Southcenter Parking Structures (Building B Permit) FSI Architects 4 -14 -2006 S05- 1622 -01 EXPIRES 7/25/07 Prepared by: Tim Mealy, P.E. Seth Stapleton Brian MacRae FILE COPY REVIEWED FOR CODE COMPLIANCE nnn .- AUG 1 7 2006 /IA LL 7ty Of Tukwila BUILDINP ONTSTOry CITY OF TUu /!ILA, APR 187806 PEHMIT CENTER COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION FILE COPY Perr ft PLO. Westfie,!d` Southcenter Parking Structures Structural Calculations (Building Permit) , • Table of Contents Criteria C -1- C- 3 Pile Gravity Design See Foundation Permit Grade Beam Design See Foundation Permit Seismic Pile Design Criteria See Foundation Permit Seismic Criteria 5 -1- S- 4 Lateral Analysis L- 1 - L- 18 Pile Seismic Design See Foundation Permit Pile Cap Seismic Design See Foundation Permit Shear Wall Design W -1- W- 50 Shear Wall 6 Revised Calculations R -1- R- 10 Floor Diaphragms F -1- F- 8 Masonry Walls BM -1- BM- 12 Misc. Structural Calculations M -1- M- 23 COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION Westfield Southcenter Parking Structures Structural Calculations (Building Permit) Table of Contents FECTIO1 Column Design G -1- G- 8 Building A Level 2 PT Design PT -1- PT-66 Building A Level 3 PT Design PT- 67 - PT -156 Building B Level 2 PT Design PT -157 - PT -182 Building B Level 3 PT Design PT -183 - PT -269 COUGHLIN PORTERLUNDEEN A CONSULT NG Sf RUCIURAL AND at BChEE2ING CORPOPiUION Criteria Criteria: Southcenter Garage Proj. No.: S05- 1622 -01 Proj. Engr(s): BRIM, SES Rev. Date: 3/2/2006 Reviewed By: Date: Structural Occupancy Category II (IBC Table 1604.5) Fire Code: Wind: 2003 IBC, 85 mph, Exposure B I = 1.00 Type IA and IB FR (S-2 occupancy) per IBC Section 406.3.3 and 406.3.5 Ramp access open parking garage per IBC Section 406.3 Required separation between 9-2 levels must be 2-hour per IBC Table 601 IBC Table 720.1(1) Required PT cover = 1 3/4" @ ext. spans 1" © int. spans Seismic: 2003 IBC, Seismic Use Group I, Seismic Design Category D Seismic Use Group I (IBC Section 1616.2) Seismic Design Category D Rigid concrete shear walls IE = 1.00 Ss = 1.42 S1 = 0.49 S05 - 0.85 S = 0.78 R = 5.0 Ct =2.5 Cd = 3.5 Soils: Based on Soils Report 05 -200 by PAN GEO dated February 9, 2006 Allowable Soil Bearing Pressure = N/A psf Footing depth =18 inches exterior, 12 inches interior (minimum) Friction coefficient = N/A Static Passive Earth Pressure = N/A pcf Active Lateral Earth Pressure (Unrestrained)= N/A At -Rest Lateral Earth Pressure (Restrained)= N/A Traffic Surcharge = N/A Hydrostatic Pressure = N/A Seismic Site Class = E Augercast Pile Capacity (comp /tens /lateral) at 450/350/40 Kips Steel Pipe Pile Capacity (comp /tens /lateral) = 450 /300 /40 Kips COUGHLIN PORTERLUNDEEN Page 1 of 2 Print Date: 4/12/2006 C- Criteria: Southcenter Garage Deflection Criteria (Wood or Steel Framing) For all Beams U.O.N.: el bu lk./ = L/240 Roof Beams: Perimeter Roof Beams: Interior Roof Beams: COUGHLIN PORTER LUNDEEN Superimposed A DL +d LL = I/360 or 3/4" d = I/360 Floor Beams: Perimeter Floor Beams: Superimposed 4 +da = I/360 or 1/2" (confirm with Arch'l Joint Detailing) Floor Beams which directly support brick veneer: d u = 1/600 or 3/8" (confirm with Arch'! Joint Detailing) Roof Loadings Live Load Snow (Drift Loading Not Applicable) 25 psf Post - tensioned Level Loading Live Load (Reducible U.O.N.) Garage (Reference Table 1607.1 and Section 1607.9.1.2) 40 psf Corridors/Stairs 100 psf Dead Load Parking (Sprinkler and Misc.) 10 psf Interiors (not including slab weight) Floor Finish Allowance 2.0 psf Sprinklers & Misc. 8.0 psf Exteriors Wall Dead Load Exterior Walls with 8" Masonry Veneer Exterior Walls with 4" Masonry Veneer 10 psf 85 psf (surface area) 45 psf (surface area) Page 2 of 2 Print Date: 4/12/2006 C -z A Project No. • >"•Slc. I.tAO cola al f% a 4710 1.4S It. -1 1 I(y-2 Ltd + I.c.t. +o'SS to -3 I,Zn - hc. S + LoL- S = 25 ct = ve. IL- Z Lac 1. (4o) + a.S(7 = 7Ce5 v.- 3 " Lu = I, c. (20 1 (4 ° Box) use So f LL o n>0 E Zr PT Des• C G.lt..,,.., . A= /o'x a3'x Z = Y6o R (E62ino L = 40(o.7.s+ >= Z'1rE max redG.,.c. -6c,.... = 20% &Lye f LL - (09)(410) z 32 + Leuef 3 LL ` (a&)(vo) t as o Sip. C S /u4, PL. G £PJ —rra- - Client 413 PINE STREET • SUITE 303 • SEATTLE, WA 98101 • P. 206/343-0460 • e 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 1 L, 5 L ect _ ' 48 Lem S" :417 = (Shd)(ntr : 6a,ses f PT /Sean./ : r(So "x 17 ") K , • x /SO] /2o = Z6.Sg +f I /yH - rsk► Pt � 9/alc /012.1( Jtr Designed By: j312,/✓\ Date: Checked By: Sheet C of COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CM M.L ENGINEERING CORPORATION Seismic Criteria Seth Stapleton From: Paul Grant [pgrant©pangeoinc.com] Sent: Wednesday, December 14, 2005 12:46 PM To: Seth Stapleton Cc: Jim Coughlin; Tim Mealy Subject: RE: Southcenter Garages Attachments: oledata.mso; image001.emz Seth, We are working on the lateral pile info and hope to get you results by tomorrow. The following recommended seismic parameters agree with values from the S&W GT report: Site Class Spectral •Spectral Acceleration Acceleration - at 0.2 sec. (g) at 1.0 sec. (g) Ss -E 1.42 0.49 Site Coefficients Design Spectral Response Parameters SEC Sot 0.9 2.4 0.85 0.78 Control Periods (sec.) Design PGA (SEG12.5) 0.18 0.92 0.34 Thanks, W. Paul Grant, P.E. Principal PanGEO, INC. 3414 NE 55th Street Seattle, WA 98105 pgrant®pangeoinc.com Direct / Cell 206 - 406 -4036 Office: 206 - 262 -0370 Fax: 206 -262 -0374 From: Seth Stapleton [mailto:SethS @cplinc.com] Sent: Friday, December 09, 2005 1:02 PM To: Paul Grant Cc: Jim Coughlin; Tim Mealy Subject: RE: Southcenter Garages Paul, In our plans dated 11 -01 -05, there are a total of 114 augercast piles at Garage A, and 112 driven steel piles at Garage B. Conceming your question about the pile lengths, I think JTM should be able to address your question. Let me know if you need a copy of our plans. 12/14/2005 Page 1 of 3 .S -1 COUGHLINPORTERLUNDEEN A CONAIL7NG STRIKIUWLAND CML BJGN EKING CORPORATION INTERNATIONAL BUILDING CODE 2003 ASCE 7-02 Chapter 9 with modifications per IBC Chapter 16 Equivalent Lateral Force Procedure (9.4.1) GROUND MOTION PARAMETERS Ss a 1) +2 Fig. 9.4.1.1(a) pg. 110-111 Larger map distributed for Puget Sound or use USGS website zip code lookup as check. Si - O, t9 Fig. 9.4.1.1(b) pg. 112 -113 (9.4.1.2.1) SITE CLASS DEFINITION Vs - N Geotech. Rpt (Shear Wave Velocity) N - N / A Geotech. Rpt. (Standard Penetration Resistance) Su - N/A Geotech. Rpt (Un- drained Shear Strength) Site Class - E Table 9.4.11 pg. 108 or per Geotech. Report (9.4.1.24) SITE COEFFICIENTS F. - 0.90 F.a Z. O SMs- J.28 Sin- 111 Table 9.4.1.2.4(a) pg. 129 Table 9.4.124(6) pg. 130 Eq. 9.4.1.24 -1 pg.129 Eq. 9.4.1.24 -2 pg. 129 (9.4.1.2.5) DESIGN SPECTRAL RESPONSE ACCELERATION Scs - O, 0. 5 Eq. 9.4.125.1 pg. 129 Sin - (7795 Eq. 9.4.125 -2 pg. 129 (IBC 1616.2) SEISMIC USE GROUP & OCCUPANCY IMPORTANCE FACTORS (IBC Table 1604.5 pg. 272) �1 Nature of Occupancy PAR/WO 4AR�F(z F Category Seismic Factor Is a b Snow Factor Is- • Wind Factor Iw - (9.4.2) SEISMIC DESIGN CATEGORY Seismic Use Group I. Table 9.1.3 pg. 96 (Occupancy Category per IBC Table 1604.5) SEC - _yam Table 9.421(a) pg. 131 SDC - _� Table 9.4.2.1(b) pg. 132 (Choose most severe. See exception of IBC 16162 pg. 326) ojert• SOWN Cana P'9tARAGC /++ B Daelgned By: SF$ Date / - Z9 - O5 Project Nn: Client: rtte,dcpd By: Sheet of S-") 413 Pine Street • Suite 300 • Seattle, WA • Phone (206) 343 -0460 • Fax (206) 343 -5691 INTERNATIONAL BUILDING CODE 2003 ASCE 7-02 Chapter 9 with modifications per IBC Chapter 16 Equivalent Lateral Force Procedure (9.5.2.3) BUILDING CONFIGURATION Plan Irregularity (Table 9523.2 pg. 137) Type la (y /a Vertical Irregularity (Table 9.5.2.3.3 pg. 138) Type la (y ,((� Type lb (ye Type (y ojert: SC 6AflG� A B Project No: Client: COUGHLINPORTERLUNDEEN A CONSULTING SIRLKTIIRALAND CML BJGVVEEFUNG CORPORATION Type lb (y Cn� Type ( Y�^1 TPe (Y Type 4 (Y Nn TYpe5 (y Type3 Oyer ) Type4 (Y TPe (Ye Designed By: SES Date 12.-2.94.5 Checked By: Sheet of & 413 Pine Street • Suite 300 • Seattle, WA • Phone (206) 343 -0460 • Fax (206) 343 -5691 I INTERNATIONAL BUILDING CODE 2003 ASCE 7-02 Chapter 9 with modifications per IBC Chapter 16 Equivalent Lateral Force Procedure Project No: (9.525.1) ANALYSIS PROCEDURES (Table 9.5.2.5.1 pg. 140) MODAL ANALlsls PR ckotARIt 5£G• 9.5.6 ASc' 7 -02 (9.524) REDUNDANCY p _ /,50 (9.5.28) DEFLECTION & DRIFT LIMITS Allowable Story Drift A. (9.5.5) EQUIVALENT LATERAL FORCE PROCEDURE Basic Seismic Force Resisting System BrA& *46t WAR .0 $l ✓M : SPEc %AL, Response Modification Coefficient R - Overstrength Factor Gk Deflection Amplification Factor Cs - Height Limitation (See modifications of IBC 1617.6.1.1 pg. 332) Approximate Fundamental period Seismic Response Coefficient Design Base Shear Torsional Amplification Factor Meet: SG GIAOAGlr At I3 Client: Ta - C:. V_ Ax . Table 9.528 pg. 145 5 2.5 3,5 /do' 0,26 sec. 0,170 SEE Meals- ,IFPILYfiS NIA COUGHLINPORTERLUNDEEN A COr.& LING STRUCTURAL AND Gd. ENGINEERING CORPORATION 95.24 pg. 138. See modification of IBC 161721 co nIL;A Table 9.522 pg. 133 -135 Table 9.5.2.2 pg. 133 -135 Table 9.5.2.2 pg. 133 -135 Table 9.522 pg. 133 -135 Eq. 9.5.5.3.2 -1 pg. 147 Eq. 9.5521 -1 through 4 pg.146 Eq. 9.552 -1 pg. 146 Eq. 95552 pg. 148 Designed By: 565 Date rhecked By: Sheet of 4 13 Pine Street • Suite 300 • Seattle, WA • Phone (206) 343 -0460 • Fax (206) 343 -5691 COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Lateral Analysis Building Weight Take -off South Center Garage A 2nd Level Item Concrete Shear walls: Concrete Columns: Perimeter 8" CMU Walls: (Att r ....1e .0 ) Perimeter 6" Precast Panels Ramp Walls and Stair /Elevator Walls Total Additional Weight: Total Floor Area: ETABS floor area: Additional Dead Load: Floor Dead Load: Total: Roof Level Item Concrete Shear walls: Concrete Columns: Perimeter 8" CMU Walls: Cfiivs irouA.') Perimeter 6" Precast Panels Ramp Walls and Stair /Elevator Walls Total Additional Weight: Floor Area: ETABS floor area: Additional Dead Load: Floor Dead Load: Total: Con9ervo-% Y .tt $k<rt AV SF.t• Wan f. Extra ctCCou ~ }s far rn tc. ts achta)y t Ve Neer wei91.t 200 Can mrieS /TY NT Date: 1/9/2006 Designer: SES Weight 3 kif 9 kips 1.3 klf 0.5 klf 2692 kips Weight 3kif 5 kips 1.4 klf 0.5 klf 2413 kips Quantity 283 ft 84 565 ft 505 ft 105 psf (including 10 psf misc.) 142 psf 10285 klps 84 565 ft 505 ft 105 psf (including 10 psf misc.) 138 psf 10005 kips Sub Total 849 kips 756 kips 735 kips 253 kips 100 kips 72312 sq ft 71240 sq ft ETABS input floor weight 144 psf 37 psf Quantity Sub Total 283 ft 849 kips 420 kips 791 kips 253 kips 100 kips 72312 sq ft 71240 sq ft ETABS input floor weight 140 psf 33 psf South Center Garage A Date: 1/12/2006 Designer: SES Weight height w *h Cvx Story Force Story Shear (kips) (ft) (kip -ft) (kips) (kips) 3rd 10005 30 300157.8 0.619 2133 2133 2nd 10285 y8 185125.7 0.381 1316 3449 Sum = 20290 485283.5 Static Base Shear Sds = Sd1 = Ta = R= V g as& Cs = 0.170 Vbase = 3449 kips 0.85 *Vbase = 2932 kips (Sds /R) *I = 0.170 (Sd1/TR) *I = 0.600 0.044Sds *I = 0.037 wpm. ANALYSIS ETABS P7 12" ETABS v8.5.0 - File: Grg A_1-12-06 - January 12,2006 13:33 Plan View - ROOF - Elevation 360 - Kip-in Units GPAP A icic?-5 Coughlin Porter Lundeen, Inc. Building Weight Take -off South Center Garage B 2nd Level Item Concrete Shear walls: Concrete Columns: Perimeter 8" CMU Walls: Perimeter 6" Precast Panels Ramp Walls and Stair /Elevator Walls Total Additional Weight: Total Floor Area: ETABS floor area: Additional Dead Load: Floor Dead Load: Total: Roof Level Item Concrete Shear walls: Concrete Columns: Perimeter 8" CMU Walls: Perimeter 6" Precast Panels Ramp Walls and Stair/Elevator Walls Total Additional Weight: Floor Area: ETABS floor area: Additional Dead Load: Floor Dead Load: Total: Date: 1/12/2006 Weight 3 kif 9 kips 1.3 klf 0.5 klf 2674 kips 68060 sq ft 67975 sq ft ETABS input floor weight: 144 psf 39 psf 105 psf 144 psf 9820 kips Weight 3 klf 5 kips 1.4 klr 0.5 klf 2395 kips Designer SES Quantity Sub Total 283 ft 849 kips 84 570 ft 455 ft (including 10 psf misc.) 84 570 ft 455 ft 105 psf (including 10 psf misc.) 140 psf 9541 kips 756 kips 741 kips 228 kips 100 kips Quantity Sub Total 283 ft 849 kips 420 kips 798 kips 228 kips 100 kips 68060 sq ft 67975 sq ft ETABS Input floor weight: 140 psf 35 psf South Center Garage B Date: 1/12/2006 Designer: SES 3rd 2nd Static Base Shear Sds = 0.85 Sd1 = 0.78 Ta = 0.260 R= 5 1= 1 Cs = 0.170 Vbase = 3291 kips 0.85 *Vbase = 2798 kips base Weight height w *h Cvx Story Force Story Shear (kips) (ft) (kip -ft) (kips) (kips) 9541 30 286224 0.618 2035 2035 9820 * 1i8 176756.4 0.382 1257 3291 Sum = 19361 462980.4 (Sds /R) *I = 0.170 (Sd1/TR) *1 = 0.600 0.044Sds *I = 0.037 V = 3o(5 k: $ \1 = 3o97 Pc :es d, Zs" S .e c . !� 3 ETABS PS i6 „ S ,o ■c AP L PG /6 ETABS v8.5.0 - File: GrgB_12 -29 -05 - January 12,2006 13:33 Plan View - STORY1 - Elevation 216 - Kip -in Units 6,A 2 -GEL Ft EMS Coughlin Porter Lundeen, Inc. H 12 ?4 f 3 ETABS Coughlin Porter Lundeen, Inc. L -7 ETABS v8.5.0 - File: Grg A_1 -12 -06 - February 7,2006 7:58 3-D View - Kip -In Units Program ETABS Version 8.4.1.0 File:Grg_A 1- 12-06.LOG B EGIN ANALYSIS 2006/01/12 15:31:30 MAXIMUM MEMORY BLOCK SIZE (BYTES) E L E M E N T F O R M A T I O N 15:31:30 NUMBER OF JOINT ELEMENTS FORMED NUMBER OF SPRING ELEMENTS FORMED NUMBER OF SHELL ELEMENTS FORMED NUMBER OF CONSTRAINTS FORMED REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 6 COUPLED CONSTRAINT /RESTRAINT MASTER DOF = 0 CONSTRAINT MASTER DOF AFTER REDUCTION = 6 E Q U A T I O N S O L U T I O N 15:31:31 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 222 APPROXIMATE "EFFECTIVE" BAND WIDTH = 15 NUMBER OF EQUATION STORAGE BLOCKS = 1 MAXIMUM BLOCK SIZE (8 -BYTE TERMS) = 3351 SIZE OF STIFFNESS FILE(S) (BYTES) = 27.063 KB NUMBER OF EQUATIONS TO SOLVE NUMBER OF STATIC LOAD CASES NUMBER OF ACCELERATION LOADS NUMBER OF NONLINEAR DEFORMATION LOADS E I G E N ANALYSIS 15:31:32 = 15.938 MB 2 0 32 2 222 4 6 0 NUMBER OF STIFFNESS DEGREES OF FREEDOM = 222 NUMBER OF MASS DEGREES OF FREEDOM = 6 NUMBER OF EIGEN MODES SOUGHT a 6 NUMBER OF RESIDUAL -MASS MODES SOUGHT = 0 NUMBER OF SUBSPACE VECTORS USED = 6 RELATIVE CONVERGENCE TOLERANCE = 1.00E -07 FREQUENCY SHIFT (CENTER) (CYC /TIME) as .000000 FREQUENCY CUTOFF (RADIUS) (CYC /TIME) = .000000 NUMBER OF EIGEN MODES FOUND = 6 NUMBER OF ITERATIONS PERFORMED = 1 R E S P O N S E - S P E C T R U M A N A L Y S I S L- 15:31:32 NUMBER OF SPEC ANALYSES PERFORMED J O I N T OUTPUT 15:31:32 G L O B A L F O R C E B A L A N C E R E L A T I V E ERRORS PERCENT FORCE AND MOMENT ERROR AT THE ORIGIN, IN GLOBAL COORDINATES LOAD FX FY FZ MX MY MZ DEAD .000000 .000000 .000000 .000000 .000000 .000000 TRIBUTAR .000000 .000000 .000000 .000000 .000000 .000000 XSPEC 3.04E -14 1.08E -14 5.80E -15 1.20E -14 1.46E -14 2.36E -14 YSPEC 3.04E -14 1.08E -14 5.80E -15 1.20E -14 1.46E -14 2.36E -14 MODE FX FY FZ MX MY MZ 1 4.94E -19 3.13E -14 2.25E -15 3.10E -16 2.96E -15 2.51E -14 2 2.97E -14 5.41E -18 1.92E -14 1.72E -14 2.02E -14 1.16E -14 3 1.44E -14 8.05E -15 5.18E -15 1.98E -14 1.84E -14 1.73E -14 4 1.24E -18 5.33E -14 8.17E -15 8.99E -15 8.09E -15 4.58E -14 5 1.38E -14 1.21E -16 1.03E -15 2.73E -15 8.25E -15 1.01E -14 6 1.40E -14 6.52E -15 4.25E -15 6.57E -15 9.91E -15 4.31E -14 SPEC FX FY FZ MX MY MZ XSPEC 2.96E -14 2.25E -17 1.91E -14 1.72E -14 2.01E -14 1.16E -14 YSPEC 1.65E -18 3.14E -14 2.29E -15 5.54E -16 2.99E -15 2.52E -14 E LEMENT JOINT-FORCE OUTPUT 15:31:32 NUMBER OF JOINT ELEMENTS SAVED NUMBER OF SHELL ELEMENTS SAVED E LEMENT OUTPUT 15:31:33 2 32 2 A N A L Y S I S C O M P L E T E 2006/01/12 15:31:33 L -q Program ETABS Version 8.4.1.0 File:Grg A 1- 12-06.LOG CENTERS O F R I G I D I T Y 15:31:33 Program ETABS Version 8.4.1.0 File:Grg A_1- 12-06.LOG B EG I N ANALYSIS 2006/01/12 15:31:34 MAXIMUM MEMORY BLOCK SIZE (BYTES) E L E M E N T F O R M A T I O N 15:31:34 NUMBER OF JOINT ELEMENTS FORMED NUMBER OF SPRING ELEMENTS FORMED L O A D R E- S O L U T I O N 15:31:34 NUMBER OF STATIC LOAD CASES = E LEMENT JOINT - FORCE OUTPUT 15:31:35 NUMBER OF JOINT ELEMENTS SAVED = NUMBER OF SHELL ELEMENTS SAVED = 15.938 MB = 2 = 0 4 2 = 32 ANALYSIS COMPLETE 2006/01/12 15:31:35 L-Io x x ETABS Coughlin Porter Lundeen, Inc. ETABS v8.5.0 - File: Grg_B 1 -12-06 - February 7,2006 7:54 3-D View - lip-in Units Program ETABS Version 8.4.1.0 File:Grg_B_1- 12-06.LOG B EGIN ANALYSIS 2006/01/12 14:36:11 MAXIMUM MEMORY BLOCK SIZE (BYTES) E L E M E N T F O R M A T I O N 14:36:11 NUMBER OF JOINT ELEMENTS FORMED = 2 NUMBER OF SPRING ELEMENTS FORMED = 0 NUMBER OF SHELL ELEMENTS FORMED = 16 NUMBER OF CONSTRAINTS FORMED 2 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION 6 COUPLED CONSTRAINT /RESTRAINT MASTER DOF 0 CONSTRAINT MASTER DOF AFTER REDUCTION 6 E Q U A T I O N S O L U T I O N 14:36:11 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 150 APPROXIMATE "EFFECTIVE" BAND WIDTH = 12 NUMBER OF EQUATION STORAGE BLOCKS = 1 MAXIMUM BLOCK SIZE (8 -BYTE TERMS) = 1929 SIZE OF STIFFNESS FILE(S) (BYTES) = 15.672 KB NUMBER OF EQUATIONS TO SOLVE = 150 NUMBER OF STATIC LOAD CASES = 4 NUMBER OF ACCELERATION LOADS = 6 NUMBER OF NONLINEAR DEFORMATION LOADS = 0 E I G E N ANALYSIS 14:36:12 NUMBER OF STIFFNESS DEGREES OF FREEDOM NUMBER OF MASS DEGREES OF FREEDOM NUMBER OF EIGEN MODES SOUGHT NUMBER OF RESIDUAL -MASS MODES SOUGHT NUMBER OF SUBSPACE VECTORS USED RELATIVE CONVERGENCE TOLERANCE FREQUENCY SHIFT (CENTER) (CYC /TIME) FREQUENCY CUTOFF (RADIUS) (CYC /TIME) NUMBER OF EIGEN MODES FOUND NUMBER OF ITERATIONS PERFORMED • 15.938 MB = 150 = 6 6 0 6 1.00E -07 .000000 .000000 = 6 = 1 R E S PONS E- S P E C T R U M ANALYSIS L- 11 14:36:12 NUMBER OF SPEC ANALYSES PERFORMED J O I N T OUTPUT 14:36:12 2 G L O B A L F O R C E B A L A N C E R E L A T I V E ERRORS PERCENT FORCE AND MOMENT ERROR AT THE ORIGIN, IN GLOBAL COORDINATES LOAD FX FY FZ MX MY MZ DEAD .000000 .000000 .000000 .000000 .000000 .000000 TRIBUTAR .000000 .000000 .000000 .000000 .000000 .000000 XSPEC 1.14E -14 1.86E -14 2.90E -14 1.32E -14 5.51E -15 7.69E -15 YSPEC 1.14E -14 1.86E -14 2.90E -14 1.32E -14 5.51E -15 7.69E -15 MODE FX FY FZ MX MY MZ 1 7.04E -15 8.21E -16 8.21E -16 2.80E -15 9.59E -15 2.80E -14 2 3.67E -16 2.22E -14 2.32E -14 1.16E -14 3.64E -15 1.40E -14 3 7.89E -15 2.47E -14 9.23E -15 4.45E -15 9.32E -15 2.31E -15 4 1.05E -14 7.85E -17 2.21E -14 1.54E -14 2.38E -14 1.91E -15 5 4.05E -18 1.33E -14 1.52E -14 8.23E -15 7.30E -15 2.35E -14 6 2.46E -15 5.92E -15 2.19E -14 1.14E -14 3.50E -15 3.09E -14 SPEC FX FY FZ MX MY MZ XSPEC 7.04E -15 8.64E -16 1.46E -15 2.95E -15 9.69E -15 2.80E -14 YSPEC 3.98E -16 2.22E -14 2.32E -14 1.15E -14 3.63E -15 1.41E -14 E L E M E N T J O I N T - F O R C E O U T P U T 14:36:12 NUMBER OF JOINT ELEMENTS SAVED NUMBER OF SHELL ELEMENTS SAVED E LEMENT OUTPUT 14:36:12 2 16 ANALYS I S COMPLETE 2006/01/12 14:36:12 L -15 14:36:14 Program ETABS Version 8.4.1.0 File:Grg_B_1- 12-06.LOG C E N T E R S O F R I G I D I T Y 14:36:13 Program ETABS Version 8.4.1.0 File:Grg_B_1- 12-06.LOG B E G I N A N A L Y S I S 2006/01/12 14:36:14 MAXIMUM MEMORY BLOCK SIZE (BYTES) E L E M E N T FORMATION 14:36:14 NUMBER OF JOINT ELEMENTS FORMED NUMBER OF SPRING ELEMENTS FORMED L OAD R E- S O L U T I O N NUMBER OF STATIC LOAD CASES NUMBER OF JOINT ELEMENTS SAVED NUMBER OF SHELL ELEMENTS SAVED 15.938 MB 2 E L E M E N T JOINT - FORCE OUTPUT 14:36:14 0 4 = 2 16 ANALYSIS COMPLETE 2006/01/12 14:36:14 L -16 x x COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND MIL ENGINEERING CORPORATION Shear Wall Design Shear Wall Design Forces 1.50 Garage A Garage B Level Pier No. rho' V rho " M Level Pier No, rho * V rho * M (kips) (k -in) (kips) (k -in) 2ND P1 1250. 384630 2ND P1 1779 583989 ROOF P1 803 115570 ROOF P1 1394 200705 2ND P2 1250 384630 2ND P2 601 143952 ROOF P2 803 115570 ROOF P2 108 15520 2ND P3 981 281626 2ND P3 1271 394896 ROOF P3 490 70568 ROOF P3 842 121194 2ND P4 1528 489363 2ND P4 1271 394896 ROOF P4 1113 160236 ROOF P4 842 121194 2ND P5 1525 490191 2ND P5 1209 373483 ROOF P5 1124 161812 ROOF P5 786 113169 2ND P6 964 275455 2ND P6 1209 373483 ROOF P6 474 68235 ROOF P 6 786 113169 2ND P7 981 281626 2ND P7 1755 569575 ROOF P7 490 70574 ROOF P7 1329 191407 2ND P8 1528 489365 2ND P8 628 152282 ROOF P8 1113 160246 ROOF P8 123 17705 W -I Shear Wall Vertical Loads FloorlRoof DL 105 psf Roof LL 85 psf Typ. Floor LL 40 pef 4• veneer 45 psi Garage A P ier SW Level Floor Ft Wall Length Tdb Area Wall Thk Dead Load Veneer Self wt Total DL LL Total DL Total U. ( (ft) Can ft) On) Odps) (fdps) (1'Pe) (ldPs) - Odpe) Odin) (ldPs) 1 1 Roof 12 34 820 16 65 18 82 147 40 147 40 2nd 18 34 820 16 85 28 122 188 25 334 65 Pier SW Level Floor Ht Wall Length Tub Area Wall Thk Dead Load Veneer Self wt Total DL U. Total DL Total LL ( (0) ( 8 ) On) Odin) (1dps) (dPs) POPO) PdPe) OOPS) Odes) 2 1 Roof 12 34 620 18 65 18 82 147 40 147 40 2nd 18 94 620 18 85 28 122 188 25 334 85 P ier SW Level Floor Ht Wall Length Tub Area Wall ThR Dead Load Veneer Self wt. Total DL U. Total DL Total LL ( ( (a9 On) Pdpe) Odes) OdPs) Odes) Odps) Odin) Odes) 3 3 Rod 12 . 31 775 12 31 17 56 137 50 137 60 2nd 18 31 775 12 61 25 84 185 31 902 81 Pier SW Level Floor Ht Wall Length Tdb Area Wall Tit Dead Lead Veneer Self wt Total DL U. Total DL Total U. (8) (0) (a9 On) QOM) Pdps) OAPs) Pdps) Odin) (fdWW) (fdpa) 4 2 Roof 12 42 ' 1550 12 183 23 78 238 101 238 101 2nd 18 42 1550 12 163 34 113 278 62 616 163 Pier SW Level Floor Ht Wall Length Tdb Area Wall Thk Dead Load Veneer Self wt. Total DL U. Total DI. Total U. ( ( (a9 On) 0d00 (4 NW POPO) 04 0d0 Odpa) 5 4 Roof 12 38 620 16 85 21 91 168 40 158 40 2nd 18 98 820 18 85 31 137 202 25 958 85 (* Pier SW Level Floor lit Wag Length Trlo Area Wall Tic Dead Load Veneer Self wt. Total DL U. Total DL Total U. (0) ( ON tt) (In) Odes) Odpa) 0d0 Odes) (fdPs) 0d010 0010 6 5 Roof 12 29 820 16 65 16 70 135 40 135 40 2nd 18 28 820 ' 85 23 104 170 25 304 65 Pier SW Level Floor Ht Wall Length Tdb Area Wall Thk Deed Load Veneer Self wt Total DL U. Total DL Total LL ( ( (e9 tt) On) OW PdPs) OdPs) OOP) POPS) POPO) (kips) 7 - 3 Roof 12 91 775 12 61 17 56 137 50 137 60 2nd 15 31 775 12 51 25 84 185 31 302 81 Pier SW Level Floor It Wall Length Tdb Area Wag Tit Dead Load Veneer Self wt Total DL U. Total DL Total U. (0) ( (a9 (hi) 0d00 (fdpe) (kips) (ldPS) Paps) Odpa) PdPS) 8 2 Roof 12 42 1550 12 183 23 78 238 101 238 101 2nd 18 42 1550 12 183 34 113 278 82 615 163 1 'J -2 Shear Wall Vertical Loads FloodROOfDL 105 psi Roof LL 65 pat Typ. Floor LL 40 psf 4" veneer 45 psf Garage B Pler SW Level Floor lit Wall Length Trb Area Well Thk Dead Load Veneer Self wt. Total DL LL Total DL Total U. (h) ( ( 1 0 (F) Odes) (bps) (lops) Odes) Odin) (bps) Odes) 1 6 Roof 12 38 300 16 32 21 91 123 20 123 20 2nd 18 38 300 18 32 31 197 108 12 291 32 Pier SW Level Floor lit Wall Length Tdb Area Wall Thk Dead Load Veneer Self wL Total DL U. Total DL Total LL (5) (0) (59ft) On) OFPs) (bps) (lops) Odps) (lops) (lops) (lops) 2 8 Roof 12 20 250 18 28 11 48 74 16 74 16 2nd 18 20 250 1e 28 18 72 98 10 173 26 Pier SW Level Floor lit Wall Length Trb Area Well Thk Dead Load Veneer Self wt. Total DL LL Total DL Total U- 00 (R) (s9 On) laps) (lops) Ochs) (ape) (lops) (bps) (lops) 3 2 Roof 12 42 1812 12 189 23 78 245 105 245 105 2nd 18 42 1812 12 189 94 113 283 64 626 169 Pier SW Level Floor lit Wall Length Tub Area Waif 11*. Dead Load Veneer Self wt Total DL Li. Total DL Total LL ( ( (59 if) On) (lops) (lops) Qdps) (kips) Odpe) (bps) (ape) 4 2 Roof 12 42 1612 12 lea 23 78 245 105 245 105 2nd 18 42 1812 12 189 34 113 283 84 528 169 Pier SW Level Floor lit Wall Length Tub Area Wall Thk. Dead Load Veneer Self wt. Total DL LL Total DL Total U. (5) ( (W 6 ) ON Odes) OdPs) (bps) (bps) (lops) (lops) (lops) 5 1 Roof 12 34 820 18 65 18 82 147 40 147 40 2nd 18 34 820 16 85 28 122 188 25 334 65 Pier SW Level Floor lit Wall Length Trb Area Wall Thk. Dead Load Veneer Self wt Total DL LL Total DL Total LL 0) ( ( BQ (ft OB) (bps) (kips) (lops) (lops) (ldps) (lops) (lops) 8 1 Roof 12 34 620 19 65 18 82 147 40 147 40 2nd 18 34 820 16 66 28 122 188 25 '334 e5 Pier SW Level Floor lit Wall Length Tub Area Wall Thk. Dead Load Veneer Self wt. Tel DL LL Total DL Total U- M Ot) U98) („) (bps) Ocs) OP) OFPs) RA (lope) laps) 7 8 Roof 12 42 1550 16 183 23 101 284 101 284 101 2nd 18 42 1550 18 183 34 .151 914 62 578 163 Pier SW Level Floor lit Wall Length Trb Area Wall 7113. Dead Load Veneer Self wt. Total DL U. Total DL Total U- M (R) (s99) On) (lops) (kips) (bps) (kips) (bps) Odes) flops) 8 7 Roof 12 22 920 16 97 12 63 149 60 149 50 2nd 18 22 920 16 97 18 79 176 37 325 97 W-3 ETABS 51-(EAR 1 3 LL- pESIG,lt Erin (Es 6ARAW6 A P6 sw -s g6 + 22,954" 0;1D' 113'< Laoi-o.5t-' 9 PI SW I � = 2-5e MV 3;o53 a = 234" 1.29 o.SL' 433 ETABS v8.5.0 - File: Grg_A 1-9-06 - January 24,2006 9:55 Plan View - STORY1 - Elevation 216 - Kip -in Units P S 5W-4 M"> ga 251" I.2-D+ 6,5V- $2k )52c6 t.k 467$0 0.12= 341" 1.2D +0,5L:'lot? \IL.' 9 e w' µK : 234 69 p3 ono = 210" Sw -3 1.2 o.61_= `tlk S Pa r276 M 3;653 0.7D = 231 - I.2pt0.5L= 433 s l -2 `1 "Q6 Coughlin Porter Lundeen, Inc. 74 5w2 ETABS Coughlin Porter Lundeen, Inc. ETABS v8.5.0 - File: Grg_13_1 -12 -06 - January 24,2006 9:56 Plan View - 2ND - Elevation 216 - Kip-In Units Shear Wall Horizontal Reinforcement ft = Av Date: 1/24/2006 psi 777: 777.77 , 621 inA2 Fat- 16 bvA-14. Eva- it WM Eng: fl psi fy = 60 ksi 111,1 Story Pier Shear Wall thk Length rho Vx phi Vcx req'd spacing (in) (ft) (kips) (kips) (in) ROOF Grg A P1, P2, Grg B P5, P6 SW-1 16 34 1250 554 13.1. 2ND Grg A P1, P2, Grg B P5, P6 SW-1 16 34 803 554 36.6 2ND Grg A P4, P8, Grg B P4, P3 SW-2 12 42 1528 513 11.1 ROOF Grg A P4, P8, Grg B P4, P3 SW-2 12 42 1113 513 18.8 2ND Grg A P3, P7 SW-3 12 32 981 391 14.5 ROOF Grg A P3, P7 SW-3 12 32 490 391 86.6 2ND Grg A P5 SW-4 16 38 1525 619 11.2 ROOF Grg A P5 SW-4 16 38 1124 619 202 2ND Grg A P6 SW-5 16 29 964 472 15.8 ROOF Grg A P6 SW-5 16 29 474 472 2ND Grg B P1 SW-6 16 39 1779 635 9.1 % ROOF Grg B P1 SW-6 16 39 1394 635 13.8 2ND Grg B P2 SW-6 16 20 601 326 19.5 ROOF Grg B P2 SW-6 16 20 108 326 — 2ND Grg B P8 SW-7 16 22 628 358 21.9 ROOF Grg B P8 SW-7 16 22 123 358 2ND Grg B P7 SW-8 16 42 1755 684 10.5 ROOF Grg B P7 SW-8 16 42 1329 684 17.4 MIN, RSIWE 27- Thoot5 4-5 e 12 c *9 9 10" at E,F, 19 -6 Shear Wall Horizontal Reinforcement Date: 1/24/2006 fc = 7/ Psi psi fy = 60 ksi Av = Erral, Story Pier Shear Wall thk Length rho Vx phi Vcx req'd spacing (in) (ft) (kips) (kips) (in) ROOF Grg A P1, P2, Grg B P5, Pfi SW-1 16 34 1250 554 18.6 2ND Grg A P1, P2, Grg B P5, P6 SW-1 16 34 803 554 51.9 2ND Grg A P4, P8, Grg B P4, P3 SW-2 12 42 1528 513 15.7 ROOF Grg A P4, P8, Grg B P4, P3 SW-2 12 42 1113 513 26.6 2ND Grg A P3, P7 SW-3 12 32 981 391 20.6 ROOF Grg A P3, P7 SW-3 12 32 490 391 122.9 2ND Grg A P5 SW-4 16 38 1525 619 15.9 ROOF Grg A P5 SW-4 16 38 1124 619 28.6 2ND Grg A P6 SW-5 16 29 964 472 22.4 ROOF Grg A P6 SW-5 16 29 474 472 2ND Grg B P1 SW-6 16 39 1779 635 13.0 ROOF Grg B P1 SW-6 16 39 1394 635 19.5 2ND Grg B P2 SW-6 16 20 601 326 27.6 ROOF Grg B P2 SW-6 16 20 108 326 2ND Grg B P8 SW-7 16 22 628 358 31.0 ROOF Grg B P8 SW-7 16 22 123 358 2ND Grg B P7 SW-8 16 42 1755 684 14.9 ROOF Grg B P7 SW-8 16 42 1329 684 24.8 y 408 x 16 in Code: ACI 318 -02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered column type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 12:50:18 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. P (kip) 20000 — (Pmax) -4000 — (Pmin) File: 1 \Server5\structurallSouthcenter Design -Build Garages\ENG\Analysis \Shear Walls\PCAISW -1.col ` Project: SC Garage Column: SW Engineer: SES fc = 5 ksi fy = 60 ksi Ag = 6528111 68 #7 bars Ec = 4031 ksi Es = 29000 ksi As = 40.80 inA2 Rho = 0.62% fc = 4.25 ksi fc = 4.25 ksi Xo = 0.00 in lx = 139264 inA4 e_u = 0.003 infin Yo = 0.00 in ly = 9.05564e +007 inA4 ,eta1 = 0.8 Clear spacing = 11.38 in Clear cover = 1.38 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 W -4 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:50:13 Licensed to: Coughlin Porter Lundeen, Inc. 0000000 00000 00000 00000 00000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0000000 00 00 00 00 0000000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00000 00 00 00000 00000 00000 (TM) Computer program for the Strength Design of Reinforced Concrete Sections _____== == _==== ====== ==== = = = = == = == === ==__ == Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. W' q Page 1 SW -1 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:50:13 Licensed to: Coughlin Porter Lundeen, Inc. General Information: = File Name: \ \Server5 \structural \Southcenter Design -Build Garages \ENG \Analysis \Shear Walls\ Project: SC Garage Column: SW Engineer: SES Code: ACI 318 -02 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural Material Properties: = = = f'c = 5 ksi fy = 60 ksi Ec = 4030.51 ksi Es = 29000 ksi Ultimate strain = 0.003 in /in Betas = 0.8 Section: Rectangular: Width = 408 in Depth = 16 in Gross section area, Ag = 6528 in Ix = 139264 in Xo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in Size Diam (in) Area (in Size Diam (in) Area (in # 3 # 6 # 9 # 14 0.38 0.75 1.13 1.69 0.11 # 4 0.44 # 7 1.00 # 10 2.25 # 18 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 40.80 in at 0.62% Top Bottom Left Right Bars 34 # 7 34 # 7 0# 6 0# 6 Cover(in) 1 1 1 1 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Pu Muy fMny No. kip k - k -ft fMn /Mu 1 234.0 32053.0 * ** Program completed as requested! * ** Iy = 9.05564e +007 in"4 Yo = 0 in 0.50 0.20 # 5 0.63 0.88 0.60 # 8 1.00 1.27 1.27 # 11 1.41 2.26 4.00 37953.4 1.184 Page 2 SW -1 W-(o 0.31 0.79 1.56 y -F- x S e I /2 vc 408 x 16 in Code: ACI 318 -02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered to type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 12:02:42 - 100000 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. P (kip) 20000 — (Pmax) -2000 — (Pmin) File: \ \Server5\structural\Southcenter Design -Build Garages \ENG\Analysis \Shear Walls \PCAtSW- 1_top.coi7 Project: SC Garage Column: SW Engineer: SES Ac = 5 ksi fy = 60 ksi Ag = 6528 in "2 68 #5 bars Ec = 4031 ksi Es = 29000 ksi As = 21.08 in ^2 Rho = 0.32% fc = 4.25 ksi fc = 4.25 ksi Xo = 0.00 in lx = 139264 in ^4 e_u = 0.003 in/in Yo = 0.00 in ly = 9.05564e+007104 ‘ = 0.8 Clear spacing = 11.63 in Clear cover = 1.37 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 100000 My (k -ft) -il 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:02:37 Licensed to: Coughlin Porter Lundeen, Inc. Computer program for the Strength Design of Reinforced Concrete Sections = = = = ========== -= = = = = == = = = =_ == = = = = = == Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. W -1'L Page 1 SW-1_top 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:02:37 Licensed to: Coughlin Porter Lundeen, Inc. General Information: i==============a7=== Page 2 SW -i_top File Name: \ \Server5 \structural \Southcenter Design -Build Garages \ENG \Analysis \Shear Walls\ Project: SC Garage Column: SW Engineer: SES Code: ACI 318 -02 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural Material Properties: ___ ==== _____ = = = = =_ == f'c = 5 ksi fy = 60 ksi Ec = 4030.51 ksi Es = 29000 ksi Ultimate strain = 0.003 in /in Betal = 0.8 Section: Rectangular: Width = 408 in Depth = 16 in Gross section area, Ag = 6528 in Ix = 139264 in Iy = 9.05564e +007 in * 4 Xo = 0 in Yo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in 1 103.0 10000.0 * ** Program completed as requested! * ** Size Diam (in) Area (in Size Diam (in) Area (in # 3 0.38 0.11 # 4 0.50 0.20 # 5 # 6 0.75 0.44 # 7 0.88 0.60 # 8 # 9 1.13 1.00 # 10 1.27 1.27 # 11 # 14 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 21.08 in at 0.32* Top Bottom Left Right Bars 34 # 5 34 # 5 0# 6 0# 6 Cover(in) 1 1 1 1 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) _____________ aaaaa = = = = = = == = = -_ = = == - __ Pu May fly No. kip k -ft k -ft fMn /Mu 20153.3 2.015 0.63 1.00 1.41 W ')3 0.31 0.79 1.56 y 41 2 "00 509 x 12 in Code: ACI 318-02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness' Not considered N type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 12:09:58 I I I - 120000 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. P (kip) 20000 — (Pmax) 2000: (Pmin) File: \ \Server5\structural\Southcenter Design -Build Garages \ENG\Analysis \Shear Walls \PCA Project: SC Garage Column: SW Engineer: SES fc =5ksi fy =60ksi Ag =6048 in ^2 Ec = 4031 ksi Es = 29000 ksi As = 36.96 in ^2 fc = 4.25 ksi fc = 4.25 ksi Xo = 0.00 in Ix = 72576 inA4 e_u = 0.003 infin Yo = 0.00 in ly = 1.28024e +008 inA4 = 0.8 Clear spacing = 7.75 in Clear cover = 1.38 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 120000 My (k -ft) 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:09:48 Licensed to: Coughlin Porter Lundeen, Inc. Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. Page 1 SW -2 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:09:48 Licensed to: Coughlin Porter Lundeen, Inc. General Information: # 3 # 6 # 9 # 14 File Name: \ \Server5 \structural \Southcenter Project: SC Garage Column: SW Code: ACI 318 -02 Run Option: Investigation Run Axis: Y -axis Material Properties: f'c = 5 ksi Ec = 4030.51 ksi Ultimate strain = 0.003 in /in Betel = 0.8 Section: Rectangular: Width a 504 in Gross section area, Ag = 6048 in Ix = 72576 in Xo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in Design -Build Engineer: SES Units: English Slenderness: Not considered Column Type: Structural fy = 60 ksi Es = 29000 ksi Depth = 12 in Iy = 1.28024e +008 in Yo - 0 in Size Diam (in) Area (in Size Diam (in) Area (in 0.38 0.11 # 4 0.50 0.20 # 5 0.75 0.44 # 7 0.88 0.60 # 8 1.13 1.00 # 10 1.27 1.27 # 11 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) a 0.8, phi(b) a 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 36.96 in * 2 at 0.61% Top Bottom Left Right Bars Cover(in) Factored Loads No. 1 42 # 6 361.0 40780.0 42 # 6 0 # 6 1 1 1 * ** Program completed as requested! * ** 45112.7 1.106 0 # 6 Page 2 SW -2 Garages \ENG \Analysis \Shear 1 0.63 1.00 1.41 and Moments with Corresponding Capacities: (see user's manual for notation) = = - - - = = = = == Pu Muy fMny kip k -ft k -ft fMn /Mu 0.31 0.79 1.56 Walls\ y 509 x 12 in Code: ACI 318-02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness* Not considered tk,olumn type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 12:10:52 Project: SC Garage Column: SW fc = 5 ksi Ec = 4031 ksi fc = 4.25 ksi e_u = 0.003 in/in teta1 = 0.8 Confinement: Tied - 120000 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. P (kip) 18000 — (Pmax) -2000 — (Pmin) File: \ \Server5\structural \Southcenter Design -Build Garages \ENGWnalysis \Shear Walls \PC4W- 2_top.col I Engineer: SES fy = 60 ksi Ag = 6048102 Es = 29000 ksi As = 26.04111 fc = 4.25 ksi Xo = 0.00 in Yo = 0.00 in Clear spacing = 8.00 in phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 84 b ars Rho = 0.43% lx = 72576 inA4 ly = 1.28024e +008 inA4 Clear cover = 1.37 in 120000 My (k -ft) uu 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:10:48 Licensed to: Coughlin Porter Lundeen, Inc. Computer program for theStrength Designof�Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. Page 1 SW -2_top W-18 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:10:48 Licensed to: Coughlin Porter Lundeen, Inc. General Information: File Name: \ \Server5 \structural \Southcenter Design - Build Garages \ENG \Analysis \Shear Walls\ Project: SC Garage ( Column: SW Engineer: SES Code: ACI 318 -02 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural Material Properties: = =- f'c = = = = 5 ksi == == fy = 60 ksi Ec = 4030.51 ksi Es = 29000 ksi Ultimate strain = 0.003 in /in Betal = 0.8 Section: Rectangular: Width = 504 in Depth = 12 in Gross section area, Ag = 6048 in Ix = 72576 in Xo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in Size Diam (in) Area (in Size Diam (in) Area (in # 3 0.38 0.11 # 4 0.50 # 6 0.75 0.44 # 7 .0.88 # 9 1.13 1.00 # 10 1.27 # 14 1.69 2.25 # 18 2.26 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 26.04 in at 0.43% Top Bottom Left Right Bars 42 # 5 42 # 5 0# 6 0# 6 Cover(in) 1 1 1 1 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Pu Muy fMny No. kip k -ft k -ft fMn /Mu 1 0.0 13400.0 27924.0 * ** Program completed as requested! * ** Iy = 1.28024e +008 in Yo = 0 in 2.084 0.20 # 5 0.63 0.60 # 8 1.00 1.27 # 11 1.41 4.00 Page 2 SW -2_top 0.31 0.79 1.56 y 6 e/Zoc 384 x 12 in Code: ACI 318-02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered i type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 12:16:05 -70000 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. P (kip) 14000 (Pmax) fs =0 fs =0.5fy -2000 (Pmin) File: \ \Servers\structural\Southcenter Design -Build Garages \ENG\Analysis \Shear Walls\PC Project: SC Garage Column: SW Engineer: SES fc = 5 ksi fy = 60 ksi Ag = 4608102 64 #6 bars Ec = 4031 ksi Es = 29000 ksi As = 28.16102 Rho = 0.61% fc = 4.25 ksi fc = 4.25 ksi Xo = 0.00 in lx = 55296 inA4 e_u = 0.003 in /in Yo = 0.00 in ly = 5.66231e+007104 , = 0.8 Clear spacing = 7.75 in Clear cover = 1.38 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 70000 My (k -ft) 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:15:59 Licensed to: Coughlin Porter Lundeen, Inc. Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. Page 1 SW -3 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:15:59 Licensed to: Coughlin Porter Lundeen, Inc. General Information: File Name: \ \Server5 \structural \Southcenter Design -Build Garages \ENG \Analysis \Shear Walls\ Project: SC Garage Column: SW Engineer: SES Code: ACI 318 -02 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural Material Properties: ____ ..... ___ ...... __ f'c = 5 ksi fy = 60 ksi Ec = 4030.51 ksi Es = 29000 ksi Ultimate strain = 0.003 in /in Betal = 0.8 Section: == = Rectangular: Width = 384 in Depth = 12 in Gross section area, Ag = 4608 in Ix = 55296 in Xo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in Size Diam (in) Area (in Size Diam (in) Area (in''2) # 3 0.38 0.11 # 4 0.50 0.20 # 5 # 6 0.75 0.44 # 7 0.88 0.60 # 8 # 9 1.13 1.00 # 10 1.27 1.27 # 11 # 14 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 28.16 in at 0.61* Top Bottom Left Right Bars 32 # 6 32 # 6 0# 6 0# 6 Cover(in) 1 1 1 1 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) _____= Pu =_= Muy - - - f =_______ y = = == No. kip k -ft k -ft fMn /Mu 1 211.0 23469.0 * ** Program completed as requested! * ** Iy = 5.66231e +007 in Yo = 0 in 25363.7 1.081 0.63 1.00 1.41 Page 2 SW -3 0.31 0.79 1.56 fl € ►z "Go 384 x 12 in Code: ACI 318 -02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered \ type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 12:42:42 -70000 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. P (kip) 14000 (Pmax) (Pmin) File: \\Server5\structural \Southcenter Design - Build Garages \ENG\Analysis \Shear Walls \PCAf SW 3_top.col1 Project: SC Garage Column: SW Engineer: SES fc = 5 ksi fy = 60 ksi Ag = 4608102 64 #5 bars Ec = 4031 ksi Es = 29000 ksi As = 19.84 in Rho = 0.43% fc = 4.25 ksi fc = 4.25 ksi Xo = 0.00 in lx = 55296 inA4 e_u = 0.003 in/in Yo = 0.00 in ly = 5.66231e +007 inA4 I = 0.8 Clear spacing = 8.00 in Clear cover = 1.37 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 70000 My (k -ft) 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:42:39 Licensed to: Coughlin Porter Lundeen, Inc. Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. Page 1 SW -3_top General Information: File Name: \ \Server5 \structural \Southcenter Design -Build Garages \ENG \Analysis \Shear Walls\ Project: SC Garage Column: SW Engineer: SES Code: ACI 318 -02 Units: English 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:42:39 Licensed to: Coughlin Porter Lundeen, Inc. Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural Material Properties: === === = = == = == = == ksi Ec = 4030.51 ksi Ultimate strain = 0.003 in /in Betal = 0.8 Section: Rectangular: Width = 384 in Depth = 12 in Gross section area, Ag = 4608 in Ix = 55296 in Xo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in # 3 0.38 0.11 # 4 0.50 0.20 # 5 # 6 0.75 0.44 # 7 0.88 0.60 # 8 # 9 1.13 1.00 # 10 1.27 1.27 # 11 # 14 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 19.84 in at 0.43% Top Bottom Left Right Bars 32 # 5 32 # 5 0# 6 0# 6 Cover(in) 1 1 1 1 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Pu Muy fMny No. kip k -ft k -ft fMn /Mu 1 0.0 6000.0 16219.2 * ** Program completed as requested! * ** fy = 60 ksi Es = 29000 ksi Iy = 5.66231e +007 in * 4 Yo = 0 in Size Diam (in) Area (in 2.703 Page 2 SW -3_top Size Diam (in) Area (in 0.63 1.00 1.41 0.31 0.79 1.56 y y x #7 @ t OQ 456 x 16 in Code: ACI 318 -02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered olumn type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 12:53:28 - 140000 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. P (kip) 25000 — (Pmax) -5000 — File: \ \Server5\structural\Southcenter Design -Build Garages \ENG\Analysis \Shear Walls \PC4SW -4.col Project: SC Garage Column: SW Engineer: SES Pc = 5 ksi fy = 60 ksi Ag = 7296 in ^2 76 #7 bars Ec = 4031 ksi Es = 29000 ksi As = 45.60 in ^2 Rho = 0.62% fc = 4.25 ksi fc = 4.25 ksi Xo = 0.00 in lx = 155648 inA4 e_u = 0.003 in/in Yo = 0.00 in ly = 1.26425e +008 inA4 eta1 = 0.8 Clear spacing = 11.35 in Clear cover = 1.38 in C onfinement: Tied phi(a) = 0.8, phi(b) ='0.9, phi(c) = 0.65 I I 140000 My (k -ft) w -26 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:53:24 Licensed to: Coughlin Porter Lundeen, Inc. Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. Page 1 SW -4 01/24/06 pcacolumn V3.63 - PORTLAND CEMENT ASSOCIATION - Page 2 12:53:24 Licensed to: Coughlin Porter Lundeen, Inc. SW -4 General Information: = = = = File Name: \ \Servers \structural \Southcenter Design -Build Garages \ENG \Analysis \Shear Walls\ Project: SC Garage Column: SW Engineer: SES Code: ACI 318 -02 Units: English Material Properties: Section: Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural f'c - 5 ksi Ec = 4030.51 ksi Ultimate strain = 0.003 in /in Betal = 0.8 Pu Muy No. kip k -ft 1 251.0 40850.0 * ** Program completed as requested! * ** fy = 60 ksi Es = 29000 ksi Rectangular: Width = 456 in Depth = 16 in Gross section area, Ag = 7296 in Ix = 155648 in Iy = 1.26425e +008 in Xo = 0 in Yo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in Size Diam (in) Area (in Size Diam (in) Area (in # 3 0.38 0.11 # 4 0.50 0.20 # 5 0.63 # 6 0.75 0.44 # 7 0.88 0.60 # 8 1.00 # 9 1.13 1.00 # 10 1.27 1.27 # 11 1.41 # 14 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 45.60 in at 0.62% Top Bottom Left Right Bars 38 # 7 • 38 # 7 0 # 6 0 # 6 Cover(in) 1 1 1 1 0.31 0.79 1.56 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) fMny k -ft fMn /Mu 47235.7 1.156 L.) -'1.$ y 1 -5 e 12 956 x 16 in Code: ACI 318 -02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered 1s;olumn type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 12:55:03 - 120000 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. P (kip) 25000 — (Pmax) -5000 — (Pmin) File: \\Servers\structural \Southcenter Design -Build Garages \ENG\Analysis \Shear Walls \PCA \SW- 4_top.col Project: SC Garage Column: SW Engineer: SES fc = 5 ksi fy = 60 ksi Ag = 7296 in "2 76 #5 bars Ec = 4031 ksi Es = 29000 ksi As = 23.56 in ^2 Rho = 0.32% fc = 4.25 ksi fc = 4.25 ksi Xo = 0.00 in lx = 155648 In ^4 e_u = 0.003 in/in Yo = 0.00 in ly = 1.26425e +008 inA4 eta1 = 0.8 Clear spacing = 11.60 in Clear cover = 1.37 in C onfinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 120000 My (k -ft) 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:54:59 Licensed to: Coughlin Porter Lundeen, Inc. Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. -30 Page 1 SW -4_top 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:54:59 Licensed to: Coughlin Porter Lundeen, Inc. General Information: = ============= File Name: \ \Server5 \structural \Southcenter Design -Build Garages \ENG \Analysis \Shear Walls\ Project: SC Garage ( Column: SW Engineer: SES Code: ACI 318 -02 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural Material Properties: =f == = 'c = 5 ksi fy = 60 ksi Ec = 4030.51 ksi Es = 29000 ksi Ultimate strain = 0.003 in /in Beta! = 0.8 Section: Rectangular: Width = 456 in Depth = 16 in Gross section area, Ag = 7296 in Ix = 155648 in Xo = 0 in 1 0.0 14000.0 23174.4 * ** Program completed as requested! * ** Iy = 1.26425e +008 in Yo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in Size Diam (in) Area (in "2) Size Diam (in) Area (in # 3 0.38 0.11 # 4 0.50 0.20 # 5 0.63 # 6 0.75 0.44 # 7 0.88 0.60 # 8 1.00 # 9 1.13 1.00 # 10 1.27 1.27 # 11 1.41 # 14 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 23.56 in at 0.32% Top Bottom Left Right Bars 38 # 5 38 # 5 0# 6 0# 6 Cover(in) 1 1 1 1 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) a = a Faaaaaaaa ==== a as a Pu Muy fMny No. kip k -ft k -ft fMn /Mu 1.655 W -31 Page 2 SW -4_top 0.31 0.79 1.56 y *-1 e If«. 348 x 16 in Code: ACI 318 -02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness* Not considered ,olumn type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 13:01:35 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. P (kip) 18000 — (Pmax) File: \ \Server5\structural \Southcenter Design -Build Garages \ENG1Analysis \Shear Walis \PC4SW -5. o l Project: SC Garage Column: SW Engineer: SES fc = 5 ksi fy = 60 ksi Ag = 5568 InA2 58 #7 bars Ec = 4031 ksi Es = 29000 ksi As = 34.80 in ^2 Rho = 0.63% fc = 4.25 ksi fc = 4.25 ksi Xo = 0.00 in Ix = 118784 inA4 e_u = 0.003 in/in Yo = 0.00 in ly = 5.61923e+007104 eta1 = 0.8 Clear spacing = 11.43 in Clear cover = 1.38 in C onfinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 W -3t 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 13:01:31 Licensed to: Coughlin Porter Lundeen, Inc. Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. -a3 Page 1 SW -5 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 13:01:31 Licensed to: Coughlin Porter Lundeen, Inc. General Information: File Name: \ \Server5 \structural \Southcenter Design -Build Garages \ENG \Analysis \Shear Walls\ Project: SC Garage Column: SW Engineer: SES Code: ACI 318 -02 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural Material Properties: f'c = 5 ksi Ec = 4030.51 ksi Ultimate strain = 0.003 in /in Betal = 0.8 Section: == = Rectangular: Width = 348 in Gross section area, Ag = 5568 in Ix = 118784 in Xo = 0 in Reinforcement: # 3 # 6 # 9 # 14 0.11 # 4 0.44 # 7 1.00 # 10 2.25 # 18 1 0.38 0.75 1.13 1.69 Pu Muy No. kip k -ft 213.0 22955.0 27785.4 * ** Program completed as requested! * ** fy = 60 ksi Es = 29000 ksi Depth = 16 in Iy = 5.61923e +007 in Yo = 0 in Rebar Database: ASTM A615 Size Diam (in) Area (in Size Diam (in) Area (in Size Diam (in) Area (in * 2) 0.50 0.20 # 5 0.63 0.88 0.60 # 8 1.00 1.27 1.27 # 11 1.41 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 34.80 in at 0.63% Top Bottom Left Right Bars 29 # 7 29 # 7 0# 6 0# 6 Cover(in) 1 1 1 1 fMny k -ft fMn /Mu 1.210 Page 2 SW -5 0.31 0.79 1.56 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) W -34 y ieta1 = 0.8 Confinement: Tied *5 e tl'oo 348 x 16 in Code: ACI 318 -02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered -oiumn type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 13:02:33 pcaColumn v3.63 - Licensed to: Coughlin Porter Lundeen, Inc. P (kip) 18000 — (Pmax) -2000 — (Pmin) File: \ \Server5\structural\Southcenter Design -Build Garages \ENG\Analysis\Shear Walls\PCAASW- 5_top.col I Project: SC Garage Column: SW Engineer: SES Pc = 5 ksi fy = 60 ksi Ag = 5568 inA2 58 #5 bars Ec = 4031 ksi Es = 29000 ksi As = 17.98 inA2 Rho = 0.32% fc = 4.25 ksi fc = 4.25 ksi Xo = 0.00 in Ix = 118784 inA4 e_u = 0.003 in /in Yo = 0.00 in ly = 5.61923e +007 inA4 Clear spacing = 11.68 in Clear cover = 1.37 in phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 70000 My (k -ft) 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 13:02:30 Licensed to: Coughlin Porter Lundeen, Inc. 0000000 00000 00000 00000 00000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0000000 00 00 00 00 0000000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00000 00 00 00000 00000 00000 (TM) Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. W-36 Page 1 SW -5_top 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 13:02:30 Licensed to: Coughlin Porter Lundeen, Inc. General Information: File Name: \ \Server5 \structural \Southcenter Design -Build Garages \ENG \Analysis \Shear Walls\ Project: SC Garage Column: SW Engineer: SES / Code: ACI 318 -02 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural Material Properties: _______________ °____ f'c - 5 kei fy = 60 ksi Ec = 4030.51 ksi Es = 29000 ksi Ultimate strain = 0.003 in /in Betal = 0.8 Section: Rectangular: Width = 348 in Depth = 16 in Gross section area, Ag 5568 in Ix = 118784 in Iy = 5.61923e +007 in Xo = 0 in Yo = 0 in Reinforcement: _____ Rebar Database: ASTM A615 Size Diam (in) Area (in Size Diam (in) Area (in Size Diam (in) Area (in # 3 0.38 0.11 # 4 0.50 0.20 # 5 # 6 0.75 0.44 # 7 0.88 0.60 # 8 # 9 1.13 1.00 # 10 1.27 1.27 # 11 # 14 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 17.98 in at 0.32% Top Bottom Left Right Bars 29 # 5 29 # 5 0# 6 0# 6 Cover(in) 1 1 1 1 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Pu Muy fMny No. kip k -ft k -ft fMn /Mu 1 0.0. 5700.0 13502.4 2.369 * ** Program completed as requested! * ** 0.63 1.00 1.41 Page 2 SW -5_top 0.31 0.79 1.56 y *7@17 468 x 16 in Code: ACI 318 -02 Units: English Run axis: About Y-axis Run option: Investigation Slenderness: Not considered SWolumn type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 13:10:42 Project: SC Garage Column: SW Pc = 5 ksi Ec = 4031 ksi fc = 4.25 ksi e_u = 0.003 in/in klawdeta1 = 0.8 Confinement: Tied - 140000 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. P (kip) 25000 Engineer: SES fy = 60 ksi Ag = 7488 i02 Es = 29000 ksi As = 46.80 InA2 fc = 4.25 ksi Xo = 0.00 in Yo =0.00 in Clear spacing = 11.35 In phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 (Pmax) -5000 (Pmin) File: \ \Server5\structural \Southcenter Design -Build Garages \ENG\Analysis \Shear Walls \PCAASW- 6_long.col 78 #7 bars Rho = 0.62% lx = 159744 inA4 ly = 1.36671e+008 ink; Clear cover = 1.38 in 140000 My (k -ft) 264 x 16 in Code: ACI 318-02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered olumn type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 13:20:54 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 File: \ \ServerS\structural\Southcenter Design -Build Garages \ENG\Analysis \Shear Walls \PC4SW- 7_top.col] Project: SC Garage Column: SW Engineer: SES fc = 5 ksi fy = 60 ksi Ag = 4224 in ^2 44 #5 bars Ec = 4031 ksi Es = 29000 ksi As = 13.64 in ^2 Rho = 0.32% fc = 4.25 ksi fc = 4.25 ksi Xo = 0.00 in Ix = 90112 in^4 e_u = 0.003 in/in Yo = 0.00 in ly = 2.4533e +007 inA4 eta1 = 0.8 Clear spacing = 11.78 in Clear cover = 1.37 in -31 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 13:20:51 Licensed to: Coughlin Porter Lundeen, Inc. 0000000 00000 00000 00000 00000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0000000 00 00 00 00 0000000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00000 00 00 00000 00000 00000 (TM) = ======== a ====== = == = ===== Computer program for the Strength DesignofReinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. Page 1 SW -7_top File Name: \ \Server5 \structural \Southcenter Design -Build Garages \ENG \Analysis \Shear Walls\ Project: SC Garage Column: SW Engineer: SES Code: ACI 318 -02 Units: English 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 13:20:51 Licensed to: Coughlin Porter Lundeen, Inc. General Information: Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural Material Properties: ------ ----- f'c = 5 ksi fy = 60 ksi Ec = 4030.51 ksi Es = 29000 ksi Ultimate strain = 0.003 in /in Betel = 0.8 Section: Rectangular: Width = 264 in Depth = 16 in Gross section area, Ag = 4224 in Ix = 90112 in * 4 Xo = 0 in Iy = 2.4533e +007 in Yo = 0 in Reinforcement: Reber Database: ASTM A615 Size Diam (in) Area (in Size Diam (in) Area (in Size Diam (in) Area (in # 3 0.38 0.11 # 4 0.50 0.20 # 5 # 6 0.75 0.44 # 7 0.88 0.60 # 8 # 9 1.13 1.00 # 10 1.27 1.27 # 11 # 14 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 13.64 in at 0.32% Top Bottom Left Right Bars 22 # 5 22 # 5 0# 6 0# 6 Cover(in) 1 1 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Pu Muy No. kip k -ft 1 0.0 1500.0 * ** Program completed as requested! * ** fMny k -ft fMn /Mu 7777.3 5.185 0.63 1.00 1.41 Page 2 SW -7_top LA) -41 0.31 0.79 1.56 y 264 x 16 in Code: ACI 318 -02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered column type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 13:19:56 Project: SC Garage Column: SW fc = 5 ksi Ec = 4031 ksi fc = 4.25 ksi e_u = 0.003 in /in % = 0.8 Confinement: Tied -45000 pcaColumn 4.63 - Licensed o: Coughlin Porter Lundeen, Inc. 14000 — Engineer: SES fy = 60 ksi Ag = 4224 inA2 Es = 29000 ksi As = 26.40 inA2 fc = 4.25 ksi Xo = 0.00 in Yo =0.00 in Clear spacing = 11.50 in phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 P (kip) (Pmax) -2000 — (Pmin) I I I 1 1 45000 My (k -ft) File: \ \Server5\structural\Southcenter Design -Build Garages \ENG\Analysis \Shear Walls \PCA {SW -7.col J 44 #7 bars Rho = 0.63% Ix = 90112 inA4 ly = 2.4533e +007 inA4 Clear cover = 1.38 in 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 13:19:53 Licensed to: Coughlin Porter Lundeen, Inc. Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. W - Page 1 SW -7 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 13:19:53 Licensed to: Coughlin Porter Lundeen, Inc. \ ' General Information: = File Name: \ \Server5 \structural \Southcenter Project: SC Garage Column: SW Code: ACI 318 -02 Run Option: Investigation Run Axis: Y -axis Material Properties: f'c = 5 ksi Ec = 4030.51 ksi Ultimate strain = 0.003 in /in Betal = 0.8 Section: Rectangular: Width = 264 in Gross Ix = Xo = section area, Ag = 4224 in * 2 90112 in 0 in Reinforcement: == = Rebar Database: ASTM A615 Size Diam (in) Area (in''2) Size Diam (in) Area (in Size Diam (in) Area (in # 3 0.38 0.11 # 4 0.50 0.20 # 5 # 6 0.75 0.44 # 7 0.88 0.60 # 8 # 9 1.13 1.00 # 10 1.27 1.27 # 11 # 14 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger = 0.9, phi(c) = 0.65 phi(a) = 0.8, phi(b) Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 26.40 in * 2 at 0.63% Top Bottom Left Right No. Bars Cover(in) 1 Pu kip 22 # 7 228.0 12691.0 16612.1 * ** Program completed as requested! * ** Design -Build Garages \ENG \Analysis \Shear Walls\ Engineer: SES Units: English Slenderness: Not considered Column Type: Structural fy = 60 ksi Es = 29000 ksi Depth = 16 in 22 # 7 0 # 6 1 1 1 Iy = 2.4533e +007 in * 4 Yo = 0 in Muy fMny k -ft k -ft fMn /Mu 1.309 0 # 6 bars. 1 0.63 1.00 1.41 Page 2 SW -7 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) LOHAI 0.31 0.79 1.56 y 504 x 16 in Code: ACI 318 -02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered lalumn type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 13:25:22 1 1 1 1 1 1 - 160000 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. P (kip) 25000 — (Pmax) -5000 — (Pmin) File: \ \Server5\structural\Southcenter Design -Build Garages \ENG1Analysis \Shear Walls \PC Project: SC Garage Column: SW Engineer: SES fc = 5 ksi fy = 60 ksi Ag = 8064 in ^2 84 #7 bars Ec = 4031 ksi Es = 29000 ksi As = 50.40 inA2 Rho = 0.62% fc = 4.25 ksi fc = 4.25 ksi Xo = 0.00 in lx = 172032 inA4 e_u = 0.003 in/in Yo = 0.00 in ly = 1.70699e +008 inA4 = 0.8 Clear spacing = 11.33 in Clear cover = 1.38 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 160000 My (k -ft) 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 13:25:18 Licensed to: Coughlin Porter Lundeen, Inc. 0000000 00000 00000 00000 00000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0000000 00 00 00 00 0000000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00000 00 00 00000 00000 00000 (TM) _____ =============== ===■= - == Computer program for the Strength Design of Reinforced Concrete Sections ======== fl...,====== Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. Page 1 SW -8 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 13:25:18 Licensed to: Coughlin Porter Lundeen, Inc. General Information: File Name: \ \Server5 \structural \Southcenter Design -Build Garages \ENG \Analysis \Shear Walls\ Project: SC Garage Column: SW Engineer: SES Code: ACI 318 -02 Units: English Run Option: Investigation Run Axis: Y -axis Material Properties: = f'c = 5 ksi Ec = 4030.51 ksi Ultimate strain = 0.003 in /in Betel = 0.8 Section: Rectangular: Width = 504 in Depth = 16 in Gross section area, Ag = 8064 in Ix = 172032 in Xo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in Size Diam (in) Area (in Size Diam (in) Area (in # 3 0.38 0.11 # 4 0.50 # 6 0.75 0.44 # 7 0.88 # 9 1.13 1.00 # 10 1.27 # 14 1.69 2.25 # 18 2.26 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 50.40 in at 0.62% Top Bottom Left Right Bars 42 # 7 42 # 7 0# 6 0# 6 Cover(in) 1 1 1 1 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Pu Muy fMny No. kip k -ft k -ft fMn /Mu 1 405.0 47465.0 * ** Program completed as requested! * ** Slenderness: Not considered Column Type: Structural fy = 60 ksi Es = 29000 ksi Iy = 1.70699e +008 in * 4 Yo = 0 in 59895.6 1.262 0.20 # 5 0.60 # 8 1.27 # 11 4.00 0.63 1.00 1.41 Page 2 SW -8 0.31 0.79 1.56 CO-97 504 x 16 in Code: ACI 318-02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered t type: Structural Bars: ASTM A615 Date: 01/24/06 Time: 1326:18 Project: SC Garage Column: SW fc =5ksi Ec = 4031 ksi fc = 4.25 ksi e_u = 0.003 in/in 1,teta1 =0.8 Confinement: Tied - 160000 pcaColumn v3.63 - Licensed to: Coughlin Porter Lundeen, Inc. P (kip) 25000 — -5000 — Engineer: SES fy = 60 ksi Ag = 8064102 Es = 29000 ksi As = 26.04 in ^2 fc = 4.25 ksi Xo = 0.00 in Yo =0.00 in Clear spacing = 11.58 in phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 (Pmax) (Pmin) File: 1 \Server5\structural\Southcenter Design -Build Garages \ENG\Analysis \Shear Walls \PC4SW- 8_top.colJ 84 #5 bars Rho = 0.32% Ix = 172032 in ^4 ly = 1.70699e +008 ink; Clear cover = 1.37 in 160000 My (k -ft) 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 13:26:15 Licensed to: Coughlin Porter Lundeen, Inc. Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. Page 1 SW -8_top # 3 # 6 # 9 # 14 01/24/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 13:26:15 Licensed to: Coughlin Porter Lundeen, Inc. General Information: File Name: \ \Server5 \structural \Southcenter Design -Build Garages \ENG \Analysis \Shear Walls\ Project: SC Garage (-- . Column: SW ' Code: ACI 318 -02 Run Option: Investigation Run Axis: Y -axis Material Properties: f'c = 5 ksi Ec = 4030.51 ksi Ultimate strain = 0.003 in /in Betal = 0.8 1 0.38 0.75 1.13 1.69 0.11 # 4 0.44 # 7 1.00 # 10 2.25 # 18 0.0 15951.0 28300.9 * ** Program completed as requested! * ** Engineer: SES Units: English fy = 60 ksi Es = 29000 ksi Section: == Rectangular: Width = 504 in Depth = 16 in Gross section area, Ag = 8064 in Ix = 172032 in Xo = 0 in Slenderness: Not considered Column Type: Structural Iy = 1.70699e +008 in Yo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in Size Diam (in) Area (in Size Diam (in) Area (in 0.50 0.20 # 5 0.88 0.60 # 8 1.27 1.27 # 11 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 26.04 in at 0.32% Top Bottom Left Right Bars 42 # 5 42 # 5 0# 6 0# 6 Cover(in) 1 1 1 1 Pu Muy fMny No. kip k -ft k - fMn /Mu 1.774 0.63 1.00 1.41 Page 2 SW -8_top 0.31 0.79 1.56 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORAI1ON Shear Wall 6 Revised Calcs REvscO 8W-G I Project $G Project No. vda%( Se; Loads titR swisrit 35o* @ 2r .1 Pact K4t�af -�D tLlCrM2. Iacc-uonva y , = 15oze G 12ooF i 50' COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING /o //, 01= 113,0aOk V =15o2 1502. M= 61,000k vs R-35No" 2'3e6'' 878 bµIA v4 ptV l �d Lol Ind Gfara9e / Ld Z5� 'ry -Fov.,4AA•for4 D0z\44 Ma 40 Client 9 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343 -0460 • F: 206/343 -5691 l2 45-111E-Iti Designed Br 565 Date: 2.2,1 - G Checked Br Sheet R -1 of Shear Wall Vertical Loads Floor/Roof DL Roof LL Typ. Floor LL P veneer Garage B 105 psf 85 psf 40 psf 45 psf 2w�sed wa11 A,L,e.X Loadr Pier SW Level Floor Ht Wall Length Tub Area Wall The Dead Load Veneer Self wt Total DL LL Total DL Total LL (ft) (ft) Oa ft) (In) (kips) (WPs) (hips) (Ides) (hips) (tips) (lips) 1 8 Roof 12 60 300 18 32 27 120 152 20 152 20 2nd 18 50 300 18 32 41 180 212 12 383 32 Pier SW Level Floor Ht Wall Length Tdb Area Wan The Dead Load Veneer Self wt. Total DL LL Total DL To ft (in) (lips) (kips) i.' • ups (Ides) 2 8 Roof 12 11 .1:4 : 26 53 18 53 18 2 e An 18 26 9 28 I DL Pier SW Level Floor Ht Wall Length Trib Area Wall The Dead Load Veneer Self wL Total DL (ft) 0 (s9 ft) On) Odes) (Ides) hips) (lops) 3 2 Roof 12 42 1812 12 169 23 76 245 2nd 18 42 1812 - 12 - .189 34 113 283 0dps) 105 84 (hips) Odin) 245 105 528 189 Pier SW Level Floor Ht Wall Length Tub Area Wall The Dead Load Veneer Self wt Total DL LL Total DL Total LL (ft) (ft) (sq ft) (In) (Ides) (kips) (des) (Ides) (tips) OdPs) Odes) 4 2 Roof 12 42 1812 12 189 23 78 245 105 245 105 2nd 18 42 1812 12 189 34 113 283 84 528 169 Pier SW Level Floor Ht Wall Length Trib Area Wall The Dead Load Veneer Self wL Total DL LL Total DL Total LL (ft) (ft) (sq ft) (In) Odps) OOPS) hips) (lops) Odes) (kips) (kips) 5 1 Roof 12 34 820 18 85 18 82 147 40 147 40 2nd 18 34 820 18 65 28 122 188 25 334 65 Pier SW Level Floor Ht Wall Length Tdb Area Wall The Dead Load Veneer Self wt. Total DL LL Total DL Total LL (ft) (ft) (sq ft) On) Odes) (Ides) (des) (hips) Odes) (lops) OOPS) 8 1 Roof 12 34 620 18 85 18 82 147 40 147 40 2nd 18 34 820 18 65 - 28 122 188 25 334 65 Pier SW Level Floor Ht Wall Length Trib Area Wall The Dead Load Veneer Self wt Total DL LL Total DL Total LL (ft) (ft) (s• ii) (in) Odes) (lips) Odes) (kips) (kips) Odps) Odes) 7 8 Roof 12 42 1550 18 183 23 101 284 101 284 101 2nd 18 42 1550 18 183 34 151 314 82 578 153 Pier SW Level Floor Ht Wall Length Trib Area Wall The Dead Load Veneer Self wt. Total DL LL Total DL Total LL (ft) (ft) (sq ft) (In) Odps) Odps) Odes) Odes) (ides) (kips) (kips) 8 7 Roof 12 22 920 18 97 12 53 149 60 149 80 2nd 18 22 920 10 97 18 79 178 37 325 97 L C Shear Wall Footing Pile Design Forces Garage A Pier Shear Wall Length Moment 90% of M (ft) (k -in) (k -ft) 1 1 34 - 256420 : 1 19232 2 1 34 ; 256429 19232 3 3 31 i 187851 14089 4 2 42 ' 326242 24468 5 4 38 } ! 326794 ° " i 24510 6 5 29 183637 " 13773 7 3 31 ' 187751 14081 8 2 42 24468 Dead Load (kips) 336 60 336 60 292 27 355 53 370 81 295 37 292 26 355 53 0.9D + 0.7E Live Load Max C Max T (kips) (kips) (kips) D +L +0.7E Max C Max T (kips) (kips) 367 29 367 29 327 -8 413 -5 402 49 326 6 326 -9 413 -5 Garage B Pier Shear Wall Length Moment 90% of M (ft 3 2 42 4 2 42 5 1 34 6 1 34 7 8 42 8 7 22 264.;, 1. 263264. 19745 ;248989' 18674 248989 18674 79717: 28479 10 522 °` 7614 0.9D + 0.7E Max C Max T 31. 316 13 330 55 330 55 388 86 238 4 1.2D + 0.7E Max C 5 — 4. 375 -46 361 23 361 23 446 29 276 -33 %J■560 .5W -G inrfe4Sk- o k. Shear Wall Horizontal Reinforcement �✓ Date: 2/28/2006 tc = IX ; ` ,_Ty psi psi fy = 60 ksi Av = = �..s iw inA2 0 6.eac ace, Story Pier Shear Wall thk (in) ROOF Grg A P1, P2, Grg B P5, P6 SW -1 16 2ND Grg A P1, P2, Grg B P5, P6 SW -1 16 2ND ROOF Grg A P5 Grg A P5 Length rho Vx (ft) (kips) 34 1250 34 803 ittilsta wkwsarAA LoADS phi Vcx (kips) 554 554 2ND Grg A P4, P8, Grg B P4, P3 SW -2 12 42 1528 513 15.7 ROOF Grg A P4, P8, Grg B P4, P3 SW -2 12 42 1113 513 26.6 2ND Grg A P3, P7 SW -3 12 32 981 391 ROOF Grg A P3, P7 SW -3 12 32 490 391 SW-4 16 38 1525 619 SW-4 16 38 1124 619 472 req'd spacing (in) 18.6 51.9 20.6 122.9 15.9 28.6 22.4 2ND Grg A P6 SW -5 16 29 964 ROOF Grg A P6 SW-5 116. _rag 74 472 -r ��..."'+„ _ m'. 2ND Grg B P1 SW-6 16 50 2380 815 12.1 , ROOF Grg B P1 SW-6 16 50 1502815 1iW 27. 2N R. = �W-6 16 ROOF 2ND Grg B P8 SW -7 16 22 628 358 31.0 ROOF Grg B P8 SW -7 16 22 123 358 2ND Grg B P7 SW -8 16 42 1755 684 14.9 ROOF Grg B P7 S1N-8 16 42 1329 684 24.8 y 600 x 16 in Code: ACI 318-02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered ,ilumn type: Structural Bars: ASTM A615 Date: 02/28/06 Time: 12:34:36 - 250000 pcaColumn v3.63 - Licensed to Coughlin Porter Lundeen, Inc. File: P:\Southcenter Design - Project: SC Garage Column: SW Pc = 5 ksi Ec = 4031 ksi fc= 4.25ksi e_u = 0.003 In /In th:eta1 = 0.8 Confinement: Tied Engineer: SES Ag = 9600 in ^2 As = 60.00102 fy = 60 ksi Es = 29000 ksi fc = 4.25 ksi Xo = 0.00 in Yo = 0.00 in Clear spacing = 11.30 in phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 P (kip) 30000 — (Pmax) -5000 — Build Garages \ENG\Analysis \Shear Walls \PC SW- 6_long.col (Pmin) 100 #7 bars Rho = 0.62% lx = 204800104 ly = 2.88e +008 inA4 Clear cover = 1.38 in 250000 My (k -ft) R -5 02/28/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:34:27 Licensed to: Coughlin Porter Lundeen, Inc. Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. Page 1 SW- 6_long R -6 02/28/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 12:34:27 Licensed to: Coughlin Porter Lundeen, Inc. General Information: = = File Name: P:\Southcenter Design -Build Garages \ENG \Analysis \Shear Walls \PCA \SW- 6_long.col Project: SC Garage Column: SW Engineer: SES Code: ACI 318 -02 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural Material Properties: f'c = 5 ksi Ec = 4030.51 ksi Ultimate strain = 0.003 in /in Beta1 = 0.8 Section: fy = 60 ksi Es = 29000 ksi Rectangular: Width = 600 in Depth = 16 in Gross section area, Ag = 9600 in "2 Ix = 204800 in "4 Xo = 0 in Reinforcement: Iy = 2.88e +008 in Yo = 0 in Rebar Database: ASTM A615 Size Diam (in) Area (in Size Diam (in) Area (in "2) Size Diam (in) Area (in"2) # 3 0.38 0.11 # 4 0.50 0.20 # 5 0.63 # 6 0.75 0.44 # 7 0.88 0.60 # 8 1.00 # 9 1.13 1.00 # 10 1.27 1.27 # 11 1.41 # 14 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 60.00 in "2 at 0.62% Top Bottom Left Right Bars 50 # 7 50 # 7 0# 6 0# 6 Cover(in) 1 1 1 1 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) __ _ _ = = = = = PU = = = = =_= Muy fMny No. kip k -ft k -ft fMn /Mu 1 254.0 61000.0 * ** Program completed as requested! * ** 80126.7 1.314 Page 2 SW- 6_long R-7 0.31 0.79 1.56 y 600 x 16 in Code: ACI 318 -02 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered ` type: Structural Bars: ASTM A615 Date: 02/28/06 Time: 12:35:57 pcaColumn v3.63 - Licensed o• Coughlin Porter Lundeen, Inc. P (kip) 30000 — (Pmax) • - 250000 250000 (Pmin) My (k -ft) -5000 — File: P: \Southcenter Design -Build Garages \ENG\Analysis \Shear Walls \PCA1SW- 6_long_top.col 7 Project: SC Garage 111 Column: SW Engineer: SES fc = 5 ksi fy = 60 ksi Ag = 9600 InA2 100 #5 bars Ec = 4031 ksi Es = 29000 ksi As = 31.00 inA2 Rho = 0.32% fc = 4.25 ksi fc = 4.25 ksi Xo = 0.00 in lx = 204800 inA4 e_u = 0.003 in/in Yo = 0.00 in ly = 2.88e +008 inA4 % = 0.8 Clear spacing = 11.55 in Clear cover = 1.37 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 K 8 02/28/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - Page 1 12:35:54 Licensed to: Coughlin Porter Lundeen, Inc. SW- 6_long_to Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program. 02/28/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - Page 2 12:35:54 Licensed to: Coughlin Porter Lundeen, Inc. SW- 6_long_to General Information: File Name: P: \Southcenter Design -Build Garages \ENG \Analysis \Shear Walls \PCA \SW- 6_long_top. Project: SC Garage Column: SW Engineer: SES Code: ACI 318 -02 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: Y -axis Column Type: Structural Material Properties: f'c = 5 ksi fy = 60 ksi Ec = 4030.51 ksi Es = 29000 ksi Ultimate strain = 0.003 in /in Betal = 0.8 Section: = Rectangular: Width = 600 in Depth = 16 in Gross section area, Ag = 9600 in * 2 Ix = 204800 in Xo = 0 in Reinforcement: # 3 # 6 # 9 # 14 1 Reber Database: ASTM A615 Size Diam (in) Area (in Size Diam (in) Area (in Size Diam (in) Area (in 0.38 0.75 1.13 1.69 0.11 # 4 0.44 # 7 1.00 # 10 2.25 # 18 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As = 31.00 in at 0.32% Top Bottom Left Right Bars 50 # 5 50 # 5 0# 6 0# 6 Cover(in) 1 1 1 1 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Pu Muy No. kip k -ft 0.0 18000.0 40103.9 * ** Program completed as requested! * ** Iy = 2.88e +008 in Yo = 0 in 0.50 0.20 # 5 0.63 0.88 0.60 # 8 1.00 1.27 1.27 # 11 1.41 2.26 4.00 fMny k -ft fMn /Mu 2.228 0.31 0.79 1.56 S -lo COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Floor Diaphragms T Garage A Story Shears and Diaphragm Forces SOS = = E -W Seismic Forces (x) N -S Seismic Forces (y) 0.85 1.00 Weight Story Shear Story Force V/W Fpx 0.2 *S *I *wpx 0.4 *S *I *wpx Diaphragm VM/ Ratio of FpxNx Design Shear (kips) (kips) (kips) (kips) (kips) (kips) (kips) Roof 10005 2040 2040 0.204 2040 1701 3402 2040 0.204 1.00 2nd 10285 3160 1120 0.109 1602 1748 3497 Sum 20290 3160 0.156 1748 0.170 1.43 Weight Story Shear Story Force V/W Fpx 0.2 *Sp *I *wpx 0.4 *SDS*I* wpx Diaphragm V/W Ratio of FpxNx Design Shear (kips) (kips) (kips) (kips) (kips) (kips) (kips) Roof 10005 2034 2034 0.203 2034 1701 3402 2034 0.203 1.00 2nd 10285 3183 1149 0.112 1613 1748 3497 1748 0.170 1.40 Sum 20290 3183 0.157 Garage B Story Shears and Diaphragm Forces Scis E -W Seismic Forces (x) N -S Seismic Forces (y) 0.85 1.00 Weight Story Shear Story Force V/W Fpx 0.2'So51`wpx 0.4'S Diaphragm V/W Ratio of FpxNx Design Shear (kips) (kips) (kips) (kips) (kips) (kips) (kips) Roof 9541 1976 1976 0.207 1976 1622 3244 1976 0.207 1.00 2nd 9820 3065 1089 0.111 1555 1669 3339 1669 0.170 1.43 Sum 19361 3065 0.158 Weight Story Shear Story Force V/W Fpx 0.2 *Spei'wpx 0.4'Sps I'wpx Diaphragm V/W Ratio of FpxNx Design Shear (kips) (kips) (kips) (kips) (kips) (kips) (kips) Roof 9541 1966 1966 0.206 1966 1622 3244 1966 0.206 1.00 2nd 9820 3097 1131 0.115 1571 1669 3339 1669 0.170 1.39 Sum 19361 3097 0.160 Cr Garage A Roof Diaphragm C to a Fier Na Total Sheaf (Noe) ( ) us Total Shear dip) (aeph. nbra) Shear Wall Vial Length (5) Wall Shear dips) (STABS) Us Wags Sheet Odes) (Math.design race) Fpx Dowel Design Fag (law) Slab Length OE Slab thickness On) c ,2) Vn max Vn rand �(W2) M "2) 1 635 635 1 34 535 535 535 34 5 L 1632 713 11.89 34 2 535 535 1 34 535 635 535 34 5 1 1632 713 11.89 34 3 327 327 3 32 327 327 327 32 6 1920 1530 L 7.27 32 at 742 742 2 42 742 742 742 29 5 1740 1302 L 1449 42 5 749 749 4 38 749 749 749 38 5 2no 1824 i 1464 30 6 316 316 3 29 316 316 319 29 5 1740 1392 421 7.02 29 7 327 327 3 32 327 327 327 32 5 1920 1538 a 727 32 8 742 742 2 42 742 742 742 42 5 1 2018 a 16.411 42 Cr Garage A Roof Diaphragm C to a —C Garage B. Roof Diaphragm C Pier No. Taal She (14p s) (ETABS) (ET A Total Shear �dpe) (daPh.d fate) Shear Walt Wee Length m) Wei Shear (WW) (ETAASS) us Wale Seer (kips) (apt. design force) Dowel Design Fares Ries) Slab Length Slab thickness (h) Ac Vn max Vn regd As rued (1n'2) `2) 18 2 1001 1001 0 60 1001 1001 1001 38 5 1824 1335 22.24 50 3 561 581 2 42 581 561 561 42 5 2520 2016 748 12.47 42 4 561 581 2 42 661 581 561 42 6 2520 2016 748 12.47 42 5 524 524 1 34 524 624 524 34 5 II 1832 L 11.64 34 8 524 624 1 34 524 624 524 34 5 L 1632 5 11.64 7 888 686 I 42 888 880 886 42 6 2520 2016 1181 10.60 42 6 82 82 7 22 82 82 82 22 6 1320 1050 100 1.82 22 —C Garage B. Roof Diaphragm C Pier No. Total Shan (kips) (STABS) Total Sheer (dpe) (da t. tome) Fpx Shan Wall Was Length (fl) Wall Shen (kips) ( A8.4) Walls Sheer (kips) (daph. design taw) 0 Dowel Design Forty NMI Stab Length m) Slab IhIcamess M) Ac '2) Vn max Vn e9' As rebid Owl) 1 298 428 1 34 208 428 425 34 5 1832 9.47 34 2 208 426 1 34 298 428 420 34 5 X 1832 9.47 34 3 327 458 3 32 327 488 458 32 5 1920 1538 10.39 32 4 277 396 2 42 277 306 303 29 5 1740 1392 3.00 42 5 287 361 4 38 287 382 382 38 5 1824 L 848 38 8 326 458 S 29 326 488 455 29 5 1740 1302 10.38 20 7 327 488 3 32 327 488 458 32 5 1920 1698 823 10.39 32 8 277 396 2 42 277 396 308 42 5 2520 2016 828 3 42 C Garage A• 2nd Floor Diaphragm Garage B. 2nd Floor Diaphragm Pier No. Teal Shear (kips) (STABS) Ta h .0 gn for ce) Shear f o rce ) (a 4M Flax Shear Wall wan Length SD Wail Shear Odds) (STABS tit ) Wane sheer 04w) (Mph. design face) Dowel Design Fora (BPS) Slab 50 Slab N (In) x Vii max VII :nerd As nerd M42) 16 2 586 838 6 50 588 838 636 38 5 6 1824 1117 15.62 50 3 288 409 2 42 288 409 401 42 5 2520 2018 L 9.09 42 4 288 409 2 42 280 409 409 42 6 L 2018 1 1.00 42 5 282 403 1 34 282 403 403 34 5 L= 1832 0.96 34 8 282 403 1 34 282 403 403 34 6 L 1032 1 8.96 34 7 284 400 I 42 264 400 405 42 5 2520 2010 541 0.02 42 8 337 482 7 22 337 482 482 22 6 1320 1068 3 10.71 22 Garage B. 2nd Floor Diaphragm {7 Number of Dowels Iv tg •C lt PZ PZ DWgppq Y N N N N N � {y p ' N N N tw 9E Opq I N N N N te te N N $$XwXNbboMNRRi8;;SX PC PZ PZ S S9 BZ irvX'0P)ba 99 Ot iee'd sort On) Cl C1 P1 PI LL LL 91 EL IL I. Il LL 9 9 El EL II 11 91 9l . 1 12200 12_11. &m B LL W W V W W W Y/W N b b N N b l i b N N N N N 1 N b N N b b 608 608 098 Ore 6r11 fl II It 11 LYS Lrs 9e - s 961 S►81 BY91 LYZI LYZL 6rOl 6081 LZ ft 91 9►8 O+ 6981 Z08 I : SYS SY9 BZ9 9E9 CIL CIL 669 669 999 999 B6S EMS lI EEm EE:E $E 1911 NS ��y Mg iS bg slog Z8e1 910E 9L0Z 9I0Z slog 9102 Z6C1 ZC91 Et9L ZC9I ELSI Eva E891. EMI Et91 �EOE PZ9l PEEL 96 9191 9t91 SCSI .n.0 910E Bl0Z 8 tY F1 0 Fl OZSZ OPLI OZSZ OZSZ OZSZ OZSZ OZSZ ()VU OPOZ 040E 0402 040E 0402 040E OPOZ 0P0l 0 W 0 W I O9ZZ oeZZ OZBL OZeI OZ61 0261 .t .t of p P OZSZ OZSZ (w) seeuyppp Geis )b N b N N N N N N N N Y b N b N b N b 050 N b N N c) BI9uei Oei9 lXXXX at 6z EP EP Z4 Z► EP 6Z Pt Pt Pt YC PC Pt Pt PC f3RgAntlARSRR ZP Et (saps) 6il0399ISOC WAN] ] AL 199 l99 GOP GOP 96C sac SC9 eta YE9 PZS 90. 9EP COY COP MI 6 ►L EBC 99P 29Y !LC LEE Z9► E9 1.001 Ste 99Y 9LC Walls Shear (kips) (diepe. design force) Fpx Wg ZPL ZYL 1.95 195 60Y 604 666 Set 915 PES SEt Ott COP CoP 6PL Z9t 99P 99P at LZt tap Z9 1001 eta 990 Btt eA (9BV13) (sdpp Lee49 9eM MIN,tV NNN i ZYL ZYL L99 19S 99Z 9BZ LLZ LLZ 9e9 Se9 PEG PZS BSZ 96Z Eat ZBZ Let ES 1001 999 GEC 9LC 6PL L9Z LZC LZC at LZt 998 Pat (9) gam h em XXXXXXXX7 ZP ZP ZP EP E4 EP Et Et Pt Pt PC PC PC PC Pt gAg2X4R8S =1 ! nem.9w9 r r r w r N N N N NNN • N N V• N O O O A N ON eld 0 0- N b 0- N V O b V C) V V 0 N A b w N b 0 0 NN b b 1-e 0 O r {7 Number of Dowels I 2 , 4 p /;w i,00a- DLAPNR.ACxM °eatGn ^—j /(0' k - As „1;dh MJo TENS% t o I- VW 0 w — 1''IZ -os IObi 1+) 7 $ b 1`orAt- 4 WAW0, , LG-S\Gt.A ¶oaoe s 2 (tz ncAI CASE' (NomI 20efo 260 ,q k/ I } Ws,GN Jt'liIn6 ,vr 1 •'H 0-745 - (o7,w2l v f‘15 7 ,tc (t6?i) ; 4 & S b 214 $112o o (c')frt.f2)= u s4 (m :JJ(e) = 7,9306D . X2 ' (C7900•I42_ MC/20 � f 1� / / Pk" \Otvnki c r 6 - _ + 5 - 2 6 1 0.10 /ivy A/N ss S Icrt FSv 1 t WEr 1tNS%at'J ��jj C p/�SS �"ess 10) , �'T"sS (AVE av� ra �a- /o k /�f ° I2 � - l (o Fc,L. Project sa A r C e Project No. / Client Designed Br S EC Date: g -// 06 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343-0460 • F: 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • -CIVIL • SEISMIC ENGINEERING Checked Br Sheet of COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Masonry Walls Gravity Point Loads (kips) Dead Snow f2 Live f Seismic 0 kips @ 0 a 0.2 0 0.5 0 @ 32 0 0 0.2 0 0.5 0 @ 44 0 0 0.2 0 0.5 0 @ 32 0 0 0.2 0 0.5 0 @ 44 0 0 0.2 0 0.5 0 @ 48 Adjacent Wall Dead Loads DL 0 kips @ 0 ft DL = 0 kips @ 0 ft DL 0 kips@ 0 ft DI-4 = 0 kips @ 0 ft 8 Seismic or Wind ? 1 (Seismic =1, Wind =2) V = 10.5 kips @ 17.9 ft V2 0 kips @ 0 ft V3 = 0 kips @ Lateral Forces (kips) Seismic or Wind ? 1 (Seismic =1, Wind =2) V = 10.5 kips @ 17.9 ft V2 0 kips @ 0 ft V3 = 0 kips @ 0 ft Vs 0 kips@ 0 ft Vs = 0 kips @ 0 ft Coughlin PorterLundeen 413 Pine Street, Suite 300 Seattle, VIA 95101 P: 206/343 -0460 P: 206/3435691 bcoeen dent lot no. Southcenter Garage Typical BMU wall SES date 3/22/2006 Reinforcement input Vert. rebar size ( #) 5 ....spacing 32 in (8,16,24,32,40 or 48) ....no. bars/spacing 1 (1 or 2) Horiz. rebar size ( #) 5 (4,5, or 6) ....spacing 32 In (8,16,24,32,40 or 48) ....no. bars/spacing 2 (1 or 2) Wall Weight = 84 psf Equiv. Solid Thick. = 7.625 in 0.0 500.0 1000.0 «4, (k 1500.0 Note: All Load Cases must fall within the curve to be adequate ft ft ft i02/ft OK V corresponding to 1.25 *M, = OK In ^2/ft OK in^2/ft p mtn and Spacing Requirements pven + peeve (min)OK SIM% (V OK Ned (mm)OK S„,e, m OK Ptwz(mm)OK shoot no. Input Wall Data hear: P f H = 35 Lw Nom. Thickness = Solid Grouting? Concrete or Clay? Max unbraced height = Sas = Seismic Design Category = Stack Bond? Loading Input Gravity Line Loads Wall Weight = Dead Load, Nbl = Live Load, Ws = Snow Load, wsl = 3010 0 0 0 pif plf plf plf P1 P2 P3 R1 Ps = 1.5 ksi 60 ksi .83 ft 120 In 8 In (6,8,10 or 12) 1 (yes =1, no =0) 2 (1= Concrete, 2 =Clay) 15 ft 0.85 D 0 (yes =1, no =0) ft = 0.5 f2 = 0.2 Maximum Out-of Plane Vert'cal Steel Ratio = 0.338 Maximum In -Plane Vertical Steel Ratio = 0.849 As Actual = 0.115 Vu = 10.5 kips $Vn = 53.38 kips $Vs = 53.38 kips OK OK gthek 2003 IBC Masonry Wall Out -0f -Plane Design (Per ACI 536-.02 Section t.2.5).' Project: Wall I.D.: f Fy Phi Solid'Grouting? Wall Wt. Factor Wall Weight CMU or BMV? Southcenter Garagq Typical BMU wall Wall Data 1.5 ksl Clear Height 60 ksl Nom. Thickness 0.9. Rebar Size T (yes 1, n6=0) ....Simclng f (add'l finishes, etc.) Locail6n 84 psf 0 (CMU=1, BMU=9) .SelsmidDatii ..Date: 3/222006 Enar SES qssues pi nne d pinned 8 rn in'{6 8,10 or.12) 5 (4,6, 6 or 7) 48 In (8,16,24.32,40 or .48) 0 0 qntr, 27 rAr ea face) W 84 psf Wu min A psf .(PLA t section 9.5.2.1 __S 0.85— 28.8 -psf (ASp,E 7 section Ig 1.00 we ww 28.6 psf (For deflecuon ch6('* In fleim 2) below) Axial Loading (Po) Ppad Wad 6 plf LIVe Load .0 plf..: Plf fitHC t n . 0.5 (0.5usually), fz 0.210.2 usually) Summary .1) Designs Forqes Q M166iohf 1.21) 1,0E O +!2S). !Co. L60qq, fl 1.21) (j +.f 0.60 kff". does not lhci.'w'all s omas P. 0.91 kift. Includes "A .511A 3) Maximum steel ratio JACI 540-02 3.2.3.5) l90dlhd Mid eight A, "ma 0.375 in'42/ft' 0 05frh (0 2oPm lfH a Vft A 2� dua 0 n 5) CMU W611 moment capacity 14/t 27 D 2 /3tPuf(e/2)+(Pu)*§. r I 1 _k (S tOPGAUN Updated '(?J7/04 04 2003 IBC Masonry Wall Out-Of-Plane Design (Pot ACI 530-02 Section 3.2.5) Calculivons t d IgIspaclhg W4 Em E n 7.625 Irk 3.81 In. 1773.3 In 443.3 in' 163.0 psi 1.58.k-fVft 1050 ksl A. 0.078 IffM 290 kst A.= -(PutAsFy)(fy, using 0.013 27.6 0.089 in /ft A,Wspacing 0.3554 In`/spacing 7 Ndueshelr- 1125`� 0. 370 In (cajqq for one rebar spacing) c 0A jfi (ac'd for one .rebar spacing) Idspac ng 111 .72 In' 27.93 in /ft Max. steel ratio ber ACI 3.2.3.5 Mn:i (Ase*fy)*(d42) 5.00, kZi�gicfno. 2 02 In A In 6' ktf Qj rfil&h 9- 1,100 0-75:i 4 16 1 0 A m 0 7 Rx 39 n 1A In /ft C004 NR. 4N LI?OT RL1DE i 14 ijpdaj ed. 1 21710 4 CANT l_avenza Bs-1 i wit .4APPOI€77W6 W /svoow Project: 4 C Gf4rt -GiC, Project No. 2P AC-'h t.A V 4 — i tw WAu, Client Checked Br COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERINC koAL. L° A•q Ake'N,F�11- Q,576 M_ ,7 -IP 6.0 4 , U.) (.2-1-t = pL 4- "'L - e62(1,) . Zs$ (7) , Ic-C+ 2 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • R206/343-0460. F.206/343 -5691 Designed Br (es Date: 3 -ZZ-6G Sheet of 2003 IBC Masonry Wall Out-Of -Plane Design (Per ACI 530-02 Section 3.2.5) t= d= Ig/spacing = ig/ft. = Em = Es = n = 7.625 in 3.81 in 1182,2 in' /spacing 443.3 in 1050 ksi 29000 ksi 27.6 t faceshell = 1.25 a = 0.551 in ( calc'd for one rebar spacing) c = 0.689 In (calc'd for one rebar spacing) l = 98.54 in' /sparing I 36.95 in'/ft Mn = (Ase'fy) *(d -a/2) Phi'Mn /spacing = 5.61 k- ft/spacing Phi'Mn/ft = 2.11 k -ft/ft Calculations f, = 163.0 psi M = M = 1.58 k -ft/ft A = 0.116 in`/ft A (Pu +AsFy)/fy, using 0.9D A = 0.132 in`/ft Ajspacing = 0.3527 In'Ispacing Clnax = a,,, = P= Ass msx = As 1110 :lift = Asanuafff = 3.81 in 2.02 in 1.62 in 1.07 klf (o) mid - height, using 1.0`D, 0.75'L 0'S 0.39 in` /ft 0.370 in`/ft 0.116 in`/ft COUGHLINPORTERLUNDEEN Page 2 of 2 Updated 12/7/04 Prot �( (-&ARpAGE Project No. Cot-op-0.a CodEQr. 1 / 3 PLe.ME OeINeoCCI•.Y • .np • COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERINC Msfct g rjv e se-to Oar of VLP E 2 0 r Ca- ux.J co.,ns •1/4• r eits,. 6" FiMJ Wt Designed By: se Date: 3-21 -06 Client Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343 -0460 • F. 206/3434691 VAA Project: Wall I.D.: Pm Fy Phi Solid Grouting? Wall Wt. Factor Wall Weight CMU orBMU? W p SAS IE Dead Load Live Load Snow Load Eccentricity f f 2003 IBC Masonry Wall Out-Of -Plane Design (Per ACI 530-02 Section 3.2.5) Southcenter Garage Date: 3/22/2006 Column Cover Engr: SES 84 psf 0.85 1.00 0 plf 0 plf 0 plf 0 in 0.5 (0.5 usually) 0.2 (0.2 usually) 3) Maximum steel ratio (ACI 530-02 3.2.3.5) A max/ft = 0.375 in ^21ft A, actual/ft = 0.233 In^2/ft OK Wall Data 1.5 ksi Clear Height 60 ksi Nom. Thickness 0.9 Rebar Size ( #) 1 (yes =1, no =0) ....Spacing 1 (add'I finishes, etc.) ....Location 84 psf 0 (CMU =1, BMU =O) Seismic Data Axial Loading (Po) Summary W min = Wu = W(wu,an 6 = 1) Design Forces @ Midheight = 1.2D + 1.0E + (f + f2S) Pw= 1.2D +(f +f P,p = 0.00 k/ft, does not incl. wall wt. Pu = 0.91 k/ft, includes wall wt. from h/2 5) CMU wall moment capacity Mu = w /8 +Puf(e/2)+(Pu)•8 = 1.17 k -fVft (See 'Iterations' Worksheet) Phi'Mn = 3.63 k -ft/ft OK 8.4 psf 28.6 psf 28.6 psf max = Salowable = knowable = 18 ft - assumes pinned - pinned 8 in (6,8,10 or 12) 5 (4,5, 6 or 7) 16 in (8,16,24,32,40 or 48) 0 (0 = Cntr; 1 = 2" clr ea. face) (ASCE 7 section 9.5.2.6.2.8) (ASCE 7 section 9.5.2.6.2.8) (For deflection check In item 2) below) 2) Deflections (g Service Loads 0.15 in 0.007h 1.51 in OK 4) Axial Loading @ Midheight Pu /Ag < 0.05Pm (0.201'm If H/t < 30) Pu /Ag = 9.9 psi 0.05f m = 75 psi 020fm= 300 psi Wt= 27 OK COUGHLINPORTERLUNDEEN Page 1 of 2 Updated 12/7/04 B M -9 2003 IBC Masonry Wall Out-Of -Plane Design (Per AC1530 -02 Section 3.2.5) t = d = Ig /spacing = Ig /ft. _ Em = Es = n= t facesheil = a= c= l„ /spacing = l /ft= 1050 ksi 29000 ksi 27.6 Mn = (Ase "fy) (d Phi•Mn /spacing = 4.83 k- ft/spacing Phl'Mn/ft = 3.63 k -ft/ft COUGHLIN PORTERLUN DEEN 7.625 In 3.81 in 591.1 In' /spacing 443.3 in ° /ft 1.25 1.016 In (calc'd for one 1.270 in (calc'd for one 68.97 In' /spacing 51.73 in' /ft Calculations As= Ass= A, = A„ /spacing = rebar spacing) rebar spacing) cms,,= amaz = P= Ase mss = A, mez = A . WAWA = f, = 163.0 psi M = 2'Ig•f,Jt M = 1.58 k -ft/ft Page 2 of 2 0.233 In`Rt (Pu +AsFy)/fy, using 0.9D 0.244 in`/ft 0.3251 in` /spacing 3.81 in 2.02 in 1.62 in 0.76 klf © mid - height, using 1.0'D, 0.751L, 0'S 0.39 in`/ft 0.375 It'/ft 0.233 in`/ft Updated 12/7/04 £M -4D f I ' SM N wt-u AT StE6L Gt om' Cu PPo2nNd /Ai -Pt an e SWr _ Project No. 2a Pro* SC Ora r ye Designed Br CC S Date: 7-27 Client Checked Br Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • F. 206/343 -5691 COUGHLINPORTERLUNDEEh STRUCTURAL • CIVIL • SEISMIC ENGINEERINI 6M -1 Gravity Point Loads (kips) Dead Snow f2 Live fi Seismic 0 kips @ 0 0 0.2 0 0.5 0 Q 32 0 0 0.2 0 0.5 0 Q 44 0 0 0.2 0 0.5 0 Q 32 0 0 0.2 0 0.5 0 @ 44 0 0 0.2 0 0.5 0 © 48 Adjacent Wall Dead Loads DL = 0 kips @ 0 ft DL = 0 kips @ 0 ft DL = 0 kips aQ 0 ft Mt = 0 kips @ 0 ft Lateral Forces (kips) Seismic or Wind ?f 1 (Seismic =1, Wind =2) V1 =1 2.75 kips @ 12 ft V2 3.43 kips © 24 ft V3 = 0 kips © 0 ft V4= 0 kips Q 0 ft Vs = 0 kips @ 0 ft CoughlinPorterLundeen 413 Pine Street, Silts 900 Seattle, iNA 95101 P: 276/3434460 P: 206/543 -9691 Input Wall Data Loading Input Gravity Line Loads Wall Weight = Dead Load, vtbt = Live Load, A = Snow Load, yvtL = 2016 0 0 0 pif plf plf pif hear: t wive location dent Southcenter Garage wall under steel canopy Reinforcement Input Vert. rebar size ( #) 5 ....spacing 12 in (8,16,24,32,40 or 48) ....no. bars/spacing 1 (1 or2) Horlz rebar size (it) 5 (4,5, or 6) spacing 12 in (8,16,24,32,40 or 48) ....no. bars/spacing 2 (1 or 2) Wall Weight = 84 psf Equiv. Solid Thick. = 7.625 in 450 400 350 300 3 250 200 $ 150 100 50 0 00 1 S 50.0 100.0 150.0 200.0 1M. (kit) 250.0 dole 3/27/2006 Note: All Load Cases must fall within the curve to be adequate ft ft ft ft ft n ^2/ft OK V corresponding to 1.25e14, = OK n "2/ft OK n^2/ft p agn and Spacing Requirements pvert + ptwa (min)OK Smarr Nero OK Pven ono OK S ow( bor1 OK Nor: (ainlOK by SES sheet no. P f- 4 v = Nom. Thickness = Solid Grouting? Concrete or Clay? Max unbraced height = Seismic Design Category = Stack Bond? P1 = P2 = P3 = P4 = P6 Vu = 6.18 kips 4Vn = 45.36 kips )Vs = 54 kips 1.5 ksi 60 ksi 24 ft 48 in 8 In (6,8,10 or 12) 1 (yes =1, no =0) 2 (1= Concrete, 2 =Clay) 18 ft 0.85 D 0 (yes =1, no =0) fl= 0.5 f2 = 0.2 Maximum Out-of Plane Vertical Steel Ratio = Maximum In -Plane Vertical Steel Ratio = As Actual = OK OK 0.354 0.883 0.307 COUGHLINPORTERLUNDEEN ACONSULTING SI RUCfURALAND CPAL ENGINEERING CORPORATION Miscellaneous Calculations BI4ac,E esnM/*It $unwm.+S ,4 BUtLQSNC, B Wtorn 14 W'bti 33 SPA g S sQnw 75 A= zo4O Qr 14 = 22-45 Cr Sure-440A *nal) LA-05 C. COUTQ.o .s So oitt Client COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING .12-e P2C 1c SW y Ira `c�,ac 14 :41a1,• PS 4- ICJ,, 40 r 2S r s : 70 f i c C Mn->a SP#M IIlO Site er.Aii. S L VIA =7.c o W o 7,5 (4o 4Stitl- xl,f -- 780 ply Wp = •-S (5 4-5t, -to) f.57o3pff- n her &7S ee wk= 14SC M 645- 1(te) 14Z 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • F. 206/343 -0460 • F. 206/343 -5691 Designed By 'Mod. Date: Z- ae-OC. Checked By Sheet M.-1 of I CI -f dt ev62 Project No. Client For,- WI2x t9 T,zt A =( Ae. > un.t Zov fl C The l Le.tig4 '75: 5 Ei FAO = rol l COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING + Y2 Syz "_ 1 (2 = G" Salk 111 A ¢EoV a� I b o 0.91 a.. I For. `(Z 6" !pW1..s ZIR 7 142` ✓ SO k. 279 art I = x l = Z2 s,v 03 Use 11 c 2. C P Pot SLAM•'$ t rAt l.=is,o \ Wit IS x(4 fL) = q7S I) W0= I ( +5o +3) = 870 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343 -0460 • F:206/343-5691 e N = l eg (2.045 (145r loco loE+o,<12 %.14oX 1cj2 S °708 k.+= ice 13 fst i- 2,00 = /016 r' ws Zo4s P 1 C- P ct So,umccnmer. Designed By c E n. Date: 2 -ZS -o co Checked By: Sheet /k.1 -7 of Prcc - Tor tt. wno SEkSMv,_ ex 8"/ rry WE -40-r S+.bv1 ZS M Ism S ■■ GY PFor- foam/ 4ienEe 13 WE I4 in wr_ 124SWr r c jtoo V.0,5 C1407- e0 - 4 PI I,E5 : JO1- r I4c - 3oS COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERINC W - 7 1• W ■3� ` rrrvl ce r - t^C Designed By: TAM Date: t-z e -CC- Project No. Client Checked By: Sheet M _ 2 of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P :206/343.0460 • F: 206/343 -5691 tr U- Lz - F 3 g - 2 R -4 _ .F �M 1 F 1, • n 0 Gravity Beam Design 13 -), 5 -3 ■'' STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (16.50,0.00) Beam Size (User Selected) = W I OXI2 Fy = 50.0 ksi Total Beam Length (ft) = 16.50 Mp (kip -ft) = 52.50 Top flange braced by decking. LINE LOADS (k/ft): . Load Dist (ft) DL LL 1 0.000 0.012 0.000 16.500 0.012 0.000 2 0.000 0.140 0.175 16.500 0.140 0.175 SHEAR (Ultimate): Max Vu (I.2DL +I.6LL) = 3.82 kips 0.90Vn = 50.63 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft Center Max + I.2DL +1.6LL 15.7 8.3 0.0 1.00 0.90 46.94 Controlling I.2DL +I.6LL 15.7 8.3 0.0 1.00 0.90 46.94 REACTIONS (kips): RAM SBeam v3.0.I Licensed to: Coughlin Porter Lundeen, Inc. 03/15/06 09:45:33 Left Right DL reaction 1.25 1.25 % Max +LL reaction 1.44 1.44 Max +total reaction (factored) 3.82 3.82 DEFLECTIONS: Dead load (in) at 8.25 ft = -0.163 UP = 1218 Live load (in) at 8.25 ft = -0.187 LID = 1058 Net Total load (in) at 8.25 ft = -0.350 LID = 566 IA -5 RAM RAM SBeam v3.0.I Licensed to: Coughlin Porter Lundeen, Inc. 03115(06 09:47:0( ‘ STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (16.50,0.00) Beam Size (User Selected) = W I OX I2 Total Beam Length (ft) = 16.50 MP (kip -ft) = 52.50 Top flange braced by decking. LINE LOADS (k/ft): Load Din (ft) DL LL 1 0.000 0.012 0.000 16.500 0.012 0.000 2 0.000 0.200 0.175 16.500 0.200 0.175 SHEAR (Ultimate): Max Vu (I.2DL+I.6LL) = 4.41 kips 0.90Vn = 50.63 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip -ft Center Max + I.2DL +1.6LL 18.2 8.3 0.0 1.00 0.90 46.94 Controlling I.2DL +1.6LL 18.2 8.3 0.0 1.00 0.90 46.94 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: Gravity Beam Design g -2 Left Right 1.75 1.75 1.44 IA4 4.41 4.41 Fy = 50.0 ksi Dead load (in) at 8.25 ft = -0.227 UD = 874 Live load (in) at 8.25 ft = -0.187 UD = 1058 Net Total load (in) at 8.25 ft = -0.414 L/D = 479 lub FA! RAM Gravity Beam Design Frt RAM SBeam v3.0.1 Licensed to: Coughlin Porter Lundeen, Inc. 03/15/06 09:54:34 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I -End (0.00,0.00) ) -End (8.00,0.00) Beam Size (User Selected) = W8XI0 Fy = 50.0 ksi Total Beam Length (ft) = 8.00 Mp (kip -ft) = 36.96 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.010 0.000 8.000 0.010 0.000 2 0.000 0.140 0.175 8.000 0.140 0.175 SHEAR (Ultimate): Max Vu (I.2DL +1.6LL) = 1.84 kips 0.90Vn = 36.22 kips MOMENTS (Ultimate): Span Cond - LoadCombo Mu @ Lb Cb Phi Phi *Mn kip-ft ft ft kip-ft Center Max + 1.2DL +1.6LL 3.7 4.0 0.0 1.00 0.90 32.92 Controlling 1.2DL +1.6LL 3.7 4.0 0.0 1.00 0.90 32.92 REACTIONS (kips): Left Right DL reaction 0.60 0.60 Max +LL reaction 0.70 0.70 Max +total reaction (factored) 1.84 1.84 DEFLECTIONS: Dead load (in) at 4.00 ft = -0.015 UD = 6200 Live load (in) at 4.00 ft = -0.018 UD = 5317 Net Total load (in) at 4.00 ft = -0.034 UD = 2862 M} RAM Gravity Beam Design 5tijpe47 C Bra. $ ,, , rule RAM SBeam v3.0.I Licensed to: Coughlin Porter Lundeen, Inc. 03/15/06 09:50:30 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (20.00,0.00) Beam Size (User Selected) = W 16X26 Total Beam Length (ft) = 20.00 Mp (kip -ft) = 184.17 LINE LOADS (k/ft): Load Dist (ft) DL LL I 0.000 0.026 0.000 20.000 0.026 0.000 2 0.000 0.510 0.000 20.000 0.510 0.000 SHEAR (Ultimate): Max Vu (I.4DL) = 7.51 kips 0.90Vn = 104.15 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu a Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + I.4DL 37.5 10.0 20.0 1.14 0.90 44.58 Controlling 1.40L 37.5 10.0 20.0 1.14 0.90 44.58 REACTIONS (kips): DL reaction Max +total reaction (factored) DEFLECTIONS: Left Right 5.36 5.36 7.51 7.51 Fy = 50.0 ksi Dead load (in) at 10.00 ft = -0.221 UD = 1085 Live load (in) at 10.00 ft = 0.000 Net Total load (in) at 10.00 ft = -0.221 UD = 1085 M9 6 r 1 . Rock pAatffi - (G!3") ITS p1C rrut/mk () is-f (no) zt '12,i 00p54 (ti)s. 5k 9WWplC (70'j s 8,gk 1 5 OZ €0' 1 32.15 PP..,L —k rr Der Pate 07301 Corner Tower Roof Plan SCALE irlairatt Coftweg- TOWER SEISMIC. DES IGlJ F r = = . s p =3.S r s 5 6, Z.2 (p,%7_N T� = 5 pS = 0.8 \ 1 (-OS) 'P = 0, ¢0 (i,s a s) ) (Q. W� 3 \ 0,7 3Wf, 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • F. 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING en Project W (vir p Designed Br $£5 Date: 3 - 2V - 6 C Project No. Client Checked By Sheet of M10 Braced Frame Design Braced Frame Brace Section Fy dx dy KL Shear Axial r Lambda c Ag phi Pn DCR (ksi) (ft) (ft) (ft) (kips) (kips) (in) (In ^2) (kips) Wide Flange Strut Design Mark: Critical Case BF beam Engineer: SES 3/27/2006 Input: Sp = 0.85 wd (pit) = c (additional moments) wl (PIO = 25a MD ° 0 y = * 0 — I ksi Po = rrt ) ML = 0 Lx =t 20 ,ifI lc = • 14 = 2L39,_ Li K r = (1.2 + 0.2Sce)Mo+0.5ML= Trial Section:I W10x26 1 v I (KUr)max = 176.32 bf/2tf = 6.557 Xc= 2.33 0.56(E/Fyr0.5 = 13.49 Fcr = 8.07 ksi h/tw = 36.3 5.70*(E/Fy)A0.5*(1-0.74*(PuI4bPy))= 131.6 $Pn I. 52.2 kips l) II Flexural and Axial Interaction ibMci = 117.375 => Assumes Continuous Lateral Bracing Pien = 0.36 DCR = 0.58 OK 03 L ocal Flan eBuddinRWrms oer Table 1 1 for 2003 Xps = 7.22 bat, = 6.56 DI< Local Web Buckilinq Requirements per Table 1-8-1 for IBC 2003 Pci4bPy = 0.055 Xps = 69.16 Apprx. h/L.. = 36.35 OK M 1 7- ^� SoNTN QRAC.EO FRAME_ fo, CaRr1ER - tovllvR Project No. /6 o Pro)ect crotA CrOSC L *Kitt $T' CEO Fg_AMt. CORNER - TOWtR Client COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERINC 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343 -0460 • F. 206/343 -3691 AacNoaArnt bFSicr.) }dPcE ' hot (I3,0n) Ins `4 .54 crne) =68 e ArJGNoi2AGLE FoiaL6 18,61`03. %3) = 27.4 Designed By: a S Date: 3- 2 7-- o Checked By Sheet of M13 ES6tIwest FZA Me e CoIQae, - 7n hfEA COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Se2/4 Wan rec Designed Br %5 Date: 3 -99 - O6 Project No. Client Checked Br Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • F2061343-0460 • F.2061343-5691 MW Project Project No. 'Izieng 8E "Su'? F2 IM f osIO I2aC c uu+os •aP< -.....3 a crl_ ou Itta 243 t1 VE. PE."0 40 TQ( h ' a4 u Ilo vv. Client Ps l0 ¢r gay.. IZ • s,S r 4. 9 ° c 58 .s I"Zk,4ro 4 ° e awc of 'S,rmcr 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343 -0460 • F: 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING ,4s,oe 1,0 L CC-)ms Designed By: Date: Checked By: Sheet /y - ego= t, z9 1. (CO "co 1 c 0. 053 (15eka) S Atop^ 0.kt, ( 4,6i, c 0.1'3 ( I 4-rt., o.38 /BZo) �I. 8 k - z VO ° oc, M Is of ADAPT - STRUCTURAL CONCRETE SOFTWARE SYSTEM ADAPT-RC Version 4.50 Date: 1/4/2008 Time: 4:44:19 PM File: ramp beam 1 PROJECT TITLE Southcenter Garage 1.1 DESIGN STRIP Ramp Beams 2- MEMBER ELEVATION 26.00 9 9 _i_ 3- TOP REBAR 3.1 User selected L 3.2 User selected 1 .fl ____ ... ___ ..._ _ 1 3.3 ADAPT selected Onexscr 3.4 ADAPT selected 03#6X6 5 BOTTOM REBAR 5.1 User selected f 5.2 User selected i 5.3 ADAPT selected 03.3x2or 5.4 ADAPT selected ®38682312 6- REQUIRED & PROVIDED BARS 6,1 Top Bars 2 MU 1St i 111 required provided o.c HI I i I I 14- I 11111 2.8 8.2 Bottom Bars MX 229 7- SHEAR STIRRUPS 7.1 ADAPT selected. Bar Size #4 Legs: 2 Spacing Iin] 11 - ." ... ----- ------ ---- - ---- 72 User-selected Bar Size # Legs: o if 7.3 Required area 0,12— R12110 a o. 0 .16 8- LEGEND 9- DESIGN PARAMETERS 9.1 Code: ACI P = 5 ksi f = 60 ksi (longitudinal) f 22 60 ksi (shear) 9.2 Rebar Cover Top = 21n Bottom = 2 In Rebar Table: ASTM - US Customary bars (Non-redistributed Moments) 10 - DESIGNER'S NOTES MIL 17 0 1/4/2006 :36 PM P: \Southcenter Design -Build Garages \ENG \Concr \ beam.Cre 1 24.08 12.00 24.00 24.00 Ill .00 [ 1) a- LIVE. LOAD 100650'S. • R a A c r] o M 0 2 .00 12.00 .00 .00 Ill . 00 .00 .00 Ill 1 ADAPT WIOOIAt30• 1 I 0171115241102 saL City, 0472!11P Smgi STAIN byW Pond. . M 1 1733 eee 320. Mum. City. CalitoM4 94001 1 AO.VS -IC 1. 2 Coon YMVILS AGSM 1 Mtge 4. 4.30 0 1l 9 IiC1- 219 - 99/014 -911 I ADAPT CORPORATION It x cCA - ttttvLL [matte te ay.t54 1 1732 eYWeOa MM. Salto 220, APO 4 47 City. , C1IS CS1LLMIt 93061 1 9 M01356-2400, Put 161013-3319 1 await) OgPetttl ttY4Ptiolt.nee. b0 [141 *MI I -- _ CATS A® uuS) M RLOIV01 PPILRIi) JM 5.2005 At Ti.., Min Mit asp Mr PROJLCT TITLIS L«thonter garage Pq Moon OCMClma) lrwmM at 15 Ms. for 470 at COMM NOWLM CP LIMnCirt f0r 2f220hl.•3 4010.00 MI for COMM 4010.50 Lai cOIn factor 104 S.tf.OMM. Oct 11141M5/MASS 2.00 COMM 62Q NORM SPV MONT 155.00 pot YIELD SURMA. 44.00 Mxima Mat at TOP 2.00 Sc L Maim Cam at 5017M1 3.06 y ANALYSIS OPMMa Milt n amtnrai alion NM Nat of inert!. Inc support is MOT MIMS= Nonants 1110[1 to nn 01 support Tl Mattis. flange IM04 6M•L.tatin YU Mattis. flag. width Lplata4m loathed ACS -116 /Pea I Mae 411 AN.R -M V- 4.50 ACI -99 3 -IAPOT 4400 tat 2.1.1 PRINCIPAL SPIN DATA Or M IMI IRAN ▪ PI I I TOP IRMMMOILRJI I • OI I I MAPM I t I MT I MLt2tnM A RI MOM MOM Sc L a =PM width la in I thick.) width idth width thi In lS lea tint III It 1 I ) Sc) is la 1 L 1 2 26.00 16.00 24.00 240.00 5.00 Inset 1 - SPAN C • Cantilever SITS 1 - ntt.ep.lar atatin - Tor LnenYL.nUM 3 • I flake 4 • Mend.. r M L unction 7 • joist t • Waits. 11 - Sep .nut• to Alan cab line 2.1.2 SMMTIM MOI0 DATA OT WIMP app1 IP•ICMV• WIDTH in 75.00 5000.05 poi 0000.00 psi 2.2- SUPPORT •2OT• AND COLUMN DATA IOPPMM LMM C01.MM -a 0MIR Cp).MO WIDTH LIMN a10IA1 QC• L10M MIA) D CDC. JOIN' in ft Sc 1n ft in in • 3 • ) P_�_.__y.___Ip_ *Ill CO SOWN= C®ITION MSS MI our at 44 sods ..(OtSGMI • 1 Logy at neat M. tL•0 et fat m1 • 2 Mad at near wi, bSyt0 It Us a0 • I Visit at •47 .00. Mier girl rotational fixity at far Me • 4 Page 2 2 -1MP0T APPLIED LOAO1110 0 • 55AD 1005* L • LIVE 1010 (nap 4W ADAPT-IC V- 4.50 tI -55 0 • MPI90M P • PAa3AL vnniet C • CallIAi5* Y • APTLIie MINT Li. AM WO Lt•Mtty 1 Pts ••• To l 1 M or C ...AC) Total M T,L Ana CLASS TM t /h 1 ft ft I It-ft Or t ...21) 1/n 1 L 0 .670 .00 16.00 .100 1 v .010 .00 26.00 .200 1 n 0 .00 26.00 1.561 3.1 - L0MMM AS AMP APA n 9215 NOM SCAM PnUI TO PMCL5I110 0MIMIM 1 ChM. or 131. I I 1 SM CLASS eta LOMIt/MI ( eta 0t M -M 1 ( I -M P 1t I 1 L V .0 {0 1 0 v .51) MMSI SOLMMIT SiSA•IM Mini= C - CA•CVLATID 91C2 lOn •RO•SATISS 4.1 Tar MMau Spine eN CMtiln.t ably SDI AMA L TI 1.'2 4•1 1a in 691.00 .3656145 1654 7.74 Mop) . Cm, boa) tot., • I•aa /Cntilmr is teaualai see Aloes 4.2 3 -OSAD LOAD MONIST5. a RIACriam, <5.1 IPA• M0M10Ti It -ft) 9 < 5.2 SPAT SPEW It) > OPAN MIlr LLUW Mlrl 11111 SIlr) 1 - 101.11 101.61 .00 -26.91 10.96 Nebo • • CMt•rl4• at. 101W < 5.2 NAM Ti4M Ill > -1 16.97 2 16.96 - 104.1. 1/2 < -6.1 LIDS LOAD SPANIOMMI It -La and 'MX FORM MI -> tad Mt W sp sin as MI haft tight -1 ] I. 5. _5 6- ) S 9 1 -47.16 -47.16 46.04 45.04 et • • Centerline matt JOIST M< -Sc Ml 94 In 1 12.11 0.52 PIS. S (mom boa) ADAPT-IC v- 4.50 ACI -N Pate) neck 6.2 W 5.3 value are mime of all ati0ped load can - 0100050 1105111• 7.1 11 0 0 c 5 O OYO LAO Minn It -Al) ISIS <- Irtt. -> <- LLLPM -> <- tint' -> s -n.45 151.67 Soto: •. fan et 60 19 0 . 0 7.1 I I 0 0 C 1 0 1115 508 MEATS Il -MI PAM Mu W Ali n4 • •face OLew.rt 0- PACTOAID AOMIMTA 0 RIACTIOMS Caloosa40 M 1 1.100 • 1.711 1 0.3 100201 MIMM Iii rt -al min Mart. < Mypn win SPAN m 3 -169. 35 - 332530 120.31 391.23 ttt • - fm 0f support Page 6 Al SILO ITIIL 46.03 22.57 nue .00 37.40 sat lisp 4W ADAPT-RC V- 4.50 ACI -99 W Top bar Monist beyond M •gti .0 11.00 in 10.1 neOTA0 MAUI® 10.3 MAMA= COON. MMMRO It-al It) MM was sin at W max W { S .- 1 41.16 26.56 -lU 55 -110.00 .M S 11.16 16.54 x -200 = -150 = -100 c -50 0 M 50 = 100 - 150 - nos Strength Min Moment Diagrams File: ramp beam 200 Span 1 Strength Combination: 1.41DL +1.7'LL Strength Max Project Name: ramp Jan. 4, 2006 04:48 PM ADAPT -RC 4.50 M Iq 40 30 20 10 a 0 i -10 to -20 -30 -40 -50 Mon Strength in Shear Diagrams File: ramp beam Span 1 Strength Combination: 1.'DL *1.'LL Strength Max L Project Name: ramp Jan. 4, 2006 04:48 PM ADAPT -RC 4.50 M Pr Project No. l " pcSl60.1 r'Gtaott -ec Varior1 ES 4/9 Gra -44 b COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING c 563 A- tS UTA� CIL) ELo ilsott . c PAro a. 4" h° Ito" ydzi4" t.: a " t • o.Sa = "7" M ca[ -�n+c, Lae,-0-1 2C. x 11- R 'A ',o c , do ' V1 LYS 66*4 -o4 Pe-rressta 'S (0 z -s)(1;. )A, cork r o,? (o .e4(socrx)(G . I[e" e 265E r- Designed Br Date: Client Checked Br Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343 -0460 • R 206/343 -5691 M 2 1 VN A ff - 0 q /k 58 _ ahes(Oa)( /•4 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING a7s ✓H -! j a,71Z hd = ass" (c j* J`` Ar f it (d - %) _ 0, 13 '4) ASSUr, = so 34 a.c o 6 = o, z 4 se(24 a ,gs(/.o)pi- aalip 7 D . '33 z- s ,f GL 775 Aye 4 , 33 %(a,el)= a,5 IL 0.04 T 6a z a,os{(�)(ZN)(/4 /. /Z += : Cfy= 'Sl/L5 A je oast !./z - -o)n O,g.,,,,:t D V, t 2 /d = /0" USF 4 ` //f L Z (J a s 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • ft 206/343-0460 • F: 206/343 -5691 ,4 = /, z3 4 U5. /47) ah' nes �. g'C Project Designed By: Date: Project No. Client Checked By: Sheet of NTZ P. ject Project No. u Z Li hSrUn.tRLl(. oornnnk. Pao e -,-r4 Peg- Pv --- O'9W1- VAom it' AAA'R -M CaLUMnJ VJ l VJrk1 z COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING C 0.UMPJ (L 64) 5 u — 1Wtc5,`u. w (4.1, 4KC 8 yr -10" Designed By: Date: 9Br ?Lame \ - — (-4) W x t.--I e 3 "tc Client Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • P.206/343.5691 N ^ 3 COUGHLIN PORTERLUNDEEN ACOt'SUL7NGSIRUCRIRAL AND CNLBIG NGCORPORATION Column Design SouO9smsr Swags Building A Column Loads COL ID __amlx, ; . e.:.w:izi a 3rd 71M 1 TRANSFER TRANSFER MISC. MISC. Clad SERVICE LEVEL OL(Ps4 LL (ps0 Col. SW Fri 1Mp) Pu1MPe) Pa NM PLLOWP+) Pa Adds) Pa IMPS) P IMM) Prot Odds) P Pa1MPs) NAME 1st 3rd 2nd 1M 99 67 0 99 32 72 10.8 230 230 '? °T19SFiteak Cd'tlbd.%SN„!; ." 3rd 99 57 0 230 2nd 99 32 72 290 lst 10.8 3m 99 67 0 2nd 99 32 7.2 1st 10.8 99 57 99 92 9rd 99 57 2nd 90 32 1st 3rd 99 67 2nd 149 32 1st 0 7.2 10.8 1550 1550 390 390 3rd 99 57 0 2nd 99 32 72 890 iM 10.8 0 72 10.8 1100 1100 0 260 7.2 250 10.8 14 7 12 12 UL I 37 19 50 I 44 21 66 74 20 94 U 33 121 85 20 106 101 33 134 ?` "1: •1 •8I &S:MYB1B2 99 138 37 lid 0 1.2 10.8 485 485 5 I 51 27 78 I 61 42 104 I 5 128 41 168 152 88 215 137 41 179 165 as 231 ' *;3 ensil'475' 3rd 132 57 0 520 2nd 132 32 7.2 1s1 10.8 820 14 7 10 I 108 10 212 223 35 141 I In 65 287 264 65 278 267 57 se se 184 I 343 356 35 n 83 26 I_ 6980 13 20 20 48 97 108 42 $2 105 123 1 193 147 113 260 253 110 383 303 177 480 284 110 374 318 177 493 }4.M 8 7" 8-7rB ..4j l 3rd 99 67 0 1650 2nd 99 32 72 1650 1st 10.8 33 33 I 188 s8 275 I 224 380 138 518 465 391 138 529 469 141 221 221 366 5n 690 I 175 88 284 I 211 358 138 498 430 389 138 507 443 67 32 192 117 7 I 45 22 7 97 35 143 130 108 35 139 e3 199 163 279 e8 377 336 290 e8 388 348 21 33 as 141 221 221 as 66 se 2 I 136 lag 362 650 863 90 172 185 87 50 137 106 50 155 181 78 260 215 126 343 192 78 271 231 125 366 1 es 157 157 263 491 504 *.' „s38440t, .gt° 3rd 99 67 0 1100 2nd 99 32 7.2 1100 lit 10.8 19 19 128 e3 191 I 153 100 254 283 98 381 315 157 472 274 98 372 325 157 485 14 39 30 23 22 91 I 53 3e 22 102 96 38 6 63 I 119 132 -r ... Y -I : - C.222 i 3rd 2nd 161 99 99 57 32 0 72 10.8 150 150 28 28 15 15 6 I 123 134 9 13 13 e8 18 147 6 147 150 14 21 21 53 1 W 182 . ° ":+"'. ;;.7L- '1";4:. ,'` h 3rd 2nd 1M 99 6 8 327 0 7 10.8 740 740 8 39 15 15 I 127 282 273 42 68 66 169 328 338 3M I 163 327 67 106 105 220 419 432 . u9 3rd 2nd 99 99 67 32 0 72 470 470 27 27 6 8 80 ( 16 27 42 16 26 6 I 26 43 67 136 Z6 1st 10.8 177 42 219 212 67 279 3rd 2nd 99 99 67 32 0 72 875 876 I 87 180 50 78 137 26 104 217 6 125 184 341 1st 10.6 191 78 269 230 125 354 3rd 132 67 0 460 14 12 87 26 113 104 42 146 2nd 132 32 7.2 460 9 12 176 41 217 211 6 276 1M 10.8 16 41 227 224 88 288 It R:' . p y u.<. ?n,k.t7. ^ 3rd 2nd 1st 99 99 57 32 0 7.2 10.8 1190 1190 25 25 143 304 6 106 211 10354 410 171 351 109 189 280 834 ."„':::,'°a.:its'iiattY.ta 3rd 2nd 90 99 57 32 0 72 1100 1100 37 37 146 299 63 6 209 87 175 359 100 167 278 515 151 10.8 310 98 46 372 167 528 3rd W 57 0 1650 37 190 88 279 229 141 370 2nd 99 32 72 1560 37 988 18 628 46 221 65 1x 10A _ 399 138 637 470 221 899 BoulheeMerClangs Building B Column Loads COL. ID TRANSFER TRANSFER MISC. MISC. Clad LEVEL IX (psi) LL 1ps1) Coll. S.W. Pa6dpi1 PaQd9s) P9.044) Pajdps) P paps) 3rd 92 67 0 310 2nd 99 32 7.2 310 1st 10.8 2nd 1st 99 99 32 57 0 7.2 10.8 485 485 6 I 51 27 78 I 61 42 104 I 5 109 41 151 131 6 157 120 41 161 144 6 210 y7;y 1416 (233rE7o1<°.C.'^w."'d and 99 32 1st 0 72 10.8 820 620 10 71 10 150 181 35 107 I 6 55 206 180 8 218 193 57 85 6 142 268 281 r. te a. 2nd 1st 99 57 99 32 0 72 10.8 40 40 6 5 9 2 11 I 11 26 4 29 30 38 4 39 43 4 e 6 14 I 8 49 ', • 1.1025 5 f 3rd 99 57 0 1240 2nd 99 32 72 1240 1st 10.8 3rd 115 2nd 115 1st 67 0 1650 32 72 10.8 1550 45 42 223 6 312 I 268 141 409 I 451 138 589 541 221 782 482 138 599 854 221 775 "7°S,Ct ;; °r ass 3rd 99 57 2nd 9P 32 1M 0 72 10.8 1550 1550 22 22 I 175 358 389 88 18 138 284 I 211 490 430 507 443 141 221 221 362 650 683 3rd 120 2nd 132 1st 57 32 0 7.2 10.8 1100 1100 41 41 I 173 83 236 I 26 388 6 464 440 377 6 475 463 100 157 161 308 I 86 689 kit,,-o- "": - "a'354C "s:jL2 3rd 9e 2nd 99 lst 57 8 0 72 10.8 1100 1100 19 19 J 128 83 191 I 163 283 98 361 316 274 98 372 329 100 167 167 254 I 472 485 3n1 99 57 0 820 2nd 99 32 72 520 10.8 1st 16 18 SERVICE Pa IUW) P Odpe) Purr MPS Pa IMPS) P.(dPs) P,04klPs 37 28 46 I I 31 18 48 89 28 96 82 44 126 79 28 107 I 6 44 138 I 123 253 264 71 110 110 87 s0 181 TB 192 78 193 147 383 303 374 all 87 30 97 I 81 142 46 188 171 163 48 199 16 ULTIMATE 113 177 177 47 74 74 260 46 463 246 258 258 O 0 0 y O +x 0 O 0 0 24 x 24 in Code: ACI 318-02 Units: English Run axis: About X -axis Run option: Investigation Slenderness' Not considered /)lumn type: Structural Bars: ASTM A615 Date: 01/19/06 Time: 11:26:06 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. P (kip) 1600 (Pmax) -600 File: P:\Southcenter Design -Build Garages \ENG \Concrete \Columns \Typ 24x24.col Project: Southcenter Garage Column: Typ 24x24 Engineer. BRM fc = 4 ksi fy = 60 ksi Ag = 576 inA2 Ec = 3605 ksi Es = 29000 ksi As = 6.32 inA2 fc= 3.4ksi fc= 3.4ksi Xo =0.00 in e_u = 0.003 in/in Yo = 0.00 in ti = 0.85 Clear spacing = 8.63 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 (Pmin) 8 #8 bars Rho = 1.10% Ix = 27648 inA4 ly = 27648 inA4 Clear cover = 1.88 in 600 Mx (k -ft) 01/19/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 11:20:50 Licensed to: Coughlin Porter Lundeen, Inc. General Information: File Name: P: \Southcenter Design -Build Project: Southcenter Garage Column: Typ 24x24 Code: ACI 318 -02 Run Option: Investigation Run Axis: X -axis Material Properties: f'c = 4 ksi Ec = 3605 ksi Ultimate strain = 0.003 in /in Beta1 = 0.85 Section: Rectangular: Width = 24 in Gross section area, Ag = Ix = 27648 in "4 Xo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (in "2) # 3 # 6 # 9 # 14 0:38 0.75 1.13 1.69 Confinement: Tied; #3 phi(a) = 0.8, phi(b) 1 690.0 0.11 0.44 1.00 2.25 576 in "2 Layout: Rectangular Pattern: All Sides Equal (Cover Total steel area, As = 6.32 in "2 8 #8 Cover = 1.5 in ties with #10 bars, #4 with larger bars = 0.9, phi(c) = 0.65 300.0 Size Diam (in) Area (in "2) Size Diam (in) Area (in "2) to at = === Pu Mux fMnx No. kip k -ft k -ft fMn /Mu * ** Program completed as requested! * ** Garages \ENG \Concrete \Columns \Typ 24x24.col Engineer: BRM Units: English Slenderness: Not considered Column Type: Structural fy = 60 ksi Es = 29000 ksi Depth = 24 in Iy = 27648 in Yo = 0 in 0.50 0.88 1.27 2.26 440.2 1.467 0.20 0.60 1.27 4.00 transverse reinforcement) 1.10% Factored Loads and Moments with Corresponding Capacities: 0.63 1.00 1.41 Page 2 Typ 24x24 0.31 0.79 1.56 (see user's manual for notation) 64 Strength. Requirements per 21.4.5.1 Output ie diameter On plastic zone in tie diameter (balance) in V (kips) (IV (kips) +V s.rego (kips) CV based on 1921.4.4.1 reinforcing (kips) Strength adequate based on 1921.4.4.1 requirements? Column Tie Design Reinforcing Properties Minimum Spacing (in) Minimum Tie Area (in 2) Extent of Plastic Zone per 21.4.4.4 Balance Spacing per 21.4.4.6 Column ID column depth (in) column width (in) clear story height (ft) f (ksi) A (in longitudinal bar diameter in # of longitudinal bars in section of effective stirrup legs in section f (ksi) min cover (in) smax per (a) s max per (b) smax per (c) Eq 21 -5 su (in) h (in) Ashore On 2 ) Selected tie size adequate? minimum t (in) minimum balance spacing (in) M (k -ft) 20.5. 0.50 0.49 0.50 66.7 49.0 54.7 17.7 12.0 4/7/2006 ColumnTieDesign.xls 7:49 AM Project No. J3i4z 1k1 13epct of Colo w Or+4ts C 6 Lapel 3 PIA = / OY k 4114x ank -fb Au Z 2,51.k -ea ZS4k i Project 1.214r #*I%r 6 Art BI, 13 I i 4 hsx : 27 k -H _k 0117 ` 2,56 k -A 0/c 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • F: 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURA••• CIVIL • SEISMIC ENGINEERING Designed By: Byt Date: 3 A6/06 Client Checked By: Sheet of 6 -6 0 O y 0 + x 0 0 0 0 24 x 24 in Code: ACI 318 -02 Units: English Run axis: Biaxial Run option: Investigation ° enderness: Not considered tio type: Structural Bars: ASTM A615 Date: 03/26/06 Time: 14:00:49 600 My (k -ft) -600 P = 104 kip -600 Mx (k -ft) 600 pcaColumn v3.63 - Licensed o: Coughlin Porter Lundeen, Inc. File: untitled.col Project: Southcenter Garage Bldg B Column: Grid B&6 Engineer: BRM Pc = 4 ksi fy = 60 ksi Ag = 576 inA2 8 #8 bars Ec = 3605 ksi Es = 29000 ksi As = 6.32 inA2 Rho = 1.10% ft = 3.4 ksi fc = 3.4 ksi Xo = 0.00 in Ix = 27648 inA4 u = 0.003 in /in Yo = 0.00 in ly = 27648 inA4 3eta1 = 0.85 Clear spacing = 8.50 in Clear cover = 2.00 in Confinement: Tied phi(a) = OS, phi(b) = 0.9, phi(c) = 0.65 67 -7 03/26/06 pcaColumn V3.63 - PORTLAND CEMENT ASSOCIATION - 14:00:43 Licensed to: Coughlin Porter Lundeen, Inc. General Information: Pile Name: untitled.col Project: Southcenter Garage Bldg B .- . Grid 1386 Code: ACI 318 -02 Run Option: Investigation Run Axis: Biaxial Material Properties: fin - 4 ksi Ec - 3605 Iced Ultimate strain - 0.003 in /in Betel - 0.85 Section: Rectangular: Width - 24 in Grose section area, Ag 576 in Ix - 27648 in Xo - 0 in Reinforcement: Reber Database: ASTM A615 Size Diam (in) Area (in * 2) Size Diem (in) Area (in Size Diem (in) Area (in N 3 # 6 N 9 # 14 Confinement: Tied: #4 ties with 810 bars, 84 with larger bars. phi(a) - 0.8, phi(b) - 0.9, phi(c) - 0.65 Layout: Rectangular Pattern: All Sides Equal (Cover to transverse reinforcement) Total steel area, As - 6.32 in at 1.1Dt , ,, '8 88 Cover - 1.5 in �bctored Loads and Moments with Corresponding Capacities: (see user's manual for notation) NO. 0.38 0.75 1.13 1.69 Pu kip 0.11 0.44 1.00 2.25 Mux k -ft 1 104.0 273.0 # 4 N 7 M 10 a 18 Muy k -ft 254.0 * ** Program completed as requested] * ** Engineer: BBM Units: English Slenderness: Not considered Column Type: Structural fy - 60 ksi Es - 29000 ksi Depth - 24 in Iy - 27648 in * 4 Yo - 0 in 0.50 0.88 1.27 2.26 275.0 0.20 0.60 1.27 4.00 # 5 # 8 # 11 0.63 1.00 1.41 fMnx fMny k -ft k -ft fMn /Mu 255.8 1.007 Page 2 untitled 0.31 0.79 1.56 6-8 COUGHLIN PORTERLUNDEEN ACONSWNGSTRUC URALAlttCM.ENGt'S NGCORPORATbON Building A Level 2 PT Design x 6r,d M Leval -t bi- yin F LL' Yo F 21a- 1S'-o" l? (J Ll S 6Fr 6,J Z L -M rata* 7: & 375.1 30 2.4" 4 u S 2' C- N '20 / to , COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 6L' / GL' 60o l Pro ecc 5,,.4 ce, D Cr 6,3t /tear 4/s 4 Designed By: &Aryl Date: / / /1.104 Project No. Client Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • F. 206/343-0460 • F. 206/343 -5691 pr al x x x 0 1 4/11/2001:27:18 PM PASouthcenter Design -Build :rarages\ENG\Posttens\Building A\Level 2 \Grid 2 & L -M Lev -.Cre Par LmWSr4 4110Xtt la CV9n Iona= 00004 1733 NooL10. APO. Suits 120. Ybml kin. C alifornia 94061 Ya t• -N !U MOT -tw ota N00VNaa nag anion 7.10 Ann an (ACT 311- 02/IIC -03) AGN 0311 - Structural Q1nN0 Octane mats 1733 pyside toad, sate 220. Redwood City, California •0•1 3LOal (01101305y400. Tea, (0001344-4476 { ban aganahOmpatet.son. lwab des. nit / /Let.30WtNR.ts ✓ l00ltr TITER. Rhtheemt r gaga nip • arid 3 a L-I gee fatal 8 1 -men attain Ol•t l•• 00.800 •AlakttRlo Coigns Rea at 30 Oqe, for Oalatdal 4401.45 0.i fa *0044 1•41.00 p•i W ang N NASTICTTT for 0/10 /4340 4511.44 bi for 031 4031.0t bf a0.• factor for gig-time foe 0151 /na• 3.00 CrCO'lt a mIE son Mgr nose pef 8OIi a2 41Wte 42314µa N ff•e11/21 At Top 34 •tram 441444410 Ran limits YO1tlµ. of (eel) N all lOcatia. 0.000 000 1tialiO421413/1, nm RS • Wee a l K lass roam at BV 1.44 in anima mar at 1019Y1 1.110 in W•-'n Saba 70 Ultimate etrngtstand of stand 30 DAIS a! SIN N •444434( 78441100, Itt 34.8000 at Time, O.1 NOIrT Rts. aid • a L-N Taal Pepe 3 bell 3 • lea Via a) AOArf-N S- 7.10 MI-63 Awv.N effective Rave a strain Mama *rap area W m5 Of tali fla TOP W on of Cada f0. 60015 for LPLim 0.a W mat of toga tees O RO for Mgt= open 448 .angst Pt50mRa•Sa Nut lacing gag stave (factor N .a0 depth) Tag paella type 004 mpc[t wilts. 110.05 q1 .103 a•a 1.70 a 1.70 in 3.35 in 230.00 psi (n. s.Ria 5) ANALYSIS OPTIC= aR, S tagg' gale MIN Rant of inertia over apart SO SCIWO Itaia atLCCR to Gm of typrt in LLtlta plastifiatla ailing loamy rodiattiatN1 le Nfeain flange width Caaid.ntia TN Ntxtl• flange width implementation glad to -fit 3 -II•OT O30w1TIT 2.1.1 e2Diaa SPAN Ma OP 41111•0• NAN Toy OOnW10Rra • Mug 1 KAR2 244 1Nnii.w A ▪ OI LOat. COit 04011 width tack. width that. I um left right t 5 ft in a in in ( in a in • 7 • 1 2 30.00 34.00 30.00 90.00 5.50 35.00 .00 .40 1 leinlers IPS NN • a¢cilear • a0. 1.104ctampolar palm . T or Inveted L action I section 4 . latad.d r or L /elm 7 oist s . 044l8 11 - Top arias t0 nt•.ON lime 3.1.8 uneri 1 tlW• DAM Of WOW NAB SPAN INFTRI *1010 a gar I (Orin a • to Leal 31 MDNM107 v- 7.10 ALT -ea 3.3- 6174 01080 An COLUMN DATA WP•ON a Craw Olga Mi MIOTS LOOT' 0(0144 0 Cc. 0 TO 0(•1111 0 CC SOW it ft in a ft it it -1 a 3 • F- 1. 7 • 1 34.00 15.50 34.00 24.00 (11 13.00 34.00 04.00 (1) I 3•.44 15.00 34.00 14.00 (11 22.50 34.00 34.50 (1) •144 01w lioamPaf CWIE0 C® (115C1 •aa0 at ORL - . [Lad oz for •4G •R 1 lava at e ar 044. load at lead near NO. relax at far a0 i Had at near s0 87744 with toatlanl IWtT at far ea0 .. a • ] -IR•tr •••• /ID LOADING D • NN LOW D . Wai • . NRII W WOW L • WM LOA0 C • 0310:2•71II01D M • ANI500 INOT Li. Lin LOAD N. MO 00111f pea.. era Pastry Lora me trona N Oaf large mat l.ttalpt • • 845.0 aL atatatr 1 Rm ... To 1 (M t ...ALI Mal m res ar T N CMO Tp t/ft _ a 1 ft ft 1 IL -ft a k ... RI Sift -1 a a • t • 7 • • 1 L 40.50 10.05 1 0 C 122.05 10.55 1 w t 3.1 - 70•410 N A000•114 a oars SNR R•0 ONO lo NWOOIN WOW (R/et 1 Ca. Or PAC. 1 f 1 NN Can Tin Lank/fa 1 aft or ft -ft 1 ( k-ft • ft 1 f 3 O • 4 7 O 1 I. 10.00 1 0 C .00 10.00 Vaal , 00860 8 00701144 44[01.0 •- CALCOLATI• SSCTION ••0•IITIC• - -- • ONO /Catlawr 1. Moulton, see block 4.2 1/2 1.314 Page • (grid 0 i L -N Val 21 Mt•1L6 V- 7.15 Y8 -08 4.1 M paten Op.e• and gals only Tableau width ORetia width NN Nu m It O .ff I YO It in it in in a in a a 1 13.27 .13372+04 31.73 1]. I. Dn a. LOAD ......a. a RIACTIOIO .5.1 C•A• II OMI•r• It -ft) • •.28.44 (0 • RY 0111• adage IICI• all) Mr) - -1 3 • • a 1 -344.7• 431.06 -103.50 55.45 Let. • • guerilla -its OOIR • 5.3 *44011044 (k1 . 0.4 COO. Naga 4k -ft) -• 1 1(3.00 -1.1.01 -210.55 a 10.01 105.44 150.00 Rage t (0.a a i La Val 221 18101 -1 t- 7.15 iti -N 4- tIV• LOAD IOI.•r•, Slut• i atACetO0• • - -0.1 LIv• O0AD NN Mans 04-ft) and Ina Rata (5) • an. _ - - -. • - - - .leave - - -• right* ._na lm -- NN W am W ma W left right 5 1 -in 30 -21 00 3 30 125.00 22•. -70 -l 21 vs. Ste. • • Casealles mans •.3 /2P.criCal NO - 4.3 COMM INslo R -ft) AUNT sa mis WI Ms 0 aim A a • • 3 13.31 .72 -u.0. .00 •01.51 i 13.09 .N 30.11 .0• 46.44 Rte, neat 4.1 acme 4.3 alai are bas to N all skipped loading Mae 7 - N[ ®10 110.•-••-••0 •-s 1 i 3 1 51. Rte, 7.1 5000040 pep LON MOTS n -R1 Mots, • f.a- Of -nWest -4 43LR 7.1 l 0 0 0 C R C LLN 40•010000 (s. -ft) left. vaapm -- Taloa N a W maa kin Ya age • acid a 5 hl Viol 3) • . face-Of -.,Wort • ROI or DOD ND an SOON 1k-ft) • W IWle of dead load and lin load span mama taiiW for nuviot0MLap gag 1 1.0000. + 1.0513. 7 loft. . .edgn ...... right- IPN as ma Ng W Ma W 3 • 5 7 1 -344.49 0(1.07 551.47 - 374.11 - 374.11 4/11/200.,:27:18 PM P:\Southcenter Design -Builn ,arages\ENG\Posttens\Building A\Leve12 \Grid 2 & L -M Le 2.Cre • - Macre pt•ICIOI® MCA ]m TOpD• ,OILY • P[MIa TUY Si 0414T* Par . far Spas 1 • .1.01.0 petaMw • flylt parabola afY Rf iMat Portia a.v as art 3 1 tendon For aotllent/ Sly,t yrtbl. 1 • partial sernbula 3 • S.dwO tonfn IRO1IL• ITn 12/1 WA 03/0. ,/L 1 ] 3 -4 5 1 1 .100 .100 500 9.3 - ®DCT '0257 - 110010002 IMAM M9) TO.It YAR T.nAe0 editing 4d. Mlecttl, - 5011]02 - 7 (0210 ] • Lp 14041 1) ADC-ft V- 7.10 342-82 MMR! was -- COIesI.lea VMYO - -- wain .- DiscaYi tr an lin) - • •• PA Mal Ib1 0902 (k/-) Left Cate MSC IMO 1•-) (4011 I 215.200 12.90 a 20 21.04 012 se 5.09 104 001N0dats night OC .[1501 257.4 La 0.5 .000ISIO @n POST- T]StI0130S YOMMIlipal .- N ®M SLIMS NIRLOM -. - 8•1137) 0S MIMI f/A seas s MIT. CM,M WARM 3- LOT Cent oar -1 3 1 9 00 171.01 144.0 144.25 14.20 Cat • fact- 01awport S S S T I e p Z Z Z Z Z Z Z Z (pail (testa& stew positive) LOFT• *000T• MM TOP oot301 Tor MINI NP MR. a 1 -113.95 -44.01 520.41 444.11 -m.a. M.. • . f ca- m -csort a tm Page wn.IMMWM SALASeao 00010Te. anAY•Iac'n01 SPAS left. .id.Mn .1102• Mlll 50(r) 1 a 4 6 4 554.5) -112A1 224.84 2 lam mles. Upper cola. 001 1.111 .001 81.911 - 117.4.3 Orld 2 • 40 Y.d 2) )OAR -I V. 7.10 *08.02 le- VaCTO].Y II00011$ t 31L.0T1013 Calculated a_. ( 1.200. 1.404 • 1.00 n dary =ant effect.) U130• 460 TO (k- t) left. •,44170 riot. SPAN la W mut Ma ma -4 I -1 l t 150.73 050.1) -124.30 Mon • • faw -of -a pwtt 10.2 OOLTYLQ Mean Qo-yl Mai • -felt• a •- .10. 1 120.7' 312175 YY• • . face- 02dappert 10.1 MClt® CVLTSM 10.4 FACTOM OLOO 103911!S It-R) (tl v. tail 17402 -e a -- 5000 wtva - -a 30I0 eni W eat W max Ma -1 ] 4 5 -0 ] 1 171.43 123.40 -12.12 -116.45 - 24.77 - 283.43 2 .9.ef 10.7/ 44.54 35.78 127.80 0.77 y -S11111 STOOL Man= arena for 002 -MT a Ma Inapt - Madam noel 0.004* - MSC capacity • factored 1101 301I eMt ■upmi ut -eff length fa minim. .ton' lleuY /.1701 ... 0000 ent -off 1en]tl for Mdo .teat Oapth /5023 ••• wP 0 (000 ] 0 411 level al lOOn -PT V- 7.10 801 -02 TM bar enteontal llmd Aare 84MSM 12.00 Ira bcta bar 14002= bayed Mare zgdand 12.00 in 1wOMCMYIt 40450 on o ,MISISMIRM M factored .Wet• TOTAL nQm M S02µ • Tony ARIA 0W1110 • 12.1.1 STOOL AT MID -SPAR TO P A. S8IOm ROM Cann= l 4 9 120.71 ale 200023 • 1.5 MC lOTTO* Y C UOCR 0Mt MITOII a a... t .as l wen 11.1.1 STOOL AT 005 PORTS TOp • 0110 II Y R10WR SCR CSRLIL M 01570057 ROM OITOU MINT IY31 • 1 ] 1 3.02 1 5.10 1 50 .00 ( 12 -50111 D05I00 MOWN Am On-0t IADMIp 2/2 .00) te.o4ta 109101) maybe (fo n steer allots for) vales of d used Tn .bar equation. lea .sas • spacing. 00 tea -lpyed 04 e imp. (Cy- 50000. pail no stirrp are required Mx . a .. • faced eaonte sad sheer@ (s.®de f mount effects 1mlWd) 1351 .. to • 1 Mt sleet apatite. gonna I m ww.iale value of 3((57 Vo.naY a um permissible value Of tltm'i/t pans. At • 0 n reinforcement [guired .i0 luforaeat required. to l..Y only a.# 10 (Yid 2 • 402 Level a) l••-R V- 1.10 KI -07 ante( for Ian Marna .= lit CI AIL. •.00 13 at tip of mtllent. an/ L4 1.00 1. at flat support Mlle • 1 ( 0* . 30.00 ft lent •pe tan 1.00 Y 39.00 ft 1 1 4 N 14 114120 n O N CAM 1(L it is k A -ft NJSOI•vr IOY/ft l0 ]t Ay 92]5n - 1 S S 0 l • 9 - 10 11. - -- 4.50 30.09 -135.17 38.00 -171.24 - .'0 .0 34.0 (3 2) YAM GMT 5.00 70.00 -140.54 124.17 .SS 24.0 (a 31 w Ciad .15 4.05 ]0.00 -UO.N 11.40 .w .00 24.0 (a 3) MC 410.T .20 5.00 35.00 -104.45 035.11 .n .•4 34.0 IS 21 CM UO.T .] ].w 15.00 -113.41 171.4) .n .O] 24.5 (2 11 ULM MRS 0 41.•0 .150.02 1112.47 1.09 .]5 10.9 li 8) .35 10.10 10.12 50.22 1121.03 .]9 .09 24.0 (3 ]) WY dad 0 12 00 31.70 03.02 1145.54 e1 11 y Yaw Ovd 12.50 83.50 4.n 1054.44 .l0 CI 81 YM1a Rid N 12.05 13.71 40.01 901.73 .N 12.0 11 ]) Mow 4454 .M 14.00 22.50 45.11 $08.71 .00 .N 34.0 11 2) MMO dad .40 11.00 11.70 71.30 740.41 57 .09 14.0 (1 2) MM 06T .1S yaw 80.02 73.40 589.11 .w .04 12.0 (1 11 WW1 CMd ]1.00 20.00 15.45 021.53 .w ]4. 11 11 Ma IM.T .y y 70.05 77.08 412.700 .44 .00 11 11 .N 20.00 254.39 .40 .00 (3 11 1250 80.00 03.]7 illy Cl 11 ].00 35.00 54.44 47.45 (3 1) 80.50 34.00 80.00 -50.5 .40 .00 (3 1) 1.00 34.01 30.00 *0.02 Palm 22 (arid 2 & L -C Ygl 21 AOUT -R V- 7.10 2CI -02 Concrete'. modulus of a1.Itciti m e 4031.00 Jai cam factor t • 3.00 I.tfcfin/Igrott... (due to craning) 0 • .91 Our strew shad 4.01101'1/1 tracking of .anion is el/owed tor. Vatw in prat a are Imon /mot defi•ctionl ration MeifW An ALL y Thos MCC WMR MM c m O•I 01.11.005 44 MwI.44O0• 11 •tired rewired by ...2 1. .O0 44371 .wl NM) SIC )0121 5 Project Project No. 6)-rd G Leal 2 bL.= /o 11-° LP - writ ao' -o" v v CO O C x o-4 L,i Le ..51 2 1D /O 6 1c., 'iota F di' 40- 26' 42' 6z 6z� 6, let 13,z Le..e4 Z Pt 2,6Yk S ,oL4,1,tee..bc 6„r o. iti f G 4 as r � i-S W /owb te ' 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • e. 2061343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • .0 -IVIL • SEISMIC ENGINEERING A 6z' Z6' 6z' it- Designed By: /I k fi Date: Client Checked By: Sheet of re" 8 x x x x x x x x x Griot E INe t Leal L. DL /o,sf LL' S'O,U /� D21a' zo' -o•• U U U F _ 3t?. h &r ;d Gt F_as� Lc��1 Z �Nar hL ` /Op' 6 ?21n= 10' Pro ct wb4 Geti 6r r Project No. Client 6z 6 L . COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • F. 206/343 -5691 Designed By: yin Date. ) / 0/06 Checked By Sheet of Pro as.I 4/11/2001:28:27 PM P: \Southcenter Design-Build `:•arages\ENG\Posttens\Building A\Level 2 \Grid E West Level �re Man Nh -Aria tlme)vu Wean •Om• •hall 1732 dada)! b0. M is 230. 11411wocd City. Califa0ls 36041 tan -K Pa MOT U ..00/•04 DRUM smid 7.10 Mattes (act 32t- 312n1C-03) Alen a2waT1a - 0[a0tdu Cteaatit dat..a Mot= 1733 bedsit* tad. at. 130. 11404004 city. California 36001 Am, if)mati -3400. 2u. 045013a-447a 11, hypataafpta ft.aa. Y site. ctp. / /rd.adset•nft.ca Man Pa TM or P)W,M mCOats. Pal= biz, 000J1CT TITLI: so tboatax Gan a Ulde A • Wt 20d 114112••L p••1•• •NNNNNNIA• aa•at. 177110417 at U data. f6 path /•• *009.0* psi fa Cala IMMO* pa I®WIY or 6MRCDR for 111111145/4LMS Una bl fat Ca a a{ n• factor fa 4sflaetla0 for •MMIMADS 2.50 Dana MGM b0aM4 ma Hair 117.00 pet Tms Mato host. W1tapl of If 1 412/2) at TO9 At gotta Dfa•0xla lam Hata Ialtsp . of (f•c)I M all lmtic a as U. At nn., 7,3 Grid t Mt teal nlnaaaOr. Trm ataab 41.04 W lain tear at In 1.34 is a4a mar at 1141710 La in nrr• an.® 00310• strangth Of brad 270.00 k•( Pale 2 (aid last Leal 2) Average If foRlw aaa• L .taut 16101) S trand eta na cat et tad a bona, Ida m. 0t tads tea Banal for IWnM= rya 1263 m. of Ueda tea anal for nlltaa spa tad .ma42 paDpas•im rr swag semi .tread. Meter of slab Oath) Team profile t7p0 sd tuaat 4na n 42 .00 ra ®w 1 1 4P C - caellpar 3.1.1 Pa6'IPAL •PAM LOA OP =Ma Ina 270.00 M nn. 1.10 14 a 1.74 is is i 115.0 0 W t.eU as eatim a sonata 03710113 an. • bit o fra do ion saga i0 a10ua Moats i D t0 face of Support TIC a4tat Uacifiattm alLmellscallat. radlstrib t.d) a Illative flap width emalaratial in Illative flats width isle atnim totted tI -an. 44000.424 I - an. 1 • goaaaul.r 04Ctim 3 7 or Water' L nctim 2 maim 4 Ctdda T 0r I @action 7 aLt T� I Tot . 5atW1aLNJ . LM137111 MID= Deal Nat thick width NOLITnamil MI ft I is a. I in Y I a in a Rp ) (Chid • Nat Matt 2) 2.2 -Or PONT 4I074 ••O COLUMN DAT nicer • Ian coma • Dan 031041 Mtn. Latta 540L) D C!• a rra •an•l D 001:• Pita4 in ft is ia ft in 1s - 1 a 3 • C 4 l 0 0 10 1 34:00 10.00 26.00 (11 11.00 34.0* (4.04 (11 2 2•.00 U.00 22.00 111 1•.00 34.11 24.40 (11 l 24.00 10.00 24.00 111 24.00 34.00 34.00 411 1710 taLVa tans Caer12011 ©Y Inc1 Tian at bats ado ...(SMODA1D1 1 Rryl4 at wt at fiat at fir m 2 ma Mad at r a lama at Ls ad Noe at ear ad. rola with eetatiaal farlty at for ad .. • 3 -I0•CT £001100 LOADIM0 . -04104 -- I7M 0 • 0450 LOAD U • ®3400 • • TLMf Lo O I 0(00* L•a05 t. C •mtS Loa M AMMO Mar la LUIS W$ n. Mod lafa Capita 434 paatn lava W tivtad m dad letlin IMMO alt aahal40t • • 100.• ptC ANY CIA•• TIM WW1 ( ft - t a • 4 1 L 5 .040 1 O 0 .010 1 IN 0 3 1 U 3 1 D Pap 4 1 n O 1• 2) anal iRp• 63.00 43.04 .040 .00 4100 (arid t ant teal s taw Lan 10000 is 21)42 with 0 .kip fatter 0f I L O .340 p V 3 0 O .010 MM. saarga I.taxo* 1MOlta Lis 1017222 is sacra with • .alp facto 0f U - Top delay to referees. lima Tel (M cc C ...AO Total cm Trlb k/ft 3.1 - LOWING AS AMYPA n MR'S TbOT INN PRIOR 10 001•.002 V131ta O/ft 2). 1 Cla or P. 1 1 -1 oleo C3 TM Nftl 1 tate m n -ft 1 I k • ft 1 -i 3 a • • e 1 4- CALCULAT.D 0scyxel •OOOOOTISO 1/3 .300 For OYece Sts dl Cdeutwaa d1T atib:ary .tut/ [Meta t adat Ma AIM m It • I To n 1a'a is a Ilar4 Si i 1 4 6 0- 002.56 27.41 n 5+04 23.73 11.. 3 1702.50 27.42 7.17 .15100024 33.72 U.. ate. 1pa /Catilawr to Meaife a. as block 4.2 • - Dian LOAD MOas0Ta, •flab• • SSACCIO5• Papa 0 •5.1 •••• MOSO•T• (4R1 • c 0.2Rasans (t) O )17 WW 1dO1Wa MUD Sal) dm - 0 0 1 -117.17 -17.)1 17.0• 3 - 300.01 -07.04 01.32 ate, • • Catalan. ant. PAm 0 51 =AMrri 01 • Mt./ • . Cat.rlia .e.at. P ap 4 SPAS 1 seta/ -3•4.47 lot• laid t Mot 4421 3) t00n -n V. 7.10 YL -a s a lPa 10110 - -- -Opp! all 05.31 -100.•1 -101.•1 2 154.05 3 05.31 Ina 125.01 4- Lay• LOAD MOMONT4 0 asACtr0t• aa • - -4.1 L11• LOAD MN Mara (k -fe) tad da TOW= 00 • UR• RRRRR • . -- a • . right. MS ma aa a W ma SA lot fiaa. - • a 1 -100.1* 01.43 174.02 -34.15 27.10 2 -300.1* -40.56 174.02 - 21.10 24.15 6.3 Caaa oar. (4-e1* .min aaa au .la 2 ) • 1 34.10 14 -00.17 a•AS 01.40 a 04.35 27.10 74.01 -1•,00 1•.01 -74.02 3 34.15 ao• w00 -24.21 05.00 -14.21 Vets/ sea 0.1 through 4.3 velum am 10410 of Au sapped 1.04100 dos 7- M 054 NT• moo= TO 14.6-04-17•0017 7.1 3. O U C CO Da/ WD oars 0i-ft) (arid t MM ra• ]. 21 347.42 Lin aaa Man (k -ftl 1344•00 1 rift• x x Project Project No. &n et r..ct Le,.e,l t PL.- (,0 LL : M ° /S 4 F : to & /Fd /o n ./65 v b Grid /,i Level Z 20 ' * . ! bL % /0,16 L L = Pop ( COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGtN•EERING U v r> p v v (y v v J i 2 J J / 2 i J /U' toy 20' tJ• 1J' 2.o• )o' -fro e llfd�c A Client Checked Br Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343-0460 • F. 206/343 -5691 P =15 ``/4 Designed Br f3)z,,w Date: /7/1 /0ct et- 21 x x 4/11/2001 i:28:43 PM La -SHEAR 0S SIG II FOR BEMs AND ONE-NAY 9o. SYSTEMS No shear reinforcement required Page 11 (Grid 0.5 Oastr Leven ADAPT -Pr Y- 7.10 Oft -03 13 -s[ISX SPAN INFLICTIONS e modulus of elasticity Sc • 03 0 Isi Creep factor 3.00 Ieffective /fgro.s...(doe to rocking) Where . tatted 0(rr ® '1 erecting of section hs allowed for. Saluda stresses are (span /sex defleatirn1 ratio. RSPLRCISON ARE ALL IN inches. vaeMoso Pa9Lilue SPAN w DL DLoPr OL PrsCRSEP LL 0L+Pro-tLiCAEEP 1 611 2941 16( 1 091 971 2401 071 1 - 0)1 6 BPI 101 1 991 3 .131 13091 .091 3319) .191 9441 P: \Southcenter Design -Bullet ...arages\ENG\Posttens\Building A\Level 2 \Grid 5.9 Distr Levt. Cre 3/3 x x x 4/11/200u i:28:55 PM Par 17 13 -14A404:04 SILAD DEFLECTIONS Concrete's nodules of elasticity 6t 4030.50 ksi Creep factor leffeRlve /Igmu... (due to cracking) [ • .96 Where stress exceed 6.0(fo') ¢ackiuq of Ctim is allowed for. Values in parentheses are (span/max defleeticc( ratios Y0PI.0.T1a9 A66 ALL 4 inches IS POSITIVE 5 M DL PT.00fP LL DG P 4 5( Svl .29( 5 ]1 51 4561 .55( 517) .64( 375) ..01 (14944) .06( 3041) .04( 6 46) 5( 4055) m( 046]) .06 5 65) 6( 1409) .161 14691 ]( 54591 n1 779) ]1 411 41 6511 ss( 76O .301 656) 111 loss) .901 5991 P: \Southcenter Design -Build vrarages \ENG\Posttens \Building A \Level 2 \Grid 1.2 Distr Levert Cre 4/4 4 L P ct Project No. rye INLlir Lie( Le.,.'M 3 DL. ° /Op F LL= 5o Tani. 1• o„ U F = // k /fb ? Level bL' /o LL: QopsF Tain = 1'o" Slab =5" d 8 0 0 4- 0 b A G 8 A 1 i s J i 2 20 /0' 7_0 l0' Lo' to' to / ZD' /O• to, I h Pk/C6 /7 k /F� V See L of at, For F a /oK /Fd r i ISkIP+, e ew[; Client 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • F. 206/343.0460 • F. 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING U Designed By: /3/2,M Date: j Z/ 3v /oS Checked By Sheet of FT-2 `� x x x 4/11/200■, j:29:22 PM P: \Southcenter Design -Buila uarages\ENG\Posttens\Building A\Level 3 \Typ Distributed Leve13.Cre Page 17 (Typ Distributed Level *DAFT-PT V- 7.10 ACI -pa 00 00 00 00 11.1.1 STEEL AT SUPPORTS Al OIPP052NT MAR CRI18R1A As DIFFERENT SONAR COITNOTA OOINT 110'31 a - - -wT 1¢M - -O r .35L -a Iln'al c.. -wT XZX - -w .354 -. 3 4 5 13 -SMEAR DESISS FOR Ong SW 0116 -NAY SLAB SYSTDIS No shear reinforcement required Page la IryP Distributed Level ADA3T -PT V- 1.10 ACI -03 13- Ie1114UM SPAN DEFLECTIONS C crate todul of 1 t1 Sty Ec . 4031.00 Rai Creep factor IetfeRlve /Igmee... (doe to cracking) Where ate aaaaa 0 1fer1 /3 ackiog o e e ecti ie allowed for. Values idp rmtheeea are Iepan /W deflection / ratios DEFLECTION ARE ALL IM Dicke DONtoARO 0OSITSFt SPAN pL DLtSr OL P OCIZRP G4 0 +01tLLtCRBg0 3 3 .52( 31170 T( 68161 vl 0201 ssl nv .35( 6931 51 6531 nl tnl 51 311 -.07( 10161 .6]1 3011 .u( 1167) 61:51) 1113511 .54( s 001 .06( • 001 .061 6 a0) .04( 5 061 .111 3 511 1l 5 531 .al( 11011 .00) pl 0) 001 0l .13 .001 001 .00) .00) .00 00) 01 01 01 01 o) 01 .00 .001 .071 391] ul 11091 .401 6011 .351 au .410 5911 .41( 5911 .351 6041 .40( 601) -.111 1 091 .531 3911 4/4 x x x x I Project Project No. Gnd 3 % L -M Leuej L rain° 7' -6" ft amt k G r.d Al Le,el Z Tnlce< lt - - o " 17L� /ofif Lt= 'tor t ,alY.`l a" U /U er G orrA e 13kib A COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING U Z6' - 9S' y' ZS' Designed By: /3 yt,rt Date: 1 /11/06 Client Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • F. 206/343.0460 • F: 206/343 -5691 4/11/200 ,:29:54 PM P:\Southcenter Design -Buila ,,arages\ENG\Posttens\Building A\Level 2 \Grid 3 & L-M Lew. /Cre ADAPT CVMMIIOM MYYDRAL Cava nil RCM 1733 bN016 toad. Suite ]R. lady! City. California NNi I ]inn' -PT Pa War-t i tNVaS a Venice 1.10 AIMS= (ACI av -R /tIC -sa) N CORPORATION' - eNe@tl Cheat. Software ]f*t I 3.733 Ns1141 Md. Nita Me. 110FN City, Ialllaola NNi I Wee, 0211I200 -1404. dab (4301164-401 I On11..os. tNmNN[t.a M rani. Md/inalaradaptachmin P1104404 22222 . bNMNta Omq. MNIA old 3 a L-a NW lord 2 1 - aR 114•122110 corearl. Ill ®a at II dart for 404•/1410 0 000.00 pot la N.OM 143.00 pi IOafi a 1antciff for 404• /00aaa 4031.4• ksi for 1 lay 4031.00 b/ 340 facts for raflatima fa 401. /non ].N CC401{ NSaf 0.14 t an *Rif ISO... pat 14033 RL0 1YSt. Ooltiplt of If•CILI) At Top *.M At batty 4.000 4•14044 MSC Limits Multiple of 12.11) It all locations .4*0 Tisza Ot Tisza strewth 0.43 col Maly Cover at 144 i.N L Minima Neon at D11i 1.434 Prat- 1m30 ®. 110 O •10 ultimata oRytt of stet' ]A.N b1 Ina 1 (053 * a LM Drool 11 Ataloe affection stress in stab. (final) 113.00 Ml h ind son .3n L Mn as N tsaa ha Ton 1.70 L Me tag Of tadce from SDnna for lingo span 1.71 L MO Oa Of tandem try MarIM for 0i9Ia yes 2.74 iv MO average pntryreasim 175.00 pot S. spacing between armada Rata of e1.5 dgthl •.m nonce profile typo as Murat add* Iy section I) 1C.AL OPTICS OP10t Structural dots 100 syt Of Inertia Over nowt is 1tMw10 myto ItMICID to fO of .mart tR Limited platiliaUa Mipwd(ma NL1iYON) C If lahln flap width aaabaMce Y0 Iffy-tin flap width i plyctatio atlyd AC[ -115 1.1.1 PIDnINL SPAN DAY a 40214 IW0 OM Aro TDB a PIDIAM 100341011, Ap 11. at Tiny DOS OYOURT PIS. and 3 a Lit Yawl ] • TOP IDmawCWIaI O 1aWM I MUM I /14411110.77 •a. 1 Snit MI= DBMS width thick.{ vita t ink. Rot loft visit Y M ft in fa I 10 lc I lO S a l is l 3 _. -. • 4 T a a 1 10 24. 13.00 20.00 10.05 .54 .N - 1 va.m. t - 400. 40tilea 11 1 • actooul r action att 3 • T .. ti 4 hla • l section 4 • Saadod T of 4 Motion 7 • Joist • Waffle M s I L C 1 D C a 0 I.1.] IMMTo,] VIM Wi4 a ®ILS ]]]Y •M 1.7 -413••047 11IDt1 AID COLON* DATA na1CaT IYR Ri aR COMM, a NIX= Imo 11113I0 11113I0 O CF ' UMW UMW Pm25) 0 CC. AO@ in ft 11 in ft is L 1 1 { 0- 7 • • in - 1 24.00 10.00 10.90 43.01 111 17.00 34.00 14.00 Ii) 3 24.43 10.00 34.00 1•.00 Il) 22.00 43.40 14.54 (11 'in COMAE IDmArt m11IIa CODES (MCI rand N ONL ail ...1•G5D11mr 1 Mewl at near d. [Lod at far i0 7 P led at Oar ad. hind at farad 1 PAM W oat end.. tulle with rotational amity N far W .. • 7 -1510t APPL/ID LOADII• o Cy- a 20 • M % WAD C C•�A P OVUM 401.15 L • LiT WAD . OCpn 14• RW10 11010144 1. 110 WC S. adt mir abs a 50 • .150 0la beat r traded a day leading leading 5011 wfwpht • 150.0 pal lmtaatP (Pty ... TO 1 (M Or C ...awl Taal ea WY 002 Min Tin vh ( ft ft 1 n -Rat ...ftl vh -1 a 2 • • 4 1 • I L C 34.00 1 0 C 01.00 WY, •*DORif 1MO0Wa 0a3m 11 - top =stabs to rafatsa iSC. IRCSRI MIDa in 43.00 St., • spaa/Cant1Lar is MootfOrn. a4• block •.] Mid 3 a LM Level ]I AWR -R V- LN ACI -07 10.50 1/2 47.00 10.50 10.00 2.1 - I3700II0 Al 511140 fir 13•0 Ipot p® Mal TO 44440411Oq 0100 4 Mid 3 A LM sal 11 MOPE -R V- 1.10 1a -0 060.43 I 1a(k /O , 1 0. a W. PA 1 1 1 OR 2 11 4 LIW 0lft1 l /Mt or ft-ft 1 1 a-ft • ft 1 • - CALCULATED •SOTIO* PIOPIITIIS 4.1 For OLL m lsl spay a =Milady Sly ••_ Tributary Width Ration width 04• Th n b •ff I It It i 0 30 in in law is id 1 5 4 5 0 7 1 170.00 11.73 53.47 50.00 .13174304 11.73 13.37 5- D]AD LOAD 140314Ir], • 0.1 MI1. 0 NOMalt• {t -RS> •I.I O]4• m1.4] (tl a • U 4•(11• MYNA Mr)* 0(1) =Id SPAN - 1 .210.•1 272.10 .173.22 -43.10 30.01 MN. . captar io sans .701111 • 5.1 QY11(O hl • 1 111.01 41.10 143.34 lye • (Arid a 1.1-0 total 2) Yen -12 V- 7.10 ACLN 4- LIV• LOAD NONMItO. MM.AM• a *MACtIO•• a -_ 0.1 L 2 V • LOAD •IAN 101004 (loft/ tai ®1 fad= Oil th. ------ •_. trap= ___ right• 0402 Paa_. 0i 51 No on min poi min left right both. • • cytaL- yenta a _ 4.3 snena. Oil -. 0.3 Mi MY= CAM ae m ay JOINT Ida a m Ron 1 • • • 1. 11.44 .04 .10 -34.]• - •l.l'. 1 .11.44 a 1014 . .N 21 a 11.44 .0! tote. Hair Al t0ap 02 ally 0 a.da of an .MWS lofty any m ma •IAN ._1 - 10.7* boa. .. face-Of -support le O 0 y 7.1 it /3 0 C aD CO Web 100010-* 7.1 1100C1D LM IoW Ian Ik -fO Ina 4 (Grid 2 • LM Neel 3) amR - V 7.10 • • fy- Of -ypo -54.00 100.77 loan W 1 ]12.15 a - right/ . 102.74 102.70 L I*ACTIO•• eldnp0 apt. am W as W • - MI N m0 tai LOS 104013T0 (R -hl • wi_ •.••••rata••eee00•.0. Oat.. 03 e_••••••••�•_•••••�• wady at bad lad adv a on load MY mN 110332.1 for eenicablllty Cae a I 1.•01. • 1.004E ) • al W Y t• Maps right spy an an 2 • 0 7 l -111.A5 -11.45 10 -411.21 Mn a 4/11/200( .:29:54 PM buy 500734 MY AS wte=len no. For Spa. 2 - siNple parabola vita etnija potties ever e t 3 • tans/ taste to Oatilnn, 1 • •lsla gnat31a 1 • -Ntfal parabola 3 • Lerpd tame 9.3 - NILICTIN3 )Cab -TOW® nOl UD 7110= PAR Tests editing mole selectad. Nan INILIKTION tape 7 IMd a a Lee Leal 3I aOSn -w T 7.10 )Ct -N m ergi7 TYYM -- WL1bsSN TASNe - -- ma <- 0[37x1{ O1 COd t101 - < 5/L dl Neal ens Id-) Lett Cater 3Mc Iwt) 12J-I (031) 1 + 0 a 1 314.400 3 Oe ) -10 a+ -w ),1)1 el AppWat• valve[ Of Strad 114.4 La 2.S 3•00lte0 S®at 000t- TieslOSiee }NC0nips) •- tam N nue 00e017201141 -r $W lam Minn /awn 7 + a 00 04,04 Setei Not- • • <ea-tf -sport Notes 2•1005 atOfiTel Tm nn 21/1 Pit >/L 3 3 a 5 1 .100 N® N DIIDOI 7/A -a Lan Minn nen 144.5$ 144.25 144,2e L$ •e ST ICI •TSSMeS. (pan (tail alwspaalnl 33 TOP arm TN eon'nOl a 5 a 125.13 1 -314,71 31.25 .04 53057• lug Oen=S 9.7 Yal- TMI4142310 DAL AMCSD MCMI12L SW= •UDLTION SPAS 5005521 (h- � ftl- - - -)Paw uS lk1- 5W deft• Midewa rip3• NIL) •lrl - Nlm vain colme 3,53) 75.733 rage A (grid ] S L-II ravel 1) ADAPT-Pr V. 7,10 MS -03 t 1 \ P : \Southcenter Design -Buila .,arages\ENG\Posttens\Building A\Leve12 \Grid 3 & L -M Levi. l Cre Y- PACrOtSO MOMSMT• a I•ACTIO•• Olotlatad Y 1 1.100 • 1 -a0r. • 1.Oe aeNNry 040•O[ enacts) 1) -b laemtm MINA OIr's (e -ftl left• light• NM ova W as sla az W i 1 0 7 1 -114.14 034.37 034.31 -114,1 Note, • - face- of- ea>Omt m5A3 IM-= 11c-ft) sue • -- left- - -- s(wpq 1 1 ) 1 1)1.n 171.33 Sit • • ties- of -awpvt 10.2 !hat swtTleSM 15,4 MMROeom MYM wag (t -RI 00 Jan? < -- 3uR Niue > < ROR ante sn2 esl SO -a m an .1a 3 -4 5 4 1 7.70 - 04.35 - 117 35 - 14.3 - 115.5. 55.10 44.07 71.04 ae.Y YI.4) 45,33 3/-1310 0TeeL 5121I170 osiema for 0115-9T or NM MIRY - elate steel 0.1014 - Nougat 4pN1ty • faetne0 (MISS) Sat amen Cot -off legate for minima Steel 11eegtb /Apia) ,,. • M M$f igtt for anima steel (legs /ewe) ... no/ 0 ]op bar =teens Mrygd when required 3.05 in Roma ear =taaia 03ee ve35 rgas.ed 1.05 in 31271206`M4171L bead an Si Nnf113210220 of fat=ed Manny TOTAL 1337 at Ma* TarAL ANSA MYd • 1]1.33 (Grid 3 • 411 Level 3) lDMT -n V. 7.10 MI -3 375.1 10 ernMl • 1.5 pt 11.2.1 •T55L AT MID -S•AS T 05 MOTION As Dlfn ur Ina Cell'NA 3 DImPwYI' ISM NITRSA MM la•]I <- O.i - S1• -0s.N4r Ia 2) < -tai - -1® 0..aWa 1 3 0 5 7 e f 1 ,5O ( 'w •14 ,NI 2.31 t 5.13 3.3 ,N) 11.3.1 •SIer, AT •ueposTP SOP BOTTOM As Dina= MN3 1131x.4 a nNwaf BMW 4ITYL. Mtn li < -OLS Im-- 134,2e49 (in ) 2 f 7 0 F -- 1 1 .0a ~ eel ( .00 00) 3 3.50 1 ,Oa 3.50 ,50) f .00 .00 .eel u -else. Dation 201 =APO MNS- NTOLNsTw9M 1010 t N¢seA night [fell Nw an r allowed f - value • value Of 0 and is 5 equation Sw • yaaN of no-legged ged 14 •crrnp0. Ifry 00000. pin Sa cl sa m required MA . Tn • factored ants as ne Issnsdai cant effects fac adorn QN ,. ye • 1 ACT seen geffan govern a an pna•ele value Of 3(fc) 1/3 govern 3 man p0eieelble vein of 51[01 /1 governs Av • 1 no niafortenof required 3 3e reinforcement regulred. [a bran 0017 2/2 a w155ip required by Ne12sis Sap 10 Mid a i 414 [Mel ]I l0OPNIT V. 7.10 ACI -w Mts. for lest OeerMY (it eM LA. 0030 it n tip of meflev- Nd v)• 1,50 it at tint euppert Ohl • 3. 1 11 e le,50 ft 11Set wpm from 1.N to 30.114 ft 1 1 e Ye w IMMO Pet e N CAS eery ft in t 1/-ft wYi•N 1s fa TC AT Mena .of l.ae ae,e5 - m.w .0 a.N a.e0 -llf.40 50.73 .111 4.50 30.50 - 114 30 211.31 a -es Se e. -Iss.10 390.37 .as ae2.n 344.511 .l5 9.50 15.55 - 103.13 7211.39 5 15.e0 70.53 35,22 014.13 31,70 30.17 114.14 .45 12.50 32.00 41 07 Or7.N .N Y.OS 3.75 43.35 414.37 ,5e 1,30 32.50 43.45 507,74 N 1.0r ll.le 41.14 407.14 .w 1.0) 3033 49,14 4.75 .15 ] I0.eO 3.14 345.31 .le 3.14 ]0.00 14 33 34.09 .w 1.30 9so 50.43 35,14 .N 35.00 ]e.9e 00. 33 9e Aa 40.30 50 a# t1 said > S l Level 2) MAY' -n 1- 7.10 M1-02 13 -10131011A4 MIA• DtVL*CTIO•e I1 31 M=OM and .e) 24.0 (3 m IMAM MS .ea 24.0 II 2) nra MILT .w 34.0 (3 3) ISM Obi 243 I) 31 NM ONLY .N 24 0 (1 II NUM OILY OI la 1) (2 1) Cl 1) 11 u OO 11 11 O. Y 11 11 11 11 3 1) 00 (> 1) 13 u (2 1) 02 (3 A Ceaste moans of elasticity 5e • 4031.0e t Cray factor I • 5)3. a 05 leffoCtlwleNSe... IOWA to =Okla& I When stress 431.43 LA Ne /2 Cracking of .Ntla a elloed for. values in parentheses as leper /aa def1aia) ratios WIiTTN W ALL re aNN. Np pD PoSISIS 143 DL N.•3 u.•Tdn® LL D4nHY•Ctlan - .O01 Sues 03 (113321 301 39033 x x x P4 ch O O 39 • 33 ?? i ?Y333 T7777TYYTTYTTTTTTTTTT 33 42.2332 Fa'a7 ^'33'^? ag "a ....9397... slay :7777997:9 ? 3331S93Y 331 r;61. G r;eL k l -'- Mk). to' -o IDt= L L "for f F= Zz1.6' a N &r d 3 .Fart Level z 7RIa= za' -o" W.= /o L Lt tits f U 1 ® U 6x' A L' 7.6 3. tiling tocr COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 6 t /h. Ilk Lit 4.3` y c: 6 Project S �j� LAWCLr � tvr A Designed By: f nds, Date:1/t2i/0 Project No. I! Client Checked Br Sheet of 413 PINE STREET • SUITE 300 • SEATTLE. WA 98101 • P. 2061343-0460 • F. 206/343 -5691 p/-1/6" x x x 4/11/2006 .,:30:56 PM P: \Southcenter Design -Buila „arages\ENG\Posttens\Building A\Level 2 \Grid K Level 2.Cre Page 17 24 so 109.20 121.41 (aria t Level 21 WMf -4f v- 1.10 Oft -ex Page 1. (Grid K Iewl 2) 13 - I441I14014 SPAN 22971ec TIoNS modulus of elasticity 0 kit Creep fa modulus ctor teffective /Igor....(due to citing) K u 20 BEANS ONLY u 30 Where etresses exceed 6 01E0'1'1/2 ccackivg of air to allowed for. Values in parentheses are (Peen /max d,fleaino( ratios DEFLECTION APt ALL IN in has MIMAYI ea e AN ▪ In Cann OL.rl.CYNP LL DL.Pf.LL..lmfle 63(2 s1) 2( s 7z) a5(z 76) .05(15476) .54( 1244) v(r 261 1 46621 2(1222.) .16( 4743) 22( 2460) 2(v901 .24( 2620) .07(10165) .20( 36300 .79( 676) 4/4 a N v 8YF 8888 S SSSSS S e a 55 %% t a S Nis a 888 °8 55555 857 aaa^^ 55555 e U 14 i i a i Twat 530F5551 = a 3 � 5 1 . 8 K t >I l p q eq 555 i3 �5s 4 4/11/2006`.,:32 :11 PM 4 - 0•40 LOAD •ONTOT$. 100413 O COACTlO01 . {.1 IPA• 140D00T3 aft) • .0.20$4$®.x3 al 31(12. 14. ps 04.1. Q141 earl a -4 a 4 • - 224.57 343.30 -n {.L -0$.N 07.56 2 - 451.71 434.70 -N4.N -12.00 77.42 Note • - canna at. 30117 . 5.3 ]0]C]lm (43 • r- 5.4 CIoaC C00 (4-h1 - 2 Lea 0eim0- . - -peer oolm 2 2 74E24 3 72.42 0 - LITO LOAD Ong SITE 0 RIACTI01{ •- 5.1 LITI LOAD 004010042/1 aft) W an Pam Th -> left. ----- a - -- maahpa4 - - -a rtat m MN ma m me m a m loft right I 2 3 4 I a 7 a n 1 - 116.10 3 -330.13 yet • • t atnlla ate JOIST ma m at m a m I 4 t 1 -1.42 13.51 12.01 50.04 ] 00.15 27.30 37.36 101.04 -104.2$ 2 32.13 -1.10 20.01 30.01 -10.0 nate 01W 6.1 tape 5.3 alas no aim of all .NppN Ueda cant MOM TO pAa-0r -aaMR} 7.1 REDUCED DOD tea Pa n Ik -ft) 3000 e- latt• -. .. map= -. .- nat. -. 2 -3.1.20 343.33 -731.20 a -700.00 434.47 -310.04 at. • - face-ef -lyptt 7 3 a D0C ID WIZ LOAD INMUS aft) lett. mamma 4 that• O n max en max min ma m .1 2 4 7 1 ]4.00 174.50 -24.74 - 207.11 -42.41 2 -353.71 85.77 101.00 -34.75 -134.15 30.27 Note • . taw- of -repot a - gar a ®D 5213 Lin mama Ik4t) 333.37 12327 P:\Southcenter Design Buila arages\ENG\Posttens\Building A\Level 2 \Grid J Level 2.Cre . .1)n0.05 22.72 11.32 IA.ia of tad Led YO 11•0 ad 1000 ate Cm3W 1 100.70 -317.33 400.17 for Nnic.abillty .ma54 1 1.000. • 1.0044 1 2 570.00 aN.40 254.00 3.72 3.31 (and a Lai 2) Mang w 7.10 PCI -tI 0.3 MOPE I1Ya aft) \ ^ as (grid a el 2) ! V ' lett. NM m 1 -•72.00 - 201.21 lee. • • fiat- a-.ngwt • - 611314TM POSE411116101113110 Pam as T0101 Pineal 0.1 MIIi 1515$ 3i Nan lie la Spas 1- sat aa6214 2 • hawed lt pan00la with NnlsOt portion car np0ert 3 -twee tea roc Satilewa. 1 - male peranl 3 - peed peace 3 - eased rw6a 6701 P337115 an MA n/L Dry UL 1 2 3 • 5 2 a 100 004 3 1 .0 00 ▪ - 400$44 Porfai am 1221 a T ®N vat 1s t editing node N1oRM. Paz S aClla wSIL 122100 -- C3LNYim Veda ��. Pad 0- 023720 a m ILO -a NA al R41 052 (k/-1 aft 2441 Right (Pail (hI -) Oa) Sap 3 Todd d Dal 2) 1 1 • 4 { -- - 7 l 321.600 31.50 2.26 23.30 SN.50 1.0 {0 70 1 231.400 12.31 1.14 17.50 184.44 1.003 4{ appalete elabt of era BN.4 15 0.0 Rag 0(550 Nina 104T- T11320NX11O Pp a( hip.) .- NM a Irma CaoR301N -> - MIND at N ®MI eta 4554 Lea men afar• WIT can Rear -4 a 1 1140 245.20 24107 211.01 3L7.01 232.01 2 372.40 300.01 55.14 213.01 213.01 213.01 4.0 P O R T EC -------- (pal (aaa. p ptitin) 1051 RI•RT• Tor Etta Me lala C ta-e ti -T ngt -C mna -t aa2 -C i • 0 4 l 1 45.61 -11.72 - 120.20 335.4 1342 37 3 480.11 1440.23 35.30 - 203.11 -543.31 a0$. 5104500 right* a an a m • 333.00 101{.00 401.73 .37.62 aerial Toe aa10M tr -T lore C 2 3 a -T • 1 -431.43 323.38 -116.40 f -10.44 001.04 1 • {.10 PO r- TaQala S A L A S C 0 D M O 4 I W T S. Waft • NKTIaa ' • P A 3 0 1 R I T• 'aft) -- •-- Seal i n lt) - ▪ left. • alma right. 72111 Neal 2/3 nee 10 aid 0 Level n note • . that- of euppeet 4-- gpyTl[a 4k 1 -•• -Joist i 1 2452 1 3 2.347 Lower woe upper - 133.063 722.033 NICWOt.d N 1 1.203 • 1.401 • 145 wander ®t effNL) sew. 00.1 Man aLLa I101Y1f aft) Left* al m a0 4 Ti]Ot• Mat at m a an a m ] 3 -4 { 0 7 1 J{l.N 1042.76 133.0$ -454.7 3 - 336.66 -630.31 1331.33 102.40 -103.4 now • - face- of -angptt 1 354.50 337.2a 406.67 2 415.42 220.43 123.42 Mete • • tsO.- of -.•p.t 10.3 1$422$4 knalm 10.• aria ®i Ia10 aft) Ill •- MIST a m a m a m 3 2 4 a 6 1 1 100.11 84.41 -13.33 -001.00 -11.22 -212 4 Page 11 NTld a Level 2) 2 200.57 200.0 •174 -3.3.72 135.50 -100.55 3 121.23 54.01 326.33 140.20 304.33 140.00 71 •MILD •TOOL •PM1at CAlimA for PY -IYT or laic •Tf( i - lawn *tat {eta - avant capacity • factored (4.1 ) sank apart ce-off taiga tar Bala 1bel(1eNt /NU) ... .17 an let -oft length fat Baia ettl(legt13/0$a) .. .33 Top bar atdlw Oe7ad rare nand 11.00 in Rota bar metal= glad rya rao1M 11.00 a naponnM4i need at a 42DronlMn• Ol f*aal ate TOnI lea a 02182 . 531.1 le TOTAL am 254® . 3400.00 tt 4 eitag .4 pr 11.7.1 41451 AT 0(3 -5•45 TOP 40TIOM N orr air Rana CPSTMil1 as DIfUPIR Un CAPSlDe 3W (in l) •- 10-- 04.200 -2 1 .00 4 1.37 1 .14 1.00 .00) i .00 ( .DO 1.41 1 .54 1.51 .00) En i7 •7. :F ca 151 is sssssss cn cn a i I t - aaaana MOM Ia 1111111 31111111 �7 7 8 = - aaaaaaaa .: ..... :aa... fit- 52 u' II 6 )° 7 k I ot.s �6WL W ay J 1 i' Y' fl2t6i s A f Project Project No. fZ vrn Slut; TL". /O f 1.1-t ko 7niti° I'-O" P=10 k1O F Gina a 6e„ct z tX.111 IJ —J" IJL= /0 LI,' 1 4 0 , 16 n l. • %Mal s r r U t o' A ' co A ' nit A la V COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING - Cb' to' ZQ' su' 0 6 t' i 6 L' 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343 -0460 • R. 206/343 -5691 A Designed Br 13r ivt Date: V t4/t34 Client Checked Br Sheet of cT- 53 | • • I • • | �. AMO Man Ana I 5 • | ! :1 at at it }1 I • • p al , p p • • | : l ; ;; aniOa ; ! Fƒ- §q 3 8 :: : :3 : a 0 t i I' ae. a . : : : :: 4.:11=1 ii a Flaaaaa • S .4 : al ' R o Y eq:e . ii 11° i a a . F I 3 s FT —55 4/11/200 33:44 PM JOINT v -SO'SS 00•Ia• RSal all- wr sti0MTV* M} 22 As 011101 SOY m2Yxl 15 13117111MOT — a1TYL (li'f) . OLS 10-- 1/4.25L - a 1131'•! . - ear - - -10 O..i SL f -0 • 7 • .11 1 . 5. 1l .li .00) .50 ( .00 .001 001 ( On en ( 04) .1a ( .10 .v .001 as ( .00) .. ( .0 .12 ( .00 .v w 4) .0.) .00 1 .00) do sear r.infovaaot remand (.we 51.4) p0. 1) (nap • Aver-of v- /AO x1-92 0mcr.t:.modulus of .L.ticity Sc • 40)1.00 all Coma factor a • 2.00 z.ft.ctiv. /xgraw... (au to crocking) s • ..i ivva straw. amend 4.0 (fc /2 rntldng of ..ctio Is SLIMS! far. valun in p rmtWr .t. (Spa /aaz !.[1.010) nely vnrrw Mr ALL n NOn. MIWD lORfalS ta. m•rt w,•m•vm rm DL.yrwc.mp m 6291 -.0a 0704) .151 12.31 161 11 .761 3211 0•( 40 2073) (6 1 .04( )7701 .02 (113201 .16( 10111 .46( Ida) .0( ) A5( 507) -.12( 2007) .n( 1011 P: \Southcenter Design -Build ..arages\ENG\Posuens\Building A\Level 2\Ramp Slab.Cre -) 3/3 NNE:. ENE "ad. "• V fi Sa is 1.1 I t SS N SSES E 8 SS::: :NS SSS :SS SSS 1 • daidd dad did did aa: S E •SSS ^d: S SC, S S 3: a; a: 43 A ...S.... eve vev vev vvv C9 ...Alit v•t °.t ant ant E EN SSS: a i 1 1. y .1 N S •. ;' lI 83 ff Iaa v v• SS di I• S SSS • • SS •• 3 .. a ". . i 4 1 i •I c E I I a • 1 1• LE a s A l 7 afi SS iii � ` i oe 0 ISS 11 1191 E9 a a t p 14 E k " t N" OOOOOOOOOO t laaaafl 9 S :SFFS SE asap I a e .i :1 i °a'iiiiii �E ^ddaaaa E9 a ' pp 1,29 :a:a ° aaaa 1 !, • I le 8:888 Mal 88::5 1 ! A - 9 !F 44444 8 t I E pa^aa ^3 :sins !� 11 F a 0 a It 1 21...." ea i • 8:..2 p.: Pr-58 Min 33333 ° I' 2 a 3!a O ... . y .: N :.. C a s pd M "(t anaaaaa "a 'p aiya. ".: N s "a:^ 2aS0G V aS i aaaa x aFS'aaa ti 11 7 1 a .0 $ x i S ai.SSa 3Zx9SS SZSS" ? ? ?a S aaaaaaxa:la da°axni F gal nn xa :aaaa iF NC 4 il 333 333 = 1 3333333 33 i !a ........ 22224242214 g 11° ........ .? ..... 2222222222 ........ ,C "aaaa ...... :2242 ; 223222 SQS ^j' °'i°S2a1 :Sa°2SF Y n:.aaaaa 3.:4444..,:.:.4 ?.........x:x a $ aaaa... ......... aaaaaa Prai a x a S 44 as 1 t e.n. .... .�...... .. t 333 0 4/11/200b' :33:58 PM P: \Southcenter Design -Buila .arages\ENG\Posttens\Building A\Leve12 \Grid B Level 2.Cre - PM 17 (arid • rat 0) O31.4) 272.25 w en is Orris • Level 21 Cm¢Ot0'• s01l10 Of U 1911497 Se . 4031.50 4l i. GR w%I9ran...(are to enetiv• l 0 • 1.00 Ilene 0ttsee mead O.OIfc)'1/0 mWq of flatlet Is 0110+0 for. velum la parentheses 0n lope /ea tifleatietl retire • I ilceTIOe • r III& A Samba. MOM= 1OCT0• • v DL 50.239 rt..fS.uve u m..vl.u.O• .241 1095) .04123104) 50133407) .01( 5403) vl 5100) .1 7100) - .01124)43) (1 21 WM ltz 12 11 It 21 Item al= 13 i) Dana ma .LI 11441 .141 4711) .4211133.) .141 4234) .UI trip 4/4 1p rne✓• 13€µn•• L (l+iild freer? ) Gr.J 6 ! 5-4 L a 6i'1l rem) hi- a 60ps 0 r oY t Project Sow es4C- 0o �at 13101 A Project No. Client �t is 6 I6" yealn3' !MI CD CO A! = l•7 61, 1 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING O 71. -C•kq 7.77 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343.0460 • F. 206/343 -5691 Designed By j3Yt, Date: 3/Z9/ OK Checked By. Sheet of C -t-6! 4/11/200r-32:28 PM MATT CVq{nq STEUCTIAIAL Coc.m SO•••••• 111 01101 1733 an lde tad. Nate 330. a.OFVO City. alOad& 04061 11GPht /Oa RELEPORCED MARTI •11 /aAa nsza PITH= 0.30 4•1©41 lt1- nYn /IC -031 ADAPT CYManv - ar0Ctoeal Cossets wt twat aysta 1733 12oa0aide Pad. Mite 330. My0e0 City. Califasia 04.1 'Waal 1304103 -0403. Pal 10001344-4676 Ewalt •utptWart•Mt.O. ••• alas 044. / /aw.aaaptbh.a DM 3t TM OP Pt9Y •73957•. Ma 04.3103 at ?bias eat n0167 PT•• Omar Sea tats! 2 • sottamotar ears. •109 A Omar Ream anal 3 1- •90SAAL D1•IO• PARLUITIA• =tart, amm• at 25 days. fa a•ls/na• •040.011 psi foe SOLOS 3000.00 Dal lumtM oP WsnaTr fat zuswIa 10 4031.00 kid at COWS 4031.0• kai Cis factor !Or .3!1..3133 fte mllU /naaa COMM aaaT 73373044 nay 07300 to.... pcf Mlapa®OT. 7300 Grown dd •D.M m Minis Coves et Toe 1.Se n Kalaa Nor a CRCI 1.00 73 Ian= OWIMMI TED, an*ctra myna 7305. lest Of Mara O.0 aapoit a IIICUP•M 046.3 •011® to taa 01 •••oet m If Iselin flange ninth aaalarataa TM alfectln flange width lwlsaatia 1St ACI -30 woe a 2 -I111PUT AAAAAAat LOOEw. 1 -aPM C • teatu•.a (Cab sea lad al ADAPT-IC T- 4.20 MT -02 2.1.1 P•QPAL MOM 9511 Cl DlIal •0495 • • PI I Toe IsCna(CIQ®a P • • 5I Limn' .1015 TEMI width Vila.' ti lh t ick. 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To 1 1 s Sr C ...al Taal co Stab CM Can TITS k/ft'a 1 et h 1 Ik -h a ! ...hl k/ft Vele • (Carter lea Laval. 11 13.05 24.00 1.00 12.00 1.00 18.00 34.00 1.00 13.00 13.32 •71. LAS m•LE n 5I•Ps with • skip factor of 1.00 0.1 - 095739E M AR0 15 0 1739575 INPUT Sow• MOM TO !009502110 ORP0• Ik/OC8). (Ca. Ot PART.) INOMUwTI nth CLASS Tat LIM 13/03! 1 Mat or ft-ft 1 ( k -ft • 03 ) 1/2 .0000 .000 1.043 1.063 1 0 D .010 1 0 0 .•000 • 011. apd1160117 1!!0!04 330730a 1395 1/111113111 in RIPPED Oath • skip hRROt Of 1.00 • - CALCULATED a•CTION Pa0••••1•• •.3 - c ta0 notice hop.rtl• for •spats of a0¢La •tic fps= notice pxo srtie are 113095 1:00 all .. t. of Oak Sipe - s.oltal gaawrT n. 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O 400 • Saar w La•.1 a 2 2.73 Sots, aloe! •.3 .a s.a 0413. as .tan of all eklaw lad ass 3- 5500000 1.3 Caen IM•UT Ibal 7.1 3 a 0 0 C a 0 MALI IGoD WOW 117-fl) S PAN 4- loin -a •- nidaa -a •- tight• o 1 2 3 N 1 10.02 00.23 0.00 4/11/2006 :32:28 PM Pate. • fa Of nap 7.2 a 0 O C e i i Lila LOW Man It - It) loft• a14s - Vial• m m M a 3 t L I M'• • face Of mane le- PACTOIOO POMINT• • ttlee/On• c.ltul.t.l as 1 1.200. 1.1014 left' .Wyi tight' afm ins m ma rt was m f -t a 1 20.30 28.74 SN.7$ 112.00 11.14 20.00 Not., • . face Of Mast loge 7 10.2 Pan= tiCn 10.) flaa =ea Ran 1t -ft) (p aeon as m m m 3 4 1 0 7 1 27.40 21.31 a 23.20 17.70 11 -NILO •TilL Top bar notion bead an tgoirn 12,00 1O Notts Not atalam brad atae agu*M 13.00 20 11.1 -SILO VTiit • TOTAL •Tti 11.1.1 TOP am. 0QXi1a M 117D-110M 'Once ea, AT MORM IL 2) IL`21 Ra 1 MT a') No eta to ( WT 10') • VO Fin Ian 2 3 4 - - -e • T 0 • - -10 11 - -- 1 ( .00 .00) 1 1.03 1.30) 2 0 a a 24• -0• 11.1.3 TOP MEL Mann AT Man SOTIal fl . 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IsitOTECT Ru, and ad-la r: r L•ml O.OJICT TITLE manta O.raOO Ida A n r sae 0 • J -M Level 1 sr ii STUMM at 20 that for w.MhGl• 1244..0 p1 for COLUMN 5000.00 p1 010031173 Ot R anti T for gthal/staaa 441.04 M for Can 4021.00 k[ CI.M theta for deflations for 122424 /coat 2.04 Mann .coat OOPS Oct may 150.40 pat t ®Wt t YIm Strength 2.00 tai anima RMr at Tat 1.00 a anima Char at nhq 1.00 L an* Min that hncval synth Pa not ef amcit mm most IS lea•® Mann te face of .part Tat Afhcaw fin width tmaibnam Tat fffamlw [lap width inleentatlm an act -215 Mat 2 2 -bNOOT 010M1TAT • A A e 24.00 20.00 24.00 M®, C AN • P.tsseaat SPAN 23.00 32.00 23.00 amts Sal -i IC than La con-ac T- •.•0 atYn ran TOP Mtl2 T la Math Math Walt Mat t width tOak.I ado tide!. 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Cp10gp POC151i 61.V 04 oat R.n•anl ti Rwr,Wwam .341 33061 6M /1 .101 3061 - .07110000) .114 44001 .301 12471 .141 13361 - .021167741 .16 47111 .241 34411 n.4 11 1) pM -N 34 • (1 a) 54)24 a= 12 11 34 0 13 31 Ma mS 31 14241 .9111x68) .061 44901 .06 4504) .145 0002) 4/4 4/12/2006"L2:55:06 PM ADAPT mgAilw Rd1.1WL ct CTIOtH nn 11)) aOm16 .m0. mate 220. bOW• City. CAlta nia N551 AOLR -n .m .04T-1 2® aaWo• OM= Mice 7.10 ADaTaill (act 316- 02/3C -03) AOLR CORPORATION - RanRmnl COOCr.m Saran sable 1731 atet.ida bar. Nlte 230, YyppC City. Callawata NOp Phan I1501302.2000. Pair IaN)364-417a a•Il� NWmtebiptaett.a. Se site. 3t41/ 1•••a04<C2t.r• aH Pa Tat at OYYN101111m• Pa •.NN N Tam. 10.10 noaalr Otto Orla 1 • La Una1 I x''00101 TITLE/ mots mite. alie acid 1 • La Mao YNl t 1 - Nn .00011017 CaCRiw mom at a. mm. for leallatal RN.N pal for m•• 11100.00 pa ROMAN Or RWTICLTT for 41144 /•Ia• 401.00 121 for [Rare 4031.00 mot a.R factor fm aloes lm Sall/Rae 2.00 COOS= wasp 017 .W anal a.... pet TwIm mass noes. poltlpla of ([•011/3) At Tap At bottom Canna as- Latta (multiple of (fa)) At all lmatime nmacesr. tam mi•mte ...co iN M.in Maims to at TN N a Plain Cower at BOTTOM 1.60 a nor -Tor. and 41000.4 WUona R)Fgth Of armed 210.00 a! P age 2 Imlo • a La a.al 1) AaPFR T- 7.1e CT -C2 Araga .ftaotin etAg in atf•od (final) I76.00 hat S trut axes .104 1.'3 an me of tea fro lO 1.11 in Ira me a tad- lees 31200 for 04411203 spas l. a Na fa of man trim Sera for [data ovum 3.21 in Mn hatwa p•aaren.lm 10 psi 1 ma g I.ilg maw m fs0 etr.o Iter a slab depth) 4.00 Plata proflit type mad =I at vial. as a.mice 0 OIAITOa a Ow. e st a lwto one support is o wls REDO= to loos a support L1atta p1Y0limtim allowed Wants rW.almtal 17 RNaiw [lope. width tmadvatlm YR na tio. flaape width iglsgOtation method Act -310 3 -SNPDT 010505257 • P al final .ruts • p ft in 4 1 2 30.00 14.00 =era - IPSO C . Cantilever •.000 SEAN aaT•1.17 TEA TOP aaTWnmu fava I nag aR arm width this I loth thick. RRoT in in a in in in / l 25.00 10.00 1.40 23.40 rLg left R [aft Olga 1 • lataap1.r nation T Invested I am i > m M • I Maim 4 - aa.ua T or • Section 7 mot - wattle P:\Southcenter Design -Build :,arages\ENG\Posttens\Building A\Level 3 \Grid 3 & L -M Levt: -i1Cre am Pap 4 sayPOET norm 2.1.1 O.CT.Ca YID[• DIM OP ®0111 aria Ant Pte. I 100101 • L.II level 11 .40112-12 1- 1.10 1C1 -02 3.3-WPM 141••• AID CCLfI• DATA rho a @PR COLONS 4RRY 80111 D tt• Cam RDw D PC• ft a in ft Si a 24.00 11.00 24.00 NM (1) 24.01 11.00 34.00 24.00 all RR - a00 n COICarcel cane (Cal Binged at Oar ad. filed at far ad Rad at near m0. hivg.d C far m0 Flood at ear ad. roller vita rotational Unity N tar and 3-II00T APPLIED LOADING) •0041) LOAD 0 . 1TR • Rau LAM mPi . P PAan 0 = 0a t • . Lela aMD • . LIS WAD • . /an= 1 t 4. Lin 1000 N. a mar laputed as 0 pot iga W tasted Na deed Macau alt mlfwlaa Y . 30.0 pal Dtmalty ( ram ... To ) (II or C ...a) Total m Tab aR taam an 1/ ( ft it 1 (t -et or R ...a) Rat e D C 1 m 0 .N .J perive wort 1.1 - Loalne M ARnP• n OAR'a @VT •O0 MDR TO PCCWM and mtt'0. ( 0. a PART. ) (kON0Nt) WAN CLASS - fen W IRtt) 1 met Ot ft-ft 1 (R -ft • ft ) 4 1 L c 44.00 14.se 1 D 31.00 10.00 Olt, •Rana[ Llpala =WOW 4.1 Pm altar- mw ad Catll.r..a only Tributary width OR a Otis H ec. h at s. - 2 in in In - -1 2 1 4 s 1 1210.00 21.73 11.11 mote. - -• - .pan /aall•w So Namifm. •N haft 4.2 ss - Top surface to nbtmm lino 1/2 .00 AO .0 111 .50 .00 .00 (L DAN 47..0 10.10 1 Effective 1/14a 2 TL a'. in 1.212 (ma 2 • La Lyra 3) ADAPT-PT l- 7.111101-02 a .1117•06 31.73 11.21 DEAD LOAD •oa.pTa. .aasti • l[AOTION• s. 6.1 SPAN NODt.T• (k -fl). • •.3 WY •CYO 00 • an. pal)• COIpO .It)• sal) Sari l f - 321.44 -144.44 -44.00 30.41 at., • • Cmtnlina atm 2011? • 1.2 Bran= 00 • a. 6.4 COLON Nana Ik -C) 1 2 LNC mLSa- . - -pipg m1® 3 44.44 s. 3 15.0 124.12 .0o mph a •- stop LOAL No watT 2. am - -1 a an. Alta Nt., torso) a 1.-a Loves 31 wan -Pr a 1.10 AR -02 •- 4.1 L 2 l a LOAD RR awn (k-ft) and 33121 • late KK • - .40p•n -. MPS mat W as W 2 2 4 1 1.14.•• 104.46 bon. • • CmarlS.. at. N or • 0.13 loofa s•. • . t•oa- a -sgma • • f.•- a- rapport • eft• ▪ s. a .N 2 3 00 3)1.43 a. 40.24 aaroa 10 100-a -nOot 7.1 2. 13 0 0 1 0 Dan WAD mein a -ft) 7.3 SEDUCED LIVE WAD Naas Ik -a) lett• a •ldgg s W s W •6650 105.50 • CtACTlDIS rlga• Rbl aorR.. W alt Olga[ • l 0 0- 03 - 4.2 a Men Ma) Oda an Ni. s .a .• mote. Ilan 0.1 omen S.) nuns on mantas a all a00md losing oar 0•a. • .ages . right non as oss 0 410.53 4a. N - 3.3 0`SP W W (Grid ) a 4. Level 3) 10212 -R T- 7.s. AC1-02 M Cr au NO Lis. au Oa. Mat) r e� aWm of deed load and am lead span momenta rrnt•1Nd for serviceability chocks 1 1.0442 • 2.0041 4112/2006" L2:55:06 PM sew a - R6TW POP\- iiYIOtYi I®a an 711004 11101•40 0.1 WPM' flNO IS 5PAAMT' LWOW For span. 1 • reversed Manta 2 • angle parabola la HN swine poetics Over Pgpnt 3 • hasped tendon Par Nhil.w. 1 • WIN Pwh•N 2 • partial parabola 3 • Non tendcs 4.3 - PRSRO WIT -TOtfN ION NO Tian l4R Tended editing iY selected( POtO SYJLTiM Peg. 7 Writ 3 L 45 Mwn 3) AOae -W 7- 7.10 lQ -R 31m0 1NS1 -- pumuTY tNm - '- Pw2 a- 01WSI{ at N (41 -a a RL ml tat Ins (4 -1 Left Cates light (pal) (V -1 13134) 1 355.004 23.00 2.25 23.50 225.54 5.521 114 Appmetbasta nigh. of Waaed 141.7 Y 5.5 0290I•la 1®A POST- SSSSSS5tl0 NCe1 (151) M® M SOW R7p4Tp0 -a - Ni Y IEIpRI P/A SW COR 51511 a Ian N10 lain 4 a I 7 - - -- > .55 115.10 .R 140.25 144.30 41.25 57181 • . f n -.spPIt (pLLI (Canoe oken P11n) LI P ?• II15T• RY IN MTb IN BOTTOM 205 Bona 2 4 5 f 1 -484.03 104.04 - 201.44 - 3N. ♦'. NON • I wen- Of -4aPR 5.7 WR- 7NIMIY . WAIN 1500CTi1 IPaS 1OMSIT• Colt) -- • - - -IN Bolan fk) SPAN � left. .idepa right• tan) M(r) 1 12.04 -310.21 113.00 1014. Fags I 715005 •50P21$ SYw u/L 25/f. 52/4 N4 0 .we Low Pins woe taws 115.533 (arid 1 4 L -I 4.81 3) ADAPT-n V. 7.10 KT -0 P: \Southcenter Design -Buila arages\ENG\Posttens\Building A\Level 3 \Grid 3 & L-M Levt.5 -J.Cre 10- PtCTOISO 505(1574 a !INACTIONS hleelit.d 0 1 1.300 • 1.004 • 1.00 OIOOUy at effects) 15.1 1041440 R n 10330 Ik -hl eft• IPM a 3 1 -15.48 win .Otian in-TS (k-hl RN a -• 4h• a a- ead -1 3 3 1 111.03 115.02 Mt1. . face- of -IyPat 11-11x40 STIlL -a- edt 753.13 152.13 15.2 POCNY INACTION 15.4 INTONED COWS INYN IL -ft) m a -- In wtm • - a a -- v3m m1m -- 00 1 set W eat Lis um W ] 4 4 1 40.20 - 71.45 120.44 2 12.07 R@SC 011011 16 an-104 a 5011 NNW - WW1. seal 0.0044 - !bent capacity > 4ttotd 0331114n) at went Wt -Off SOMtt fee O41a Ltr1 U1up M;*a8 ... Op.. et -Off length for .41m SUNIlega aspen) ... w p 5 (O11O 3 4 L-5 Urn 3) 104P3 -44 5- 7.10 MI -03 no tor .Rwia bond One repaint 4.50 In w tton bet waning toned .4.71 [quirt 12.00 in IPW0C4Cliala toad b W NnelltildrION of !wend wean 20Th. 0101 R ROM • 351.1 lb TOOL All Canna • 230.58 ft-2 11.3.1 STISL A •IO -IPAF TO SOTTON Y =MOT SOIL OIinn& Al 152525215 OW/ C1T021 1 3 4 4 • 0 1 .00 I .00 .00 .001 3.05 1 1A0 3.01 .081 11.3.1 114114 AT SOPPOST• TOP M 152114 !flan OIRw* 1 2.55 1 .05 3.50 .501 ri ght. lin W /WAN • 1.0 Pt COTTON M 02P4541114 NWl RSTOIA Iwo cancan • 504.41 weight (toll war allowed t:) d [4871 ot 4 and a Ikaat NNW* 0 sees. • WPe4P Of tw -155.74 w hirrup.. (ty 40500. pi) 00 utSt Si. . o wain a . w .. • fanned manta an (bars aecodary at of WW1 included) Ow .. 5C . 1 ACI shear equating won 3 win poalasible .73371 of 21f11 gonna 2 w pt.inible value of 51421 warn Av . 1 nc raannwt Widen 2 Bolo aviANCOleat WNW. Sp ban only 2/2 1 Rihep wain by wely04 PON 10 nit 3 • 411 Lawn 31 wGR -R V. 7.15 3CI -03 bt.1 for LlR cMRYIn (if my) I/4 0.50 fa at t4 Of cantilever, led 3/4 1.00 is at tint WOW Rag . 1 lSN • 38.00 ft (Mt em fapa 1.80 to 21.54 ft I d Po Nan M I w C01.545 01.545 in ft la C h -ft Na Yu/NSW 4 in to M SAM .05 LOS 24J0 - 137.51 -12.15 00.1 (3 21 WM=LT .10 3.00 35.00 -134.01 174.45 00.0 (3 2) MAN ORS .15 •.00 10.04 -13].0 302.24 4.5 (2 al DPW YLT 144.12 24.1 0 21 WM Oda .35 7.00 24.04 -110.4 723.52 34.5 (1 21 Mpg WV .30 0.00 24.44 -114.54 555.22 34.0 11 3) WAS OW .35 10.00 10.55 00.4 553.03 24.11 (2 2) WOWS .40 32.00 21.74 45.50 534.34 42 2) 5 mS 2 13.00 52.40 1.4 054.34 3 (1 4 Inn OT .w 4.00 44.00 4.13 24.0 (1 2) Mi Mt.T . II 14.00 32.35 53.11 704.47 (1 1) 13.84 21.74 4.52 834.73 11 1) 4.00 4.21 00.00 142.4 A 1) .n ]1.00 20.44 4.71 457.17 11 1) 4.00 40.51 07.41 (1 1) .w 34.00 Ln 63.10 374.45 4 1) .55 25.50 25.00 65.25 174.4 If 1) nee 25.00 07.• 75.57 12 a 1.00 24.55 4.84 .n U 1) 30.40 35.04 1287 - 133.31 Nage 11 (arta 2 4 1.41. awl a) AOAST -R 5- 7.10 X2-02 11 -12011 SP AX OIPLSCTIOIS Cpa.ti a enaln R 11Y1eaty SC • 4031.00 tot Neap fine 5 . 2.05 Ittettin/xwtw... Im to WNW) l • .44 W oe straw exceed 5.54ft1 Noma, of Win 4 43.7004 for. Calm In peeenM65n are (span /ax deflattlon) ratios Omen= AR ALL Y IOCW. 00451350 town, IPM e a moor e.PO® u a•R•I0e0w a 3 ✓ .0400448 .054 74551 .04 4204) 6r,t s Disk. Le-el 3 AL ; / 0,3 LL = sort f =li /a to' Li COUGHLINPORTERLUNDEEN STRUCTURAL • -CIVIL • SEISMIC ENGINEERING t o l+ 20 Zy D ( 0 Lo P' /7 k Asi Project 1 "Pm j Ga c , Rid c. At Designed By ,h,'4 Date: // /D /0‘ Project No. Client Checked By Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P: 206/343-0460 • E. 2061343 -5691 54:4:41 a °0000° +°u °" t issses 144 11 ° � aaa ^a :a°°° S ... o t MMMMMMMM 8f. 88 a' 8aaaaa:n5 000CS°• 000Y0Cns• 000000 °nn nail aaannalt1 aaaalmoltE 4112/2006 12:55:16 PM P: \Southcenter Design -Buila .J arages\ENG\Posttens\Building A\Level 3 \Grid 5.9 Distr Level 3.Cre a- LIT• LOSS 001(.•1). a )..CTIO.) 1.a.vermip dell 2 . abode 14244.E alto 00ralad portico war omen 1 . dried - wr Setiltrr: 1 . *3001. W414 2 . podia) wre2010 3 . harped tend 0.- 0.1 LI • L O A O area lOfri. It-it) W SS 2200 (10 .• left. ------ .._. dbput - -a AVM OM at tl0 a Nn at YO loft Mkt • 0 • 1 a 1 .00 2 )0 ) - ).1• 1.0) bn• • . idaterllas aNt• . - Oa PAct1 (tl 0.2 COMO an R-h) _ i 00 5050 • a - - Ca.OM .AIR W 2 sht 1 a a .10 a 1.10 • .31 at.: 21.5 0.1 WuM 0.) Man Mann Of all OtlgN 105d1y ears 7- K 0 SIP 1 T • MUM TO !SCR- M -aanOM pow 7 550. 1 ) Md. • . fa-ef -.wort i ] oar: • . f00 -r -)wort Ina 1 7.1 RP50c PD DOD102510 111 It -n) 1st. set at., • • fa -r -Support m (@102 P.0 Watt LOtd Olad M .- l.n P6 -S2 1.)4 -4 7.2 0050C15 L1fl10a 100050 add) • 1st• . rind 2001 W W an n 2 2 • 5 4 7 .40 • - M M DY0 1114 LUR 1O5OT* (t -h) Re mo 0f dad load a. 1150 1000 m aNt9 mined fat •rvicanlity ch ( 1.0000 • 1.0011, 1 9.1 71505 W PAMI.RPa W not• era "Pi 1 41 page • (Odd 5.9 lists Level) AOSf -rt T- 7.10 MZ12 W Per spa: PROTIL, MR il/L 22/0 12/1 5/1 f 4 a 1 1 .w• 2 .100 1 .100 9.1 - RSIa POST-ERIC MOM WOO al DRAM Tanta )dins ey MORN, 0062 •000.1241 115114LR nuns _*0020240 T/JA• MCI .- Osten of N• dal -* PA (b1 sal SOS Id -) Left Cater ngat lost) l4 -I (LL.) -t 2 .. 2 17.000 2.05 1.25 2.75 252.23 ON w 2 17.000 2.75 2.35 2.25 252.53 .OU 23 2 17.000 3.34 2.50 2J0 252.02 .022 20 }pO1•ats maids of Oar *.0 £5001050 MOM Po5T- yam (MP .- 2220 a 115022 00)1412)0 -. 2)005 O Imma PA - Sim JAM Mina RIM Lan' COMA Pt0Y7 1 .44 5.1e 7.ae 7.50 7.04 2 155 7.00 7.50 7.50 a s5 . 1 0 2400 7.00 Lee •'• fa -r -!.14002 wO 0 10244 0.0 Mod Lad) L•PT• 01(101• Tr - TOP rITM a -T a-C era -i -C a -T 40a -C a -T i i • • • l • f - 1 .150.0* 157.42 -250.12 -700.04 2 172.51 -200.00 150.70 .410.2) -110.30 2 1)0.51 409.40 111.17 - 210.20 ate, m -TWIG . ®Ja 5 Sad' . -50A1 M OP•.TS OPft)- .-- •M.PWR•Itl sad l5R• •5sa tided Olt) Mlt) 1 i 0 1 2.21 .02 2 Ol .1) I Soto, • . fa- of-•dpst -)oict 1 4 T0* Pr}r as-T a-C Ma -} 5- -529.41 171.05 005.30 -254.04 -•17.2 155.07 131.51 -140.24 0) 2/3 .000 23.S w (141) itaSc *era ait1M le.r ..las Upper cola s 000 .000 .000 P 00. 20 (Or1C 5.1 01•ts Mal) 5o0R -T' T- 7.10 2021 -02 30- t &CTOJSD 110.•.}5 a s.00T20•• Calalated as 1 1.255 • 2.00E • 1.00 miry mi t .ttsts) dad= gam nea (k.-ft) lah• e - dada nfl. Ma ea W az W Not da .4 a 7 1 .w 1.00 2.00 2 -2.21 -.w 4.)• ] 2.20 3.01 .TI also • • fa- OT -PNSt 40.2 Mlmn 1O4101I11 (It-itl O M 2 .01 -1.17 Mu. • fa- r -wmport 10.) IMMO Madan .• Prl® 1422 MONTS (PR) Itl o-. IiY mlm -a . OPIO Cn .30141 a W Ma W a W 1 1.05 1.41 .0• .N 1 3.51 .a• .N • 3.05 1.50 .N .N . 4 145 .72 .w 11 -14 I00 •1114 Melne amen fr an-ax or ROM as_s - 11{54) steal 0.0440 - Meat rpN1M • hats. (dam ) at 00}0 11 4r1.0 5.) tlatr LMl) MSPI -M T- 7.1) 2021 -12 84 Prest en-oaf last0 for load) 5.41 (l tb /0po5) ... d O at -oaf lafft far WUr steads:( t0/•p0) .. TOP bat Olalr 4ir0 shad neared w ta Or oabr b. sb60 tpo4r _(000/420_' bud r a oazsnTOItn of f4Rma• at. Tens Man 00 Sass . TAM AM COMM • 00.0 ab 00.22 1t 13.00 la 12.00 In LTOaR . 1.• pof • TIRL At MI0 -1011 TOP ROTTOM As mmMve MAR CMTUa Am =MOM ROM allan Pa (I it s- -O T 1521-- 0•.iah> {ip 2) e_. -q0 I®-- 14.200 -. i 1 1 a 4 T 1 NI ( .00) 2 .00) .00) I { .001 ( .001 • ti•4 AT SUPPORTS T If seTTOK M 13IY MW MAR CPUnXA M =ROM OM 0UWA Onn1} (lea) • Oa IOF- b.2•h. (10')1. m¢ 10-- 00.200 -a 1 .13 ( .00) ( .501 0e) 00) .1 ] I Ow I 001 4 .12 1 1 .On \J 03 4/12/2006 12:55:16 PM P: \Southcenter Design -Build .larages\ENG\Posttens\Building A\Level 3 \Grid 5.9 Distr Level _,. 12 -SHEAR DESIGN PCR6EYaaw cm-why SIAMsYetee 6 .hear reinforcement repaired Pape 12 (Grid 5.9 Dlatr Level) ADAPT-PT V- f.10 #Z-ED Ccacrste's modulus of elasticity Creep factor E • Ieffeotive /Lgrooee... (d¢ to Cracking) E • Where stresses exceed 6 S lfc 1'1/2 cracking of .Stove is allowed for. Values inperentheeea are (apex /Rae &Rues(®) ratice RpLccfiON SOS ALL IP inches, IXE9oRD POSITIVE sPAW DL WnFf Rnf+CEECP LL DL*PhLL.cSRP 04 sal 6]0) 6(0 051 13( 12751 12051 w(207) .061 2002) 230.50 ksi .561 626) 3/3 s ksaksskas ks3ks wn 2S MR 4.1;;; 23 f Fl eesssssss @ ;;;x;813 t 11 1 3 8 31 8 H • :SIS esssss::: =sssss;ss 832:23 8gE8 k88k88k88 C88kagkn8 k88k88k88 ' n a s »n wn »n waa3ae » » »' d : :, k:E aa ; R;;; . a a . 8383:: Sssa3: 838 :S Css. eeeeev... DaPDDe... bDPPDP... V•Veoo... 3 III a R11 III 111 aaananlll a B�1 • 1 . p a • 4 L Ic Y 8 GG 188813//8 0 IHI 885888°88 OS" 88 Ion ELI]] 8 888888 °8 111 11a Ess � s 8g t I I a t aa w 3 gSS :3: E A sssssssg: 3 II 1 F 6 s E 3E B X99 11111! �3. ;ma OM eu5 1 i • t I t tins P SO SC" 138 w » nnnnnn... DODD aaa•nnlll aaan x Pt a a CCCCMCC a18 I 1 n8F.8F8: a8::8::: ap a Y I 8 . i IN I I ti :4 0 4 a I 0 s I VII CAI 4/12/2006 .2:55:26 PM page 17 (Gold 1.2 Dintr Level/ ADM! -PI V- 7.15 Act -03 -luv)413w .9455 DEPLEcTioNS w of elasticity 4031.00 Si cry factnr� reffectiwlgroe.... (due to necking) where . exceed 0.9(fc - 1 . 1/3 cranking of .am i is allowed for. p values in parentheses are (6n /su deflection, ratios C56 9e 5 ALL IN inch OMY POSITIVE AN L•PT m..Pr.0169 LL oL.Pe.l.L.cRv9 3 - huvlun - of =no) oil 5721 361 9351 05( 36111 351 'loll vl 7391 05( 4973) nl 643) 35( 6591 061 39051 41( 593) 31( 7651 561 55651 35( 6911 .390 5301 .111 33661 .601 6011 O70 15111 051 35501 -.11( 11091 .63( 3977 .310 11671 .930 3911 P: \Southcenter Design -Build .,arages\ENG\Posttens\Building A \Level 3 \Grid 1.2 Distr Leve1)Cre 4/4 Project Project No. Gr id. a" L -n Level 3 f= 3 rrt 113 Y- 6" h ly !-7 P t" f < k1J , [; k nL° /0fAr v a 1 newt,. 6r,d 6 Level 1 I eww. (Not user)) 18 CL-) U LL S-6 C& LL stop., C riz Lo - tj` tern U CU aa' Client P 9 e 2 f l oI- 7' N e/f" • COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 26 6z Designed By: /312.M Date: /1130/OS Checked Br 6t' 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343 -0460 • E: 206343 -5691 4, Sheet of II ( Ili a = Project Project No. Gr id. a" L -n Level 3 f= 3 rrt 113 Y- 6" h ly !-7 P t" f < k1J , [; k nL° /0fAr v a 1 newt,. 6r,d 6 Level 1 I eww. (Not user)) 18 CL-) U LL S-6 C& LL stop., C riz Lo - tj` tern U CU aa' Client P 9 e 2 f l oI- 7' N e/f" • COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 26 6z Designed By: /312.M Date: /1130/OS Checked Br 6t' 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343 -0460 • E: 206343 -5691 4, Sheet of 4/12/200.2:55:34 PM flla CmWdela _& Conn •Onm tans 1A3. Naa load. aka us. babel City. California tow] apt -rt POP 3434 - }gym .wawa rale Versa= 7.111 YaawI ea 10- 02/r! -031 MAPS =wvaShO - avant Canty labia - 1733 lawbide teed. Saito 310. Yea City. Cs let=vta 1.101( Vita (450)3041-3400. a, IalPttrwT all apportekkaSert.a. Na site. bete./ /wt.Mgtbh.0a Was MO Tilt or IOlpa ntNS.. N. 5.3006 AL Tees •tat evoarr rant O110 3 • 4M Lan! !loafer TITLE. Somhata Osage fads Aida • 1100 Da Yw1 moat. •P•MPIB at a. days. foe MIM/.aAOl 5000.05 p1 for CotMOM 11000.45 psi MAga M stanICITT for aIIM/3Lpa ant... - for COLMa 4031.00 Sat nn fatm for deflectia foe 5p1M/ata a... oiTan a iaS1. ISSN Saar 151 se pef ate eta limits Wtlple ed If•e1LS) At rip At Botta caelte a ar1Si 11.1to laeltipla of Web At all imtim. I[@aOal. Taal Starer. New to MIOLa mar at Tm 1.11e L Napa Omer at WPM 1.60 L nOa- TOQOIRa, sera 1 00134 mean .apt. of stead 370.01 L1 1 Mr. a WS a • L-N Leal al ADnr -a r- 7.11 ACI -w eta .ff.mlw es. L aria (fall S tem ant Mae ma or task faa TOP Nit as of tadm fah Sora1 fer Mrtnra .pa • W COI of tam fret 505100 for Meat ea Ms lame =.Mead. Me space. att.m strands If=ter of slab data Team Pall. type a seat v ee Anal on Pa structural Ma Ins asset of inertia eat saAn 1. LS•nn Mate s t to to of •Ipgat TY LLlta pt.tUfeatim kiladava to rMLtrltohf a n fomLa fleas width p.idmttim Ytl Elective flap width lylp tatlm a.oa CI -Ill a -INPUT ........ • A 1 el Lalt al wan 3 1(I NI ft L L 1 3 3o.•L 74.10 15.05 lam. ▪ - 1(a • emuaa .05• •.NO .454 2.1.1 PeCIPS Seto OM or Mama Ma 134.00 /el .153 L'a i.7a L 1.75 L 1.35 L Il5.00 pl Ip s.Rlm f) I - eel 1 • latalpilacr wmlm 2 -Ter inverted L anlm '- urtmda T m L a=im 1 - aotet • • wane Twat Hann a 11a61naa eV MOTIOMIIaall width t i.k I with thick not left right L L L L is P:\Southcenter Design-Build .,arages\ENG\Posttens\Building A\Level 3 \Grid 2 & L-M Levee i.Cre Np 3 In- N en 00111r is l 24 50 t 3645 7ep • L D 0 0 2.1.3 NR2w PAPS Dm. Or Para Sian pall vl6T.'. 1®1( L 1 - I S I O T •e l L lay LOADING 04.00 10.50 1 • 1. c 10.00 N OM. attar 1Nm0 to =OM= IO[30 3 4 FN Lama 3) ADOPT -11 V- 7.14 SCt -.a 3.3 -Went •rDTS AID COLUMN OATS • Lm tma at f Wf5) 0 ft is L a t I 15.00 34.00 20 00 (1) 15.00 34.00 24 10 w at.. - -- - •s /Catil..m L pmifoa. In elect 4.2 all a Cr Ilse a(DLI D Cr ft is L 6 7 1....10 -- •.!. .00 li) .w .w .00 III • t a aaan CarTiat - at) lad at both =m ...(SMIMAWI Moped at tsar emi. Had at far end Had St Oar ad. awe at fm 000 rise St nor ed. roller with rotatimal fixity at fax ae .. • 4 30..0 Par Oohs Sits a Catlin. ale Patter with PAN ea m n b Ift LY L L it a • ]170.00 21.73 13.27 11.00 1/2 N.N ace 315.00 10.05 i aJMF�_. • era D . m aaaD D• a e. Sarre tiara L • Lin LOAD C • COMMITIMIPD I. aeete Isar Li. Mal 0Om C. MR ear Mated Ira pastry lea and ta00tted at dad LadleO mat •aMlpt N • 110.0 pt Votaity a far ... To I t M ADC ....) Ma/ a rip! p!a vAY TM Vtt't 1 h ft I M -hat ...ft) Vh 1.a• aid 3 • L-M Pal 3) Aura -a V- 7.10 )C1-O2 @1(M (VftI). Itent. meta.) a M IKONS II I as aloe TM Llhl 1 at or ft -at) (t -ft • - i - - -.y f • I f + 0 *fleetly. Width x TO L'• L St .554+1001 31.1( va n a- DIAO 340.1 MOMIITS. • •.10.A• MOM {IT• (t -ft) s .•.1StMaa el S ea Mall. Reps Mar Ma) alt) s - -1 a a -0 • a 1 -34•.14 510.44 -55.00 -10.10 55.77 Pea. • • cmma1W sett. Soar 4 5.1 Patriots CO • •. I.• a Mee e It -h) - 1 55.3 a 55.77 155.53 ea a 0 aIACTIOWS aria a & Lip level 1) ADAPCIf V- 7.10 MM-02 5- L115 LOAD MONIMTO. •0155/ 5 INACTION• . -- 6.1 L I. I L 0 A O SPAN hall R -it) •Y ate a la) -s loft• SSSSSS ------------ *1a -. -s ..... rips. -s •-•ant )mR - -• 1(a sea W on at a W left ripe - 1 3 2 • • 5 7 • F- etas • . Catawba& ems .- 0.2 Can Ib e - 6.3 COLONS Mans aft) amt a W 1 3 l 1 74.21 .0 3 17.70 W as W 0 • • 1- ate. Meek 5.1 t.tata. 4.3 .Ala are IoW. Of all skipped loam cat Iowa !ate 1.1 3I00CtO WD Lai MawT• IC -h) • . fan -ef -.art a Sant • 1.2 I I D O C• 0 Ln 10AD Zane R -h) eft. a Maps . tOyM• • re a W ma W a 3 l -• 1 -1524 114 t1 le. Mt ▪ Go m In 1505 Ma 4R-ft) 10 ▪ a of dead la a live led ea bats pained Tm se.Lpbllm teen 7 1.aO131. • 1.0011. ) aka left. W 2 -214.01 -1)650 W dad 3 L L-N Lai f ADATT -a V- 7.11 eS -la Rideau right. W at W • 7 707.00 701.00 -150`34 -1.65.34 4/12/2001.2:55:34 PM rota. • • tern -of -4040,[[ • - MARV POOt- Ti30IONDIN Nana PM MEd, MM.= '.1 noN111 inn m MAMMA umo. Per ann. 1 • x4040••0 posabola a ▪ • simile parab01a bola with straight mann over suntan 3 • barged bona Per container) • simile parabola 2 • Mtn manna 3 • nand Ntla PROP XL• Tin nil. i tL 9/L OIL 1 1 0 1 .104 .400 .Sx .040 9.1 - ID•T0 TNT- TN•1O01 mama 2a TOWN MAPS Tot editing node melanin Inn SELINTL011 am 7 IOaid a a lea N.nl 21 ADAPT-11 T- 7.10 act -n an wane • MCI 0- ninon OP on IOW -• • NA dial Mel AM (4/.) aft Cater Nola (pot) On -1 (WO -1 2 3 4 f f 7 •- 1 440.000 88.00 0.30 00.00 305.40 4.640 100 iypaiaote might of Nand 290.9 M 5.0 0000Il00 IMAM TO•i- TOIIII00IOe 0311Oa Inge) •- MOD ON MASI cparn -• •- Nan a Ofl - Ha. • IM MR. Mr= n0.. LOT COMM ROa 2 2 -4 a • a.... 1 .00 3x.57 .I0 14630 Snail 145.25 Site • • face - 4000.[3 9.4 •••VIC• •TIO••ia (pail Itesia Yen[nittv01 Ia TT• Ter Winn Bo., • • fete -of- oppert WT-THQfl BALANCED O ON••T 6 Minn •OVCTtYa • •Pan • and/ =On Ik -ft)- a -- and/ It1• -• snit a as ft• a/dn right* all) N(r) - - 1 3 4 B 4 1 190.50 -642.70 a 001 COST.. In beta •1007• Tor Bonin v -304.31 -64 - Wm mina Ran canna (grid 2 a 1-4 IMl a AMR -n v- 7.10 PC/-113 P: \Southcenter Design-Build arages \ENG\Posttens\Building A\Level 3 \Grid 2 & L -M Lev. /Cre U- PACTOIOO SO4i0Ti • «SACTMOS• O1wUt•O N t 1.200 • 1.401. • 1.00 OONIry at effects) 10.1 /Ann= aRn warn (k-ftI left. OiOY•n right. - W r W sin sin 3 1 -71.00 -71.00 1132.06 1123.04 -47.07 -47.07 Vot aR400n 24702n (k -ftl 5130 • -- Ltt• -0 .- oU•io l 1 850.52 194.6 Motel • • fa•-o - ppet% 104.02 10.3 Mlaa Mena= 1.0.4 nein= MNa Man It -ft1 II) - -- Ian mlu0 - -. •.- cnn Cols ioan me sin ns an Ma sin 3 1 • • 7 1 145.70 220.56 44.84 -i0.N 2 00.29 04.91 142.34 29.70 .00 11-84I1.8 STOOL Winne Cailma for m -NT or NM Rain - Misr 014 1 - Want nanny • factored IMSNI net swat tot -etc amaa for ems. ateanne th 00061 ... Nor at -Off length for Salmi stat(laatw/0ps1 ... law 9 Iwid 3 a lea 40.03 21 AOYi -n V- 7.10 X2 -113 Top Sr a tefa broad 0x40 xeLNM abta bar HKefa 0.7 d Mae raN524 12.00 in 11.00 le NmOH'OQI bat as N vmfSMMMIo of factored eats Tarn a0nrT N Mal • inn AMA con= • 320.1 lb 220.00 4t'8 A.TNaa • 1.0 pat AT ai•-•TAO TO• AO COTINOI TWO RO7mA At OXRNNt TWA aline A 1 a 4 4 1 .x ( . 00 .x ,xl 2.00 1 3.05 11.3.1 • STOOL AT •O••ORT TOP a 080mL 5NN mmTA • 3.00 ( .00 SOTTO% M MONO! Ina an1na • 4 7 • n En .00) .00 ( .00) 2.10 .001 .w 1 .00) v -5ONA• 000x00 Ia MANI MO oli MILAN aping xam . meente • weight h non on allots 0771 d ... talus nhooa of d used in nett tmatfe (Na ..... • Vining. Of two-lw0od 04 stirrups. 1!/• 40000, pail mans no stirrup n e amain 808 . vu .. • factored mats as Mears ponadarV anent affects included) CMS .. se • LAM near emotion Nunn 2 m 0440xblS value Of 2 (for,H gonna 3 as prWO54le vale. of t(fel'1/a gown Av • 1 no reioar ®t required 2 win nSaiorce at remind. for 8aan oar 2/2 Stirrup remixed by weigh x40 10 (end i • OM Ywl al ao•n -Pi a- 7.80 ACI -03 Non. for Lin naltin n (if any) 0/06 O.8. in at tip of a•til••ec. and LI• 1.00 in at tint euplmt Na • 1 LOGE • 10.00 ft OYt Ape f a Lx to 25.00 R 1 I 0 Vo In Term LV 0 a Oa W. ft is k k-ft WNime L'2 /ft in To At .win - -i i 2 4 0 0 7 • 9 -10 11 - - -- 0.00 . e! 1.50 35.00 -177.5 10.99 1.00 24.5 (3 2) iala ONLY a.0a 2$... -an.10 x01.40 .w 24.0 (a a) alas.7xM .0 4.50 34.00 - 173.11 Ni.91 44.0 (3 2) Nix ONLY .i0 4.00 30.00 - 110.02 000.53 34.0 (3 3) a aim .46 7.40 33.00 -141.73 1066.60 1.10 10.5 11 3) 9.00 33.00 -134.53 1107.10 1.20 10.4 11 2) .25 13.33 20.61 4607 1439.44 .w 24.0 12 3) ••• lead .411 12.00 11.74 05.00 1387.71 .n 24.0 12 2) MOO OILS .45 v 32.00 71.25 1233.44 40.0 O. 2) Mal 067 .50 U.M 73.40 1122.50 .74 34.0 11 2) Nan NO .00 14.00 12.50 72.64 1012.15 .70 24.0 (1 21 Max OHS .N 14.05 31.73 77. . 24.6 (1 a) W Oni .w 15.44 14.51 40.40 778.40 .•1 34.0 (1 28 Nora ZT .10 01.00 454.06 .N 24.0 (1 3) Nan ear .75 33.40 20.00 .w Ui.80 .41 34. I1 3) Nan CULT .N 24.06 04.01 401.71 .w (2 1) 0 35.00 20.00 272.25 .00 (3 1) UI.30 .51 24 0 (a 3) Nan COLT .90 30.20 30.00 1 -.N .n 04 0 (2 a) NM MT 1.08 30.80 33.00 04.06 7777.40 Page 11 (grid 2 a 1-0 Nan 3) ADAPT-IT V- 7.10 PC1 -03 32- 110[06111 8120 OOPLOCTI005 CaaRe'a we nn of elasticity N • 4021.00 W t t foctiwiipmt... One to naatlng) l - 2 04 Mre ninon TWOS 6.6 (fe l/3 cracking of •room is unwed for. Value' i0 porataaw Oa (wee /en N3lentic.) ratios Censer/0N An 30y n inure. Dana= wpTM SPAS M Nnn a n.an» LL Mwn.3i.aa .4 0 S v .01 .03(14011 .001 0204) .00( 4700) /6 " 6n4 E Wesb Laded! 3 8eawA py= /D t1 t .5Ore 77Z IYS' oa o" Co U U 37S.Z Gr ;d LS Levet 3 /leak DL= cods( [..C_= Su Duet !S' - -o" " (� �GnaE. F.a 341, 6 4 6A" 1 -0' C> Project No. Client L) p COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 62- ri 6?.' 16' 6Z 6 M Project �� 4� �ju.a Aiefr A Designed By: L,ivl Date. /Z- /36/65 Checked By: Sheet 413 PINE STREET • SUITE 3® • SEATTLE, WA 98101 • P. 206/343-0460 • F: 206/343-5691 pT'- 15 4/12/200.2:55:50 PM >aoc•CT TITLS, Sorel. ter xt.} an A t lest lid - alROleC2.t0 WSW. OnnIOS 2222222II2 . Ramp at 24 dna am ay anal 4244.24 pi for Ca 4242.04 pa OIlgO OP ItACRnTT for •alai /any all1.4N1 bl ea rtm 14,1.14 kat O@ factor ten dialectical. am allilantala 2.24 CO nn Ma a. • RJ Melt . . . . . . . . . . . . . . . . . . ne.x xt nine nut Ilan Initial. of 6 u Tx at rats Cann= w ROn ayl5• Wtiya of Wen N all iemssma t ®LOVS. nor straps 08.00 Si /daaa Cover at TOP 1.54 is Maine near N STTOI 1.54 fa Port to Ran Og® Ultimate .Rmpx Of strand 215.00 y1 Am a (grid I gat Inn. 51 Avenel effoctive stein La hued anal) Rined a Mn Ot of teens ten TOP M. O• N emxa from CnON or aegln spans w. at at tar40. Ira rum or Pa Tata sum Me average Praninnial 1Ya •yelq Dames strewn (fatter at lash Npnl Teeny prairie type and support via MMLn,. Mena mg. anisettes' .yarn aInt of ale ens swan la Mat. =Oen to face of •gpvt United plastlfimam allendecnots r.64trihotod) No affective flag. width Cm.1d.ratim In nf.mi.e flag. width isplantatin Nana Pat -314 2 -III OT O*ONITtT • /1 �c al • f•a I IMPS Cm-ne=n flat COaom acnwn amw 1,11 are fd. Ante 220. tYtsd City. Caliaa.l• N••1 AVda -PT M wet -110M® ganta - Ta.1m 7.10 Ian (Ira ll.- .l /LC -0l) ADAPT NnATTo - RAOtM.I Im.t. Saban ant= 113 bonds 244 lit. Rt. Anne City. California 540n .Sorel -2404. N. (2424.24 -4470 ram., 7.W.neantt te. (1.2. lima Yyl /nw.Aapwtt.ad It 0 a Wren Si N ft I n a.•0• •.110 2.1.1 PaLCINL SPAN tart Or onnn SIAM 115.00 III 1.10 in 1.75 N 2.2' la 215.50 pal One Iactim 21 i sat los ASTON /MmtII rung Pinot In Dan .lath this. ( Idea tath. Immf in 1 N it in M 1 led I -Ay 1 . AO.Owlat Sectlm 2 • or inverted L minion 4 I .•ttix . attnd.d I O 4 •attlm 7 • Mast DTI AS Tali O an O'@lne. Om 4. At Tine. 5,45 ROeat Ma, at. t Nat Love/ 3 s .TXXS left right 4 61.00 14.00 30.00 244.00 0.00 17.00 0.00 14.00 .0) Oil 4 x.00 14.00 levee 340.50 6.00 17.00 10.00 14.00 .641 .00 P:\Southcenter Design -Build :.ttrages\ENG\Posttens\Building A\Level 3 \Grid E West Level :ire AN 3 arid • Nest Neel a lGR -rt IN 7.10 ALI -02 1 l 0.2 stir IOIT clOTS £O0 COLOII5 DATA tmL. 11017A Ala in •a carve •aorta tvonlne a® ten ns0 A Sett m ... 1•'OFRI 1 lined at near ad. filed at for and 2 5154 at sat ad. bland At fared fied at sae end. roller with rotational fixity at far ml . 4 3 -I5IOT AIILISO LOAOIla • o •. C WAD LI WAD L•LITE 4WD . ®ml P • PAn1AL Oar= C • tAlpMSy N • AIPLIC IOYT Li. LIM loan Ma •p) ear Organ ors roman l®1¢ and yvNd on A.d lining Oat mlfmdpt a . id... pc( Tamay (Iron ... IL) ID C...ul iota le ML S IM 645111 TIPS 326 ( ft ft 1 n -et or a ...ft) vn -1 2 l .4 r • t . . 0 24.00 24.00 24.00 D D D a L 2 D p rant u - TOO ml-lax tO f.faate line 7.1.0 flORV hand Dna Or Taal Raul •W s.•RIa noes a f t tt 4e tai MOW O la in 35.00 24.00 24.14 51) 10.00 14.00 24.00 In 25.00 24.00 24.14 11) .040 .510 04.00 42.50 02.50 42.00 .Ow .00 43.00 .510 .00 43.50 P age 4 IOrid • rte Level 3) 2 a O .00 43.00 Matt Lill 203(11 l• Spites wits • skip factor of 1.00 2.1 - LLDIi AS APffIO M OM 'S Lana •O0 Plat TO 1wO•mn MDfnnN 0/1ft (N. at PAM. 1 Ana and WPC LSy1Wn1 1 Part m ft -ft I I L D .050 1 c v 050 0 O .010 An. •aARmf WAION ROR® Lin Inane is S13000 with a snip factor 0f One Nli an Linn [101\1 O CC• R N I. 1/3 1110/1 [011 left e ft 1 1.00 .w 111 1) .00 ul 1.000 1.m •.a N. orator. Open and a.til...[. alp Ttihottty width IffsCti.t 114th 4242 Any TO ft a Rt I lb in in in in SC. in t a 1,02.60 37.4) ter 44.05 .ssatMN 7 l 1702.511 27.43 7.11 x.04 .1110 1.00 23.72 net.. .__ . aannatibans if laenifca.. Is Lamy 4.2 • - 0120 LOAD NOI•IT•. AA SWIM Nil)• N1d.pn 1 41•.33 a 41•.32 ate. • • centerline aent• Am 1 .5.1 Sala MONISTS It -at)• .6.2 SPAN 5517.11.5 00 • • 0.3 lane 00 > •.4 COLON lag IPM) - � las mane.- ..Sops ce1 14.21 m1.0 34.21 30.41 251.17 .w • - Llpi LOAD ...... /1. e - -0.1 LIT( LOAD •0* an IFRI and OR fang (M • e Lan. . . . . . . . . . ..S t ---• ..... right. Cs Ea .N W 2 l i • i 25.51 247.47 12.24 267.02 at.. • • tattrline manta Am 1 ate. neck 0.1 Oman 4.3 mast me Aram Oa an sapped loading awes 7- N O ..... rg0® TO fin- Or -ClPOn 7.1 2120110 050 LOAD as 1k-ft) ^•v M • S n. m. 4- 4.2 nCC1ta (t) - 0.3 Cane lean n -n) e -tact NIAN • 4 - -. n5g lVi ne W oie W 5 32.41 44.41 -164.45 .N 25.24 124.41 -124.44 2•.O• 20.07 20.)4 • left• 2 (Grid a nest 2.141 2) (arid • gat 1.551 3) 413.13 -4 - 7x.211 7.2 na000SD Lin LIM LMYT• 12-ft) riot. m A •SAeTIOS• nil) nor) 0 72.10 a A•1CTa0• at left right 7 2•.24 04.54 21.11 area Stiroit a$ al I d • M it I r o C i I B 1 I 1 t s 39 ? ::::aaaaaaL : ::::F:a:Cr?CZ?:dC:C . y . e Ili Mil I a 111 1 1 1 1 11111 r d a 14: 8� d' - I :s 1 ...... . :: a as 1 � fr-gi 4/12/2006 .2:55:50 PM P: \Southcenter Design - Build .iarages\ENG\Posttens\Building A \Level 3 \Grid E West Level J.k 7 0 1229.06 1316.10 Page 12 (Grid E Nest Level 31 361.27 149.79 Page 13 Mid B Nest Level 31 13 -I9Z10 4 SPAN DEFLECTIONS 3 21 BEANS l3 21 BEANS ONLY l3 31 MANS mfr 11 21 NESR Calif U 31 1 21 BY/4B ONLY 13 31 901565 0511 a 11 2 10 2 11 14.0 (2 21 IMAMS CMS 13 31 BEAMS ONLY 2 11 .17 9,.0 11 31 . m1LLes of elasticity R.i Creep teeter Ieffextieeflgro... _ (due to cracking) • (1 21 BEMs ONLY • p 21 EnMB ONLY 24.0 (3 31 Maws OnY Where . exceed 6 3(te'1 /2 cracking of sestina is allowed es. Values in parentheses are (apuleaa aznec4m) ratios 2ePMSafw ARE ALL IN inches, wnn DL OGP[ DLiFINCREEP iy 516. P 6 2 1 vl 96661 911 26011 391 16961 .92 .131 56661 .211 36021 .39( 19951 3/3 a C a M O = Sae See Sae Sae Soe 6Q sr ..............N 1 eao o"a "an aaa aaa ss us .. 4 0 9 C � 7 ses r ..r 7 7177. • r :L�i I to g f ' El C n 6 SC l: rrF 378 ti rrg " e a 22:x2 ..33E t r' I sa a4. SS „ i • SSs I 1.la "Y•• 1 Y E r E!° 14eC 4 x'Y's EE! C 1 I U a t I. : • 4 C i p i a ' 11111 11 111111 11111 11 111111 12S242122222222222222 i ,1?QQ1'.QY: y. F2,.33 S e yp a yp • 1 g • E 4944 4:11 df 23333 f r f 3 . 4^4144.3 .4 ? - ^772e3 7427 �p x.34 3333iFiid43 T, Ii I 11111111 1111111 C A N C C. g 7 C. . 33133 Sa3,23F22, Ma g '= 2. ^ .3.3 .53 4444... 2SSSSZ •y SS ... +. GF4. 44 333..333 U - aaa SSZ 2S x'.8822 444...1 id6FFd.iBe C/ a a 4444. . 377.2 ... . 2 t ^4444.. 144 e. a t Y 11 - I g Say 11:.; 1 t 222222443 4 44: F4444... 4 .......... FS43322s4ZFSZS2F:F22 •223Qa22aa+ C 1 I C d 72222 4E221 22222 "2422 1111111 r 1111111 -C . AS AC. F34 - +•n ' 221223222222 33 Y 23:273:'4SF 4444. ass X77 42222 11111111 - 11111 ° 1 11111111 S 111111 ; 11 111111 11 3 t 134 333 ............ 4..: err 101 en M 9: 1 F 88688 480%2 18 HH k L14 3 181 88 8 8 ° 866 I a i . t 1 �. 1 1 • I i : 1 1 sl a 888, V en 4 ..... ono tope boo COO 1 1 - 44001 an ant ..1 ae6 ..nw.n fx ass.6.e lis a 2.80 i q7 t7 3^ :t a 12:20 9 1 ."5. x s 577877 I S fy 2 1 7 t:27 7 9 iCiC § 5 A $: s 'Si Our 3 9 t I s SS !lit 8 °i F 877787 :1gg1 Mg" i a 223 . ^ sR :s ams t 2 I %madj M a M rg C 0 . ����� ii 111111 r II 11111 H 111111 3Yt S € a; Y kY ° ggY:x::g::g:o e M e aria ? 9 ' C CO A k . !C :gggxc: g s aaY: :xsaaeas a 0 °9 cal 0. "° :: :sSCB:L:s- a.. ' ii ::aa a a: SLCSL:: CIS: : :::S iiiiiiii iiiiiii 1a iiliiill ii11111 iiiiiiii ::3 Si 1 1 s f 1 t 144era .. ey SS iii .................. X2 ::: 3133333: .0 C a 1: 13 : 33 eA °SF 1 I I i :a g aa Cat i i i ii oil mg 1 11 111 11111 : a M 6r4 r W ? i3eti hL: /o LL= yo 7.0' —o" (.0 Uz F' a94.tr`` 6,-;of 4 Level 3 /Sew,.,, pto/o,tf LLa So ,9, ci) v CV U U ta- tn,n= to'- Gz zG 6z F = 3 75, - . k Gncl. L-• I 3 - m, l 3 eaw o(t:� ass,L'' COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING G Z' U OL Pod,. tL'Si € L/ 3 ol. I Z6 Project Sow-iL,,etha. - Gayte ridb A Designed By: /31zM Date: /o1/ 3 il16S Project No. Client Checked By Sheet of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • F. 206/343 -5691 _ to 1� J 2 11507 4/12/2006 .2:56:23 PM 3.Cre4/12/2006 12:56:23 PM ADM Cam lutrial aCTIOLL Nita mfl a t Mat 1733 amide fond. Suite ace. YOOM City. CaliteYa 54041 34315E -rt POa UOrt -iaa® aID/na mta anion 7.10 aSims Tact 111-02/11C-1131 - MST MPo•AT[m 'Creatural - .t.t:ral Coate Software *yam 173) Ro Did. fad. MLLm vt. mason City. California mon Phone* (.00(304 -3400. •a, 16101366-4171 d11, wgpert hdptleft.ta. M •lta atp: //w..M.pWf.om UM M T0a V PROMS 0M11111, Om Lila At Tim, 5,4 3•01I CT nit. arid • Ilmt Mal • IOJICT TITLE: Satheentar ara n BM A t Peat 3:d 1 - 01a ••an• t n ▪ ag at 34 day.. ler .V Wa MN... pa for Ca 5000.04 a( NOW= O GRDSTT for 111210/14105 4001.04 W for COMBS •531.00 Si O® factor far deflection. for la/stall aonn MOOT 1101(q4 my .um 150.00 pa i 1O Soon! 73743 (oltiple of 11.011/31 at Toe at Botts Wpam1011 a1W Mita (mltla. a 11.011 At al loc TIM •t 40.00 Si Mat Mar at Tor 1.50 in Mein Corer w 101/04 1.30 in IOa+sOmat Mate .er gth et Strad 3�00 i aw 3 Stride Mt 104.1 31 Average •ff.ttin RNo is Mad (final) S trand am an at of tmlon r'• TOP an OM of to an trot E0RO1 for mTasot Sows Nth Oa of tads etot WITCO fa 00100x00 ape 10 meoge Max spacing �a (factor Of slab dyth) Taodm profilt type ad Mgt ' Atann ORaOa Was ftrucatal • Itm OW4 Nat of inertia aver ea pelt to Magi Mamta Mal to foot of .:ppert Tu Limited platifiatim .na..d( at5 rN4trlbuttl) a [thetiw 31••• width m.ldn.tlm Tor Iff*tin flange width lcimataioo net104 MI -334 3 • • A II 10011 RCM 1 N ft in -. -• 4 -1 4 43.04 14.00 3 • 42.04 14.00 - -CI 1 C . mama 1 O*O KITIT 2.1.1 IImCIPA1 Ora DM OP ORIM SPAN DIM 34.00 340.50 O .000 5.050 O.N Si an Lea 1.73 in 1.75 is 2.20 in 0•.00 psi • .00 Ion eectia 01 -5005 a - aeeaala .setam 2 - • or thwarted L section caat raw mounm d m width thick./ width thick. mOTl left right to in in in in 5.00 11.5. 30.00 35.00 .10 .50 •.00 17.40 P: \Southcenter Design -Buil - arages\ENG\Posttens\Building A\Level 3 \Grid E West Level P: \Southcenter Design -Build Garages\ENG\Posttens\Building A\Level 3 \Grid E West Level 3.Cre 0 00 3 moor rift COME MOTS Ewa BMW u Ca. Join in ft in in 4 1 24.00 30.00 34.00 11) 2 15.00 34.00 24.00 111 3 30.73 31.00 34.0e 34.00 111 -300 male 10®.aT Cmttto Car (Cat) 3 - ID00T APPOIOD 105011• 0 a O L O I D U 3 a U 3.1.3 .orr. & t flop DATA OP mix Sala .M 4 • amended T or to section 7 • Joist • - wetfN a - Top surface to Mara Me uranv Sme• in (arid 1 Wert Mel 3) 3.3- SUP000T •IOTS A \O COLONS DATA 00.0• 43.00 02.00 00.00 63.04 (Grid I Mt NNl 3) act, Lm Lan it man with • .kip later of 1.00 • 1 L v 1 0 v .010 3 L O D .010 e m. v •tOSnT nwvaa 430750 LT00 t0303315 it 1005032 with • alp factor of 1/31/3 ala Cori fora giT3d ore ft in in 7 • . 10 .00 u) a 113 .00 .es 11) rid w bta M ... (•Octal 1 u.ad at or ma. find at for end ad at near ad. binged at far end i rid a mar ad. roller with natal fixity at for ad .. • 4 ...Claw - ... -TM o • MD 1000 C • C • wt 5 04 • • Am1O4 may? • Ida LOAD atm(0C N • 3JaLia OMIT LL. Lila lab al. •• Ulan Gouts free Isometry lay ad Rented m deed leedty mat alfalfa 1 . 133.0 pat ffimnty (alo ... To 1 1 34 et C ...al Thal m Tri! O 533 Cur• r500 rRt i ft ft 1 Ot-ft y h-ft/ bft - a 3 • 5 t 1 aD.W _ N • a MAN CLa• 67111 LLaa1Vft) 1 cat or ft-ft 1 ( k-ft 0 ft 1 1.00 1.000 1.173 1.040 1.773 3.1 • LOA0m aS /MARS IS UM'S IRUa 402101 Ana TO Mann 4- CALCULATED 5107101 rt0rtlrst• sea 2 - -1 For aiam. Sam ad mtu..N. may Tributary Width AM n n . is as 1 3 1702.50 17.43 1703.50 37.43 Mel - -- - SN /e sMLwm S. dmlfo .. •m DIY •.3 S. 00AD LOAD DONU 010514 a EXACTIONS Na E AIR 3 [0.1 SOAP SSSSSS0 (loft)a 43A Swag WAS (I) • Sri 0111 1 a Pate, • . t Ames [ 5.3 Meal W 3 04.31 114.01 1..31 4_ - IT -_ L __D SSSSSSS .= 0IAA. 3 ROACTIOSO 4 -- 1.1 tot,. LOAD .w laO0 m -ft) and Oa Tar. 00 . .......... .1-n SSSS Pea mas min ad. i • 0 1 -02.02 30.0) 301.04 -5.41 440.17 - 134.04 Meta • • Materna month [- 4.3 lfRatee in - 3 COtpa tacT• R -n) a 73 .05 21 .43 .00 3 73.07 34.03 144.04 .00 3 311.06 -i.0 112.40 .Oo dotes not 4.1 through 6.3 Mae are Mina Of all .kipped leading cam 7.1 it 1 v U C I D Van lay MORA (16-ft) -141.53 0aan 411.33 416.33 7.00 L off in 0 04 04 .11103+06 .{ • .11101+06 olds It pat rat 3) 10.111T-FT r 7.10 3LS -03 -01.. 131.11 7 NM. wac TO 53s-013-mom .typo a - right* or -4 00.33 - 107.30 •.33 1.11 Iffertlw width f TO L'• is 33.73 23.7] 511) WW1 3 -Pea• right* pmt m. .M loft 73.10 30.64 24.0$ (Ors l put 104e1 r •OAR - 7 - 1.10 c2-03 4/12/2006`.2:56:23 PM 3.Cre4/12/2006 12:56:23 PM RN 1 2 loft. ens i -1 -146.14 2 - 120137 page 7 7.2 a] O OC S 0 Lm LOM30 n -!t) left• aa a O%•. -a 32.01 7 - - a mD An Lin loan heft/ aria of dva4 lad ad Lin lad as oasts naiW for atviatMMYty can ( 1.0001 • 1.01113. 1 Mtn • • rtl- of -Oalat 1 1 .100 2 .100 -a f - 38141421/D Dar- TOlata 3,140 As* Pia n•fa 0.1 rani fait• An •AS$JVn v®. ea Open 1 • ,seat, atabU .aaaa • riot. MOS W • 0 . 107.47 207.07 0.2 141001 •5012 Li r34 11/0. 4]/I 2014 4/1. mot.. • . fa.- 0t- .upnrt .10• an -04.00 22.01 • Spa eat* W MiC -4 096.0e 0Y.42 w•1.n 444.04 342.47 -230.40 -a -T31.v (era t ant Lai 31 20501 -n 0- 7.10 Sf2400 a • elan mambas with avant portal ea aapan 1 • red nOda ra anti/San 1 • ample parabola 3 • partial parabola harped Gaon 9.2 - SSW= a•F7mIORF • en An anal fan Tenon editing ad. nand, ▪ If s allanch ems. - -- -• •�• Minn WAN - CAIRAlID 7NAY Ina . 05010 a a• (Sal - ` TN 0.01 oral OM W - 1 aft Crum 9/plat Ipell W - 1 020%) I 1 276.200 27. 2.20 33.25 320.30 1320 2 371.300 32.25 2.31 27.50 320.34 1.010 Y nerai..te night of .Or.vd 990.5 4 RIQDi10D OOMPH POST- TSRC100I1111 pORC56 11.1po) inn a flans aD1TIM - -a maw a 3141404 P/A S PAR Lane Coln Pan. • Lin ratan an 1 0 3 1 334.60 m 313.01 m 207.04 .01 .01 .01 a 307.04 134.6 .00 213.61 312.61 213.01 9.6 s 5 R 7 I C 4 O T I e 1 1 1 • fail (teaks oboe. pnitival 0 P: \Southcenter Design Buila . arages\ENG\Posttens\Building A\Level 3 \Grid E West Level - P:\Southcenter Design -Build Garages\ENG\Posttens\Building A\Level 3 \Grid E West Level 3.Cre Pam • (arid s mast Leval 3) 1 2 300.14 btu • . !ma- of -hWat 2 L e.T• a10.T• Tor 601104 100 Donal ai -T as-C asT ace an-T ace a] -T mane ] ] 7 Data. • . face-of -.apart yma 4 302 4 163 1 4 363 as*. • • face- of - a.WOft 13.2 45C®o' 0OY10 IR -n) 1413.33 ]60.47 CS ST It Tor anal -a.? aa< a -n ar -c 2 a • a -427.04 420.40 -402.00 m7.44 420.44 -403.4* U- PACTOISO 0005110 • RIACTIOR• Calculated a 1 1.300 • 1.001 • 1.00 Ioaary .®t 1[!404.1 10.1 •Amm (Via loan• Let• mama ------ right* P age 0 (arid a Oat bevel 21 2 4 1 142.40 241.42 944.20 3 544.20 353.33 142.43 btu 11 •WILD ITIlL 2/32/3 413.)0 - •10.10 ®o A merle • - S P A R • O ----- I - O W I mamadam zig4• Ina 0111 air) i 3 • 5 6 ▪ 140.50 -434.00 721.00 ] 721.00 -424.00 140.43 0.30 0.21 Tan cola. - colas 166.147 .000 O 02 ma YO ma min. Ma W i 3 4 5 1 -100.02 20.40 1363.07 744.31 -1000`42 - •37'50 2 -1400.42 -027.40 1203.03 761.30 -1S0.02 26.77 10.2 morn 1O T1i 10.4 FACTORED COWS MOM= (k-m m ▪ a Vale ▪ • • 0 - 7 1 • 121 42.47 -33.30 -2651.10 • 37/.22 210a6 266.40 0.40 2 111.0 42.•7 264.14 2 33.44 a6'mc Coma for m -.IS Or M. n72714 - w1Omn seal. 0.OS•O . most capacity neared hafts/ Vnt sal nt mt -off lama for stain etalilagthaal ... Top at-off Top lea length - � RN]iw .. Data Oar •vs.la brad tare npat.d Parr 10 11.2.1 •TIeL AT RID -SPAY T OP a =men Max CY1WA in 3204 W P7mtlCYOa band at i 0W110Onna of Uctcsod Vote TOW. Sitar a MAR • 944.5 UY W anon • .4 P! ICY. A ,Vita • 3400.00 ft _ 3 nap 11 and 5 at bowl U (hid a beet 4.e1 31 pub. -Pr D- 7.10 ACI -a 5054014 a 211tn1 D7m CUM= 0 4 • 0 ( .00 .00 .00) 1.57 ( 'u 1.57 .wl 1 .00 .00 .00) 137 1 .74 1.17 .00) 4T551 AT T 44 DDftian mar mlLaA 04 n dear Sal C]TN=A ann an) WS 100 -- 42.2,4, (0.'31 < -146 - -1442 p.]Y4a 2 • M 7 i 1 i.]0 ( ] .i0 00) 1 001 • ].i6 ( ].i0 001 1 .001 3 2.34 ( .00 ].i4 .001 1 .00) 22 Ice ma MD 0111-m au 1414. M n omen . leant (all Max g ar elm oral d ... ... .tla lu. of O used in era •palms roe ...... Wean of 323 mar e. a alma. In. UM. all a selm lon en an reared DU , To ... factored ®o W Snare Isam4aT asst .flan L01Na I nor .. To • 1 AC] star equation maid 2 m penanala aloe of 3(ff)'13 gains a as aaioiAU vats* of snm'La gams.. naiaaovaa required 2 al aWtaoaat r.00iad. for been Sly I aim* naiad by aayets Nan for LOT CSSTUSIn (if qi 5/• 0.40 1s at tip of Stutter. and LL 1.00 la at fiat suave Ins • 1 YWn . 42.00 ft (at Man Ira 3.00 tO 41.00 90 ] el w n 0110 Are 4 44 CAM 1/1 ft G le R -ft TO /Pa•G in/ft is TL 4 IMAM t l a • D 7 • a - U n 34.00 -U -309.14 3.10 30.00 -00.20 140. .44 24.0 IS 21 nW 0161 - .00 - 04.14 04 .72 .07 34.0 12 Y 12 Y MM MILT .v 14.00 -74.00 090.00 .00 .e7 34.0 (1 21 IWO ONLY ate - 13.14 1.10 .a 24.0 (1 31 .as 30.50 -•0.00 1•0 .17 4.0 (2 al tae 20.00 -27.70 1130.09 24.0 (2 al War COLT .22 311.10 20.41 -22.42 1214.14 .as* 24.0 (2 2) an cots v.40 21.40 w.14 1314.es a> (2 1) .•D 27.11 3333 2200.•0 .a .00 (i 2) 3 .50 21.00 15.01 12.07 • 0 .00 (3 1) .as 34.10 22.24 27.01 1134.10 .01 .es 34 0 (.2 2) ONO m6 4/12/200 i2:56:23 PM P: \Southcenter Design -Build varages\ENG\Posttens\Building A\Level 3 \Grid E West Level 3.Cre4/12/2006 12:56:23 PM P: \Southcenter Design -Build Garages\ENG\Posttens\Building A\.Level 3 \Grid E West Level 3.Cre .w 21.30 21.30 4001 12..40 .l5 w 24.0 (a 9 COT .00 40.30 10.25 03.11 1005.71 1.00 17 24.0 11 2 1 13 -10221301 O k l a C t 0 L i C T I 021 / U.40 21.00 40.41 5.40 1.1 17 34.0 11 21 0.011 vu 15.40 . 5 al 24.• tl 21 Brno mT 40.40 20.00 00.0 .05 0 2) Od0 C.S Vm Y 10 Of .1t2Cin b 4031.10 m • 1. .04 52. 101.72 10 24 .6 (7 OW a.t. 2) Bran t0¢ C[n9 (seta C • 2.00 55.40 12..02 -m.w 24.0 (3 2) 501111 015.1 17 70 0 i10n 00/2... 100 to abi slry 2 l • .w .05 55.40 31.70 120.32 2240.1 .n 07 40.0 (1 2) ICAO 0112 OM • 111 . 40.00 ft 4 t4. 100 1.00 to 41.00 ft 1 : a w we SaltO At ) w Cads try ft 10 t 41t 1015010 15 /ft 10 /So At 211104 32.35 40 - 1130.04 .00 7.10 31.70 -120.2 -122.22 .0a 24.0 11 21 U.S OOT 5.20 -u..w .n .w 34 0 (3 3) 12111 aLt .la 0.30 3.00 - 101.10 101.47 .a0 .07 34 0 (2 2) WINS 0&S 143.14 .15 .01 24 4 (f fl =PM aria .20 13.50 25.0a 71.13 635.04 .05 .0l 24.0 (1 2) 41022 0414 .20 15.40 30.00 -44.01 05.57 1.14 .17 24.0 (1 3) .35 21.10 30.24 -40.22 1401.11 1.04 .17 34.0 13 a 0 24.00 x1.70 -40.1 110.0 .04 24.0 12 a] 0•10 Oda .40 27.00 -21.01 130.0 .•1 .04 14.0 la 2) ma (1162 31.00 22 -10.51 140.4 .a0 .00 0 11 .50 74.10 22.43 10.04 .)l .00 0 1) w 37.20 1.40 1.1 v275.00 .a1 12 11 .w 4 20.01 04.40 1210.10 .10 .4l 24 0 la 21 2000 mT 2.40 1.00 a m 0 1120.04 .w 24.0 2l an MT .)0 Ocae 25.00 00.05 042 u 1 .55 0 Br 17 34.0 0 2) .50 4 25.00 53.30 405.0 1.10 .1l 24.0 41 2) 0323 1 I1104 i list Lasi 11 .00 11.70 0.05 74.40 500.00 .00 24.0 n al 1400 ma 1.50 1.05 wdl 351.27 72 0 1 ran m7 .05 40.51 15.14 55.22 155.15 54 .01 24.0 0 31 040 057 2020 02.00 31.05 211.50 - 340.20 1 ▪ 404 Y 5014 i Nat Leal l) wen •04•• at 4 4.010er1/2 05tlin of swtl0 is 0124011 for. values 1. q[Owetes as I22 (111100.0) nnt10 18Th 222 ALL 15 Brpm Isar O 20511115 054 • 0 01 Non i.Pl.Oa L0 d.rt.LGO@ 2 5 4 1 .13( SSSSS .271 2001/ .2) 0 10351 ] .131 50441 .371 20011 .3110 14051 a 3/33/3 a 0 VD CD 585 558 888 1 55 55 555 . yy :s Ss 1• 000 000 000 C 1 aol awl ant i ,....4 B e° 3! I 13 5 t. / 141 4 1 - U is y@ 1 . 000000 9! U" YESES ] " 8. ":. I 818885 1°] 88::84 i : :: ::: / 888888 g- ananna kg 55558: 6 i : t Y p :s :s 1 0000�� adman 7 0 1 I ▪ 1 04 • 5 "a • • • n.5 F. I • 3 f ° 3 � 83 ` 6 0 9]] :SS 8" 99 t la 555 1 3 3 I }c2 1 3 a S 0 S • • • ▪ "e •5 c e3 • . a. 555 515 :s .a : 11 9 @ I .1 `ii QE liiia .I .•a t I 5' Pr -log Y i• 7Sw7 7 6 C5 gnii 25225 .2525 I a °a 55.•... 3ii3 ^52'23 1 1.5535 • Y 5: :Y. R Q t • 3 o • , • gI I i a a 3 33255. :alas sagas 22322 a Ca .a C it I . e% ii ii ii . 2SSa58:88: °82 a ag i .. 322 x:4:z 3:.22 t al H — 11 : : 2F22a22as8aeaa22aSA22 ENE asaeaa::::I 2 • A •i a .n .... a PIP.. Si32228••'. Ikkggg °2888 ":r" i:F =aa 1 C 23.RSaaaa3sgssata2a2Aa ^aii^^gaaaaaaassaag d. 8 . a 222 _ .. :: a : :: ::2;2 a eV. ........ 22222 ^Cq • -9 "122 S;gga a Viii VV VV VVVVV la 1111 11 ii 11331 A RRRRR•Rdis a eA .. n i .... i... 1 ! 2 :SFaaaA2SS:2aS:S2S22A 3222:2322222 •t gifi7E2g:ay ..... . SS:Fa AA SS 25222222 ii V VVVV 1 1111 F2 AA 0 is A as ae n I d.. el MA •A . C . • • a iii V Vi 11111 1 11 111 2 22222 r. a sae i Fi°sAq ..... sag .... ,3e i 212: :121:22 71 4 1 Fi2eaaaag1J -- -Ra 2e Ali SS SA ...... ;Pk ....... 9a is Ip I; i en .p--u1 4/12/2006`L2:56:30 PM 0 13 -gmpl OAS CPPLPCTi01)0 eerie C Zeal I) PWArt P- 7.10 ri -Ci of rluticier It . 4011.00 bi Crew e Mara scramos axone 51.0(ler1/3 araCking et section ia allayed far. Values in pleaatbass sin (warn= estlactien) ratios v .f tfl01 a ALL IN leer Damara purls Wan N*VIWOP LL Q.PTHLeUOP -4 4- .10( 47511 .lt5 2550 .rl( 1111) ---- ..•) 221 41051 171 4)14) .055 31041 41(101041 .055 41051 -.01I .111 4115) .171 4)20) .111 47011 A3( 2411) .475 17310 P: \Southeenter Design -Build uarages\ENG\Posttens\Building A\Level 3 \Grid C Level 3.Cre 4/4 4/12/200112:56:40 PM 3.Cre an OVATION )LpC1Pw COMM a Anna 1733 bolai* aced. l,ait. 330, blb04 City. 4Itfonaa bad Alan a* 111123PONCED Conan ISAWIL a lama= Vatlm 6.0.0 alNDaaa ACI -316-02./lit -031 Avert maanica - Structural Cmaa. aottwra N]ar 1733 bodal* Nord. *t* 330. eleassel City. Calfania Mal San, 10404700 -3.400. Ma 1001204 -4073 Ma11, 411Plealniellaptleeft.O2n. Web Site, atp, /hat.MRdoft.c PROJECT TOILS. Sootapta Otago Madding A 0.14 L a 3-4 Cava 3 cam 11110aa at 24 da3N. far aw/aAa 5000.00 pa Lm a 5040.00 pat 1®010 Or aWaTCOT for fala /wA• 40)1.00 a! Ter Nai 4031.00 ha atn facts tea 4llatlma la Val/alp 5.00 CONaa al al OG4 Mt EMIR MAO pa 11110 a t', VO Riapta dun m la Cava at TOP 1.00 in lean Cora at DOZEN 1.04 in MOLT= WOW MIDI bnctwMI note. Sala leant Ol taatla ewer Support is Ol9Wa manna PADOCED M lace as )ppah WI pelatln flag* width eoai*ratlm TSB ahaha flange width iplerne6taam •thd Act -)a 1 -1DPOT 110NETIT Iola - nth C • Walw•a 2.1.1 P.OFIPAL at Con OF =Pan Saa 1 • baapta naSa 2 • T or Inverted I section 2 • I shim • Attended T or L aerial • Joist • Walla 11 - Nap Surface to reference line 3.1 -SUPPORT CIOn] ASO COLONS DATA 1 WIT All TIp OF rowan OLtRI0, JAS 10.2004 At Ile, 11 tea Pea= MB, Nad L • 3 -4 Null Ms Leal 3 an 7 (Ofd 1 6 3-4 aid m) AI*n-Ac r- •.50 ai -a ▪ 0 I TOP I•vnwl®tal _ A a • 1e. 25 Mna Cont eld ttaa 1 width tthiSi WW Hh e 14 ft 1st in la 5 4 7 • ) 1] - - - -0- 1 • 38.00 12.00 30.00 240.00 1.00 17.00 30.00 -25.00 .60 .00 10PWa' DOM COLAS OPPY 011.13141 Main LLann SWIM etc. men aWl 0 Ca• ne(.� JOINT in ft in in h in in v 11 3 u.oe 1 4.00 4 (1) 7 .00 -- -1 (1) y 2 24.00 1].00 14.00 ]•.00 012 .00 111 1 nn COLOY 0apaa CODITI0 CODAS (CDC) teed at both n* ... (erumaa) 1 W P: \Southcenter Design -Build varages\ENG\Posttens\Building A\Level 3 \Grid L & 3-4 Mild eaam Level anal at near m0. limad at fax m0 rind at tar 04, Mani at far nod Kat at Orr end. tent[ with zntatmal bait, a ]ax ma 3 -INPUT a111110 LOADING aW 3 W)1d L t 2 -4 lade b) ADAM -IC V. 4.55 ACT -Oa D • MD LOAD 4 • LIVE tall L 1 O ] TN v .000 TOE v • lmeo P • PARTUL OCanM . ,1MCIalMt w • APLOD moan Li. LW LORD f Tmeoab SPAS CUSS MS k/lt ( ft D 1 D -hat ...hl t/tt .1 ) ) ♦ t • 7 a 24.00 34.00 won, Lima LOWS SI a¢PIa with • alp later Of 3.1 - onion Al APPEND a USW, 13PCIT Daeo PRIOR TO laMYla tAa Din 1 tv. s Paw. 1 1 1 Ma CAW TO• Ltalk/h) ( alt or ft-ft 1 1 k -at • ft I • L U .050 1 0 v .010 )ate rain, msaa lavnm LM• 1000W S. Sant with • Skip Laster of )•CALCULATED •ECTIOO P.OP•RTI•• as Not miTtro nano ad Cntllawla rely SPAS ARTA I R it in'. ia in in 5 002.50 .1031104 23.44 13.14 Data `- • •pm /mOaavr is Nmmllae. we. bleak 4.2 1.000 .700 1.772 Rap • (arid 1 • 3 -4 Bad gal ADaa-a y- 4.40 Y2 -03 O - OtAD LOAD MONIES•. •p•Aha a RIACTIOa• .1 s • MOMENTS (). .0.a•PM SOARS (k) SPA 0411) • A (aft) N(r)• nil) Mir) am, • • CentarltN lit, J O T • 6.2 n]AT10a (k) 1 2 20.40 IP.40 100.12 -36.70 30.40 1/2 G. Lite SeeD NOMtpta ]]ACTION• • - -4.1 LZt] LOAD NMI MOIM• Dahl and • YAI V hl a ------ tab. - • - LL--Pn' > 4-... res. 4Y1A 40N az W ear W nal W loft tiga -f a • • • t -- d0.a .04 MAa Mts. • . easterlies vela •- Ca aoalae. lu • 4.) COMO IO•¢f mfl) JOINT W W 7 f . v.aa .1e p 23.23 . map 30.14 Notes aloCh •.a and 6.3 video are Man of all Dapped load Cap Pete • Wed L a 3-4 Bald Y) 7 11OCt EI NONIIT• 7.1 at D S C • 0 DAD LOAD Itia Oriel SPY a- 4h -) a - elem. -> - t1Ea. .5 3 3 -• 104.50 -04.17 Nom, • face at wpptt 7.2 41100001) Lii WAD Nan Dahl lat. a- _ l 0l rift. W M W. W az ale OM W • • 7 1 12.30 12.3 Nate* • a face of support ]0- PACTOIID Keeler* 6 IIACTZOO• m1NLt.d as 1 1.200 • 1.0111.1 10.1 /ACTO® WISP NORM (aft) l ate Sidman S PA a W gotta • - face Of apmrt Page 214.34 1 51.45 30.04 2 01.47 30.73 110.61 71.31 O a: pa. W 10.3 M1.= a•ICTIW 10.3 POCT0 a COL/ME lama 0a (aft) la a-- Ova Calm - -a •-- OPt mian ._ .Ca W ao W tax Ski Y -1 2 Enid L 1) -4 Mlad YO SOaf - 7 - •.ao aZ -a 4/12/2006 12:56:40 PM P: \Southcenter Design -Build varages\ENG\Posttens\Building A \Level 3 \Grid L & 3-4 Mild beam Level 3.Cre Top bar wan= has Ida rata setts a Oa ranee - - rata.0 1.1.1 -III Le •TOIL - TOTAL ITII• 3.2.00 In 11.0• is 11,1.1 TM RIR scene AT 11133-n0S SOITOI Sim AT I® -SSM 4M 146 Korn NO ban Lan 1 4R POW) O re 435 any ] -0 -0 0 1 1 1 .00 1 .00) I L.4 1.701 1 1 a it 33: -0• 11.1.2 TOP STM Mane At Opacel Iolta an AT l0fl TS (le - Sllitla - -a lira']) 41ICR® aoin 104 101 l•) In ban WWII ( Rd la) • O nn Lan S -A 1 • 1 1 S JI) ~ 1 1• a 0- I .00) 2 1 .47 .41 1 I I a 1 I .I4 11.1.3 TOOL 1Ma Or ®.A • 45.0 )O Malta • w. a. • Ras SObt 1 0 eels 5 u0 5 to O t•• IOUIa Weed 0 aSs • 00 either •100 013 • 100 /a or 0 1.15•AS0 0t Saletrteit far ewre hinted war cola 1 • t r)• paw bare lined un0er cola 4 la Oa0 a Y saw 4 Of bar edar of a cola a or awn t. •Meer S. be Weber of bars Wad 0i•r Cola 0 0 0. L bad is slaw no of Ye 000 Cala 7 Or cola I. whichever is agar. Page 7 (010 1 • 1-0 land Bel li - S I B A S 0 5.5 0 • ra BROR AP O -a.T 4i• saga Zale I Operate a Rea ant hell War 0ll0a t0) el anew of oaressia ether to tt]vld of trim 0OW 4R snags of 1302-102300 4 •iznp. la 040. pal 300 no nirrp as tsWitnd 1.2 pat CaS .. TO- 1 xT ea 11 w Wan 1 55 pa sahl• aloe of a (to)'V3 caw= ISa cop 11-3l a a pwiaabl• Value Of 1- 8 aa'1/3 governs AT • 1 a wi00ri -t 555115M 104 no renforesat rewired aR• 11 -101. for boa only 3 •tiriep repeal by a l »4 054 a 11 -41 p.V • I. Lan • 20.00 ft (het an to 1.00 to 21.00 ft 1 O ere 310. 04110 As 0 40 top 1/1. ft in 1 Ott N /ito ire in Ye a Sta0n 00 .00 33.10 • 1.20 5].50 10 2.50 33.50 Ls 3.90 11.00 • 5.20 13.00 25 LW .00 30 7.00 1.00 • 0.10 ».00 40 10.40 35.00 05 13..70 00 13.00 3315 50 15.00 »,50 55 14.00 74 ▪ 10.50 33.50 se ▪ 22.10 52.10 33.55 -41.27 -00,11 1,00 -10.70 -15.4 5,01 1.55 5.01 20.83 21.00 105.21 »],Oe 200.71 210.30 211.17 101,30 14.•0 131.31 00.01 17.0 (2 1) IOM SN 17.0 IS 2) WAS CIOX 17.0 (S 2) 4aM 67 17 0 (2 3) Dna hod IS 1) (3 1) la 1) (2 11 13 1) (a 1) (2 1) (2 1) 11 3) (2 1) (2 1) (2 3) nap ad 17.0 (3 2) fMa ad P0ge Caren wain of elasticity • 4031.00 tai Cop htt0r t • 3,00 values la pnetae a (•pc /ws Mlenia) rata Dann in W. »I leche. Oa•o0 04TPI • am n. mane LL eleara ( () .00 4.09 21.51. 41.17 .4 .72 .10 17.0 (2 1) Mu. 0 r ,4 24.70 15.00 00.15 ,111 .4 17.0 (2 2) •RIM OYd 1.05 20.00 22.5) 4.4 POW S land L • 5 -0 IR141 ba) afR -6 T- 0.50 01 -92 .0.( 2754) .511323531 .10( 3230) 2/2 a Pro ect .su Project No. Client 413 PINE STREET • SUITE 3® • SEATTLE, WA 98101 • P: 206/343-0460 • F: 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING t 1d 6r +a 5 Leut I - 3 1 ,'tu VL F` 37g.z k 6r.ol /,6 14vo( 3 rnin= 2o' P = 37S.z" QQt- / 0 1 ,3 F Lc= sa F U L L= Co 6L� 6i' 61' 'in .4 x OL. k u:: -S z• nL 2,sp3F Designed BY j<yz,Nt Date: "I ///06 Checked By Sheet of lows E x SY RC M C. 15 1 9 p ri.° 3 ti G 0 EDI 1 o tb ,V ay C1w ssc 4::: !P. 000 eon 0000uw0,.,• ao1 aaaaaa00000 6 a a I t !i 9 1 7 I a E.F 888 ,.: 111 I A I 799 ? a:: I I I :, b a V ; a� a � 1 } E: a i e is 9 i iii e I :Y °. 'i I ii I !! r I :: a : 9 • 0 a e C9 • L C : 9 a i la a 9: P Y !lb 4/12/2006 12:56:49 PM P: \Southcenter Design -Build ..arages\ENG\Posttens\Building A\Level 3 \Grid J Level 3.Cre -' s nea.50 12.0 1112 00.14 .11121435 23.72 11.35 Nam of dad load and 31st lid ODm atm Iab1M 1 ssin -•14.51 424.17 10.40 - tae (or e113.1o..MUtY CteeW I 1.0404. 1.0041 1 a 150.53 -00.23 200.71 5.12 SOS S . DEAD LOAD •OtalTI. • OSACTIONS ' 0.E SPAN NO N55'• (a - ft). 15.E all SOAPS 111 • 5350* will• 05110035 SIr). all) Sin) 1 -144.12 403.31 2 -3••.12 05.13 mote. • • Canterlia eat. 001111 . 1.7 WViaial (53 . e- 5.4 Ni Men (5-ft) •• 1 0.•0 -143.75 • 140.40 .35.14 3 204.115 -20 ▪ - LIVE LOAD NOSCSTC. i •IACTION• . - -4.i LIT. 1OA0 WW IWY11 (a sad =SRea 0..) .0 rialto ----- .. - -WRA WW max W NCE W ▪ am left right 2 3 4 5 4 l • s HD 1 larid I Loa 31 NOG, • • [.104114 st• a - 4.2 SRm a ro 4.3 C95 NCI (k-n) MINT la Ma a CAL ea WD 3 • • 4 - 3 24.21 -3.0 30.52 -145.0 a 74.310 30.7* 125.12 -145.50 2 37.35 4.10 105.44 - 23.45 .0 .40 Meta, plat 4.1 Vanua 5.3 values are a11a Of all appal a la.dng 011440 • 1 1 1 Sot E1DC1 TO na -a-noW TA IS C C C a D DM LOAD SWOTS (k-n) -134.23 403.25 405.17 • - SW a Di a la 1115 ND 11 (t -ft) (arid J last 31 - 545.25 12.54 Tint• • y -424.57 33.45 27.24 7.2 i S 2 D e S D LDa PAOO S'S 0-h) Left aiWpi • right. S PAN a W au 0O Ea .L 1 3 2 • 5 i 1 112.75 -411.0 - 304 . 7 a - • al 410.53 - 12.44 1044 N ast • Left. S1 *O < r15t• ale m W ma W ▪ f i 3 -433.07 1055.0 00.00 337.34 -840`0 5 - 1155.50 - 1015.55 155.0* 432.15 - 525.50 Nn. • • faeto1 -Support S - Nara rag -10Iot 5235 MO UMW P U,C 5.1 Want SSWS MN0 MJ3R1Wa N®O, Pr •i.a 1 • 1.•10.35 rrai• 14510 pt.Wle pith .trtSg0. portico 5411 aytrt 3 • brad Cady Ds Sotjln, 1 - •1.p15 Wz.Nle 2 • partial parabola • harped take .500 • O•IL• TYPE Il /1 35/1 Y/L 3/5, 1 3 E Y 5.1 354374 •CST-TNallaille2 YMCAS PN0 TOMOS DAn Team editing ad. al.Ow. MCI 2323x35 (CST= AIOS YMCA •• DISTANCE Of Oa (L) -2 < P/A Ma Ma . M1 1k/ -/ Left Cater 5150. IDU lei-) Ora Pei* • aria J Leal 3) 555.505 32.50 i.ii 2.30 3.25 0 1.0 23 1 23.400 30.20 3.30 31.0 0 23.25 2.353 100 SWrWm. might of strand 1145.2 u .- Y1®W Ann CIMITDIW -• - Y1a M MOMV p/A - 144 ION anal EIWC• • LI2T ern Part 1 .00 341.43 355.55 212.51 23.51 211 51 2 354.52 344.22 .00 23.51 213.51 312.51 Plat 1500151/ Nara POST- Ta5S1O5INS YOn ( 5.0 •SITICS •TSI.SI• (pei) (tastes tbmtpLi91 SIO ET• TOP • Mena TOP 5011 ai - mac arc m m - ai - 1 3 4 l 1 -•31.50 1203.05 a 211.37 - 115.]0 2233.0 - 355.0 N T.: • - tat -of -support 5 TOP Dona ai -T T ear -00 400.12 -•0.00 155.45 1212.25 5.7 POST -T®I00 •AL•SCID KOMIMT a, MAPS •lECTIA • •AS MONSOT• Ii -It) ...5PU2WCSItI- SPAN left. 'adman right* all) an) 2/3 lea. 10 IWS0 J Leval 5) atat • . t•n•ot- .00000t 15.2 W M 153.50 7.235 L- PACTOSID NON SETS • IS•CTION• WlNOta W 1 1.200 • 1.0L • 1.00 SSOo4aq S' offset.) FICA= DiSMW 515 It -R) Left. - rin W M Nu W NMI an .lo 2 - 4 5 s 1 -30.40 34.25 1203.45 251.41 - 1071.15 -453.05 2 4157.0 -422.23 1422.0 100.42 -121.71 34.02 m. • • faeFIWAItIlWat •Om1ST MINUS (left) Set., • • 414-.3- appert 11 -wiLD STEEL 372.7* 413.05 10.4 WRMW IROnS 15.4 PK1MW =Oa IOO1S (S.f m 5.. 3436 4323 ..0 5 -- OWY aim -- RIM m W salt as at W -a a a • 1 1 131.05 51.75 4 -274.04 Pap 3.1 IDrid J Lai 31 • PWn1C WilOWA for M5-10.2 M 535• 11135 CAA[ Casa RV50 colas 144.500 42.042 .D0* 172.50 252.31 223.0 241.54 -314.10 124.07 73.0 250.0 43.31 • MOLt Myelta . tattunad Idaa ga) m support 40-50 loath LW .dam meal llaOL /.Dal •il yam cut-off lath 344 .Sere Stollla th /an, .. .23 Top bar atomise bOmd share tt0atnd 12.00 L B otts MW •tasla bor a woos..p.lad 12.00 L WIOOC.ar hand on N WfR5DOTI• of tatMd intents TOAD. IIWOpl a Pala • 055.4 lb MUM= • .4 pat TOAD. AMA calla • 3405.0 1t 2 STEEL AT MID -•PA• S O• BOTTOM L DIfaaf 1031111 Canna L MWaD1Ina Can= SPAN ut2) 1 1 4 7 I .DD . 00) 1.57 ( el 4.57 . aa) 2 ( .Da .Oa .D01 1.0 1 .•P 1.0 .D01 I 222 1 El ea hiss �e 3 tig i ?.. ......... ;w ... 0 a::aFa ?a: F722a:2 .aa:F:a aam :aga:. a ":aa ? s F """"F:aF: Alia aza t ! 2:x•:2 a ft- I t 8 • A a.b 3 ` 1 - SPA .a{ 1 - C•tlrmr 4/12/20012:57:27 PM /Calf {YMMW RdCNAL lmfl p0Raa0 wRY Ins tole as OM. Rata 120, Ym0 atT. Califeas Men ADAPT-PT gal R6 -fl YNVfAS 1 @i T••lw 7.10 ANISCION (AcI 314-02020431 won Cwg610• - tttti at* ONQw. *rata 1733 b0wlw Road. Rib 334. ROp00 CSN. CWwrsi. 24041 3aww 145013043400. 1at. (050)054-0070 8411, aupportadaptedt.00 Oa LLta, Mtel / /a.t.ad3pbt.ts DAIS Ac Inc w P10ar mM7=1 age 6.2005 At Tla, 7,43 agar 3733. Odd • Leal 3 • 31002CT TITL• wwetwta 0.000. •lda a Grid a Leal 1 1 - m 24WIfW lmml afawYw w 28 days. for 11a140/483110 5000.00 gel fed LLi 501.40 p1 Mc@ a N 1010 011T 248 WIN /CAR 4031.00 M for Oral 4031.01 2p Clap fssa for d.fawlar fa 5104441/a105 2.44 bbQed NvC 4 WI N W lane 10.60 ps atoll 48.481U limits INdpi. Of 37'001/31 At Cop •.we At Setae •.•w Comma= areal 1151.10 alltipI• Of (Val l at an iodations .400 nmpoaar Taco strength 40.40 La Main cover at $ 1.00 WU a M.704 at Caen 1.54 to 006- 0=0l341310 area •m0 01Hwta 0tewpl 00 .[rata 270.00 RI P apa 2 (arid S veal 3) Atflp aff.tiw strew in aid thrall S trand area an m of diskta from TOP an N. of tads from Write for mnia Nat as O. of toad tea WITCO for aria Opal an 4848000 0raada.la Nu spacing beaten .tn (fat= t •TW depth) Tondos profile ty . as •Nport widths AMIT.y O*riONSI an. R000t_ 51St- ml1 Nam= of math over apart to Ifla.W 1Wet4 m0® to f0 of art Ted Liawd 0001f/oath= olloadlndr10 walatrlbydl W atesly flags width mld.t•tia U. • effective flag. width laluntatd re rant 7 -ZNPUT 41004•TRr 01 N I ft in _ • 15.00 • . • 0200 14.00 3.1.1 PRINCIPAL 5105 DATA of =FORM awn AO•t -t 0- 7.10 hal-02 174.54 td .153 L'3 1.75 L 1.70 L 2.25 L 13•.00 gel Ise satire 5) 3 -pa 1 • Rectangular section 2 • I or IUated L •n21w I section 4 • ataded I or L NSice • Joist I rp I Vela ram ?La PST laTIRtl O 00 .iota thick width tad man left right in I L in I in In L a.. - 1 • 540.04 5.04 17.54 20.00 34.04 35.00 240.04 4.40 11.50 24.40 35.00 P:\Southcenter Design -Build .aarages\ENG\Posttens\Building A\Level 3 \Grid H Level 3.Cre taw 3 (Ndd • Lwl 31 mut • Ted a loan Ct a Cea 0C) 3 -INPUT A••LI•D LOADING 0 0.p • a q1442f < YID= L ft L n 0 a v D L t a. a 0 O L 0 D vac Tm 7 • ant 11 - Top r Surface to [.fawn 1100 3.1.2 Qa6TIR $1011 DATA M 411C74214 RAO C e p SPAY 34.60 4•.00 4 48400 atlas t/t LTA OIt/et) 07401194 484805 a i.a- SUPPORT •TOT• AND COLONS DATA LOS* a an a 0 (On) 0 aC• an • (OW O c . if 15 It 1n is • 4 14.40 u) 24.40 dl 24.40 41) t1m a O0t0 m ... (aabt) 1 rind at d atw Waged a d at f . Had at ear ea rolled vita ratotlwal !Laity at far tad ... 4 TAR ▪ Rho w• U • assn P • RAT.. viraen L • LIN TAR t • NCaWLla N • AMMO MST la• Ian pat m• ma mat tpatr Ara •stn lat and .mated as Ord lo.diap 011t eacnt•N Y • 150.4 pt laa•Ity (ta ... To 1 (N p C ...MI Total a TAO 4848 CLASS TIPS t/ft 1 At ft 1 It -ft or t ...ft) kat - 2 3 • t • 7 0 t 12.40 02.00 .dew .40 42.00 (Odd • Lear 3) 42.40 Ca. or •At. l 1 'eft or ft -ft 1 1/3 43.00 03.00 7.04 43.00 2.10 no Lin Wa3W Le 464800 will • skip freer of 1.00 (14011 NT) ( 14-ft • ft 1 • .00 (1) .N la .04 (1) 1.440 .303 1.77) 1.004 a a • 370 .e0 48.50 a O • .000 43.40 43.40 WRt mn06a117 1190•Ya WOLw tan WAIN= I. 462010 with • skip fated of • - OSLOOLAT•O •50TI0• PPPPPPTII• 4.1 tar 021ffl awes ad alma wry Tni_n NIMO N M AIM N 1 r ilNea 37.0 7.57 2 1723.00 37.43 7.07 Natal gage II • - DinD LOAD 000501$ 35.1 •PA• ZZZZZZZ It -t)• *PAS 0111 elan tad. 4 a 3 1 410.25 -m.a a 455.55 -174.57 N otes • • Cot rlia flat. JOLT . 4.3 mCTIYN IPA 2 41.07 147.04 3 •..w S- 1105 1050 YON•ITS. a < fat• ...... mw -_ -• right. INPI an ea .L m Ye Left rlpbt a 3 4 • ▪ 4 P. NON. • • Catalw mt5 Art - -1 gap 5 am 3 -- 0.1 LIT • LOAD as Men (t -t) and WEAR flm CO -• •- 4.2 $0C110411 00 34.37 W 34.43 (Grid a Level 3) 12•.23 134.54 -04.04 (arid I level 3) • of a 40.40 .1110004 41.00 .1l10•4011 7.1 5 . O O C • I WAD LOAD Mere (t -t) 2 3 -017.00 1.00 •faalw Pita I m 1.'• W • A•ACTION$ • as trim (1) • -2 48111 SUM > • <- 4.4 COLON NOOn (e -Ito LPw Culfls....gpa - -10na e0 370.0. 170.40 .40 52.11 -20.37 15.40 S -I Cat.( 148480. IR -237 • Dm mac • • Crra tT1va W W Apt :n V- 7-10 MS -23 Sate. Slot 4.1 through •.3 yne we ate of all sidoped reodIN wsa 4/12/2006 12:57:27 PM P: \Southcenter Design -Build .Larages\ENG\Posttens\Building A\Level 3 \Grid H Level 3.Cre ' a -545.04 454.15 -1315 1 334 ea 174 a. .05 *12 41 ale 01 31.81 Pots. • . fora- of -ewprt 7.3 la 2 0 C I 0 LP{ WYN saes (loft) left• 4 aidana 01*t• 405 W W W a • 7 1 -11.32 1173.70 3 -415.53 11.31 Oa'. • • fat.- of -awprt - 801 00 0400 5 0 13/011•3011111 O-ft) wale of datl lots and lire lead epr 05502 omb4a for serviceability each. 1 1.050/ • 1.5511. I left. < m r100• 315 W Oda W 1 3 4 • 4 l 1 -33 009.00 545.1 -3234.44 -rn.00 3 .131.0 07.53 301.0 - 302.00 -04.40 Met.. • • ! are -Of - mNWt • - 1113.11c set 504 -Iola •15120 PAD 7011O !•31140 5.1 ..OD. WPM fa wN1e31111 a vas Span. • rw6esa - 5 Wale Waaaa vlt straight Mans 0.1. Mart • • tape- Ia Cantilenal 1 • olyed parabola a • partial par•bola 1 hyped a Pad { awl al ADAPT-17 V. 7.10 ACt -Oa 100000 •0OPIL• TM 01/1 1/1 O/1 An. 1 ] 9 4 5 1 .100 1 .100 .000 f.3 - ®1L11D aA -]ilia man f! TOCOr tan Tana eating an maleta. AC{ •aacrt �•• ••_ ^• mrC?® •40.06 -- CfL4mllI311AV104 Mace < - MIMICS a On tin/ - + < PIA 1 1W 5Ax (k/.( c@ .( Lefe Riga (p1l lh - 11. 1W-1 , 012 (0 2 3 3 I 0 7 1 37.50 2.35 39.95 330.34 1.0 O 30 3 075.25) 31.25 0.25 37.55 920.94 a.ne M fppamats weight Of Strand •a.• N 5.5 *•00x409 10IMJ1 PO 17-785/120111114 50120 (tap) <- MAO 0 Rant 10xnon -a - WO 0 4109041 •/A Lan a - tn Cate nom Ina �s 3 3 4 5 5 7__._ an • (arid a a0a1 3) 15.50 310.06 2L1.51 212.01 211.01 Meta. • . f•ra -Of -support • . a • t t • a l s o . . . . Ipi1 Iteetaan sawn paittve) L{ sx• 150 501001 OW 400011 es -x Y Sea -i Na-C Q - - • C 0 12 • f a -51•.54 -ua.53 353.53 151.2.1 a 414.71 1540.37 -30.25 teat • • fee- 0l -.2pptt •• A• sits loh• •le•po rifle. sea) N(r) l 104.07 -432.27 730.54 a 725.35 - 443.23 10.47 0.51 0.51 Mete. .. !map- Of -.yptt - ] Lear colas 0pr a/c@ v 156.250 005 555' 5 lead • rant 3) 1- •ACTOIS0 0000•7• AIACxtO•• Calculated a ( 1.200 • 1.004 • 1.00 14Caat y at strata 15.1 A..'p® Otto miens (t -ft( left. •id.ps ON was - an an a -1 0 30 1350.0• 743.2• 4 - 481.08 1240.07 7103.21 WCs. • . fora- 0f -n{pea 15.2 AN ANtlC C-OS (t -ft) 1 01.01 355.17 52.43 341.05 Men. • !a- 5f- 5..654 u - :0I10 5755/ N Manta mar -T 440-12 ea-? et -C l • IA LafCxD 5005015.552301 & WClli vice canvas for 10-AT or pox 87870 - Mae steal - !Meat Cantity a factored (drip) flea 433.71 -443.43 503.55 - 345.34 2/3 • 548.75 137.57 riot. Walt - 1040.93 ma 24.30 15.2 7aTO0 ossen a • 502• Cana an It -ftl (kJ 0019 W an min -1 a 5 111.05 41.35 x1 -375.15 7 3 351.44 231.31 204.54 3 16.1 73.O 300.25 40.1 .5 a03pmt M -off leat4 for air stool llfyth/•p•1 ... O 95 15 (Grid • ravel 21 rya out -off /earth for rofo stool neph /pu .. .33 Top bar a6esfm bayaad n en squired 1.00 Ls Data Met atomic@ anal nOen neared 1.00 is tamed a i lir93o ?dc@ Of fanned nate TOTAL emit 0014054 • 998.4 lb 10354 ANa 1.01131213 . 150.00 ft's AOYN[ a .4 pet 54.2.1 8x11/ AT Ntn -S•AM TOP •OTSON N ODo®] •NN C017Y]A he 03)40 a 31? mN C n 5555 lit ]I < RR CS 0*.i•4. Ifs']) < OLt - IO-- p.]04> 1 l • • 4- 7 • - a 1.27 en 2 .50 1 .00 .00 1.57 1 1.57 .001 Ax •OPPOai T0• 40 502111a3 5405 corona A AA 010.04317 MAI 120004014 01500 !a'al < IO-- p.at4+ Meal i -4 6 t 4 1 L30 1 '00 1.34 ! .00 Om) a 3.14 ! 1.50 3 3.14 ( .00 3.34 .0) 1 1 - •c@ Mal 550 an-a7 IMAM RIIM LWOW Manta • 5000/ want (lull Samar alma !01 • value a • gad it seer .pale. •u Neciap of eye 44 5!540. (Ty. 40000. p!) 105 . Vu .. • factore0 area sad an inquired at effects SmlobN Can .. 7r • 1 'C! Ymar geua Art a sin passible war of I tfel _ a/a pavane 3 on peasible 010 of I(!e)'1/a weary att. for TAR COrtTLFO (If ury) Ma 4.00 IS at tip Of antilevar. and Lb 1.50 in at first auppt 0• 3.10 15 5.65 1• 11.00 14.40 f 31.70 5 24.50 55 11.55 . a •.lo 37 .25 .55 40.15 .l5 44.50 .55 9.55 52.75 .f0 55.50 AS '5.90 As • 1 a roisfoest r.Oina Pape 1 Mild • Lent 31 2 W ni*fcfcnt [pined. for see only 3 ttarry repira by analysis ON . 1 WPM . O3.05 t la sit fa 1.00 to 51.05 ft 1 a e 74 N 4039) As 0 11 0503 a/4. ft Aa t k-ft 7u/Men 11 /ft 10 •0 a PPM= 6 4 7 5 f-1• 53 -- 4.1 35.)) 35.00 38.00 39.00 29.51 11.45 teas 5 5.34 1.20 35.00 150.97 .54 245 (2 21 YM COLT 55v 47 t 34.• a as- a1 OLT 5.1 . 90 30.0 11 21 a CMS 554.15 54.5 11 31 554.95 1.00 24.0 13 21 1115.55 34.0 (3 1) 5 ONLY 34.5 (3 n Wet COLT 1375.55 u n 101.57 12 u 153.54 t u 101.33 .55 34 0 (1 31 MAIO COLT 1139.53 .77 24 0 (a 31 0210 ms . 50 1.07 50.0 (3 31 1.15 34.0 (1 al SA.37 .95 24.0 (1 2) WM MX 354.0 .74 34.0 1 31 IMAM 5410 101.5 34.5 (a 3105MILT 54.0 (2 31 15x4 MIX - 515.45 1.01 34.0 (1 2) MPS • 2 M al 4/12/2006`2:57:27 PM 33.25 1•13• • 42.05 ft 1110t •p00 Rs 1.05 to 41.00 ft 1 1 4 Va no Dane It 46 cans I/4 ft la k It-ft Vanki•Ve /0 L VO at MOMS 1 f • 5 -5 1 0 5-40 11 .00 .00 37.25 -142.47 -7941.40 .00 3.10 31.10 -790.79 -534.79 1.43 24.• (1 33 .10 4.25 29.00 -114.04 - 40.22 .p 34.0 (3 31 •3O f4/LT .15 3.30 30.00 . 109.74 6.31 .0 34.• (3 2) tan 061 40.40 . 14.0 a w 3) a6T as 15.00 OL 50 lis 350.25 6.1 (1 2) lane at .30 14.30 24.00 64.6 005.13 1 .15 6.4 (1 II ease 13 (MO • 10•1 3) .35 31.70 25.20 .40 74J0 31.25 • 11.20 32.34 .54 31.00 32.75 A0 32.43 1.20 .44 40.30 25.51 .70 43.40 22.00 • 44.40 30.00 .50 45.40 .0• 43.10 30.00 .55 54.•0 3.6 42.50 25.00 0.42 21.77 34.57 74.41 55.03 169.27 162.4• 167.6 1355.07 536.44 1374.6 70.90 1740.6 1140.17 47.6 46.17 415.•1 1.14 .6 .6 .13 .l5 .•3 .01 1.•3 1 73 1.6 6 34.0 (a 3) 05 34.0 (a 3) ladle 061 00 6 • (a 21 MIS Oda as (a 1) 54 (a 1) (a al 00 (2 1) Ol 14 0 (3 a) ECM CULT 24 0 (2 3) 17 24 0 (1 11 11 34 • (1 n 01 24 0 13 31 Ole 06T 1l 24 0 (a 31 331110 MT (Orb • 1••51 1) 1078 -37 V- 7.10 16 -6 c ast . mettles 02 •16t1elty Be • 4031.00 6l Craw factor liff•Rtv/IfM4... Ida to asOiofl 7 • .•0 Ohs* stenos• emend •.0110%) 75 Of •4OHm 10 0110.4 foe. Velma 10 par .tbsn• Sr. 16110/nr 45fl4alml ratios RILRTIi w l4 L Llau. 000sMd Marin 66 6 01•f elaT4C15•P 44 0W R411n06P -1 i • f t 1 .09( 7053) .31( 3430) .40( 1040) 2 .6( 311 2270) .ai( 3143) .6) 11)4) P : \Southcenter Design - Build :,arages\ENG\Posttens\Building A \Level 3 \Grid H Level 3.Cre -' 3/3 Project Project No. Gr d K L e..e.l 2 /3e,ro... PL,lojr,F L,° _406 WJ,iC -2-0'- kw...) QD &rid(M Level 3 Bean— to ( LL= —Cyr F ?rzlrs= /S' o'' Fr_ Z61-.o' 6a ' taus F t*( 6L . z6= / 6 ' 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343.0460 • F :206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING a 63_' I 6 z ` DLi t. yt E4' t% k W /6 ib * /e 1st Is • rn t L OL k Lis 4,S k: Y'FuPpiS 6 p�s /0 tSot6o ra Ill /0 / 9 ° 6L' 16 5,,, f 6 , Designed By: Arc r'l Date: 1/ 9 /o6 Client Checked By: Sheet of PT- in 3 ODD ODD 1 aee aid a ;w .ww nnn - 6 t I bg 9s 1 Ba d U A t 44 44 da SS SSS SSSS SSSSSSS ww ... "SI: .w:2.. s ; ' s ":s: 's: :sssS a aS aal KM g g J s° il ls OM ODD 000 004001 zzaa SSSS ran a 44;4 S SSSS SUS ae _1 :1 S y .I d . 11 Sa $ ,, 8 • •I SS S si S :• SSS 1 8 .. s.. 4 i Y • FFS. SSS I ti :AI s POPPOOODO aaaoana.J 1 t limns', ss• -sal i po I ai w S 9 frzl FUFFF gasts | . if ! ! aarit .! _ I a::: mg § j -. f § § §.!�! | \ ; | : �■ ....\ : § !M! _ : ..3 /{I. ; .. ; ; 1 ,C§ I ACC: 4 CASS UZI C4 CM 2 ... ; IF ... | O ' OD rg gga :2 :SSei2 :2ii h & e • a N1� bD M pe ▪ E 6 , 4) N d t• d t9 a P-1 8 4.1111 $e e I. if I M • c 00 8 ■ 44 : ‘110:11.1 o Vs g E A: 2 ::222:22:2a22:a is .aaaa :aaa3 C a aaaaaaaa 2•:1Fr:•1111 ] ,:IF:: alai" 1^ A a : idaaaai Sa a:32: ^4.a:, i 111111 1111111 I ' 111111 11 11111 3 @ Ap g g ii if y SY 3 Y : 1 to • �1 1 S i Milli Milli 441 1111111 111 12t g : e .................. 11 222 C BC. 32: :: :F42: 4 144 g 11 1 11 12 22221 2... S IC aaa ...... ^ iai Sq : IS a I 82222.. Yip 0 N. S2 1131 H Il 55 H H A 1 i a a a 2222 a:. 1111111 1111111 i M S 13 a fitiza 4/12/2001,2:58:32 PM "VS 17 10[10 a 11101 a 50) MNFR v - 7.16 1147-42 70 43.40 53.47 1337.54 1.53 al 24.0 (2 1) .T ♦6.50 10.00 67.01 1150.21 1.43 .11 14.• li 3) e ♦0 60 01.1f 910.01 1.10 .1e 14.0 11 3) 5300 50.a 655.37 1.00 .09 24.0 (1 21 SNP CMS S0 65.50 14.00 04.42 420.61 .l1 .09 34.5 11 21 MSS 1161 60.90 9t..O .61 .55 34.5 Ii al a MST 1.54 45.55 25.50 105.16 - 210.]3 YY IMO S Level 3 p) WJPf v- 7.15 AS -02 emc*t6`♦ eelulua of el96iie11Y 50 • 4011.05 b1 Crew [.stet a . 1.00 le[[eltive/1950..... (OY to el,Qlgl a . .l♦ Role suave met 4.01te`I'1/3 csetlg of estlm L ells..d for. valve is 527501503 Sr. (.5 I e N[lestlml 113105 • 111WRii An ASS 30 iemt.. 0O11110ao O0a1S111. ...... • MAN W. NnR 131.1 U. R.R•W1Y5 3 .10 .ul .111 3421) .35) 1111) .541 15541 - .64115112) .221 21521 .111 35401 .161 15171 -.041 72611 121 25041 .N .001 1 .314 34011 .211 2 02) .00 - ei - .611242541 .101 1474) .411 1511) P: \Southcenter Design -Buila ,,arages\ENG\Posttens\Building A\Level 3 \Grid K Level 3 EQ.,re 4/4 ••55s ISFaS 1 I y 1 j I 1 Ka I .9 Ka ass Ka:�CaCC 38585 :2202 • 1 " • :12 nj • • • a .1 BS ... OS": CFSaC Esaaai • !9Fee!sj g F FI V� I 5• :RR S ° S F i III I! :leap ; I v a 18i8 @88 de1111 �.n °°° °°e e°° °°° °°° 5 ant aat ant ant ant ,1 1 t el .i :i Si If? S a ya p p 2 s | §))t? | |. EWE agaa gggg ! | |, ga |,...... || it || HMI Hiiii 11111111 111111 114 U h t ^.. M =9 221 1-4 if i s Cog M 222222222222222312212 114 ,,,,7111117 .. 2 2222 c .e ". sass: •211222 722: •• 1 :21 5 Mill HHVH 0 11 1111111 Mini '7 y As "" "3 3 ...... 5 41 f 3222 : : :22 :22922 :3; ":3313::2 :: :a•� a:: 33 :...... :333322 1C:CF"SSF " i t 2. H TTT 1 f H Milli Hill 11 1 101111 Hill : 1:z :3= 32 E - 1 : ....... i " ".. e 221:22:222 221 2222: !.2_2222 222 23 2222 S" ".233 i2" :- 2 71177'7111 0 a is 222 1.1.2 121421722222 2:2F2 :212: ▪ a 22122:2:A" Ne 3 S ▪ ,S1.124 22 3 en M : C 1 F" 11111 1 11111111 : NI t 3 S a l ..... I 2 1171"-; ily 19 a ' - a2a -a a : = .......... _ i C 21 i 1 ^ ' "211 :2 ^ :i Mil ! y a t 2223 • i { t &it 7a .... Project No. N Le ✓el 3 TA 1 d' /1/ -01' PL- /O,n( LL : Sops( F= 2I N,`f (1) N !7' a 4 Ta,n= 9' -heist s• It' IL• As' 1,1S,;, 1 ,, fly C a4Pr l,rwrH )V4 A C, COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 9' C, y3• i St i z6 , Y3 / 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343 -0460 • F. 206/343.5691 i5 Designed By: £/2,tt Date. a Client Checked By: Sheet of P -f- 0 0 i y 8 I e i 9 dM 8; A i a 0001504000040 I 8 8 P a 8 3 • SS 444 Ni gg HH iiaa s1 88 EE ; a ° . 8 ;8 '• a ' ml el mt mi I g j 1 :! b • eR e! bb bb :y8 a a 3 ti a ei $ 71 I 9 ;� g i 5 a I- I i b /66 ; Hi c 4 8 1 4' R I a i! I.I �E ni pole a mole Doe ee 4001 I 4001 aea ae i $ ! as e s ! � as es S I e Pt— 131 rIS a g I; A' ?g ! a g g a" l ads 7 I a F 7 R: 51 S8 88 i{ 3 if hS . . . I 4] SSS„ S S " x S ^R _8 7 PT -632_ Es rii is p w c 6 c M LG. mg • C7 g t q s oP b0 CZ 4i O on a: iii iii 1' III III gix 3ed 4 SSxx a . :a :222:2 :3 :CS S.. . a ii H H H 22222 1111:1:2 112411:: i .337.3.4 :22:::22 I s t SS 5 4 t :12 22:2• : : ^x::: I = e • . Y C k C 4444. ? ............. g Ly 11111111111;1 i C . 2a.a2 :a2xgaa,,,.,..., . 15 {���� 4t131. S 2.Y:. ^323 a??.......... •2 ? ..... ? 444244i:2Si:2S ""222 1 :3 4444... 58 ........ ? 4444.. BS a . S 2-n::: 112• 21C 1 :2 1 32a:E:2:Y2232: C et!: 11S::11x €13 nfl:z 213224 S111111SS4 Y 1:x or I Ea iiiiiiiiiiii 111111111111 ;1;1. a s x22 11 1111 s S • • r. i . P7 -133 a Co 0o N CD CD CD 3 yr 8 aC 1 ;ia3xxx a- saaaxxsaaaa xx- xggggggagg a as- sagas -?x I E.aaaax I : ... • iii :: : :: :: ::: gggg. .....g ^ ^g.gg' aaaxxaaaaaFaa.x : ggxa ••�x.d?Saaaaasaa -•- aaagaaaaxaaaax:axaas a,. aaaxaa :adaa:aaaa a €Anna: i 388 " f as ^33 783 � i 2 a 4 a I:- q 11 = i : Y Y ,l 7 a 5 • RR g • ' 1 R " 1 en H "a g Haa I iS 88 888 ileii f I i s Y ol .i U I : ' : 4/12/2006' ±z:58:56 PM 7.3 ICOCCID Lin Lm 10•T11 la -It) left• 4 •!dews - riot• war max W an eta ma 1 .Oe 14.37 30.44 Mats. • • !ace of egyvt 10- 31CToa•O MOMENTS • 15•CTION8 calculate! 0 1 1.300 • 1.4041 30.1 PM1030 tenet IO3in 08-10 Lft• t elYp! rivet• nit ma due wax ale was eta I 3 I 7 to 134.20 t 8. 34. Mote. .. Ewe of •ypat 10.3 3•(3(•45 WC lS 1e.a 0M9v0 COWS IoOrw tett) ro 4 -- 3aI0 fOLi - -. ... 4530 cols -- SOW? 404 W v W 403 eY Mw 7 23 -MILO •T111/4 (Ccee ewe tall 31 • • 7 1 33.31 23.3 ee 2 23.31 23.46 .03 .o Top far mittamica Ogwd elan emend 13.00 a lettw bar OOa.Ica pywd Byre r pdtta 13.00 a 11.1 -MILL •Teel - TOTAL POW 11.1.1 Toe en= ap.Mrt0 Aft 1® -•0• la=A 47Q. AT 1a0.015 13'31 -- •fl Tt0 - -. ILbI -- eitSit• - -> 00 4 ) I MT l0 < F Un LOOM 1 OLT 10.1 NO 00 LOD= - -1 a 3 a -1 4 T a • - -10 11... 1 I .00 I .0 1.10 3 4 a it ere• -a. 11.1.3 TOP 0itt alattIoll AT Opan• (TIN 47W. AT 001311• 114'31 - •partw - -• 13'31 - RACTIA .Wm 1 ow 10.) •! •m 1AIW ( OLT 10 • O 00 1011 'l 2 3 4 - -.1 a 1 0 • - -1 li -- 1 ( 001 ( .00) 3 ( .00 .00) ( .00) 11.1.3 Tone ROPY or 503e . 132.2 lb •7Ra• - 1.0 w1 mate Ma.. Klalo mbar I1st• 300 Ceti 3 end • is w1Rl..d band ca either •ry W. 300/0• or 1.3.2ta a reataaat for strength Watts wader calm ad 7l • nett of bars limed wad= color 4 is Owed a *Watt area of at veer calm 2 or calm 3. ueiWnr In Urger. lever of ate Beta udder calm r a eased as either arse of car Per cola 7 or calm I..htOLOa le leper. caw • Craver r fatal 31 ale P: \Southcenter Design -Build iarages\ENG\Posttens\Building A \Level 3 \Comer Beam Level` :ire 12 la ma m •-va caw nnw e ter rein!: ®e rewired Dye • (Cowan Dem Lete1 31 13 -Mama 0555 000L•CTIO•4 Caaete'e modulus of elasticity a • 4031.00 lel Creep factor I • 3.00 Values is paathaa are bpi /as defleotla) ratite ILLCIl0 ASS Ml. III Sates. 0453400 Penn tea 4 01 s.ttm m 0t.11..cm 3 0 0 1 .0 .00 45701 .011430721 .071 0451 2/2 sV trow Gri 6 1 L - 1'tiun =N' -6 f t /60.k &Pr' 3.S Leered 7 Lt a .rds r- 1 761, 0 r , us 'I . 6 ., to' k L L t 1,0 U /0 Cm) to • au' /0' to' Project No. S 0 W44"-,.So 44=4-- (cq.w• e 4 Client COUGHLINPORTERLUNDEEN STRUCTURAL'• CIVIL • SEISMIC ENGINEERING Designed By: Checked By: Mtn 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P :206/343 -0460 • F: 206/343 -5691 Date: Sheet s 6 of 5 I i a :x11 22:12 2::: t s %x2 :211 a a I 0000000/5 I aeanaaa0 3 i I 1! 1 I I I : 11 °3; 1 - k 9 5 +y R � bb 1M :21 _y a 1 I i RI :I 6i 11 ! 11 Iaa l OKll 1011 n y 3 t ' - SSSSS rams iga =3 x 2 2,} g ass 11222 2210 11111 211 o s 1.... g.., i a a 1 :as aa d 1 1 Haa _ : � - :: t aaai j PILO Ilfl 111 mph mEt nun I 3 n sE A! a 2/ !i3 r i 22:22220: 2x22% a8 • 1 ns Hj al . 1 Se .1 • 1 000000000 001515000.0. 0150000 4a400011n 222000221 222000 :I .1 e PT-'be 4/12/200f z:59:06 PM M.. • . CmtOt1L0 ®t0 .Ain . 5.3 aOCTX It) . 1.35 • - LIV[ LOAD a04a01Ta. •dotal L II•CTIOSI • -- 0.1 L i V i 40 A D RIM Meal (k-ft) 530 MOM 75307 It) -• • left• ...... • - Mew a HOC. Odrt fern -. pm wax W W eau W left right a f 2 1.3a 3.IL d • 1.53 Mites • • Centerline cut. POM 7 Wald 3.5 Laval 31 JOINT 7- • 0 Ii Sr• =CCM 70 5A0.Of -IIfOQ i s a • Ins saa W Mai i 4 W Motet ilea 4.1 tw* 6.3 Mla. On MHa Of all skipped 1451115 Nee 7.1 1 5 DOSED OMa LOAD InIe deft) Note/ - fsm- ef- nepest 7.3 I f D O C a D In WM MOORS It -et) left- atm • • face- of -.uprt W 1.51 1.10 1.01 3.37 .ld.p• • - 701 OP MAD We LPi NOWCW5 (loft) M ain of 4.46 led sod law load awn nuts Onaed for ..r•••0111ty Checks ( 1.0001 • 1.0011. 1 nee . IOrld 3.5 WW1 31 W .00 .00 4 HOC. W 2 aut W P: \Southcenter Design-Build arages \ENG\Posttens\Building A \Level 3 \Grid 3.5 Level 3.Cr1- a � mpon ---- Hgat• nds - 315.15 . n$ W W aas W • 1051.53 •54.51 i 4 0 4 7 1 7.57 3 3 x.32 4 3.N 2.13 Mom • . fta of -Siefert a - RICCm 'On- 'C --OmO OOa l WIC TOO IWDO 15.1 fMIIX TYPE MO PAM ISM taW1153/ Tor agent 1 • summed pinnNY 2 • simile paraC1. with Maid at Ovum over ngpmt 3 • timed Medea fat C•mlle•v. 1 • .-mile 501WI. 2 • p.ni.l parabola 1 - Mt take 7if1 111M1 53/1 nts alL 1 -4 5 .100 0.3 - •¢'in PCMT-TMEIPMEria Sal MO =DM DRAM Teton editing ad. *elected: pert an.0rrw 4 einna VMia CAIRAIn n1AY Rea •- DInSO 05 N• (1•1 -• ' 0/A Mal Mil Fp a (M• 3.5 Laval 3) 1001 m-) Left Cater Han all m -1 (OW a S- ven 2 701 .n m.33 .033 33 i 17.050 3.75 3.55 1.79 20.13 .na 3 17.000 3.75 2.31 3.75 233.33 .On 45 • 17.500 0.53 3.10 3.55 363.33 .033 44 2ppcWte eHfC e[ stated 34.4 L2 5.5 I000ItID I®7. Pe•r- Tlaa107170 ACM (2312•1 .- Woo CM AIMS C®3TIaa -• mad um Conn MOW. -1 4 14.51 ate- 13.24 1.f• 3.10 0.17 14 • Pr• •3011• 00 Gala AY Banat m -r m -C at -r •< m-T ma-C m -r i 3 • a e 7 e a -441.30 433.55 3 770.07 - ala.47 4 351.50 -173.64 at.. • . fn -of -.sport -153.06 1050.31 - 601.50 121.11 2/3 441.64 LP[ 6NTIll 1IOtf 7.10 7.50 lean 7.50 7.33 1.00 7.00 7.60 7.00 (pt) (tattoo .lea pallet 1030.31 -0.1.53 320.76 - 124.24 -000.43 - 263.33 -353.35 OOP 10 lend 3.5 Level 31 5.7 10077 10 aALAtean aOatIrA. MOMS •SSCHa S 5 A.• 0 ..... (14-20 M -20 -- . -- IS MIMS It 1- 000. Wm ii • left. Wpm n(ll a(r) at.. • . face-of -105 t 1.40 -joist i wow calms sops caws • • 19 -FACTOR'S MOMIOTI a •IACTIOA• Calculated as ( 1.200 • 1.604 • 3.00 swenenry wanes •E Wu) 10.1 name Oma 7.p It - n■ MM left* MOM= W W 1 1 -• 5 -Oda 3.25 .21 -4.73 -.li -•.00 .O.•• O.]a 3.42 at.. • . f.ae- of -.rymH 10.2 •aaeaf MEWS (aft) Page 11 (Mid 3.5 1.001 3) i 3 Meta. • • fege-x -Support 10.5 flea warms 10.4 PICT COLON 10054 (t -a) (M 2054 m W W max W 1 ] 1.56 .PO - • 2P ].43 4 • 11 1.57 • 1.31 .P7 .00 O PECIne CM1LIA for 0111-535 or OMM Rain - nnt*ea steel 0.004A - )net cneelty • facto.4 0d441341 ®t auppat at -off l4115th for wawa nose llaete /.p) ... span cut -off 1meth for Wlea steel lla0th/.pel ... H yR• .4.20 W 0 4/12/2002 1z:59:06 PM top bar w.wtlee beyond lama rewind 12.00 in Sotto, bar eaaelu be md.b.n refaced 12.00 ia ®m:dd f brad m No w•nnorin of fYota.d vatr TO114 MOST n Inn . TOW. nIA Rvnn • L 70 ft•f A R U M . 1.3 Pf •TPlL AT gift-IPA• TOT •OTTOK as OnPnnr IMAM CIUTInLA DilwaOt SOFA alma •M IN it <. - -016' 4).104. (L'f) o---tor IVI-- Do.f)L - t 04) 12 (grid 3.5 Leval 1) 1 e I . .a) i .0 a 0 I .a .00) .11 I •11 3 I .00 .00) .m I .00) 4 .00 I .00 .00) .11 ( .00) •TOIL AT IOPPOIT• TO• As OTTI0C6' weal L TIWA a OTfYY1T non aroma ODOR Page 12 (Grid 2.5 atel 3) 1> - mina •PA• DIPLICTIOS .00 JO I 00 1 e 1 .50 I v - fa a AM I -102 aiM erns So Sot rolafrrtet regains) Concrete. ao0ulua Of tlaticity a . 4020.80 491 Crap factor IOffectiooftgr0....(di. CO cracking) [ • .92 San .trapg omnad 4.0 Itc cracking of .actlm La allowed for. Velum L prattana are lapin /was deflection) ratios material A0 AU. n lama\. CallatIQD saran aY DL 01./1 faw•f.CtfP LL OL•Pr*t•aap -t 1 a 1 611 2031 .111 1114) .771 511) 1f 0 .091 4911 051 7008) .541 424) V 071 10U .001 3274) -.111 r 05) 4 .21 .70( 2412 .221 1100) .921 212) .011 051 .00) .00) P: \Southcenter Design - Build' .arages\ENG\Posttens\Building A\Level 3 \Grid 3.5 Level 3.Cry 313 111 I.t SjSL Grads ices 5 J,7 - Les 3 Project Project No. S nc. rain : /_o" I)G... Grids S.7 LI ) 1 , t . Lt_= Jo, p ie /ZG neap Gads 6 ! 5-* k As b fo r d r •.t, iw:" Levol 3 SW = (Fit 13 //•rt/S *P ws,, : 613. )( : 6244. w u- CSo)(6) = 3oa b L 1 la .0 7 1' z �' COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 413 PINE STREET • SUITE 300 • SEATTLE. WA 98101 • P: 206/343-0460 • F. 206/343 -5691 . tel,.0ar (ir. 4M j3 A Designed By: /3/z,r. Date: I / /o/ 6 Client Checked Br. Sheet . of 4/12/2006(2:59:18 PM P:\Southcenter Design -Build .arages\ENG\Posttens\Building A\Level 3\Mild Grids K.5&5:/- .,14evel 3.Cre •aSt cansnA i6A4 Minn WM. Mni4 1733 10061105 and. Nit. 220, s .04 City. California NOIM AtlJFC R ®1® Mini WSUSa1 MOM Tcdm •.50 NYI0f ([Qa1a -03/1310 -03) pan N MICIM - Rmt2,ml Swatn Softwen NRi 1733 (Maid. Md. Rain 330. ISOM Sty. California nun Pisan (i *)305 -a405. tw, In0I)N -NlI 1111, Y{portOMpt•Oft.ca. Y Site, Yea, /h.M.JOMOta,lt.ls DAIS MO TM OF SOYA, tONtlat Par Minn At [1Ra, 14014 ROICT PUS. 116 M10e 0.505.7.4 Level 3 randier TIr4[, waemtf garage d6] I4110 01.0 fa01 a.5 a 2.7 -1 Mel 3 1- elab1A4 OIIIol •AtAMIVMt• 110671. MISS N ]a 6pe. lea WM /OAN• 4001.10 cal for CORM 41101.110 psi ARCM Or flagmen for w]M /QJA4 401.20 W for COMM 3200.1001 O@ factor for deflation M 4LM /iAa 3.51 COMefi 1¢i[ 31014 NOS MOST 105.20 pot am®vs, TIm Strewth 50.20 td Minim Cover at UV 1.01 in Minim nuar at PI M( 1.01 in ante orne Oe, Str,Rfd Staten MAIM Mom of Inertia over ,gpat n Nor =maw Msta San® to We Of MOM TN attentive tinge width o.ideratien i 2 -I.50T O5OMMI•T Ran 2 0114 51101 0.0450-01 NMf-C T- 4.20 FQ -0 2.1.1 05351510 WAS DATA OT ot)e. swan • I Top IIOTnVI0 XAI a •TA-a name It M)LTIfl A LYan IIIDIf DIM width tW@.I width thick. left right • !t I 3O 30 in in I in in I in • 0 1 16.00 MIMI @M C • Cantilever 3 - Ran 1 - Rectangular entire 2 -I or IDM.dL•actia 1 3 .attic. 4 aa10a6 Tn L Nctida 7 .rant • - Mtn ll - Top Surface to rHmam line 2.2- )17PFOar flora AID COLONS DATA IWPo0 AMR 00101 WOt SCAM L1 LMa Imes me. - 1.D .mm 3a MG= MOW ft in 1. 0 ft n in "a 0500.... a . oa 13.00 5 (2) .00 (1) .00 13.00 34.00 (2) (1) 0 TM CORM MOM CvmITIM coon level rind at both i0 ... (013110 Ringed at noar am. find at fir end • Fired at oar a0 p , hinged •t far 0 l N tied N Wt i0. Nlltr ,3t) raatic.ni fi ity at far W .. • 3 -1150? 5001000 4040I'O 501 3 Ohl0 fide t.•.1-4) AMR -ore V. 4.150 )CI -N O • mo LOAD L • ton pan v -mm C • y®IfaCp1 1d. LIM LOAD IM lntpt 1 tIa ... T,) (1 orC...at) Mal mirth MI CLAIM Tin Utt ] 1 ft ft 1 (k-ft or t ...h) Wet -1 ] 2 a t t I 1 1 5 .eve .05 15.01 1 O v .040 10.05 1 f O .e0 10.00 ROTC awe IAMl1 O is SCUM dtO • MD (MCC Of 1.05 3.1 - LOOMS N AOVAM n MOM MOT lean ?idea TO 1®A133 n R/lt31. IN. f NR. I (MONIST) MI mans awn OMIIJIt) 1 Mat or ft -ft I 1 t -h • ft 1 • 4 4 l a- 1 1 0 v .020 pea, avnRtT momN YWI® an LOAD M in =Ma with • skip Mtn of 4- CA10015t1D ibCriOl PRCaatTIa •.1 For fif m. loe.e ores antlnca Only SPAN meta, - -- • awe /c.otilmr is Mmitm.. ne black •.t ala x TO L is ] 3 40.00 .I352•01 ].a 0 - SaA0 LOAD MONISTS, • aaaC?IO•• •0.1 •TAM MOMSITI It -ells • 3.2 SIM SIMS (A •w Mw• .ldew= lm• Seal MIA met.- • • Calt•lim mmt. .Ala • 1.3 allfe 131 • 2 1/2 e • tanU4 v¢1ww M • aaw.IM Iner it in 3.10 • - LITt LOAD MOMIMTI. t SOACTIOVI •-- 5.1 LIT] t• A. San MDew R -It) and 020 MOl 111 -a d nM an m mex m m inn riot - 1 a a • a 1 7 • t. Mtg. • . centerline Mean rant m m m 3 0 4 0 • 5.2 miTIM (0 5.3 CO O MM@a R -It) Rata: UM 5.3 and 5.2 valve. an mina of an hipped lead Ow 7. ta005.0 NOMaITI Raw 5 0116 flda 1.545.7 -4) 7.1 a5OO C 10 too LIM0 MOM It -ft) Note. •• fm of Support 3 -4 1.52 7 2 • • 0 C C • 0 taf LOAD MOON (FR) left. E Mpaa tight. SPAN m m W m Not., • - has of NpOmt i•- •ACTOSCD NNNNNN• •CACTIC•• a10,1NM as 1 1.205 • 1.505d - • -• -�e� 10.1 rams= maw IWw (A - n) left. MAN 1 Motel ••farm of mynah Ma m M61Ca • Unto min mer m 4 • 7 N 1.17 10.3 TAMP= AUCTIONS 10.3 noTes mum MOD (k-It) Itl • -- tusk mine - -a •.. 0000 ndm JOINT m m m -1 4 5 • l 1 3 .74 Nn 4 00114 0405 1.145.7 -0) NMR -M T. 4.40 aCl -02 4/12/2006(2:59:18 PM 3.Cre Top b artals boreal ..0. =.C•llw •otter• ear anemias MTat weer. rewind 11.l.KZLC •TO•L - TOTAL •rain 11.1.1 TOT IITEM W TN F I® -IM• BATON IIL. AT 105CoYY 10n2) -- •QYTIO - -a 11:21 mCl'10• 4M m 1 Old I•1 • MO R45 LENTS 1 MT an w •0 TIM Lap 2 3 N • I l • 0 - -1• li 1 1 .01 .NI 1 .11 .11) 1• a i10•N• 11.1.1 NO Rat. M MME• tlTMI Rat. AT flu (b•at mcrsa - -a Iis a) -- lrtderaM -- .Am I OW an • •e •1o, ISM 1 01T Cr) • F Ra wad 1 1 [ t . 1 1 .00 w1 ( �.0• .00) 3 ( .00 .0W 1 As .00) /1.1.) TOTAL 1EOR M MOM Aetna Idol r Lot mods vela. 3 .•E L 12 M1COl•ttl bond a a •r at d ai i•.0010 a A• (wbl) • lumbar aL's or a OaLrt under der a L NS l 01.•d a sin a et t mew eclat a lm 1. mlMer is Lager. Lamer of e•oo LRd Nor alai 1 L tread m sitter as 0f Sr wader Nat T m oar. P. obiamw ![ )Alper. 13 22222 01.10• POO Ma Am at- YLQL••1.10 wT 1 P. floor r lelorCO.at r.miwd 13.06 is 13.00 to •.T lb mom • .1 M[ P: \Southcenter Design- Builduarages \ENG\Posttens\Building A\Level Mild Grids K.5&5fj Level MOO • (ALM Grit 1.545.7-I) .an -lt v - 4.•o YI.02 13 MOWS •6A• O.TL•CTIC$• Caa.dI'• menu. O[ .10.ticisr Sc • 011.00 b1 • Crow factor 1 • 3..0 Woes L peroetewa are (5101205162 4141104.3i00l ratio, MPL6]ice AY ALL M lame. TOM O= PORTIV• am • M 04.401111. LL 04455401213 1 a -0 L 1 .Ml 1111 .016 TIYI .11{ NL) 2/2 4/12/2006(L:59:31 PM P:\Southcenter Design -Buila trages\ENG\Posttens\Building A\Level 3 \Grid 5.7 & J -K RC cam.Cre Atha COamA•311 If®CrwA4 COMM= Mann an 1923 is cdaft bb. Sate 220. liedthad city. California 114•61 AMR -C FOR OLIMOIMID hmin SNMJ• MI= version •.50 Moan U¢- ssh•i /s -ol aMTI maM]T)m - strata l [maw. /Worth rta ayet= 1133 notheide Pad. Mite 220. 46mO City. CalIrma& •041 OOme. {44)144 -2404. Tat t4401)44y70 0011. mpmtaM.ptsft.O. M siut aal//M.00.ptaoft.5 CMI on TIM or ROaMI gym. Ma[ 1.1715 At Tiar 14. ROIMT Piths and 5.7 • 0.1 C Ma JeCT TITLt. awueeaster Cana Side • arid 6.7 • JAI W a- Da•ill Pistol 000000Th• maCYl, a)0r11 at as day.. for sum /MA• 4400.00 oai MOWS M aeRRRT for x741/pay 4021..04 bl 1.P factor for deflections for OOI11/f35S 2.00 OTICEITZ llRay tor=t r Tipp magi 41.04 kst Minima Caner at 111• 1.04 in Minima caw at CROa 1.414 in 55.71011P CMOS m. Momma eta 51 N onni of Inertia ewer thwart is 1ta••lID Rf =WC= to face of ..pat TM ==. fl•p.0 width eautiOnation t•• Mf miva flan= width lylaa.taam sit )L] -ala a -1•POT •••••TIT age ) (gad 5.7 • 0 -1 tC MI AGAR -C T- •.n 101y2 2.1.1 PRLIM4 3000 DA= OP UMW= 0010 I l • O PMM TI Mp b MQXIPtS A al L • PI 700 .miml /M�i WM lam DOM width thick. oath t01a.Imon lot tight • MI ft in in in al in 1.I is 1 ) -• 0 4 7 • . van fi ]f U I. ] 00.00 •.M 18.00 40.00 4.00 -x.09 .010 .10 Mona 1 A e • . Cantilever 4400 Motapllar • ction 1. 2 • T or Inverted L aotim 3 • I action • - •a.oO.il T or L swam l . Joist • • Faille 11 . Top Salta to retiree. tint 3.1.2 OP1Sfhl Mum Mq or CP1Y nags SPAN IRKTIVI VIVID in 1.3 • SUPPORT •]OT• ARC COLOM• DATA IMPORT Iglu oar s . MPCS COIas � 11102 Math Dl D CC r • Cl MIA) O 00101 00101 r a Waft in in a tt in in l `f... 1 1 00 4 .00 Ifl .00 (1) 0 f .00 0 .OD III .00 111 0 1711 CO 5 3014711.11 COminlm Cam (=CI Rail at that m! ...1517.•301 u.p.il at mar 000. Clad u far and P ath tt oar m hinged at far ml 3 rased R oar ad. roller with rotational fixity at far w0 a Pap 3 I0ti0 I.l a 0 -k AC Dal M4R -C V- 4.10 OC1 -07 O . MID LOAD L Lim 10044 Ms.itr (ha ... To) (M or C ...]t) Total on Crib OW can Tin k/1t ( ft ft ) Dort or It ...Oil it/ft • • 7 • 0- 1 C. Lt 10.00 .200 1 0 Li 20.• wld 1 0 Li 30.00 .dew 3021. LIR Loss= is /raga with • nip actor of 1.00 3.1 - LON31110 55 APPEARS m mit=PUT qS plla TO PROCESSINO Yra=M D/tt121. ICal. or TAR. I 110 Ma• ••A Clan m• lam lk/ttl I left or ft -ft 1 1 it-ft it-ft • ft • 1 y a • • • h 7 1 L L 3 0 L 3 0 L P ROS .10• YR O • 1010x44 • - MALL DM= Mi = C • LI= WAD M - LPIIJm IDYL Li- L)Mt LeC 20.•4 ]0.04 ]0.04 NUN. LtR LOU3C to *RP•C with • Dap fact= of 4•CALCULATED SECT PIOAI•TI. 4.2 For Mahan span and 00tilews only aid ASS I m 404.00 .1345F0• in 4 last --- • Span /mtilaa if •meltmm. ae black 4.3 O - DEAD LOAD MOMENTS. a AIACTIOY• 1.1 Y MONISTS It -ftl • .1.2 SPN=MU (k) • IY • 1111 ' a amp= Mlrl• Nlll nth) • 1 l 1 7.a4 ate. • • cacaline me. 20101 • 4.3 =ACTIONS Ikl • 7.26 7.44 1/2 Mt.. .. rwterli• ®to • - LEVI LOAD M01O1Ta. a AIACTIOY• L O L O x5 100001 lk -RI and man 0®g Ik) - -. left. .... ..__ 01 009.5 ..... - "'ris e 01 a 0.a IuR. Y)M 0. 010. W left right • t • 4 t- 1 ] .05 .00 likes .5t .00 3.0 .- 4.1 17tht00 Ill -t 4 1.3 Cans Ipipt R -ml Coma as W Mt min mei min ] ) • • t 1 3.00 .00 .• ✓ at. • and 3.7 a 0 -1 M al notes Blom 4.2 r 8.3 velum are main of all WA= load a•• 7- ADDUCED MOM•MT• 7.1 0 •D O C ID DOD IOU MOO* O-ft) 0 44 0 .- .... aid left. adm n -. .- right. -• a a 1 30.34 440. • - aria of alepmt 7.3 ADDUCED LTn0000 •YCO D-ft) left* . -- - .-a rya* RU ea as man Ma as min 2 3 .4 • 4 7 1 .04 10.00 .04 .00 7.43 Mat • . fM of sWpmt N- PACTOIIO NOM', • •IACTIOI• mlcoetad a 1 1.100 • 1.x4 .LING MUD/ 10000 It -hl lef 000 W 3 I 12.34 Mat • • face of a/Mont OAS 11.15 right. 01n ens 3 47.14 .00 W 1].34 Page • Dad 0.7 • JAI RC Ml MMar -C V- •.40 302 -03 10.2 north= mama 14.• P SOM coons IaM'7P It -al (kJ e Lao meta __. .-- 02400 mluP= sonar mot W min ma i a ▪ • • • ) 1 14.33 2 14.]) 5.43 .00 4/12/2006 .x:59:31 PM 1223 454 mtal•1m beyond visa rpi4Y 14.00 a O ettm Oar Seaton beyond Sea required 13.00 a 11.1 -11I10 •T5IL - TOTAL •Tats 11.1.1 TOP 2211L SST10 fir 10-41!Y 3171TOK MIL Pt SOAR (hell -- •OiTi4 - -a (a 1) -- •vG'ia . - MAN ( x6 04) 6 a) e i silt Zfl ( 0T CT') NO IS MIMI - a a a ♦ - -a • 7 • 4 - -is 11 - -- 1 1 ( .n .44) 4 • • 1 35•-1)• 11.1.3 W! EIS dRlm Pr Ngft ISM apt, A? 5131P1y0 1x11 -- •QiTLo - -a (ab) 0• -- •cac[lu -- JoLT 1 OT I) �i sp1 MANS 1 OT 00) • m Si Cali i -• • • 0 - -1• li 1 I m) ~ 1 3 .N O•) 1 I .Ni 1 11.1.7 roll MST m SR • mbe. mO.. Flats rob= lined coda cola 3 W• a wmLt.d O m tither Se t tither ale • i0• /t4• S p •i.aar.e et [.iafit rS iS rtimitS Ilat.d mdn Lela 2 rd T • Ohm of r ee hated S-S cols ♦ a Sad m S bar .1tO SS •t e dS a m im I relmi, SOl O S. S aq Sear di bare latl. sr lr colAa • is Lased an SS area of far under Page 7 (arid 4.7 a J -1 51 m) AnAR -C F 4.22 Ae3.42 cola 7 it aim a, Sorbs a SS. 43.4 !O Am • .5 pat 22 - Jesx4 Ol•fer FOR sea -4rw OTIS, laze . coasts • NO S might (full to 2 LL1 earl m d 0m a tts of eresais tilt to SATS Of SS lobar N• sets etet ton -1 ii•4 •aa[aaa• Itp hen. Pen ass no ISMS )1a .N ..•SFS qia ad alas MSS baY• .. To • l IS a 11-0 swam 3 w paroi••i01• Calm of 3(411'th 00•ara (AQ a 11 -3) I m4 pmasiba mlm et 3.s1fe1'1/2 mores Av • 1 m relafinemmt spina 3 gin rainforest required (Art a 11 -14), fm beam only 3 stirrup Sailer Oy matpa atf as 11 -101 p3I . 1 flip . 20-00 ft lit top 1 Iris ,N Co 20.00 it ) 1 4 Po m toad tow 0 as um in ft la 0 l-tt 02/170 29 /ft La To at Seem -- 2 ♦ 5 t 10 .00 41,51 41,51 -0• 1.01 .00 • •.l (2 a 30 Oe 1.00 10,00 13.03 .0• .00 1.5 (2 31 SW Cr es 10,00 21.02 JO ,N •.5 (3 2) MIS SLY .12 10,00 30.29 .00 5.1 (2 2) ifO aL7 2,40 4644 5.5 (3 3) ma GILL .25 1640 53.27 ,N .k •.I (3 3) m.W is I.N 50.75 (2 II .25 7.00 11.50 N.7• (2 1) ,40 ♦,00 5.33 .00 "51 12 1) .N 0.00 0.48 13 1) .90 10.00 10.44 71.10 .00 (2 1) .55 11.00 0 , 10 (2 1) .00 2.00 15,59 05.33 .20 .00 (2 11 ap 0 Oorid 0.7 4 J -i •C m) ADAPTS F 4.00 AC1 -02 .00 11.00 10.40 a II P: \Southcenter Design - Build 'arages\ENG\Posttens\Building A \Level 3 \Grid 5.7 & J -K RC` .;am.Cre •.tl 15.70 - - 7.74 45.57 5.54 45.54 J.N 1•.40 25.02 4.42 13.02 14.41 .00 7) 2 15.45 x 10.00 15.09 N 17,00 10.09 10.00 13 -MATS J!1• 014LUOTIe1 2/2 O .11 li N no and •.5 (2 1) ISO ST • .• 13 31 MS is O .0 (2 21 l4M m7 •.• 13 31 w is •.• 12 31 rap 0 ( id 5.7 a sl m m) A•air-C F 4.50 202-02 Cmvts mmlea of elmtleler m . 4021,00 291 Sp fatter 2 • 2.00 Talon is prmti mes ars Non /a defl•ctia) rabies tmx[tu 292 as a ukase. doper mam70 no DL peed LL SUSS e 0 1 29 ,41( 500) .171 1303) .k0 4141 • I Y • M t B flit EA I a ssn • al E F t sass it ^a s 404 1 I ii HH i Has a :a as a s a ss or I 8 •° 8 a iiss aSii as 8i i s • " a S anal 404 a0el ant 4 0090 990 yule 000 - $$$ $ s • a I 1 14 es a 1 t 9 1sy„aaa us a tlS iH i a I f s 8 8 pia s x; a S l; 3 An .... y ..... Ill: 4 9 I i 22xaz222 C RC M e , 11111133 r I' trn 332:321232322 1 Mid 8'"2x2 2:33. " 222 2 :22 282828 n C . ............ . 8. S AA'A »7 »22i8f.82 ..... $: ......... .8...8 x22 1T • egg aaA i gag 222..22 2 88811 114 2x2:2 222 l 11 8 1 .4 2C A la 225 iy a:s- -2- aa a 22 ........2..... saga a: ° 1 n "C p ... 4 2:8422 s PI —PH OZN 4/12/2006 12:59:48 PM P:\Southcenter Design -Build aarages\ENG\Posttens\Building A\Level 3 \Grid 6&J -M RC Bt.... i.Cre il - IGi➢OI SPAN Ole 1.) 2222222 Orid OY# C a1 lMR -C 1. 0.00 ILI -43 Cma.tCO wW1Y0 of laalst1Car 6 • 4431.00 kat Crap tame [ • 2.00 Vann I. pewtWa as (au /n 6tlOCt104) nano anrtts in tu, a aoa. Datum 00annn a 0, 11•91) LL 0ata -4 I .041 24941 .011432911 .08( a74) a( ..92.14•14.11 -.a( 4001) t 1.011 $511. 121 Y211 1.291 2251 4040 -.40( 1841 -.4•1 4•0) -.30( 110) 3/3 Sint, c. LMT e Fwfl t.-,,. -,ta Air ta4 '/x 8 %t 3 ?6,1 �" w /fit@ Hk'�•_ lh/3' -0" /- /7.4x a - no e l I w "7 60 /5 5/04 am 44` VZC Be is'- 6,;(A- l' 4-c. Z a' °%13 L lit/ee C 7 z -z0;.T Project Project No. Client 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206!343-0460 • E 2061343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Designed Br ,tuz t' Checked Br Date: Sheet of 4/12/200f :00:38 PM P: \Southcenter Design -Build %.rarages\ENG \ Concrete \Slab @ CMU.Cre LAS mpmASL• RALALL CORTPn arra= Mall 1733 /mN10• Mad. Suits 320. Sadao! City. california nay 1prl -ac A OImmCPD Mang P61VhY Sara Vadip 4.56 AP•310111 U11- 313- P] /3! -•]1 San 6Ppp]Sxp - Structural OLCtOt• Software sit s 1730 donala bad. Suite 220, laatal city. calfornia •0M Ptm•, I350iba -3506. P•C. 1500)306 -4S14 0aa11, pgmepdgesh.ao. Y 0it•, pm. //a ..apFmh.ma Van am 7V• 0 O asa 009 T , Sr 1.3006 At Tim. 11,35 go3CZ Rita Slab • W PROJECT TIi44 bat tab[ ands Slab • CM 1- •••••AL D•aID• SASAK•TSSS COQ. 1127.0039 at 20 days. tot •M /SLAY 3000.06 ml for CO O= 5000.06 Val 000Ola M nanzcaT3 for MuW IAY 4035.0 bi for RCA= 4030.00 tat CRISP factor ton dell0-time for SIAM /SLAY =On CMpr 01000061. MnIRVC011312: nna Strength 46.60 lei anima cover a Tat in Minima Cover at WISm 1.00 in MALYSIa CaTrall teat Met of await oaur apart • inen•Pm mama =boar to Cam of apart an Mtactiw nmg width tmaiMptlen Tos Stfeetiw flange width Caplamntatlp ..tar dM -eta 3 -!SPOT OPDMST.. Pulp 3 (Slab • OG) 1 - 0306 C . mvtllauv 2.1.1 MffiPAL 1165 ONA OP GORY SM R I TOP O neat • LOGIni =On DOTAL width tbia. M ft in Da i is in 2 20.00 •.00 10.00 00.00 5.00 SPAM aganVP 11ID111 in 1 66.00 •OAOV•pY t 0 060 width h tli thick. =MT left r! abt 0 is in in 3 . T or TOwrtaa Z. section . T action 4 • ataded T or O section • Join • - Saat]. 11 - Top aura= t0 catnap. line 2.1.3 enter M O1vR Ma or tarn atone 2.2 -•O3 PORT knee Ate COLOM• DATA •ppORr IOM= cornet upon coin WIDTH LOGE •(DIG O CDC• MOTS /MIA) C CC• .Anti in it in Sn h SO In 1 16.00 30.00 ]4.00 16.00 (2) 111 3 16.00 10.00 34.00 16.00 (3) .06 11) • •I ca- 30006th CISECTIOM COMM Ire) bad # Oath m in at . find aiaDI rind star wl. and M t# ®1 ] riad at err m0. bard at t# end 3 bad at mar ad. radar with rotational (Laity at far W t P age l OIU • Oq D . Sap 3AO L • LM WAD Latmai4 (ram ... TC) 1 • m C ... #1 fbtal m' O a Gas Tag Vtt', ( h ft 1 ft-ft or k ...h) Ytt 1 f 3 4 S a > t t 1 D M 3.1 - LOADING M Ag4P3 p Or - a =POT spin gxm 1'O PsOLW3t0 mtfOq Ivtt 1 Wt or MST. 1 1 1 -1 RM• Ten I.tM IV[tl 1 aft or ft-ft 1 1 k-ft • ft I -1 2 a ♦ • • T 1 I L 4- CALCOLATOD S*CTx OR Paer•attSS 4.1 TOT Max. pas ad Cantilevers MAY OM AM x TO It in`3 la't In in 1 12.111 4.53 #ta spa /CatilMr is OtvaifM. no block 4.2 lye 4 (slab • 001 • - p•AD LOAD MOMalI a. 4 taACTIOt• • 2.1 SPAS 10 M a IT• (k -h) a . a .2 and SQ#s DO a OM 501• team Weft all) nor) 3 3 • 5 a Ma. .. wt0tlia manta JOIN . 5.3 a#Tlp• Ik) 1 2 5.10 0.10 SSl4 - -- . ITIm01 P • P5MWA4 C L I soar Li. l • S WAD • • 11r34im soar ip (000 ▪ -LIVE LOAD MOM IMT•. a •EACTIOOa ^e^, 6.1 LIVE LOAD MM Warn (k -fl) m Wan MRCSS hl - -a 1/2 4 Nth........... Oad•m0 ..... right. 065 IJtO.. •PAM 0 8a W flit W MS W left W# -1 2 3 4 5 C 1 t t- 1 .M .00 .M .0 Nora, • . tstarli• mamma Page 5 (Slab • OOI 1 - •aOuEO0 noM•tTs Ina a.7 /COW COYa h -h) cot W cot W W ate. • no& 6.2 and 4.3 vamp art maim at all •4pH lord as 1.1 RIDOc sO 0050(GAO earn Ik -fl) •Oka. • • f#0 of ammrt .- left. -. .. aid00aa -a .- apt* -• ] 0 -♦ 0.114 40.50 5.116 7.2 ••00c a Lilt TAW 1OmaI 1k-ft) lett• aapm Wl I W aft -1 3 3 i a a 1 a• .00 let.. • . tam at apart 10 - FACTORED MO•SMTS • •1501I055 0lmlated M 1 1.300. 1.00W Pang= CYLs Rea 1k-ft) MLE. • . fans of epmrt Mm 6 (Slab • Cr 10.49 10.52 a 10.49 11 -5710 •154 34,60 11.1 -MILD STEEL - TOTAL altar rig#• 10a LO •st00ai01 hbi.d wan [mind 31.e0 in Satan bar *amnion beyond ware naiad 13.00 i0 W left* • -- Mdapa right. spg W nas W Sn 2 l -4 S 4 7 10.2 »C100•0 MP#TOr 10.3 P5C1010O W400 r•131 04-ft) (y t -- Raul Vats - -. .- 00206 tales xm in an EL n .1. -2 2 2 • • T ngn: •�, 8 a g I t t $5 c a a 111 33 9 3 " a i 1 Ij , 6 e H I ! y 'I i !B III hil /10.1 gay sax 9 „ ° a " we I PT— is! 4/12/20011:00:57 PM P: \Southcenter Design-Buila aarages\ENG\Posttens\Building A\Level 3 \Grid 1 &A -C RC b.,ah.Cre Ingo 2 - tsgAfia IidCIDIAA =NCR= Ma= gran 1712 wen]•!. a•0. Rate 220. Rama city. California M••1 nWFar On 239/200ta Csf• 3aWaLM Dinar arnica •.30 YRDGN (aa- f1a- A /LC -03I aaR 031UPORATION - CmCaal {Mroti Satan 0ytm 1732 MAalb Sad, Oats 220. Seaga City. California 34061 facet (4601306-•041. 2a. (6341Il(4 -427. i1, VOmaidepoC2.es. M site. Ate' //n.As01/t•aft.0a I Dal AR TIM OF Man mSRc, at 10.2000 at Aar 11.1 mbrI ma. and 1•t-c PC CS PROJICT TXTLI. liellancenta Can. WO • C 2W Grids 1 4 A -C analTS. Mann at 30 dm. fore DPAPM Cie 61100.110 psi for MOO Ieee.M pt AMMO Of aAATalt r far w /Hasa an... lei for COOS 4021.06 lad OOP frig for dsflaties for aaa /alas 3.06 - lane None • it Ilap 114.ee pa IIa0•COYf. YIm strength M.ee An MNna over at TO 1.110 in ulnas Oyer t 1101TO12 1.00 u MM.is= 0(11w ®. tfacta•l met- OM mast of Deatia oar aggmt la INflIMW Irma pan 20 face of same in Ra•tlw flange width Cn•iafatim VW Effective fla0ge wide Latelentatial lathed 2 314 3 viokiTat Liao. 1 -SPAS C • amdlaa (arid lye -C a oral Inn -C T- ♦.n C403 3.1.1 nn. ens p.S1. R =NOM Son O Pl Toe eortaWaala 1 ✓ 0 nom IM I n natILl A tI a Man RID= Del1 width thick. .14th thia.lmor left right P N1 ft 1 in la 1 in in in i0 S. - 2 - - - -4 e • t • • 10- • -11 n - - - -v- Ian RPCTITP IIDIp n 2 2 12.00 1 • tctenaMr esaaa a • T or averted L =trig I wain 4 - atone T Or L Snag 7 • Joist 1 • teal• II Trip name to refeaa line irFCTxa non Dna Of M70104 RASP 2.2- aopPORT WIOT• AND COLONS DATA SUPPORT Laa 021O11 , O M R Colatl OCn Lan 11012) D CO C Ioal •WOIA1 D CIC• .JOIN' in ft in in ft in in ) i Per 24.00 Wad at s a0. fixed St far 200 34.00 (II 34.00 111 34.00 al cal 0330111 Yi•n Tm1u0 ® IIX) rind at ear end. biota C far and Tined at nen ad. roller AD rotational amity at far ad .. • 4 D • DAD tan L e Levi wan acid 1a-C DC loan) 3 -IIPDT 5551.1•13 LOADI /O Intensity 1 Prs ... TO) 1 w or C ...tl Total es Trit aye ca0n an Vn't 1 ft It 1 It -ft er le ...ft) Wft -1 ] ] ♦ t • l 4 4 1 0 LL I a U 20.00 I L C 2 D C 3 D Li 10.00 2 n • 50.00 C11, Lin !014323 S. Ia1P0 with • nip factor of 1.10 .2 can U • flak • • Pinta OQ•Ce C • Oi'amtca 14. a5ISC 1aYt Lie lea m 3.1 - warm M AMON' IP Ma's INPUT SCRS Ma TO 31103 n tam IWn'il. IN. a Mar. 1 (SON•ITI •a Clan roe tiathutt) 1 an or ft -ft 1 ( le-ft • ft I 1 D L .lye .00 20.00 L C 26.00 10.00 2 D C 4e.Oe 10.00 2 D L .MO 10.06 )0.00 an. eaalaa' nano ••na Live runt- is nn)t with • sty faam Of Ingo 4 land to -C C Demi 4.1 Pa Uniform Spans and Cantilevers oily SPIN Ma I a t L a n'• in in - 1 11.60 ] •04.00 .]Oa ten Cin gan/s0ulever u fv,WfnI, sea block •.2 5. DEAD ..... ...= O .. �.. .sew.. 3 t t t C . T I OO P • .v c 2.i eO .a 11 0541Ta (trnit • 6.I es an• 103 • SPAS 0011• odder. girl. n111 nart 1/2 .ee (11 .00 Ill .00 111 2 Note, • . catal)a sett .AIR , 6.1 szacTIO1411 01 s. • • Catalis mamas 144.70 S. LITE LOAD ......S. 3 a.ACTI0as . -- 6.4 L I T I LOAD RR Nana 11c-ft/ oil Spa TOROS MI -a lam. . , . eld•p - a , - right. No • (Grid 10A-C at Y) OM an nM rex W max an loft riat - 1 2 2 4 6 4 1 • 1 I .00 2 ,- 6.2 linanO• m •.l MOM MOO Oval -- nom sex m m w p m a d .00 2 CDS •.a ate, Blot 4.2 MO 4.2 nines are ma= of all anima Lad one awe 1 let. RM -A 7.1 •P DDCBD ODD ION NaaTa alt -n) 2 1.11 an, • . fan of swam 7.2 a I D O C I D LLII LOAD 3•03• Item n. . a rights 17711 2 Mn i 2 ♦ 6 6.0) i -13.61 .00 Pau, • . fan of •cart inn 202.Ia -4 Ms • (Orin 13.11-C R Dean) - PtCTORSD - ---- -s . ••ACTx eaa almlatn as 1 1.200 • 1.60L1 10.1 !Cup C Oen afar Ik - 60.02 )O{.m en 243.10 fiat. sax can can a I I!.: 1 l! ,^d„' j C EEF18C2i:FLe8E ...... x i a SESSEEaE 2'. E y 9 F as N F ° a "aada aaaaaaaa d U w •tl. s .E .........' aaaaaa:aast " • i 4 $5 SEFF:SSES e S:SEaa O B En *TT s a. r ..: . ...... 218 ss as a Via . s la • a Fa ::aE :Snag:: 9 ? ?4 s: aaa. E. I I 1 111 ! 1 1111 as ":? a::aRa222 a:: YES I h l: l i i ! ;5:1 A l e a s DINX ... '= bill re U l 1111 l'i.T 1 y • a: 5&° 8 2 ft — Project No. Rc - 13esi &rids S.1 ! 3 —N S 1 (8allAtel ")(uSo) = loX J �s, 0L., IRS ITN Li.' 'W? y At - 8 level 3 ni_n t.1)" pi.• rc'xfspcf' 66o4 a j I, s / / it' L l Li CJ ¢ B'at. 0 .67 Project S"owt� ce..{e� 6e4 ra 11 . 413 PINE STREET • SURE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • F. 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Designed B fl )Ltt Date: Client Checked 8y: Sheet of FT- 151 4/12/200b".:01:09 PM Dann NamaTlm alcal G wan YMIa Ina 1733 woodaim Road. nit. 220. n va City. California •4051 Lmaa -IC am mn -m MEM= MaWa s 1 1c. T nim 4.50 alntDV 503313 -0a /11c-031 Apart tnmnm - Structural Nam •Stan yna 1733 OmdSaa bd. Mace 330. amen city. Califon. 04003 Maw 14501300-2400. Pan. 10001300 -4070 mall. Smpmmaestaft.m. MO mm. / /oro.Lmptaoft.m mII Ilan TINS m MP RAN S3CORm. Apo 0.3001 At T n, gal Pita OCT PTO. Grid 5.7 • dm an Seas 0R0JICT TITLI MuthSt.r Gaga SlM A acid 1.7 • ma Mlle 1- aaa.OA4 atria, PtIADtT0• 1 0T1 1Il STROM at a day.. [m ml(a/dY 0000.00 pal . 0a Of RYrttt1TT for NSIIM /WR 4021.00 tot CRISP [actor for da[lamima Ian Salwalass 1.00 cant mart Iowa Tata Caaptt 00.00 in Id.1.a Con C TOP 1.00 in Shines My at Mint 1.00 in aW nn OPTIONS D®. structural Man WI Mat of martin over ammo is 3CYYm mat. MOOD to face of support TY Iffaalao flange width tn.idc do Ty Offatti liaoga width Hplafatlm enfhod Aa - fan 2 -INPUT 01001}0} Cm 3 mrid 0.7 a OM a ml Shari -a T- 4.00 CT -03 T I I Tor T 0 10_It Ma alai Ml att. a• ft is in I in is s 7 • 5 3 20.00 0.00 10.00 73.00 5.04 ASom. 1 C . 3otllI.SC 2.1.1 PI0CIa4 SPAN cTA or m•01111 •ISw • nano prismatic w . Malifm Stirs 3.1.3 Mara Cal ran aRRWIa1 SPAS 0017011/11=4.11 r . h tM t i m left tight es width S I So left light a a a -1•.00 1 • a Nation 2 • Tor aorta L motion I Metam 4 • 0atkal T or L salsa 7 • ONat Waffle 11 - Top notate to r,f Una ling The following an nary Manta .aw and/or mtllawra. aft distance is from left wppnr °waterline to et at at • .m gent. O a MS. 1 Lam mfi4m .7334 h a 30 0.00 •.00 10.00 10 10.00 72.00 73.00 •0.00 10.00 •.00 •.00 0.00 •.DO r "77 I•orlaal®1+ ruml an I mrxatnn a I width hick I wwith thic OST TI lof right P: \Southcenter Design -Buila , arages\ENG\Posttens\Building A\Level 3 \Grid 5.7 & J -H RC.. eam.Cre aye 3 =1St 3.1.• a.OIRi w Own Da )m 143110QPD01 IOS 1.2- 1171 •IDTI AND 001011$ DATA sons tr Lan cyan mad Cola lYtnn 11111a) CDC. Man 5(DM 0 Ma )O T in ft in in h m M 1 2 3 4 0 0 7 • 10 1 -In anal 040 an ccc Cam (CC) IIIICTIVO abs la (arid 0.7 3 a-a It ml AGPFC t- 0.00 Man 50.00 00.00 aged at cc ad. fled at for end rlad at near end, hinged at [• end rind at mar end roller with natal firtty at for end • a - INPUT AP5L100 LOADIOO D • man fm L • 1011 LOU L 0 D O 0 Li Li Li Li TPPO V • appal • - Wan Slaw C • Mann 0 • Antaal - Ii• Ma Loa Intensity (Ce ... T O / cc C ...M) nil at Sr10 fill CLASS Twit Y[t'2 1 ft ft 1 (k-ft or h ...CI yh a 0 • 0 0 13.00 30.00 3.07 4.00 MA • Mold 0.7 • 4 -5 at MI +Dart -M T- •.00 ACS-03 MO. LIM1 WDna a SISPPn with • .Rip factor of 1,00 3.1 - Itl4I310 AS AHOY I$ VOWS I101 SC5m PRICK TO PY IU v /ft°3 Al anal Trot LLMIV[tl ( aft or ft-ft 1 L 7 0 0 L C • . 32.00 .435 .00 4.00 4.00 30.00 Ma. Lm Wan a MOM with • skip farm of 7 ( It-ft a ft 7 •- CALCOLAT IO DICTION PROWCWSI0• 1/2 .00 .00 1) .00 .00 (1) .5an .434 .100 4.2 - C atoll NCtim Pmp.rtaN for alyaft. Of ROmplata Spam Sala properties an listed for all ants of sea .pa M non- ectianel 90•11tar 1t= tstteanl distance to to. flat I. pane act of inertia lb. Csaoiti atom to tattoo [inn (•50T) op 3 YM 1 .MINT aA 0 Swat SPAN aaa a 404.00 1 - DM LOAD 000000T1. •0.1 •PA$ •0015}• (k-ft) • . 1.3 SPN0Al1 Od • 11111• .idyl male Sal) marl .4 • 0 Mm. • • Centerline ate JOINS • • kaata DU a •- 0.0 clan Nan It - a 2 1000 • - LITO LOAD NONOIT• fah• TTTTT • - alma W min NOW. • • Came11M ante a 1.30 Notes 8103 0.2 and 0.3 awe am aim Of 511 Skipped load m.. 7- RI 11011) NO NNNN• 7.1 a I D 0 C 2 0 DIM WOO 1CTYt5 {t -h] ant.. • • Saes of 4044012. 7.2 11D0c I0 all La a11.a• (a-ft) left. ont 3 W as at 1.'4 L fo 3 4 • maws .03.55.04 03.10 •.aa .70351. 03.03 04 0.14 .0351.04 12.06 0.14 land 4.7 L OM IC 50) pal -PC V. 4.50 A[2 -02 LOAD CAN ORTO 131.50 W Ma Na IRI -a W W a 041. • 7' - -- Wad 0.7 2 al M So) noon -M T- 4.00 •x -02 30.05 0 sMpa. riga• 0R a W left 4.3 taaa Oxen a -ftl edn L IiACTI00• • IOACSI01• right. aft min 4/12/20011 :01:09 PM Pots . • • tact of nwat lo- IACTO.ad MOMYMT• • 1•0CTIOt• Calculated a l 1.300 • 1.60W 10.1 nCIO® Mandl MOIOT0 (1-n) ten• non ar 1 Pots( • face of adroit W . Same W 75.73 43.0 6 fiat. sea -a W 10.3 nit re 573(CT10• 10.3 MAIMS •Ai Merl 114-ft) Itl amen an mut m m 1 2 a -5 a • a 1 07.01 7.07 .a 2 0.12 0.61 .M as i 11-112c0 •Tana arid 5.7 a (7• m a) aaan -a n 4.00 al-112 Top bar -ten Myna .nr. [salvo 13.16 fa cotta bar -la tam. l ma. reqWr.O 12.111 in U.1 -31tL0 •TI•L - TOTAL •T22 • 12.1.1 300 prat. MKT= n 10/0-mono VOTRIN •ton n 100-60 (inn/ limn) non OW a) • i aid ISM ( MT Rile) • • 01• Lana - -s 3 3 -6 - - -a 6 T • 6 - -- 1 1 .•o .001 I .67 .u) 2 0 1 5 30. -0• 11.1.2 Top Rata n aalan6 WITCO O®. AT MR•a 72'01 Men a0M ( 012 Ran) • m 5m Lan ( 305' Ion•) m 0201 Ian 1 1 .001 6 I .60 .001 a 1 .al I .00 .00) 11.1.3 Tan lens[ of Man • .0 wef Mtn M2• . ante rear lita ado cola Sand • S. canasta bead m either him m2 • 600 /M or •1.23•Arma of aintoreit for araptt Uinta wider cola 3 and s) • Mapar of par. Yam under cola • 2 banal m arbor .a of bar under cola 2 or cam 3..M1emR is laapa. Numb= of tan lined umdW cola . is based on attar area of bar under palm I or colts 0..Micma r 2 Lia. (arid 0.7 a a -• IC a) Aarr.n r- 4.00 ICI -U P:\Southcenter Design -Builu arages\ENG\Posttens\Building A\Leve13 \Grid 5.7 & 3 -H RC. _.eam.Cre riialiD Camtt .110107L moat (NW star allowed fa) 4 • anima of mpstUm efear to ®trail ee tmlm rear U• • Manua of t Stirrups n .ra • pa) au sa ay/ m Stirilw a• required IU . N .. • futon nets and agars Uwe .. To - l al ea ll -a 0005m i W parafmim4 osla of 31701 wan (ACT Oa 11 -3) 3 m palaalble alum of 3.6(241'10 pavans a. - I no rainfor60st [Mind a W reinforcement rewired (OCT M 11 -107. for arm only L stand apSsnd by 017.10 (ACT m 11-101 na. 1 ISM . 36.00 ft (m am tam no to 20.00 ft ) I a m m and a. 0 a cog= 2/L ft L It k-ft It/lyr le'a /n L To A? rani 5.10 13.36 - 0.01 Ala .11 0.5 13 31 01 M Oily .030 1.30 1 5.00 5.30 (3 3) WSW =LT .10 2.05 16.50 -0.00 10.11 .30 •.a U 3) On1M aT .3o 3.00 16.06 -1.W 35.73 . •.a (I 12 SOS =X 301 16.00 -6.1• 32.30 .44 (f 1) .f0 5.00 16.06 -0.33 34.07 .37 •••• 1) .30 6.00 16.06 -•A6 42.63 .36 (2 1) .30 7.00 16.06 3.30 46.60 .25 (2 1) 0.00 16.56 1.23 07.40 AS (3 13 .45 0.00 16.50 1.66 60.11 .10 (2 1) .00 10.00 16.55 1.07 46.66 .11 (3 1) .n v 14.06 1.00 .16 .11 ••••• (2 1) 32.00 l.N 41.•7 (2 11 vie 15.0 (3 1) .5 .76 73.00 160 3.00 0.13 i6 (2 1) .n 10.00 16.6 4.01 AA (a 1) 14.55 vs.40 0.43 31.10 12 n .O 1 16.6 .21 .a (2 1) 6.16 7.31 .02 0 0 U f) a33a OQ5 .n 15.00 16.6 0.30 (3 a) San cad lea aa.e• 14.06 5.12 .00 .60 0.0 (3 3) 0131 tad as 0 (arid 0.7 • 0 -1 RC a) inpF6 I- 4.06 x403 13 -)11313711 ••AN OITL•CT I0•• Cmaai 3 mmla et •l atlaty m • 4031.00 301 tt•m fmtm a • 3.00 T.lm L arataaa M (Spa/umi deflation) ream nauna Oil SW n llama .anon Mama nn 4 roast IL w..aaw .a( Nn .UI Nln .361 6711 2/2 COUGHLIN PORTERLUNDEEN AC tsW NGSIRUCIURALANDCNLB JGNEE2NGCORPORATION Building B Level 2 PT Design v O Y • • i -# J2 ai "9 V \ ` V Z. V) M. V AI I f ur 4 FP h 4 1 SA ti IJ1 II i. ail {I %.1, aas Sill , Ig IL _i 7 .7- r'i9 Y _ vi • N r l r 4 4 a t l a I (Osr w - H ?ran rifozif I asx w hn a l 1.1 1 1 1 li su • 1 °'" ' no. aims Tr— in aWna YwYw 04 v'u.o o.o MOP Y r� 3 J 7rP9 -• t rt ' i '7,�- . Ail �' A.0 44 aria 1_,�•1ii FF1 r u pi � . ail i _ i a wa a 1 OW KUl C aww : 1� —lam � t 4 �� °i!' O O Eilll max 14 ea I nn t r•9" A a Or rill a+a'ra � 1 1 M [■ F u v 1 i L9 Y L ' fora" a II I ��++.� j rat II 81 a.t 1 si b 1 go' 1 ' 7 : r 1 r L 1300 1 I__ 4 ?4,T LI r1J9 b rI p1 p I,I,r o ti, #sm Y "LLL? w ' (� n O bi v O Y • • i -# J2 ai "9 V L v Level Z DLC10prtf L L Yeas E 7r;1,' to' ,to." rt 3x1.6 Ora L Level Z la-° loprE L� 40 20' w.N >=� 3.11.6 f Project S» 2. Ceti. - te✓ Project No. v- ii' e / 11,64-17.5' 14' 14' Tz,h =1y 6L , SL 6" 62 26' 6L 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • ft 206/343-0460 • F: 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CFVIL • SEISMIC ENGINEERING Co U C� © e 6L Got re. c¢ 1314 /Z Designed Br R.z ' Date: t/ H/U Client Checked By: Sheet of ess:sgaegs ^ ^ ^sx a3$saaaaaa eeeeeeee• e..... ,,,,,.e•••eeeee 3 a as 6 I FF a i 6 e F F a F I I asaea .¢sea 1 111 8@5 C t Ka: F aa.,, a t 1 I nasal g •a's �� aea� i 1 g I . . .o. s.. 4/12/200612:36:25 PM P: \Southcenter Design-Build i arages\ENG\Posttens\Building B\Leve12 \Grid K West Level L:c4e I. MD LOAD MONOSTS. 4 1sACTIOV5 a 5 6 7 < 5.1 SPAS X05051• It -it! < 5.2 SPAN MAAS 00 • enS PUP. dampen 5410 mill Ylrl -445.as •• . catml]m ®ts 1x.35 6.32 AIR < O.> N>CTr Ito • <- 5.4 CMOS 101153 N-it) Iona AIVY -Odor dia 34.11 -X.36 - 140.54 2 >i>.12 3 57.47 214.17 320.17 57.63 57.57 •- Linn LOAD 505405T5. • SSACTIOS• Pa* • V <- 6.1 L I • I LOAD 5PM MOMS 09-ft) and ®O Mica IN • left......- - - -- Slwpa ---• .... 1500 •an 3104.., 1PM as m do m 5 m loft right -1 > 4 • 7 1 -ut ? O m.n 216.40 -37.53 -3x.50 -33.05 -16.85 35.56 1 -iw 00 -50.54 154.40 -20.43 -3 1.53 33.05 -34.04 35.60 Mutt • . castmlla •meta Papa 7 (arid K Mat Lad 3) •.a maid MOM rem AIR am m ma m ma m -- a 11.55 -3 -N 53 -53'54 49.14 dad .50 .w .00 3 35.55 1.14 155.77 -10.04 105.77 .14.04 M0St plod Meek 6.1 Ulm * 6.3 Wilma are maim of all 51d5pd loading awn 7.1 I I D 0 C 0 D alb MPS XO•T• It -it) MAN <- * @• -. o SWtwa -- •- (1005 -. 3 -4 -145.4 150.42 -53.37 1 • •52.35 0*t1A1 -242.43 7.2 in D D C1D LIVE LOAD IMMOS (A - ft) lat. ....- alxpa -.. -> riot. RPM ma m Ed m 5151 m 2 > a 5 4 I - 117.47 55.54 125.25 -74 3 - 233.33 -5•.53 154.55 -156.42 30.1 Mee, • . fM- of-.awtt 4 - x34 Of MAD AM 4153 910114 0e-ft) Maim of dad lead and Lim SW span masts codified for .ervlewtlitr sacks 1 1.0680. • 1.9511 1 5•O 1.11 si0spa lurid R Mn Lmtl .n dpi sax da 110t• car m 314.67 136.56 a -535.38 -470.53 555.52 376.51 W' • . (b.of.s5dmt 55.1 MOIL MMMO AIM A5MOmS OOONs Per Mm. 1 . rammed probla a . .tale Ortatt>..La ate fight portion mm ago0tt • Inroad Made. 9 Cantilever) • glade xtaxla 2 . partial palwola 3 . torpid tmdm TOND05 eIOTZLI TYPE 35/1 12/1 OIL A/L 2 3 .4 4 1 .500 .400 1 1 .500 .iw .400 5.3 - mNCTM PMT -TOACEN MGM Aa TIMM UM, Panda Weld and* a.lNtdt Mal antra SILKS= TAMEN - OS UrO TYOY 3m •- cell= Of OM Oa) - • < P/A Si Mel 4503 It/ -) Lent Cetar Riga (psi) 11/ ION 4 4 • 4 -. 1 321 a x l 44.59 307.15 1.353 7f 3 331.660 33.35 2.25 3 3 . 3 5 2 . 2 5 3 7 . 5 0 155.40 1.559 75 NM a (arid l Nxt Lever 21 .pmint. might 01 *wad 714.2 LD 55.3 55001150 NO MI •0lT- 7•5•IO•1•• MMO (459) •- 555553 a xIMS COMIPIta -- - a ® a 41311701 P/A - 4• um Mai x00 < LiR Caen RIM? 3 a 4 5 123.57 151.45 156.0 212137 212.51 3 155.15 372.05 73.31 312.51 30.41 311.41 Mn, 5.4 55013CS SilS•••• 1451) ltmdm *Me pxitin) LIPT• AIOOt• sop bT1m iw vela 2 + 4 • • 7 • 5 1 - 304.46 -*5.* 256.15 545.5) 3 345.74 1111.45 127.47 - 116.04 -•X.26 Top AMlm as-T Lett ma T ma-t - 473. +5 400.34 -145.17 0.7 MR -T ®I®3 DAL ASCII) NON0515. d11N IMACM0115 < •A• N0N5N1N d-ft) - . •NO011s 4k) •0 left. dam= right. 011) 011) 1 2 455.75 Nate) • • face- n -support -171.50 02.05 310.5a 2/3 5353 14 (arid t Xst Level 21 Mint ] lam[ cola 1540r calla 1 3.575 0.150 60.+17 2 3.X5 3 -.134 - 156.147 -155.167 • - rACtOI4O X0505[0 & ISACTIOX• himlead N ( 1.200 • 1.601. 1.05 s•txdarr ant w(mt.l 10.1 NCl® Dada Ian ( -SO) aY MM. 10.2 N MI - 1 AIR 1dt- aatmPn nfl It -ft) 10.25 4x.57 Mtet • . face -d -•wont m 302.17 300.17 111.17 10.3 RCYO 007411t• 10.4 OClam COLON M]•O) ( -h) m Am am m mit m m 3 i -1 73.15 53.54 -11.0 -1u.25 na.ss -av 2 231.0 175.* 3 110.11 64.14 377.22 43.37 377.23 42.37 Page 3i (Odd 0 5s.t Lem1 2) 5PICIRC ClitnhA its •-ar or SnN Into] - Maims atmt 0.404A - Prat apielti • faOad Ifadpl at anat mFO(f Sarah fa dale. steal l(1npdh /5aa) .. .17 55m vet -Rif Mars fa ddam wm111gn /1595 .. .33 Top bar anted= Ommd then t*tw0 17.110 to Adds bar YRWfa Oamd Mere remind 0.50 La 0®506'005 band ea M 43137.874.7207101 a attad Oho 11.1 TRIAL 11510.3 a OMAR TOTAL ASIA Cad= . 214.00 (Cl damn rights Ma ma Ma -4 5 6 7- 422.5' 344.45 -532.6 1105.53 767.44 851.5 lb 10337040 - .4 at STIIL AT KID -SPAN T O• OTTON AS dwO2353 ROAN ant= a 311 Dar dna anna 0 6 7 • 6 1 .00 4 .50 . 0O .001 1.67 1 .00 1.57 .00) 2 .00 1 .00 .00 .001 1.07 4 -46 1.61 .001 51551 AT •05.001• TO• IOTTON a dROo] OW carman a 0x005 OW 03111511 (lo 2) < -Ole 1® O•.]N -r 3 4 6 S 7 4 f a t $ 'E a.. 'fie : : IR a^ 9 -^a .... _. i 4a o ` D ] " ^ ^ ^aaa ^aa ! i 0 w = ......... a aaa aaaaaaaa 11 I 111 11111111 I$ A's e S - yi x°° °: -- .. ........ J a 8 1 If I It 8 g C ^ 88saaasaagEagaSaasaE8 = le a s^aba =:d T i ^8 : a 9 8 a 8 ' 2322222243 s' 9 hi ej 2222%2 s88sR ^S °888 C ey a f. 2d aaaaa as aaaaaa 111 II 11 38 en • t fl mi P 1 : 4 • • If e a Ca .1 C •7753 aada, 1535; 22 34 ' 1 7.1.222 1 a 3 : 44 18:: ' • a -ze3ss i 3 °aaaait 8883:: b H Ili SgttZt " 3434 ".11 3 1 ;; y 1 s 88°3 All • M till 3 1 Inn :1 al 01 • � 1 , s I - . . i ::5; 1 R; I 1:34.241 g 11 A 1 S 1 IR . 1 i • I :I - 01 : 41 4 0 0 1 • • I " 4 ddd a 3 if if Ee E O00 DOD DOD 000 °OP 1 1 7 aat ,Pt .Pt ,Pt ,Pt ! .00 .00 p. p. .35 3 e. PT-rb 2 U N a 11;g. asses :0... !eels 1 1 n ~1 _ 1 .1 :ass: i nisS n 4 , 22E2 5 n... 9 2222 ataa a a Y 11220; svis assa- a ° sags° !BEEN _ s 1 a QY -263 AAA 11111111 1111111 11111111 1111111 N .::A ^a :3A APS 4 "« :sa " aa ^a AAaAZAAAAaiaa ”.AS:.: 5 num 01 1111111 111110 0v a.. 9 RA: Al l;;;AiFA:AA z ^d"aa . e S : ? 9A SSA.. S a C 3 A g C a a Wa i I a R . ss :ss: e? f i N 9 @@ i F:::iA ii^ai A"AFAa: °R SZ ? 9 x .AA,. SAAMAIAAAAARA :1: i, ;"" is i s C e4 a a "flaa 111111 ii 111111 ^ 11 !!SOAP:" a I Miiii 1111111 i .ai S 1 I pr eel M Grin- • L.Sr Lev 6 2 br /Ors f rain= /S roa t.z' Yo f f' 2 6 fr 6P 2 ; 3 - M,3 Levad z 721x= ) =6 U a- 7-91.1" .. • , ct: ftt'&.#& erefr, be,- ye [?c r T31 Project No. Client 30'_6^ v U ti trin•1+' -6" u cv Sy , � `Z 6Z L, S COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING U D Designed By: /n/ti. Date: 274706 Checked By: b 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • F: 206/343 -5691 Sheet of pr—to 1 8 81..4 888888888888 4 7a4a7ad ^ad ss ^ dd ^ dd ^dd eeccceee.... aaaaee00812 4 I I! 8 • i 4e $Sa 111 111 444 888 dad y 444 444 444 ; F r ODD eee eeo S �- aoY set .ei I 1 I I 144 11 SSS d elan • i 4 4 11 AQ .I :1 a FA FS 1 2s es d I E "@ 1 9 i M! OP el :E o 4/12/200t, '2:36:42 PM P:\Southcenter Design- Builo :iarages\ENG\Posttens\Building B\Leve12 \Grid L.8 Level 2.C.n.. .. fu- OL -IWOOR • • face-of -support 4 pion ®t Of inertia a- CauoiOLL distance to Data fiber < Sri assn 321[5 OffaMw Vida SPAN Ala Tb n 0 *if I m tt (mt.) 211'3 in In In in in NY 1 1 5. 0.25 6.00 22.73 11.20 3 2.40 01 •.n LN 1310 5.04 31.72 1.30 3 1403.55 22.13 1.511 11.34 4 1451.51 25.55 1.41 54.14 .101]1414 91.11 11.30 DEAD LOAD •ONI /T1. SSSSSS S IOACTIO03 • 1.1 • 7A• •0N01T• Ik -ft) • •{.ona (1l • SPAS 5(11• Jalapa 111[1• 14(11 Sail -I 1 1 .00 211.03 -353.33 50.57 -21.21 1.65 - 374.41 1.20 3 ]1•.42 377.41 - 711.13 57.11 Pee: • - f terlia Sate 000! • 5.0 RIACTtD• RI • 3- 5.4 COON WS (13-ft) - • 34.34 ▪ 10.14 3 02.07 Pegg 7 (aid L.I awl 2) 4 115.14 5 HAS - LI•• LOAD •ONv0TS. • I0•CTIO•S •-- 4.1 L I V I 10 A 0 344 1401011111 03-f3 lad WAS P0DCO5 00 -• left. • •. -- e13W • right* ----- • • .man Raft--• 3•1 Ea W ea W as W left rata 3 1 • 1 7 1 f 2 - 110.1 3.31 00.33 -121.3 50.23 1 - 115.30 70.00 111.3$ - 14.111 - 11.51 4 - mJa - 11.1 21.3 - owl• .00 Note: • • Centerline Sevt1 XIS? ate: 1100k 4.1 am* 0.3 a3on aw aria of 31 .kipped lesdia cane 7 -• -•-Nee 0-- .4444. 0 •••••�s3e•••a•••-O•e- •N•N••e-N• - N 0 SPAN Page •- 7.2 IICtam (3 -> 2J COWS ha. (k -ft) W W W 3 3 • 5 1 7- 13.50 .0 0.07 3 5.45 40.45 173 7.1 5 •13 O C 5 0 MAD LON NO3/421711 (k-f57 52 -370.4 -01.00 -13.47 x7.14 414.47 -11..0 17 .4 1 (Grid L.4 awl 1) 11.37 15.14 1.43 31.3 11.05 1.2 1300t1e bat VSO Ia111 fk-ft) 335 left. Mn ----- ma Sin < <l�t• mai a 3 .41 33.4 154.17 - Pea. 3 -150.43 17.022 50.51 3 41.01 100.25 • - 34.55 - 57.23 105.35 W: • • fie- of -e.p t • - flair WA 1C Ant 19000 14x1 W: m 14.1 Maim of NW lad end live toed weer mN Cabintd for 4av1CS0itity CMR. I 1.0001 • 1.0011. 1 Ln• • - . ven an e140n flew• SIDS Mn Sin -1 0 2 33.e1 1 131.13 637 l 1 13 311. .Na -320'4 3 -30.15 -212.31 -ve.40 -331.22 -41.14 -120.12 1 - 401.00 -1.0.05 37.74 30.03 -111.3 - 704.•0 4 -505.3 - 155.15 31.12 340 .11 31.70 3.11 ▪ - MARS= Wp! -TVIO® raCO Ai Mega wpWs 5.1 5000713 Ina Ai 2102225 ». !o IPA 1 • ee>aad 0613W& 2 • h pd t x403 with stzLL3w partite! Oar .00 t 2•03903 Sap • 131d 1.1 Nwl 3) S et Cataract 1 • dale p•r300la 3 • peetl3 parabola 3 • harped tale 1 1 i 3 1 4 1 Pe TI•DON 1105nil Tin 1171: 32/0 3/L A/L 1 3 3 .100 .100 .100 .100 00142 editing ale selected: 10617 303032 2/3 A00 • .l - 00LKSa 53T- TO1f103O l 4 P O Tliaa Dna SILln90 t4Lta -- CAµpY190 721175 - -- REI •- Mama 3 e3 (13 - • slk Val 1021 S PAN (k/ -) Left Center light • (4i1 (4 -) 133 3 4 5 0 1 4 1 341.040 17.50 2.34 101.00 1.141 356.020 07.50 151.00 2 251.000 2.35 101.03 1.441 4 165.000 30.31 2.35 101.05 1.307 el Wwaiate weight of cured 1163.5 a 1.5 ISOOTI5v 1400•4 •OST -TS N5 Zen 1 NO SOC3 Oda) •- iii 00575365 dOTITAO -> - MAUI 6411421011132 P/A - • tar. C53a nat. T3 ? • lane flan ▪ w 1 4 5 1 6 6 00 119.15 32.51 156.55 175.21 175.31 1 50.3 .00 25.45 30.31 175.31 13.3 144.44 171.3 171.11 179.1 175.31 6 170.17 201 .00 171.31 170.21 175.21 M} 10 (arid L.• Level 3) 3 v It if C 3 -------- 190111 (testa Sawa pai4w1 3I 007• 1117 M701 TOP 9017144 en -T ei-C eaT ea -T ea -C 3 • 7 i 1 1].0] -31651 -14• - 720.17 3 117.51 - 100.95 1.00 332.65 -303.53 AOI.7$ ▪ 53.54 -14•.14 -114.14 141.21 143.03 4 294.91 13]9.11 -]90.99 ]•.90 Neu: • - fat.- Of -04902t TOP Sorra ar -T en -C ei -T Ya -O 0 55.03 150.13 -301.39 3 -330.21 156.33 - 400.03 T - 330.20 11431 13.13 • -37.71 530.00 -31.13 W.T -1Wa® ®:1 a RISCfla 4--SPAN • O)4 3 5 T 0 (k -fl) - • AA 4 -• 153 6tit 1t l - 010x• 4.pe tint. 0(11 alt) 2 2 • 1 1 41.27 311.03 33.05 -5.12 i 30 4.06 100.51 213.17 3.3 i 301.35 - ]11.17 31.3 -• 1$ • 141.17 305.75 26.14 {.1 Nita: • • fill -of -tappet le- •ACTO300 5ONINT3 • I•ACTION• calculated es 1 1.100 • 1.311 • 1.00 .eepol47 Y®t effects) _ - •eaYa• 10.1 5ACN3i 0Yfa IOilf1 (3 -n) Ufa • .daO - • or - rig• a 4 SPAN s O Ii. W 1 44.50 45.57 141.3 511.1 -33.57 f - 433.1] - gf.62 11.]{ - 211.41 -01.74 • -403.63 -30.3] O 443.31 01.1 • -103.07 -554.03 1030.51 406.01 41.45 N ona • • fae- of- •rport 35- 1 1.117 1130:04312:4 OOa (L -nl 267.3 60.3 30.67 ace: • • fee- of- eapOrt 100.75 11.05 111.50 Lear els OTAAT wli. .414 .014 .000 .000 • 00 .300 .000 (aid 1.• Level 3) ADAPT-PT 7- 7.10 AC1 -03 4 371.17 1.01 13.3 - l i Milli Mil r 11113181 1131!1 u 8i F J 3 t N ■ = A iiii .... ...... 4 Ut 'd 4 . 2022CF337313 �1a 6 C ... SSFY2wg3: 2F074 N Xa a ea Cel SSFSY _CC I t. .. . . . ... .. 2X1 ^ "aaFaF 7272 4 ':83 SCSCS0YY et HIM la 383883 ...: 8°328 3 I X t as .F. naasassa " "' 4 : 85SS311138S:FX } $' .' : .8 ...YY SYSX° 31 ° s1 SY t mil n8n 4/12/200o 12:36:51 PM P: \Southcenter Design -Buila varages\ENG\Posttens\Building B\Level 2 \Grid 2 & J -M.3 Levcl 2.Cre an CaPaaRc- RmCIOaa COMM ORWP now 1733 Pmltla acad. tit• *30. Ybwd City. Cellfmnit 04041 anus-re FOR I002-s1® eaPJVtW a•0Y1 ow-Wm 1.10 Attalla- tail )1t -OI /30 -031 Warr mWMa - ttnnmtnl Oa0Itt. Oaftnr. Syne. 173) PwA1• .bud. Saito 220..OYmI City. Califosia •.tl 1md, 1401300 -2400. raw (40002t4-407t tall. t4goRW4tbft.ora 0.0 Sites httphihnar.aslaptileft.cos WTI an TO- a Pa04Y m1.VRa. bran? Inn. rtOJtCT T1TL4 Wthmttr Garage Bldg P Grid 2 t JAI.' w )Aral a Pa 0.2006 Y SSa. 1012 arid 2 a J -11.) level 1 -4•n Bevan O4•ttAL 0058011 PAIAKOS10t 5X' i2 RPm18 n 34 048. to CalaIPwas 80011.4 4•i for COLUMN •ae.w pal 502)26• a aAa aTr for VICN- /Od•• 441.60 41 for COLONS 4021.0 5.i O! factor fm mfattim fa Nat /OJa 2.00 annn Rax 114•04 nV 568• 150.50 rat 11t•la ragas limits iOatipla a tf Y Top It Gotta 031•11Z5la SItYS limit. M6tip10 Of R at all locations IInoae, staff oo.sr at Tar 1. 00.04 i s Gai Cover 4 is Wain Cover at WITOil l.w is SWIM pea Raaa• tnaah of scold 270.00 Rai t - IIPO? ••OM•TaT 5vn0a •fttotl• •n0a L COMIC Wilms) 174.0 lei &tram art .1R a Re OS of Cadge from TOP 3.70 L M. OS of tendon ftm mortal for 84080 spas 1.70 is Ma OS of tsars from RUMOR for OSOIO spas 2.25 is we satraps pvicarr swm *30.00 4•i )ax wain between wants Meter of wan depth) 5.00 Tanta wafts type ml coast width. lase tactics A Peg* 3 (rid 3 • J -0(.3 WW1) SnMI•• V. 7.10 an-03 AOLmM OTIOM ®, W oktura. team WPM scant of Iatna O,0 Support is 2107lPSO Arawa UM= to Ca or Disport at Latca pltatifiatim allma(amts cwit0ibutal O Iff.otlw flange width atlmntim STA O ftmi• flange width iolaatttim at M -act 3.1.1 PRINCIPAL tPM an Or O11Zr00 •WA • r I I TOP a LOnTI N04 021931 width thick. A • 0 ft I in in I in it 1 2 10.15 4.04 seam 10.00 2 2 211.50 24.00 20.00 00.00 0.00 tdnall®M WAWA RC lRUntWSR width thick. Rae loft right la is in 30.00 .60 .5) ▪ 1- a - . ) - • Caw11PV¢ 1 • 4Ctbaln satire i • S a Inverted a. section i I section • 7 • bgwM T or Stitt L • Joist • waifls it - TOC Safes to inference lint 2.1.3 Merin =On Oats OP a-icM SPAS teas Or6R.s flat On P age 3 (Grid a • J -0(.3 Small ADAPT-PT S- 7.10 A I -Oa 1.3.t01 •1015 t \O COLO0• Dail OaOR' OR COLORS 4 - aLa 51011 L®ft UMW D 11.1. LiOW WOW) CF' W W2 is ft a a ft a L 8 40 14.00 24.00 24.00 Ill 4.00 24. t11 1 14.00 2 24.00 ti) 12.00 4.00 4.00 11) 3 24.00 12.00 4.00 34.00 01 12.00 35.05 24.00 11) "a LVAO non COIDIIIc Res (COW raw 4 pm rpm. .. la for 1 0 acad. a St hedged 4 fir ad Sian at near ad. roller with rotational 'laity at far a1 .. • 4 ▪ -INPUT ••PLItO LOtoa11• • o ...CIJY -__• ton . o•O roan o 0 =POA 3 - •Law a-na L. PM IWC • • 030y)tM110 • • YRJO InYT w. We LOPS a. we a mng4ed Coo geastrr input and Crated a lead loading mit OlMgbt • 00.0 pet ivtattY 1 ha ... To) 1 M ow C ...M.) Total to Crib OM vat- Tit• gttt) 1 ft ft IL-ft cc • ...ft) Lift 0 • 1 • 0 L 0 1 0 0 1 a 0 l • C a 0 C 0R, tin W02111 a tan/ with • chip Omer Of 1 1 C 0.01 30.00 C 123.00 3 1 C 40.00 _50 3.00 0.50 2 0 . OnARm mAMIa lean Lin LO1a0 a 06PP0 with • ship factor of 1/3 40.00 127.00 20.00 1.210 Papa • (arid 2 • J -0(J Level) tOMS -n v 7.10 ACT-0 i O O 1.210 3.1 - Lw10 M M4aW M O4't MOT tom WIC 75 POCO5IO aim twie2), t tea. or CMS. ) 1 11 . 14 0 11' 1 tIM C•t TWO IS01a/ft) 1 bet or ft -ft 1 1 11 -ft • R 1 1 2 2 • • 5 1 t 1.00 4.1 Par Wain BCC and Omllttaat only Tributary Width Pffoctt• llidte CPU aaq TO It ton lb R L•4• in is in L. in is 1 Ilm.100 81.13 13.37 50.00 .13070.05 21.71 13.21 2 1170.50 21.73 11.31 70.30 .1313W05 31.02 13.0* Mott Ipm /mntilMr a Ymlfmt. to block 4.2 OROO LOAD MOMPttt. OOOOOO • tI•CTIO05 .1.1 ••A• •00(05'• (CM > .L3 MOW (t) • WV/ f and 3 t J -IL) Leal) Snit 11031• Sidman Or). an) Oft) 3 • • 1 333.05 1 15.07 2 34.37 81.13 3Ot.t . • cats3W eta Sena • 5.3 OKTI• 00 • 53 3 1 01.13 WWI .. Cattalos ®4 7- • 00(00 f. ®140 TO nCa -Or -[Orton ant 2 1 an.11 a -5017 203.25 4.12 43.44 87.08 6•.70 WI LOAD MO11tN2a. 0 ••1 CSIOlS Left* SSSSSS c--- Wary= • . -.._ right' d3 Ira -. na as W ass sin oat W Left float -r 2 ) • 5 • •.) COY - 10@5111 -at) Oar as W at sia as W 1 13.44 -1.4 •.00 -80.74 r.n 2 70.45 30.10 11.04 -23.36 47.0( 2 *3.4 .4.02 01.04 -10J2 22.10 Mots, 0102 4.1 [bough 6.3 went. are *sada Of all ranged Wain caw 7.1 ROD 00 14 RAD L0sO manes (13-ft) Page • (arid 2 2 J-•J Peal.) aooPFn 0- 1.14 PLY -0 7.2 • • 0 0 C a 0 ICS WOO left (1-ft) Left' . - - -- stdaa0 • right. 4/12/2006 12:36:51 PM aN W sin Vas W 1 • a a l 13'0 131.30 - 201 -04 2 -a -44.17 104.13 -41.44 25.33 bU, • - Y or VpD Ape LIVE I01011I3 Et-ft) Mao of dad l a sit la am 04a Mat. 0 01203 d for aateltaklllty Ow• 1 1.0000. • 1.0010. 1 lot• t alaya __. tat. oa. W •31t -4 •31t W W 0 7 4 - 1 5 .03.54 49).0 115.0 -002.0 1 .73 -483.32 303.0 144.0 Meta, f - 4pACIt 4041- Saxt4® PM= YO MOON Snap 3.1 PWlla TYPOS Ali 045540I• Mat for epee, natal T ann P as 7 DMA 3 & 0 -O.f nal/ A24Pa -f2 V- 7.18 3=-02 a • Asada anon with aria pain ay Osw 3 • Eatwa tea tail•¢, f • partial parabola a • harped taan 4•14 DON Tin a/0. Alh Alit u0. 2 .0.w .100 .004 .tar .100 .000 9.2 - 1122lCTID Pal- TWIaOO Pad. a MOO* lW Tanta editing NOM anal fowl mama. 4444- -a__r ^• 4516110 MOMS -- CYNNSID 1552- - -- t r0404 •. Mean or CM Ill -• 4/A lal 151 •• le/-1 Loft Cant Rife Ipell (0/-1 (xla 2 0 • 1 244.000 22.00 3.0 33.3s 25/.97 3 01 100 i 204.400 22.83 14 22.00 261.47 4 115 01 Styr otto wig6 of as nd [15.110 4.0 nag Ia E0 Man •0•T- TEp•IOII.0 1.01691 (kapel 43 a IWw OkO2TOAaa -. - N. ®a 1®O 5/k MW IS• 004753 I0@• • LEM 00011 are _1 a 1 • 3 • 7 - -. 1 .00 103.73 130.4i 144.25 144.20 144.33 2 140.43 1L70 .w 145.25 144.24 4 144.33 Pots, • 1{ 4 1 c E 410 1. 4 5 • (peal O.alia Ma positive/ LOIT• {Ia•T• Pap• 5 (Mid) 4 0 -01 Lw11 MNi -a V- 7.10 Val -Oa Tar Bann 704 arlu( P : \Southcenter Design -Buila varages\ENG\Posttens\Building B\Level 2 \Grid 2 & J -M.3 Leoei 2.Cre es-4 Y -C YsT •i-C nit -t flt -t at-? o a -C TOTAL Ank Cala - 420.00 ft 2 -1 2 2 4 5 4 7 a • -- 0 31•.05 ROM • - f4•-Of -Sant 400T$•IOIIIC BALANCED 001(•154, *Ma RENCIIMS 1151 • 1a a salsa tap.• 11) 4541 1 173.33 Stet ▪ law -a - nova - 1elx i Vote colas upper 0410 1 - .•al 71442 10.50 i - .•51 - 24.550 - 40.171 5 1.275 - 21.204 - 21.404 11-TAC •00SOt• • }tkCt1O1• !non ltalatw 0 1 1.304 • 1.a1.801. • 1.Oo swam mat - allies) w 4417® wall MOT' (k-al Page a I0414 a • 1 -4.2 Taal NM W 31. W a o 1 -41.41 22.44 774.44 329.13 -W.4) -alai 2 43.40 - 104.1] •50.15 244.2 33.15 f.0 Ma, • - lee* -of -saws. Bon, • - fa)- w -tg0ea 174.44 C alt• TON 301W as -t 442 -C Alp -t aas-C a • E -Na.47 39.34 -204.42 -490.51 103.49 -10.40 420.17 loft. .1upa _.t right• 16.2 560.n I101013/45 (14-ft) APPS • - left. - -0 •- a00pa -• •-- nay - s 2 1 117.04 143.28 111.01 i 54.2) 44.32 34.20 -344.13 -344.15 1.28 i0.) Palla larion 10.4 arc a IOIi snag (k -ft) la 300 rt W az W as W a 73.03 47.44 -].a -a.a 44.•2 - 101.41 a aw.72 8(0.11 04.14 - 24.41 h it 42.48 3 05.04 30.11 05.40 9.01 87.97 12.09 ORIP(C Cann)A for aa-W w •M0 52011 - alma •ten - lama eaN1t/ • famed Iwaw1 moat apart cut -off tack for afdaa 5ew111aaptkhl01 by at -off Lath for mina Eta llaak /ap01 •• Tap bar main aced maw rewind 12.22 l Botts bar atoala h•ywd an required 140 l 3411140fl r based at NO MallallOTEN of facto d ants 11.1 10(44 15102n w arm • 04.5 lb Mena • 1.5 pel 2/3 Papa 10 (014 3 & 0 -14.3 La1a11 AD1R -rt 7- 7.10 ACI -02 1).).1 STEEL AT HID- Tit• •DTTOw As OIROnr Ian COSLIA aa OTIMMINIT Maas Matta MY (lei) a - -_®,T IO1-- b.)5L -• ISD']I • OIR - - I0- -0..aWa 1 .00 ( .w ]0) 2.09 1 .fa 2.04 .Val ) .00 ( .w .00 4 0) ].0] 1 .w ).w .301 11.1.1 •StIL It •0••0374 40P POTION N 01P050D Ma 01tYIA N Dlf1WT gr as 0y1Y1A .tom (lea) ...�DII 1001-- bafL -0 -4 3- 7 1 4 4 1 0.59 `401 1 .401 f 2.50 1 2.00 301 . oar 1 .001 2 219 ( .w 3.24 .30) .03 I .00) WOO MOM night a1 shear alwtl Earl e (l taa•a of a 0400 It .heat aaaatlwt 60 Mange of 103-01910 N Min a. la M a0. MO Ns . Ta .. - Maud a rta sad aONea Iaa- ely mat *Maas 183elada 04451 .. Vt - a SCI sea •ettlw wave 2 W p.n&s lbla Vale* Of tlfor1 /7 wawa as pssaYOla• an of Sllel - 0.2 gams A4 • 1 au raialaraa remind f W rltweaat roman, for Oita alp 3 Mira nand by Wyala an for La WR4na (if ap) 5/4 9.50 54 41 tip of calla, as VIA 1.04 55 at (Suit support aM • 1 t(5 • 13.40 ft On Spa (Ala 1.40 w 24.00 a ) 0404 11 aid 2 a 0 -11.3 tall AOafPR V- 7.10 00Y0 5 e w Y PATIO Al UM ETNA 3/1 ft l k k -ft MJwint la /ft in ft w 250555 -t a a • 7 .Oa 20.40 -11.04 - I0f.37 ,32 a.0 35.05 70.40 44.44 (2 11 .15 0.04 24.00 54.37 10.04 23 (2 11 .12 •.N 34.30 -0414 177.44 .27 (2 11 10 3.10 25 -04.11 243.48 .25 (2 u .13 7.4) 24.4 -41.35 843.15 .17 ••••• II 1) 4.30 24.00 -0.04 07.77 .42 11 11 .)5 15.45 20.0 -47.44 027.44 (1. 1) .N v.a0 21.74 -53.10 0.41 A2 (1 11 .a 12.75 32.40 -0.44 445.37 .0 b 11 .50 14.25 32.75 45.71 774.44 .51 34 5 (1 n MOO OIOM .0 1 32.34 - 0.44 444.05 34 3 0. 2) YMO 101 Ale 3.92 1.20 422.25 .5 34 0 (2 21 25M0 Oa ,n 24.24 042.0 (a 0 MANN 01t 2 ]2 25.00 127.04 733.0 1. 44.5 4 al 7 5 82.45 25.00 144.27 473.44 1.04 44.4 (2 2) ,40 25.00 141.04 .27 1.07 3.5 (3 3) 4 ft 02 25.00 03.74 - 1.02 10.5 (3 2) 27.2 LM 475.24 1.44 23.3 0 82 5.35 81. 135.14 -775.40 .45 34.0 (2 2) 50•0 GILT ). 00 20.50 22.30 33042 -1473.72 aY • ] LOOM • 24.30 ft Iwo epa• fta 1.00 ee 0.40 ft ) a a a w WSO Av I44 04415 i/e It to k k -ft Vu /P•VC 1072 /a In Vt Av 1OW54 -1 4 0 4 l • 4 -10 11 - - -- .00 3.22 100.22 - 1023.10 .00 1.27 33.23 -147.44 •04.12 .a ,04 24.0 0 2) TOO tlld 4/12/2000 i2 :36:51 PM .la 2.04 22.34 -234.34 -wa.74 .ea 24.4 la 2) •13 OIO1 lal -it) 73 -346.53 .04 24.0 13 2) MAID OfLX .15 ash 72. -ul.n -20320 34.0 (a 21 WIN OQa .236 24 20.00 -100.00 1.11 .04 I (3 a) MO O06T .35 tJa -122.20 337.03 24.0 II 2) Wan MDT 20.00 -115.27 017.90 24.0 (3 2) germ c .20 24 .00 5.15 077.74 (1 11 .w 17.20 20.00 35.02 77444 (l 1) .w .l2 20. e0 32.20 400.40 5.557 (l 11 .00 14.03 41.75 434.75 (1 10 10.10 u C0 41.31 314.24 .01 •••• 1) 14.90 40.40 317.0 .00 11 1) 17.00 47.14 134.32 11 11 .75 13.13 45.21 113.00 .00 11 11 .00 10.40 24.00 01.07 133.00 .00 12 11 0 v (Cr14 a 5.7-11.3 1001) OWYL - 1 - 7.20 AC1 -02 1.34 20.10 30.00 03.94 04.00 17.32 03.01 10.01 rave 13 (43C a • 0J.2 Lava) IO&R - V. 7.10 Av -0 12 -MAYLw4 //PAY 011LOCT2030 13 1) (3 11 63 u a meta.* at 0l•001.t3 w . 4031.00 Si Crew (tutor rattaetlwltiron...( 04 t0110.11391 Whop ninon axed 0.0((0`19/1 aeaeliw O( netica 14 •113434 wt. Volvo* b prsthh .. an Iwo. /o04 0431.ctim) ratio. ocarlas AM ALL L facer Oowwa tOVtXH .- 3403 LL DL.v CL.r(tfYe LL m..rt.wma v -1 a L t 1 0 -4 03 02(103131 .03 (147471 .020 74761 - 3 .01 .041 70317 .01(314 41 .061 63041 1 P:\Southcenter Design -Buila sarages\ENG\Posttens\Building B\L vel 2 \Grid 2 & J -M3 Levu 2.Cre 3/3 Pr eject Project No. Or:.)- 7- fain- ) 6" f . 249 Levi / - 1-719 j, fr,tiw?eJ level z 441 DL' /o 6 LL = go C 6 ° "" 43-°' n id Client 3o' -o' COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING l Checked Br C) - V v o A 6 10' t o /o' to' 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P.206/343 • F. 206/343 - 5691 Designed Br Thz.n Date: Z - /x /06 Sheet of pr -i 7 4/12/20112:37:04 PM ADM -not nfl arra liOnla flInt 1732 Vona Road, flits 220, 0 City, California Won aim 7.15 anal OCT 310-02/13/C-63) man cam= - atractoral arm Sefton Moe 1733 intaide Road. Mtn 235. Ree Mad City. California 94061 Phone, (554) 304-1400, fox, (555125•-•375 onIt, Owpartsaapttilatan. Nab Met btiosfanalataft.coan MA Am Ton OF MORAN MCOTION Alb 0.0006 at Tin 10.54 N MI= FILEt Grid I a La Leval 3 • 40340T Taint. matater stale Bldg II Otis 7 a La Boa eel 2 1 - ONES gPICIIIIID Ma nna a at dm. to COMM 111P441010.1111 0505.00 psi for •0011.00 psi lang OP 23.1417CSIT for 410011Wina 4031.00 ksi for Call 4031.170 catar factor for Manta for SIMMUNI MICOM a lane& Mr at Mee pot TIOnla kultiple of (v.51/a) at Ms at Motto. oilieltserala Man lints banns a Ian) At all location ROSRPOlonan Tina argil 56.60 ksi Mina Co... at TOP 1.50 in Masts Co... at a017134 1.54 is pOsT-MitIONTInt Ora as ulna strati. 04 Mead 370.00 hat n110 a (grid 2 6 all DIvel 2) a0/1•T-fl v 7.10 Aa-52 any a/MGM atria in stand Mali S trand area gin MI of Mike Iron TOP itia COP of tan free flat for INTERIOR font Nin On of tam free 307713N foe liTERTOR an am •--ca-ion as Ma atom amain (factor of lab depth) Tendon profil• trot and soma widths -Z•POT 33333333 2.1.1 Para sen• DA OF Dna Man 175.130 Si .113 1.75 ill 1.75 in 3-25 is 1111.00 pat (see satin 51 AMMO MORN OM. actual skit a of Inertia ova slaPort in Ian= N oma =OLIO to fat of Ruppert Tot naiad plaatiSicatiOn alleanats rodlatributen afectivs fl-ants width ettenSeratiaa 77111 affectin flan width ieglOrentatIon and .31.6 A a MITZI VIM. int•tE vitith thick.] width La. RCM! loft right 4 N It 1 in in in in in in in P 0 I Ming 1 fl••JOS RIO acartxplail • • I TOP acenvanDa 4 7 0 1 2 70.00 24.00 35.00 00.00 5.00 30.00 .60 act tan ' - li C.Cantilevor 1 • lantana actin 2 • T or Levertad L make 1 2 • I action • • attended T es L action 7 . Joist • • Waffle ( ) PASouthcenterDesign-Buila.iarages\ENG\PosttenAlliuildingB\Leve12\Grid3841,-MIAnna2A:re - Top Sara to reface hoe 2.1.2 Warn Ma Dm or Mat anal 'RAE 11SPRCITV4 'ID!! an 1 00.•11 Mild 3 f•L-II Mel 31 ledT-VT V- 7.10 34-112 2.3 - egfitORT •313T• AND 40401411 DATA POPP= LOOMS CMS WM COWDEN lail Lan DIDUJ D Clic. la MIA) D a COWL in ft in is ft in in I 1 24.05 10.00 24.00 34.00 (1) 13.50 24.04 34.00 III 2 34.00 10.50 24.00 24.00 (V) 13.06 24.00 24.50 (1) Mk a 1101:40•Ja alai a (Cr) and at bora ends ...aka • 1 Mod a a elict. find at fax aid • 3 nand a me M. binged at far end • 3 ad at war ad. collar with rotational fixity at far eed • 4 I-INPOT APPLIED L OADISO TYPO MD IMP 0. Nal • • PARTIAL OMPOPII 0. • MN LOAD C • comlftla3 4.• *15U Dar La a LOAD le Mr Nat Mimed Mt geometry Met ad mated in deol loading gait nellbeight • n 150.5 pa Memmity Fran ... Ti) IS Or C -At) Tata en Mb a CLADS TM k/ft I ft ft 5 (k-ft ot k ...ft) 1 2 I 4 0 0 1 a • 1 L 1 D D 1 In 1 L v. Ian 24.00 1 D a 74.20 Ping. skalltRa Ian ROPODSO S eta • •Dnaastilasr is Nommiftm ma block 4.2 1/2 34.60 74.34) 20.00 25.00 3.1 - Wain At Ala in a Mu ant Pa TO Man ..... am-a Ma 4 laritt 3 a La teal 21 AMT-PT V. tie AC:42 (kift (C. or ma . ( NON II istaN CLASS Mg Matti ( awl or faft I ( aft • ft I 4 • -CALcULTTID WTI° PROP ...... 4 . 1 Per am kauo and entilyno only Tribistary was • affective Nada 57311 AM Tb TI b I TI, It in in ie. in in 2 • 5 4 1 1170.00 21.73 33.27 54.00 .13011•05 21.73 13.27 I. DRAP LOAD ....... . ...... 0 litgaCTIOng • 0.1 • • • II 7070030 (art) • • 5.2 at an 00 • 5•231 sill. Mat allri• 4311 ale) 3 1 3•3.34 risi Notes • . cwatarILae t. MINT • 5.3 0SWII 00 1 41.52 3 Nate. • • Cansarline ants nate. • - face-ol-napport Me: left. eat sin sum OP Daft An toll 110411111 laft, ▪ left. flaw sax sin 3 Lear oinims•---Opper caws NM 3 a ak tent 25 4. Li° LOAD OOOOOO OOOOOO 0 •gACTIon ammaa•-••••••••• L OAD 34401 MINTS (Mt) end at pa (k) left. OOOOOO •--- madam ---• rant. 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SOS- x -lepwt wO 1 44.41 214.04 2 454.01 111.02 Pats. • . font -x- 0147004 11 -01 AD •T••L 2 1Pwt mdse R9x cola ItmtI IOY0• (t -R) .000 - 174.417 1e- PACTOIIO oo00074 • 01•011004 Calxl4tt as ( 1.300 • 1.041 • 1.04 Snoods sent affects) 44.3 !0121® Slat Wit O-tt) left. e - 103120 < right. afa < v W 1 -134.11 54.00 743.44 117.46 2 -w {. {{ -040.3{ 1340.11 044.04 woo 11 (arid 2 woo teal 21 TM= MSS OF RS2I • 0 74.1 lb_ 70172. 4114 NOws 333•.16 ft - 3 .O0) 1.07 1.07 1 AT SUPPORTS Da OSTwOS3 Mu. a12OSI. 10107 IW'21. -047 047 - -44.x4] - rlpt• -> 447.42 130.12 04.122710 a3I1IA Ian al -Mx an 00$ 2E S - Main 1[441 0.01w - at capacity a Stand (dais) at S ept bat -off lope far SS Sol length/ .0) .. .it S pa bat -x11 length Ts SS lttl(lap0 /op.03 .. .33 tap lot eReww Loom] ohs eeplaed 12.04 x lotlm tar ettOin baron 1204• tsuirad 12.00 la Ida 14.3 SOS UICKC• 10.4 SIDS a SS R-KI (hI . -- Low 4770 <.- Dwfa ool SW 44 . m na s m • 2 7•04 . 11.42 21.44 $2031 . 1 • 250.47 104.17 .w 3 111.0 43.67 300.00 x.20 1®xm1T sea an a mvnxala of factored tat. 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K 4 a.z4"d , . a brio, 4. 3t Project Project No. SLAAkre4,.3er /�,m 114 P Client 413 PINE STREET • SURE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • P..2061343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Designed By: 13n—AA Checked By Date: //24106 Sheet of PT I% 4112/20L 12:42:24 PM P:\Southcenter Design -Buu; .7arages\ENG\Posttens\Building B\Level 3 \Grid 3 & L -M Le`-, 5 Cre 300.3 NPoPent1 23103010•1 LV1Pf YI•I•• /Win 1713 000 in •W0. • Sta 320. Si-m0 City. tnifonia 34041 an-n !i ._.an® ISWW 1ma Version 7.10 a (a CI ]10 -0) /t .3) PANT N•v•a'aa - •t3weaal Naga •Ctnaa Span 1733 0470310. lad. Was 330. Yyaf City. California 04041 Plea., ($001304 -24•. PN. (4001]04 -4470 Mall. Mgpat.woa•Cft. ora w au.., lenstf/tretlideptsoft.pe MP AM TIC OP M®Ja RaTIai Jan 3$.PN N Tisk na1 nO10.T FWD Oral 3 a 400 Level. O $OJOCT TIi4I • wt•eatar Prep pa$ Pi 2 5 L -O W inn 3 1 -Oen 03EINIED sa••taL 03.00• PARAM•t•I• ota • O•. ,non at u dna. foe l c a •400.04 0•i for Cmaa 000.04 •.1 PODOfa OF W,1CITT for e0M /IGM 4401.0 bad Cog W 401.0 W aW factor to dalast® for M /aN• f.0 mar Inlay 10.00 per am1OO nal Unita (alt1P. of (to)1/3) At Top At Bats taCRnW MIA Bait! Yoltip1 of IW el) at all Latin n ➢ROCO, to nm •aagt• 03.08 W Mlelea taro at 1003 1.40 in Patin tan at WIT= a OCP- fSIiO$0t MUNN n ad taote araf0 of •tt 270.00 Average off•Sin strap in Stand ILall nand area Ida as n peeks tram 70 , O COS a teen fats 1101703 for INTERIM •pa Ida CS of team fN rant for AIRia •p• MIS ara•pt pr•tapranim an Mina hating. tuna Motor of flab data] 730da profile tnp. Std minor . la b. AW.T• $IOM 11•4 Structural apes. Mr Mean of Inert. an Penn a NSIAe I.Sate 3nIICm to fax. of .yaert TP LWted pauttftatio. altandreanatli x.di.trltval n effective fines width ematdaatlm TN affstve Ile, width iPpl®atlm need let-1111 00 2 laid 3 3 L-M Laval 31 aeP -n T- 2.47 MT -a a -IMPOt O•0•STWT 0.03• 0.34• 3.1.1 en.exe 4 •R 0A OP POOP SPANS 170.04 141 .114 lea 1.7• a 114• a 3.3• a 470.34 W tan aim pi P 1 TOP ADftONRPa 1 UM Sta 01 1 RI Latch IIIDn 00101 wine this.I width thick nt rI left lfIPLOA N ft I in 4 1.4 in in in ..l a ] .. _t • I 7 • 0 10 -... 3a v 1 1 ]0.00 it.ee 30.03 04.00 0.00 30.00 .50 .04 1 OP - ran O _ - •tllever 1 • 7 or tav aa •t anion 3. 7 lat 4 attics antics 4 • misled 0 or I Palm - Join Waffle i L C 1 n 0 3.1.3 PPR1.a Omit fin, of VQ[OI.I SPIV• SPAN 4 •!CTIVI 1®03 in MP 3 (arid 3 a Lx Ia.l 1) MMR -R .- 7.10 SCI-, I OOOP < 5.3 OaCRi DO • a- 0.4 - omen a -ft) -0 1.1 -00990 ST 0107• Ago COLOR• DAt4 Sean, tan dfi PR ma troll LOT= • (OW 0 CDP tame •ID= D nark IDs. a ft in n a ea to - -1 a a • s- .... .__....p • a- ...n.... M a (arid ] a L.$ Level 1 147, -, 7- 9.47 a, -02 X 24.00 13.00 33.00 24.04 (1 .d• .00 ill a 34.40 10.00 34.10 34.00 (n .00 .•• .m 11 *TM tl4i area, 02113I2fa COOP (CC) - LIST LOAD MOMIIT•, a afaCTIO*• find at Lath m ... µT10003) 1 Intel at wet ed. find at fax eat Glad at On ad. Lard a fa Yd 1 a -_ 4.1 L 2 • • • d • D PM SW0S a -ftl W ®a /Sat (Al - -• find at near ad, roller with rotational Laity at far ad .. • • 114• R RRRR a - SSpn , a - right -Ann )Sef- -- W W W loft right N 3 a • a -47.00 47,33 ul.0 uL.44 -Pm -21.50 10.01 - I • • Ntalta peen. a IPM .- 4.2 aP 1103 It) - 4.3 COMM 330•1411 04-ft) - MD WAD v - ofrslma 9 • aa,1u o¢evm 0 • tnn Loma 0 - OOfl M • Natfn Par .Am R W ' as m R W LL Ltn tag - -1 a • • • 1. M. M span K • •a fa ataxy inlet ad treated a deaLading dLading 0 • 1 31.30 .00 pd a 14.51 .04 01.7) .0! ut00•l, ( P S o ... n I 1 M or C ...N ta I Tol on Trtb PAN Gal Tile WL _ 1 I ft ft l It -tt S • ...ft) Wit •1 -- a 3 -• • • 7 • a- 30.0 1 L C 44.00 10.00 I D C 73.20 10.00 3047. 00111150117 maNIs pp Ml® Oak • m.a /Catilant 1• Oamna...as block 4.2 1/2 10.00 3- OLIO LOAD O0Daaia. • WIACTIOD• .1.1 0 9 5 • M O • • I T • a -ft/ , •O.3 OM MOM 0I0 • •M• 011)• PPOae aft)* 0.11) Par) 1 2 1 a • 1 _172.3$ 303.93 -70.37 43.45 Mote. - Ntarlls sang 1 90.19 .072.23 a 43.0 10.47 Oat., Ina. AIMS 0.1 Pomp 4.0 plan an Seim of all Mann 10.1a cep a l - •O•137 10 Plla- P -RfOn SR ate. • • fan -of -rapport 7.3 It • 1C a • LP[ MID OYO30 a -n) la•• 4 (mid 1 5 L-11 Laval 1 MM, -n V. 1.1• NI -Oa 1401. ----- �Npm • Tight. PN m all aft Moat. 1 1 1410 141.0 43 Ina CW Tim Lantk/LI ( Nit o ft-ft ) I It-ft M • I Wok Page • (and 3 a rM level 3) .11130T-PT v- 7.10 Act -03 4- CA50UL/4140 00001031 P3OP•atIt• -...•- --•.._ • . feaa-Of-epfust for Pus.. Rene •tl taotil.ra. Only Srlbatery Mon at acap vital • - - OP PAD NC LPN Men IL -LI AM APIA PP It tan I lb it e••�s- �• -em.e e... r� ��i a'l in 10 in aV in in xans. of Ned lad ad 1170 100 pea anta enabled 1 l l • l 3 7 • - -, for aav11aW1a awn ( 1.o131. • 1.0004 1 11.37 90.0 .13975.04 21./3 1.2/ PN 7.1 as 00030 PAD fora MOTS (t-40) min 303.75 .4 as .uaOP 14 0 Tight. as W W 5 • 7 520.33 023.20 t 11 iiiiiiiiiii 1 33333333333 3 0 a F 7777 S 5 .... 7.E iii::7j I C i is 3333333 :3: :i ; i 1aa3Fii:3F7F777373 ^..3FSw•37F3 F w ..,.. .i ' 31 .. i S7 ^3:397 aaaaaaa•:d:i pt a ,: S .•. .77A.771,:2:i777 3331 ... _. , 1 r asz 1 1 I I t n g1 e c • 3 • • g. g nr_ 2 ©D 4/12/20G. i2:42:34 PM Inn bba•OTbg nsbvu taring t -mWa- -a 1733 nersid• load. Mita fW. bbOO4 City. tallfsai 34041 an[T -R R NOR -team IWIIISW yls Teals 7.16 OIeCra Ill= 31hnR•-1131 WATT _al - Dantaral Oneonta Mann Mats 3.733 OOOOnb 0710. r44 320. Redwood city. California 54041 War 14510304 -3410. Me l41101344-0070 -Si, angteizainpreft.coa Y .itat btp. / /u••Adwbbf.O Mn as RPM Or •liWS @.aH N 7.2.04 At tin, 15.2 343441 TWn aid a • 0 -103 aaral 2222221 TITLI •w¢bRK ran WON • arid 3 • 0-54.3 r Lard 3 1 - am Briar 'Train at n d for 5554 /14444 S..e,ell pn Pa CaIAm Saab Pi 140310 0r MOHCHT far 5 11 a to Nor a@ actor for Mfiaaini for gl•/Ma CO@n a Mgr& SW a pool= bon. Slits laltlple of Itc)La) at Tap at bats. @Waafs /TRW Units (..151 le of (tea at all radar TaCO Ommtt acs straw Vasa at lain MK at TOP 1.50 is Main Mar at bar LSO is bet -Trit bat Nana adwtab atlata earth of atria 570.00 at P are 3 lead 3 • 0 -11A )Peel) MAW -n T- 7,10 u) -03 Atone nftnln Hass is strand (11071) 275.00 ai steer an ,and 15'3 nor on Of tttOS far Tat 1,13 la Ka oar of tabs from BORON for afnwca .bat L75 is Rea as or tare an rma for nhv)n .pans 2.35 is I 2 maga ang b�attrrs (factor Of slab Cerra gal Talon profile tab and abler width. Is. serial 01 55511323 rare ®. 'kroner. WSen 30$ (bet of Later oar .Slat a , n Mars= luny =Orb to tear of spat TW Laird platifiatla aLandlesta radii ibetnl a fli•d.. Clap width canantla 7• if Patin [lags oink tgltntatttb stud sf1 -314 2 -INPOT ••O••T)T l urn' nLi. aR . MP thick. I aRPIM • S An a ft • -4 • • 7 • e ; 10 - - - -1 1 .00 a 35.00 Ikea 35.60 2 20.56 24.0e sae* 5.00 , •,Oa 15 ®t 50773 C . aauear ta•.55 ni •.20.0 kr 2.1.1 5072(504 5155 a tl r =Mr Mum left 1.00 right 1 . Rettaa.lar tin a. T or Lavatd L redo 7 • section 4 • atadd T or L section I • Joist P: \Southcenter Design -Buis.. ,iarages\ENG\Posttens\Building B\Level 3 \Grid 2 & J -M.3 L._413.Cre a -(fit 11 • tag aortas to niasna 112. a.l.• Warrsta inn Dan Cr s2)W01 SPAS aM Vf•flVS r iga in Page ) (Otid f 5.7-14.2 Laa11 IlOFR V. 7.14 IOS -e2 2.2- 11 114P01T •2OT• 150 COLOO. DATA noon m Car r 4 Von ONAS rani lams •(RA) =t'• um= 5(0]21 0 Ca.'• MINT is ft L is E is 10 a t a - -la -- 1 24.114 12.00 24,•f 8440 (1) .00 Ind 2 24.00 12.04 34,50 2440 pl .00 11) f 24.00 11.10 24.00 24.04 (1) .00 ,al 11) *Tr apWe bare I•n05 Cron law Had tt ate ab ,,, (20734031 ribs at err ad. fled at far M Had at tar ad. robed at far sad Had at tar ad. roils an ratatib•1 Tasty at far el „ 4 3 -151ST ••51152 LOOOIPO • - - • Dar . it•5 2 . Li ra WAD a =Pam • MaT)14 oneml L • ]STS Lao C . Cfm55M M • Aac)S Inal2 IS. set LOAD ON OS alas? ra Cap tts 6207570 lbt0 and Oatod n dW lordly art aiMlbt • • 1110.6 pat Ltael_ty IHS ... Ib) 1• aC...nil Mal at Tan WM nd 'n rior VE i 1 ft E) (t - of k -ft) le/ft -1 a 3 • • 5 l M --- 1. 1 L D I • a n 1 L C 2 0 C i a a 5or•, ton Task Is anIlt idea • stir factor of 11 -se 101,0 1.215 Pap 4 (aid 1 • 0.0.) Land) ADAPT -PT V. 7.10 ACT-03 .05 25.14 1.315 1,1 - )[MD= L AS1Y55 as mire rant SCRIM Pan TO Pa=2n110 can - Wre n. 1 Ca. or PAn. 1 1 1 W511 CW Tact LI•IL/ft) l Celt or ft-ft 1 1 1 -ft • E 1 1 L • 65.00 20.00 1 D 0 "1530 20.00 ▪ 1 c 51.20 1 C 101. ..ore aria. a 10 nianat maia ntuillb LOTS 10000) is Rna with • skip factor or 1/3 4.1 orb Minn .Vat and Dmailaaat sly Tributary Mak sifactir With PPM/ AMA lb n • Hi I la n a•a la in L 00 as as - -1 a ) • a ) •- 1 1170.05 21.71 30,50 .UanNO f 2110.00 21.7) lt-b .i2Sia..• r. aDa/CSCil54 14 Masifash as block 4-3 ▪ - Dna* Lo&D 005551$. •(SAS• • •OAeTro•• • 4,1 •141 SOD55Ta It -aq • • 2.2 055 WRAPS It) a are I (arid a a 0-11.2 laal) IOa -ig V. 7,14 YI -a alas 11i1• raps •(rl• all) Mr) .4 375.25 -70,.0 -a.1a 124.45 2 201,25 -42,55 -104735 25.00 Mtn • . Catalan seta arm • a.) gemIa a) 1 55.07 -va.aa 07.)7 • 3.5.15 03.30 ▪ - 41•• LOAD •005515. •05555 • •-- 4.1 4 I • • L 0 A D 5505 Iran E -tt) al 0S at Ca -, LE* OOOOOO -- -- sldwpa •- -• rifle. 34501 RR -.> sIM al W Ida ed• W b art at e 2 3 4 • 4 1 • a-- 1 -77.31 14.41 153.15 -20.55 •313.44 -34.20 .17.04 114.5 2 -305,43 -142.10 141.7• -41.35 -02,43 20 M2.61 15.56 ate. • • Catalan eats • - 4.2 aCEOS (fl 4,3 Cori leg E -al • - IWIS\slOn s • - qPW Tai .boor as 070 n• W as Mn 1 37.0 -Lb 14.41 1 04.70 35.31 17.56 3 )1J4 -1.1• n tl rota. nor 00,1 tatan a,) values are rata of all sappy! Mara. tar 7- 11 0 0a5T• Toga= TO n0-04-ben •T0 St., Le- a- ..peas latt• • sierra 0550 2000 InvTa 01.-ft) Page • (arid 4 a d -L) Buell ADAPT -PT V- 7.10 ACI -ass i - 1 5, 201.32 a . , a 2 . 7.2 a •a a a 50 Tan Mar Nara/ R - sleets sd 2: ir !I 10 W :2 s i T U' s en T7 2: fi i I a. 5 I • x a : C 3 i 3 28 • .a Me C2 2 'a ••. 233.:2 :2M::.1..? i2 91%19%19°1%993 Sx ........ 323232 dr " saaasaa .......... , i 2.. 232 ssdaassa 61 I! 1 ! i Dunn 1 3 8 s r(r 202_ 4/12/200.2:42:34 PM P: \Southcenter Design -Buil � arages\ENG\Posttens\Building B \Level 3 \Grid 2 & J -M.3 Lev,.-.3.Cre .10 a.0) 41.14 -14614 -sN.v .N .•5 24.• (3 31 awn (mod .la 3.03 34.00 -114.54 - 431.34 1.0) .34 14.4 (3 31 .ii •.1• 44.01 -131.14 -411.22 1.02 .a• 14.5 13 31 .24 0.3$ 31.00 -150.31 114.10 1.01 .25 WO 13 3) 1.55 30.50 -114.41 358.11 1.04 . 30 10.5 (3 3) .35 11.43 30.54 .114 144 . N . w 24.5 (3 3) Ma 0W .40 15.20 40.54 100.45 .N . 00 34.5 13 w MIS CMS .45 11 • f• OD 43.47 423.44 .N . 45 24.0 O. w 142118 t .50 13.25 25.00 44.23 545.15 .w . f5 24.0 11 3) Mean ONLY • 30.0) 35.00 44.25 510.53 O. 1) 50 15.35 25.4 10 0 40.00 45•. 11 1) a 5 11.51 24.4 0) 0 4n 341.04 . )0 .a 11 1) • 11.05 25.50 41.14 323.53 A0 11 1) .15 U.23 20.00 53.44 140.14 .N 13 1) .w 10.10 25.50 40.52 US.30 .51 .04 13 1) Pew ra .55 21.44 24.55 57.34 117 10 33 . N 32.M 54.44 75.00 .2) w 34.13 14.40 01.13 47.74 .N 1.00 20.55 344.40 43.54 11.41 (3 1) 13 1) (3 1) Naa 13 I3r1e i 4 J04.) 14.•11 YNi -FT v- 7.10 25010 -/410:114314 SPAN 047150T205 C0cr.ts • modules of alast14ty w . 40)0.55 bi r• Crap factor 2 _ 2aff.ctiMlgro04... 118. to cracking) • • .N Mara @ham. crewed 4.)1tc - I • 1/2 ¢1191y Of aatlm to 4111144 for. Valu a in parat nn are (5p•/rt yfl.ctiml ratio 0310/11C17011 AM 412. IN Inaba., 13410110.143 1•38171911 1 c 01 War 1O.P7•anp )) wn42.1ia p 1 5 1 - .03 (114351 54 1 54031 .01(551.1) .53 (11540 .01 h5032) .141 7430) 6 3/3 Gerd 1.1 Leve I 3 PLz /Dp,f LL' Sops F = 71 1 . 1f &r2 LS Lean! '1 DL- 1pin ( LL= s*- op, ft il / Eb L 1ci1 "lEb 7>tInt 1=0" U v U et y A; 1r. thin 1� nlsb U U U a t o to 2J' d Grid. /,P Levet 3 i 0L- tto rr I' - -0" Q1.., -Nei g U U U U 1 T✓�n l�ia�r ( 4 o a t.. a V J i , to to' / 2e • I z' 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • F: 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING V 6 V to' / v 2 o G / s V J /S Pr ect Sow4Ge4er Gaya U rzic , a Designed By: Tla.tt Date: l f tb'in Project No. Client Checked By: Sheet of 41:0 2 en 11„ 822•••303 322222323 s 282228223 222 .--4 b• 27 .. a" en 222222 • aceaaau. aaacao (C1 2 ..J.,•aa222 222 01 I 0 " Y 1' 2 8 O a: a 1 • Ilaskts 1 2 2 1 t 4 4 • • 4 • g • t /I ''gssgsqq2e E ssssssssss 223772:02 222222222 222222222 222222:13 ..222X, 5 a Cgs 8 22F22Y28Y 242282 P. 8 2" a2 22 .. 22 ' a2 a2 "a as 'a3 ...... :'as as:: "a "a "a " a a a a a a 2 2 a an • 2:222 223•2• gss•22 sss••2 000 aaa... acaaaa... aaaaao... coaaoe... aaaaaa. 222 aaaaao111 •aaaaa222 III aaaaaae Y l I L Y 4 ▪ 24 • a i a s a, 144 1112 321 a 2+0 i44 r tE. V t t e ' t 22 It 242 I P P4 a'" Pow 0000000 22322 V 32 %Wi en EA ca.) "" , aE CO C: Q d ° 2 s n g9 2221 a •ss:s La z aaa M . 22222:2' _ a A I i R e C R : i 'a b b if a a 1 BSSSSSSSSSS y II 9 88888 5888 I sax ss¢ ^s 2:: 5 33331 "313; ;i$ i V 282 AN ma s 22;22 27 38: ,sass ^ ?a ?s ? ???? 24222322:227 °°°°°°°°°°°° ananaoananao t 22 I la . a �yy a Si • 4 • i 8 a a:a:2: t 2 d MI V • • $g ( tl S 8 ° � ana°aca °C :A :I F 1 U @! " 2 a C at :7 ._. ". "aa "a2 ;3 S 1: 1. al 111 roi:A! : Ss=: aaa 11111 ,:a a =a °° °° ° ° °2° a::2 1011 .. .. e I I J .� ° °I 4 7 a b $ a2 I, a a s ss:Ps:: i ft- 7-0,6 8 U ^ X73C4: :1nt I XX 9 °g 1 ° °X.'r3XS :w XSSX7X f A:S::ik SX 1383338883 2 fiifffifif 222v v2 3833:°::8: . 1 r J SSS :88:8:33 : 8888 2871 26 t ^ssie�acgq :if ;633333: 2:77:2 :::::::: ttgatai Al:: • t g 11 4/12/200u .2:42:47 PM Pepe 17 lurid 1.1 Level 3) 1 11.1.1 87B SUPPORTS As DIFFERENT MAR CRITERIA As DIFFERENT REAM CRITERIA 1 1 0n) .N) 00) 00) mo ( 00) 00) oo) .a0 11 -SIIEAP 060/0N PoR BEANS MOO MP -NAY SLAB SYSTEMS M sheer reinforcement required Page 11 (arid 1.1 Level 3) 11 -MAIM( SPAN DEFLECTIONS e %ulu. of elasticity 8c - Creep facto Iefteotive /IgroSe...(due to cracking, P . Where etreelma 6.0(1c') 8 1/1 cracking of eeti 1 allowed for. Peluso In parentheses axe Isp.n /wss deflection) ratios DEMOTION MN ALL TN inches 0PNNNO POSITIVE S AN c DL OGPL 01.81.74.0tEEP LL DL*f[.LL.CCNP .I1 .611 1071 11( 1 67) 02( 91) -.09( 1516) 06( 1951) 19( 0110 11( 1161) 60( 601) Aft 19) N) 5551 .35) 661) 25) 692) 06( 1969) 61) 559) 091 nq 06( 6221) 19( 616) A2( 746) 06( 4315) 36( 634) 56( 66» . nl 590) u( nt) 06( 5001) As( 851) 1 .01 .101 1005) .10( 1071) .91) 757) 00) .05) . MO) MD) 000) 00) 55) 50) .00) 90) P: \Southcenter Design -Build .,arages\ENG\Posttens\Building B\Level 3 \Grid 1.1 Level 3.Ci., 4/4 V .r I d a 8 F:BF:SC :B kagg:BF1S C7 : en :sass: assaaa 9 . eaeeee... oeoeee... .b t III aaaanattt ' b 5 2 c c 9 3 O a GG 9 88 1 F g 4 d : C) U :3331:2: 3:3423222 'a "a "a s M a 4 • • • 65 :2322222:68 SSSa3::Rx6: :S8 °8888 333' :2::: x sass:::; :2:2222:: 2S22 C: 22:2:2: 1 a :SF :SF :3 F :3F :3k :S ¢28K F F: n a%' :" s% as as 'a" as as ' :" "" as 'aa a .a a "a' a 'a "a "a "a "a "a' a a "a "a 222sss eebDCD.a eoe000..a oeeoDDaaa ooeeee.a. eeeoee. aaaeeaIII aaaeee111 III III aaaoee1 : 8; laa 332 S38 .6 a: OH ca:c t 2::222 t a f eV4 pi D. 3222:2 a M • f: 1 P II e ill i Pi if aaaeaett .1 .ea I C^ if a 15 C: 3332aS :4: a id 'a% a a .& ueeeeo..& D IX aaaeoalll a i 3 SR22 : :B y A� 13 22. YS" :8 °2e: oeeeee ma 22234 PT 7_199 t xxs:: sx::: 9 g A g 3 :l R: 88 ei NN 85888 :58888 1 1 8 i :: i a 8 :521::28882 DDDDDDDnDDPD t A x :: B ... A .. A . t s i u t 4i ' IN Jll s SA � a ° . i 2 x; 7 8 A Sxx °x S°° B x IN 11 82111 DDDDD 33!11 1 155 " 5555 888 a d .I ° 1 AA G" " 8 xxs:: xxxxx ass i e' .1 ?A i i NI : x::, S i P 1 y : S 1 :1;11 777777 S .,,7 1Y :228 iT:, . •:2 x8::3221:2 1222 it i 1 77 i e i YC :§8333:888 :8:8:3 :::: 2 2A. ai 61 I! i 1' 7 I 2212 F.. log 212:222 88 s r. i V 88 1 2 7 888883 111 ?17 ? 44 430444: :1 V a 1 t 1 r 1 Z:7 trvil x 0 60: %2 2222 22323;5: • r ig E9 2 C7 ' 22 22' ....% 2222% 22 :2s . :2 :2:::::: 222 :3 :: : :: .. Iii 1s3ii ii ii: 1BSS1 PM 11 11 1 1111 2222. 5 155 . .:. :. :ii:: gb U . . O 99 a ;pang 1. 6 n 7. L I 5 I t 222 ::2 I 7 : g M i a t ii I! I 3: 2:: .g i ::::q 4444. 4444. ..a !L11 n OOOOOOOOOO 1 ft : ft .. : g: a .... I� i!! e i I 2442 : : . :3 : :: a s - 113 a :T? I I t 88 :x : : :: e 88x88 88 S S81S8': 22 YY • 8888232:322 di 1 3 8 F :3::x :saadda a t 11 I r I s a en 0- 4/12/2006 12:43:00 PM Page IV (Erin 1.• Level 31 00 00 00 STEEL SUPPORTS M TEN 1lrn T 0EIM cIPRRA uam' 11n 12 - S e S A R o H S I e x POR BEAMS Ave 000 -NAY 00.01 ST51116 no shear reinforcement required Page 10 (Uric 1.0 Level 31 13- R1[Ip04 SPAN DEFLECTI 0 p Concrete modulus of elasticity [c 0 bi Creep factor ieffective /Igross... (doe to cracking) f • .HS Where •eeeeee exceed 6.0(fO'( 1/3 cracking of section is allowed for. Values in parentheses are (Span/tax deflection) ratios PIIXTICN An ALL IN inches, TAnsMD 009 SPAY OL IL.Pr WnPP.n=P LL OL er LL3COUP .631 3671 71 16151 .29( 0301 .111 7001 .151 991 3( 39) vl 7041 nl 911 .331 6111 .13( 13301 .001 As mPPRNIT SUTTON 30 Minn • 211 11471 53( 2511 001 30031 111 11010 11( 22410 401 6011 04( 57651 .361 6071 O6( 30351 41( 5061 056 4394) 30( 6241 060 40591 401 6011 .05( 47231 36( 6731 07( 33071 471 -5151 .011]]]951 .12( 11771 .001 ■ P: \Southcenter Design -Build a arages\ENG\Posttens\Building B \Level 3 \Grid 1.8 Level 3.Ci,. -� 4/4 Project No. &NJ. A,6 Level 7 pyL to r F rizAtt - I ' - o ^ L L< Sops C P.)1 k !f I. 3 ' Ds4r. (uric(, 2,Sr Leval o tat/piton L&. z sees P = I1 " /E6 '�var l..)0 to' V COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING J 2-01 !o S' U CU a O 6 za' its ' „' / /6 ' Project �D�j�, J � r (tip r )3 Des igned By: art ell Date: l 2.8106 Client Checked By Sheet / of 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • F. 206/343 -5691 x :2 CID ::22334: i A a I g a i 1 II a S ....am 1 i 4 aaaaaaaa :3:332:2:2:2 .....o...... t w w w I Inn Ka 9 'e Ie e a c i gq :e -5 : ::a : :: : 3 a: ::: 3:3:: a : : :: 3 ia i Wit 33$33 1111: 3 ?a ^^ a C C O w.. e1 . e e 1 e 5 E ^ . H a :: :::: 2 322 :4:: cos Pr- 2-19 1 S ss law ho F . ' trt O • Y G7 a: a 3 271 423.72 23224 :118881:2 :82 01c • V7 : :1122712 + r..i 111 li7 E2 ^ 7E18 3S12S 4 Y Sasg2ls 8251188 0.43:33:33 : Cl — .... I i iri it 2 N ":1 f t I I .1 2 3 I t 1 2 s 8888888888 A 8888888888 .a ^2288 8888 01 E :88:98888 ^2 I 5^ ^8 3111^/ 221222:2 sas ^aaaa 88 ya Pt In PT- no M i pr— 2 » sss I . 0eOeee... ne°nnn..• 00 6 aaannn616 aaaan °666 2 °; gg Hi! o DA ca 9 a kASFABFAE 4: [y EESS8ES8i88 ESSS8868853 114 (I 88888885888 S2233aASA sssa :2ASA sssaaaASA SASH sasaaaA K8S:8S:AE :AS:AEFAE FASnn :: :wan 000000..• eeeeeeu• °eeeveu. 000000. 000000• eR R6 616 666 3 :::MSS sisasA 2 4241 e 2I j1R6 ii I 1 4 1 1 e R U •� I ij : m ill N 455i Melt MI] 6 M ° e H ti 88.88 asatraa8 .. nneeee..ft e NI aaannn666 a aaa°nn66 E E Tz1 - 1 J w C1 L SLCSL2 H 1. 22:22:222225: I I. I• LY1. E 222. . 2222. ..set ttt's's i s s s 2 'E L C F x a U SYi rx `,. 9 I B 3 5 a a<aeaa �a aacaaa 2123294: kk .r 9 C • a ' ir i 22? 1 CCCaaar o araraeanaear aaaaaaaaoaaa 2222;s22:223 21 ..... 222 WI! L•CLL SLCLL L 2:228 5::: :.1288 ::::: 288 C gg E5' �Ed 6 ` ti gny 24221 1R 1 . w P TO I 22 3 22 A x I C i C e:: •LCLL ••7 iii :s :: : 1;1 .,.a0000 RON :2:21. FYS1e 22 222. 22•22 •. S I t 5551 4223223! 221 73 e6' 323 I 33E I 2 2:1 t @ 1� I I m I k @ 111 '11 : . k II i 2222222' 2 22 2aaaaaaa i :: :3 3 23 3 SE r. t ti .. .^ 7x9°° °977779 I I A il 1 P7' 725 f P Project No. End S Lev..l 2 Ix... to Sop. Co1.Jl'kcawM- 6(4 Pjt R Client 413 PINE STREET • SUITE 300 • SEATTLE. WA 98101 • P. 206/343 -0460 • F: 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING k nukry ¢K q. LL s 6/0 . wet PL -3Y" /> V LL• je• S (0 / / l J / / II' - -7 2s' -,o^ 77' -S'• ' .'- 4" 36 o•PS 3 3,41 inE; 0.14 o.64 1.7t t.34 -2,33 Designed By Checked By Date: 't) Woo Sheet / of Pt 226 t7 N • . a U) ::4 C" . °a Si I . moo pole eoo 1 7 gilt aapt aaa eti "a.. " " "" "a" ICI V a g a t I E MI MCC SSE! !!E d - . i E S 7SS47 SA:: t a t : : : : : : ES998SSEEtma99 i ^ "X:: ... 74 "X 2"SS ^S.. ..... ... g SSS: ' ° :7 t : SS SSSS.°. • • " : �y; .:S " i - : : ^ 4 : : : "a! p 3 S.S SeSS SSSS.... 00eee001e.00 eeeepeoeeel aaoapaaatttt aaaaaeeoapAtilt aaaapaaaeatttt r a: II I iB HH 1 Haa SS SS 9 S ESE i !i 93 Y } r- Wei e s::: anS: SSS: Fa" ss7: S:S: Si:: � � 3 :::E A"ESSSSAS::".' ^SS E E h a ze F 11 � ? i s Ili :rags 14 1 4 a SSA:' 1 i a :i 'I • E 11" rn t a 0 0: a : :: S ES a e ION 11 42 2 1 E filet) uvuaDUDU e. ttttyg p i m044000 S 38 8... S SSCi: 'ar• a 1 I 1; i :::5: 8:8" Y siaa Si:: "' aaaa aaaa aaaa x:24 sas ; HZiii 8 .. 8:2. .in 2 S :: R....1...41...4 1 I 1 I x:F:: gii^ :Iwi: :F::: :11 4 8 . I :S I.i . , 1 =i: u ▪ 3 I ail a 1 8 1 R? a " f'T— 22-8 U 01 e • — : a ! a M Ti 4 � a g D A 8 a 5 3 y . .,-.. �firifi HH e t .0 .C. aa.....S: : ?F flans zfl :aa.a S^.^FSSS°S'SSC SS .s. ?assn 1319? t :ass 8:8 t . .:5 iw as .......? ?...... ?... ?;.... aSflfla::flC .. SZS °°FZ ^ZZe 3 a : a s S a n ..w� 8+ = s' 998 °5 ............ I N. .......?........... :. y ..... ....... C T 11:11 ?a3 • C:FRZRS :SR? ?S:SF.SZ C tC ° SnZSZZSS:ZSS:Z:aSZSfli '4an2"1 1S:wT:S S a Al, .........w ZCFFa ?fl Zfl ?aaR :a a: ZCZaZZ:RR7antflSSZSZSn .. • .. ..anaa a.. sa ?aaa3aaaS33saaa ° °S ? ?x.......... ? .t....... a : :: : ?.... :aa dda' 84 !II R SZSSRRZSZZZ S n Z• °•RFSZZ:Z I t .s I t g ....naa 1 a 1 Project No. Gr.d H.) Oisfir. Le✓e! rr i 6 1 ZO' F =// )/E4 LL.= Sot Grid 11.6 t-ernI pt.- /arr LL= E 1 -re Daln,twbei Level 3. fee e r.d 1.6 Gtca�'6 v oS S P + Q k /fb 'C 4 U n�• d' ' F o L) tA b =6~ to' / ‘sar. //� Project Sot..7thro 'f/PV h yg, r3 lob a yIZt Eves f A 6 0 b A E =6" / / / C ZO Zo to' A . 1.0 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343 -0460 • E. 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING / / to' lu' 7 i Pt zo "JF1 Designed By /Ltt4 Date: W rog Client Checked By Sheet of pi- 230 x x qsa a: :a: es' . CD 444 CD c3 9 ° "s i V I T ss I t 5 114 F 2 S I! aaF.°aa II aa: :°cc:F:S ?: a SSSSSSSSS: 88°° A S:::SSSSSS8 i I Lit Cc � :Sss I 0 if 311111 a SSBaSa SSa SO ifi O` 8 33?5?S35?a :S :S :SS: :S anaaaaaaaa 3 41 e� asaaaaaa r. t d i- 0:: °1. fr- 2--a3 4/12/200f L2:43:48 PM P: \Southcenter Design -Builn arages\ENG\Posttens\Building B\Level 3 \Grid 4.7 Distr Leve`1.T 1Cre raga 17 (0•141•.7 Olin 1•l) soaVFrt v- l.]• oCI -02 1 .N 1 .00 .00) 10 .00 1 .74 ( .14 .00) AT •OI•00•• TO• MOTTO). M OI•m•W TOM COTOIA Y OIff1] 7011= TOM JOINT IL'» . -VR M ..P..1sh> IL'il • -OLT 10-- M.fih> 1 3 . 0 4 0 A 0 0 0 •1 •• OCl®O me m -OT W /OTMm Os 02m1 ]MloZmamt ]gol]M .00 .01 m .00 ( e0) .10 .A .00) .44 .00 v 001 .0 .10 .041 .00 ( v of .00 4 .00 .1] .001 .40 1] 001 1 em .00 ( .00 .14 .001 .00 ( Oi .001 0a .041 .04 am .00 001 .Oa .00) Mgr le 10[10 4.7 Maw Oemll NWT -IT T- 7.10 ]Q -02 10 -OIDOI 4•A• 00.4[CTI00 Cme 0ti 0 SO2,. • Of almttett• O • 4031.00 bl can fatter 1 • 7.00 IO100Ctla/ITtom... Ira to 411{11091 1 • .06 Mmes atamaa, stand 0.000c0 amain oC maim 10 a1lo1100 for. valves is ptaOmm an tags /mt Nalat10) rails O0PL .T[m AO ALL O Lee. 004100 wan Oar 0 01. OGrt WNhanP IS Ou OT.LWOm • .11 . m( »T .61) 11671 011 7911 -.O -.07( 1410) -.04) 10971 - »O» 970 .»( lam .111 22401 ul 6011 .10 .711 7791 .041 67341 .760 6041 .et .10( 417) .000 79141 .611 9091 11 344 7051 000 41971 401 6061 »I 731I .4104 4.111 »I 4361 .O 341 9041 00(30161 344 6971 - .e 1 -.4a 91( 96671 - .011117.61 ml 3707) 1 .01 .01 .011 4001 .001274071 .011 4141/ 4/4 x 322 a:a••::aaaa i sax 22222 .,... ass 22 :22 iss, s s, sssss Ise ° s, 3 ;ti °s ;sags 3 " 2 22:::: .1 1 o 7 ado • ▪ is a t a ......a. s 2421222 t g "a 354 I 1 i I ;;;;;; a:a a 8 :^ : ^^ saga.- 1 5 73 .a •1 4 1 sages e as: a :::: a !3333 ::a. 2223. g E 3223 232.. ` • 23^ ^232 :3 73 1 , ..g :: a a a3 s o ® trim a : P{ -236 A i, s•E•EE•CS• Ii i ca: RI :IFS T^ 8 • I aSSCER;S•. C SSS $ • i g R 1 I iiiiiiji r 5 4 SSSSSS8888 NAY " i SSSSSS , i 1 1• R ;CITES ;;i. i ..a qa ;S S S SS °8888888° c i; ;s; •; eensea r MSS: SS ess ^s ^s^ AA a C; t PIS se P 1M WWI 1; IFIl asaa a .10 • N, _ Ey e l I P- 239- 4/12/2006 12:44:24 PM P:\Southcenter Design-Builu ,rarages\ENG\Posttens \Building B \Level 3 \Grid 4.6 Distr Lew. .Cre Page 17 11.3.1 STEEL AT SUPPORTS TOP as DIFFERENT !INBAR CRITERIA 1 .12 .00) .3.2 .0o) .00) .00) .00) .00) .L2 .00) .00) .00) .00) .02) No elle.r reinforcement required 13 -NAZISM SPAN OR PLOCTI040 Concretes modulus of elseticitY en Creep factor ieffective/igross...Mne to cracking) K SPAN .14 .00) BOTTOM As DIFYIEIENT REAM( CRXIERIA Li -SHEAR DESIGN FOR BEAMS A ONE-NAY SLAB SESTE993 Page 16 Grid 4.6 Distr Levu) Man -ST V- 7.10 Ac1-02 where stresses exceed 6.01fer1/2 cracking of section is allowed for. Values in parentheses are (span/max deflection) ratios o 0itTLECTIO61 AS) ALL IN in hes WINO= POSITIVE DL Mart DIAFT.CREEP LL OL.FTILL.CILICEP 2 2 4 0 6 .69( 3451 .230 10391 .931 259) -.071 1617) -.051 2540) .33( 731) .121 2004) .45( 535) .35( 5911 .05( 5096) .396 600 .391 6201 .07( 3575) .45) 5292 .391 605) .571 35131 .46( 520) .331 7301 .05( 4913) .39( 636) .351 625) 416 1102) .501 454) .791 305) .15( 1562) .34( 255) 4/4 2443204 2:2422202 2:234422' :55:5 e525 k a Al as » • » » »4 a a :a a .. .. aaa s °°4 Sss22s :lass Ceeeue 0000000.11.0. 000000.00 aanneel aaannaeee aa»aanlet t t I 1 I i s ::224'0' :s :444220 :::3 :: 2' Ra:Ca:Fas as :aa:Fa: aa:aa :Fa: 22:22:211: k : :a :ip »: as 44 44 as ». ». ». a4 4. ». ». ». a a a a a M aaa a a 232424 '222221 222444 222 023 222222 000000600 D00000000 OOOOOOaa. 00000000. 0000000 ttt III aaanaottt ..,.,meet aaaaaat jY8:8 . 102° g a s • RI 144 IHa :1 : •• 1' �zc frau a uJtcc a I I I . 1 .1 .1 .1 1 - _a Eg q S j t U 55 as DO et as 40 ea Pr— 239 8 S • t SS 5:: :::: SSS : : : :C: . 188: :8:: :: :? ::::: : :? ::: ::8 i ^a.. 8:a:^ 11 a ^a : Hill s 3 sai3 3$s. iii. ii333 33=33 aas a aa asa ass: qwq a::aa ' s a . . ..... ..... ..... ..... ..... .. a .. n S e: 7 :C :SC :: C :8::8: :: I i .' =s'as a. .s %X ' a : :a:? : °^:: 1 M :' � : . �� : ..3a S • N ME s o � ooeewww ee000ewww S I . 1 2 aaaolll aaa000lll p 7 ro 1 4 o 3 s ^ i �5x btl 9i 8 8:: . ». .. : :::: ..... :s8s :sea S o•.o.o.oeeo• 404000404440 S 8 t • g S. A is t 9 I S� 1I CS 1:Y IP is t 1 3 ix s °sss s 443 4' ..... ..... ..... .. C C 5 Pt -24 A d a t a 8 s ?a 3 1 B NI !32 a I lasszca2a2 !8 88 38 a I aFS3a2:a 8222..,. aka el �e I Wang !888888.8 -- 88 3223 33e3 eq 22 a 82228 2. a per- b M gigg as as s EE a. 3 II I n t M 1111 7i ktl 8 un gc N 9 i a:a "a:" "la cza a SSS888 1 tl 888888 ii 1??11111111 :s8egs :Vt • s : a: a • 4 3 . a L. ea e si s - fi :, d CU 14 II; ;: P-t - 241- Grid 6 4 f3 -L gee— LZ Project No. /LL1 17 " Z3" sw. . tsa flre..H.L 4 = 6Y0ry 1.3 k t Client Project Soo :At cewi'er ens vo..c,-b 17 7rr*j { rS 10' 4 ,AD.% a K e/o "oc. 413 PINE STREET • SUITE 300 • SEATTLE. WA 98101 • P' 206/343-0460 • e. 206/343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Z.3k Designed By: nh..,/"t Checked By: Date: Sheet 3/t4/v6 of PT -2y3 4/12/200 1.2:44:46 PM P:\Southcenter Design- Builarages\ENG\Posttens\Building B\Leve13 \Grid 6 & B -C Level I re S. Life LOAD NDwSITa, l aSACTION. or Cueoatt Enna nag SMSa gra 2733 bands and. Solt. fi0. a City. Califonla Inn L13R -ac yea tN 4 .Va - anise •.N Alan ti C1-3111-42/LC-017 or M4OMlly • hrx -eras Nc[ate any •lath ins and. load. Suite C4- bbOOS City. Chi(cnia 56041 ) 1, 01•01306-2400. l4. 16.41304 -4471 Nan laneatlapgaft.n. OD Site: htts,II .Ad4tbtt -CO W ag AIC iw 00 Pl®3a 06■030000[ Nor 35.2006 At Tian 04.3 Paot6't lI(la sate S l )-C Lw1 PSCCSCT TITLia flonneater eafs. Sldt ▪ sd • I-C Leval a canna S umter at i• day. fee COISI/S4O •03.06 O l LOOT q for Men l I a0 or OAafLClfr for liniel/ans ♦4e-06 tot for a 4034 -50 bl Oaf l•xor fat de/Lain for 2006 /OGO _n mgt m5. 4111OaCEaf, Tina •tr.4gn 44.04 sal Elaine m.7. at TOP 1.00 is Elalo Con at Cant 1.00 L _x. O3a0O 00. noctura1 •stoa ON R of AnRia on t. t L I aga no4to IOLpO to fan of oRpart led ahot4y llaOO inn oonsideratice T4 Shone flppo win dylsntlon titled YI -35. 3 -INPOT OSONOTIT Lay 2 IOr1d • & FC Lath 31 10011 -C T- 4.10 4[ -11 • PI • 0 A N Lam m win me • I it 1 L L 4 1 2 30.00 24.00 23.00 a, 1 - 44 C . mtiLaer 2.1.1 Plan Spy na Of gnat SO4 slaw TOD ginala t.I KAO• I Han I PO mina thick. Intl taaO. WONT La la I L L in t 2 L - - - -11 71.50 5.00 -23,00 44.40 - OnnR.14 left right 1 . OR4yltr ration 3 T or San sachet • . I actin 4•OtObO T or I tin • ant t • Nan u - Top Surface to refante 112 2.1.3 •3.R1111 041206 ORS 00 tam SAO UTICTilE NIn MOTS AND COLON• DATA I Inca La a Coat Rya whip nig lion 10[Y 0 CC. nenn SSA) 0 OC• Oa L ft L L ft : L -1 3 3 1 { 0- - - -ID -- 1 4.00 23.00 24.00 24.00 (1) Ill 2 24.40 12.00 24.00 24.00 (11 .00 Ill 'Rl COLON Wan tm1T1Q C® a) had it bt0 tai ...ICROOttp1 1 InnN at or end. tiao at far W . 3 Pint at near ser tad at far ad . S Plied at air M. realer with rotational fishy at Sr - ,- . • P ala 3 aid • a WC Leal 2) tWR -NC T- 4.0e ACt -02 ▪ -ISODT APPLIED LOAD[• O • tan [LSO • • LTR Tan -TM O . IRalt l • C 1 hp,,a i1• lair . tS i •. Mein sail nil lstdlty (Ra ..- TO) (04 er C -..R) Total m Trip 334 0433 Tin t/ft 2 1 ft ft 1 R -ft on t .. -hl t/h 3 -i 0 -• S S l • S • 1 • C 30.00 10.04 1 D • 41.00 10.05 1 0 IS 10.00 1.000 s.1 Tab 4 Naas n 5OnS 120OT San Da TO) flan onion 05/h'21, I ltN or la. 1 ( 44 CVTan At S lank/ft) l 1 or !t -!C 1 ( ! -R • ft I 1 1 C 31.11 00.00 1 0 C 42.00 15.01 • 0 1 1.050 .00 31.01 C - CALCOLATSD •SCTCOO 110palTrI• 4.1 W Oaifne poaa N U ttlwers only O a A2 [ TD Tt L'a LY L L 2 1 • 0 i 104.00 .3110•05 14.00 LOS Page 4 (0rdd • t f -C Level ]) 140 -C V. •.01 al -a Nets . SOa/C4titr' L FNifera. nee Olga 4.2 ▪ OlkO LOAD laallgan, • SS•CTtD.• •LI SPAS NON1NT• It -h). L2 SPAN Mal 00 • 11111 Elena Nlrl• 0111 Olr) • 1 a 4 1 223.13 20.45 Ste. • . Candies Nrneta Pam < 5.3 salon[• Its 44.21 2 15.4) < -- 5.1 LIVE LOAD @y q-n 1! -hl W ma* Pan hl -. Lh a e... .ito a - - -. < - right• ----- • rain NCR. r Ole 45. W es W W lilt right i 3 ♦ a l 3 -]YN -01.45 - ♦•. N 4'4 • Mot., • COlclia 7.[. .nnvt DD -. I.) can l4m1 R -hl < -Lora tWY20 a a - 011 NJSor W saa W W ▪ s ♦ • { .5 0 . 5. .00 n.o 4] 44.00 000 > fall 5 (arid t t S-C te•al 3) Anna T- 4.50 YL -4 Noun Slack 5.3 W 0.3 ta1W an ands of all Sipped load nY 7.1 2.•0 V C S D MAD LOAD a01ah Ot-!t) 2 ▪ 1 111 00 222.10 Motet • . taco Of 3uppet 1.2 I•DOC SD LxnraD IOen (h -R) 3NC eine - nat. O4 < 4a En W W ♦ a { l Mon. • - pan Of Sappert Mot*. • . fan of tup t •.40 10.70 10 FACTORED NONINTI a •IACTID•• _ C1a01ated 4 ( 1,200 • 1.065.1 10.1 Pan R•IO 10®• (4h) so* • < ne a5. •l4Spe < ne S4• W A W W 1 3 l -♦ P 4 7 1 347.74 204.5 -222.07 -105 Page • (Laid • • S.0 TenLL 31 11.3 taCltab nacres 10.3 Ina Conan 060620 (0 -h) itl a -- SuS nim - -a a -- opna mlua -- 00211 es W ma W W - S 4 1 l 3 4 4 74 � 34 201..4 .•1 . 4 ✓1 35.04 211.21 104.30 .00 Top box •Sttaton Ogtad INt [hind 12.00 L 4/12/20G t2:44:46 PM Dena. me mtx•im berm( Not. rMttm 12..0 is la7 -NILO •TOOL - TOTAL •TIll 11.1.1 700 •ta. at (ECR= Mt ® -toy Milan MIi. at c-sa a then (x-al tw t Olt a.•) NO arm LIMO t Coe KIM � taw ran - -1 a I a_- w - -__a- • • • - -v 11 - -- 1 ( .00 .•M t •.25 1.721 • a•tw• -o• 11.1.2 aM RR. 81112cTIC41 AT ORMat 11011701 Sfl AT Minn (1e (12 .. nIacnOI -- .AIR ( MS IMP) < M MY L•MT I MT 40:21 < M MY L _a 1 a_.-• 4 7 • s--IO 11 -- 1 2.11 1.72) . 7 2 ) 3 4 4 • • ( ♦ 1 2 1 2.30 1.721 a• t• l• -1• I 11.1.2 NML Ra@T OP 5525* • 400.7 14 AVM1M . 2.7 gal Note( 1C... Maim Mar listed Ms cola 2 and • is mlmlmx x ed on totter •2a. • I.0 /ii• m •1.33Mwe at rata/cram tor strength hasten s m ier cola a mC 71 • Faber of @tea listed enem calms • is bead m Ohbar tam of box coyer alma 2 er rNm a nno ol 111 c is a•. acer of m l bore listed non calm a is bated m aleta am of her wader calm 7a. calm •. whichever is larger. xtld 6 • FC 12443.71 ayp-It v_ 4.5. 221 -02 an •w aM Uy-r- w Rxv. t+am . 4 . ROM nicht h wd ell acme •lla t31 ..... d . tttxem et •t•amtfm titer to mmreW of unto. moldings o rem xa ..... elegs et twL w . nnmr. Ili. NM. Mil •tae[ m atttte s n apWmd No .m .. •27Made sus W.ban Om .. 00 . 1 'Cl m n40 Pab 2 aim OuefattW 1101/0410t 21tM mend 20 m 11-3) 3 ma omissible value Of 3.5100 Mterm Ae • 1 m ntolyasseet 11.21111141 2 W niatmcmmt mitred MI m 11 -141• 744 t0 4414 3 aim/ nmaietd by 2117414 (act 05* n -25) RAN • 1 1510 • 20.40 R Met mm. ftm 1.•• to 10.00 at 1 a 4 T) Na 22010 AV 1 20 ChM 14L ft h 1 It -ft b/014 L /ft In Te A. Omani ] 3 5 4 7 • 7-10 11 - - -- .00 21.50 - -102.40 w . 1.40 21.50 -7]011 -140 1.25 11.0 n 1.00 21.00 -00 -40 1.10 11.0 12 2 3) .i• 4A4 21.00 -44.40 67.32 1.22 11.0 (2 3) .20 7.00 21.40 -04.52 250.14 1.22 11.0 (2 3) .24 7.00 -02 250.14 1.15 11.0 (2 3) .3e 0.00 31.10 -31.41 344.04 4.30 11.0 (2 11 .30 70.04 21.64 23.37 240.21 ,m (2 1) 0 13.50 31.64 20.10 327.71 ,w (a n 25.40 211.50 27.25 311.10 (a 1) I 71.64 33,26 240.0) (3 1) 25.50 54.40 2 ONLY 01. .22 240.11 (] 21 112•111 112•111 t .0 .55 11.40 11.50 3316 104.40 m)5* a.0. 21.60 11.50 33.14 100.02 . 11.0 l2 2) (2 2) me NM • .w 100[0 54A4 33.14 100.02 .52 u 2) mica mar C.045, ▪ Page • Mid 6 & 5-0 100)1 a) ADAPT-2 v- 4.54 MO •.0 \ .75 22.00 21.00 .24 11.0 (2 1) .55 CMS P: \Southcenter Design- Buil..`, iarages\ENG\Posttens\Building B \Level 3 \Grid 6 & B -C Lev :3 .Cre . 24 210 20.07 -10.25 11.0 (2 21 MN MN ma .x u. .• 21.40 70.44 14.2 (2 a1 mom .di .00 0)020 S.x 42.45 -]]2.40 11 la 23 ram apt .01 a_ __ 21.00 x.10 -254.0 11.0 (a 1) 542016 Chi M 0 Writ) 0 • 112 xtaa 21 2*41-M v- 0.00 AC2 -02 1I- 01112121711 O•A• OOILICTIONO Cmvtt. • miles of aL•tialty lc • 4030.56 b! Cry tam Values is mtmtb . are (.o. /Om •flaalml ntice 252120210 Non All 31 127142. 21[03[ . 21 1011M2 tom t It 0.mm LL 0.22..2m a i -401 Owl At)( 1700) 1.001 220) 2/2 6011: A .Z f N.S— Lit AL fleet'' Le„:,) 3 '474111' 3 �C' r� = 6a 6 LL: ro 642 6r,J, N.tI A A le6 neap SSA r rr I la n 0 j . 'AL= FY%M g x 9: L/uop / o 6 V d a / / k LC- /71 W. fI NG o. 4f ib.' z.� PLt 1:1114 t 0_, 1.7 /" +SCI : 7.I )(61) = 733p161 /. � / 1? ' 4 q�9 k I w °11.414 i 1 u i I Project: 5.4.444.$dL. 6 &..„y.. r{l4 rS Designed Br (iYLM Date: N /6l6( Project No. Client Checked Br Sheet of 413 PINE STREET • SUITE 300 • SEATTLE. WA 98101 • P 206/343-0460 • Pt 206/343-5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 4/12/2006 12:44:55 PM Level 3.Cre an in TM to ratan IDNRV. ayr 5.20• u Hen, an RN PIM grid N.2 • •.t-4.• c Dm IttaRCM • tOJICT tltlt. ✓ atappr 0.100[ alga • Rid ll.r A 4.5-4.0 M an seal a cOMM Mtn At a. dm. for Ent MUM MILL a QanrcII't tor anfahla Cam factor to d.11.t1• far M a /MGY Coen a My a aoMMOIL na atamph on M la Maim e par a 5O 1.00 Ia C.•3. a tdnv 1.00 la AIMS= Oer1Da snot S tructural attar nut that Of matt. war .02.2t it mFm Mena MOM to to of wart ELM Rma.1w [lap airh corstainace Eta atatlw [lege width implantation sand ACI -alt an 2 • A 1 21 LMT .1 Mtn • ft I in me[ mas5f0D /i1R[arY. Cann M[Oa • Mal 1722 MMaib AM wait. 220. nand city. Miran* •051 Ant tae R fN01M1n COOCa 10204/Vat =NM T6tie ..N atmoa (,a- nt- 011121C-re) li1V[ __M'Ca - Rtm[tal Manta Mortara - 1'I2a tObtd. M4. Rib 220. Mace City. Mama* •••• ant (40013.. -2•00. ai. I)).)3N -0110 n ail, wppmtwatt.4t.M. w alt. NtP. //.aa.aNDNCR.Cs Inapt • S702 C • CMil.ar MRPor rare MOM s JOINT m ft P:\Southcenter Design -Build . arages\ENG\Posttens\Building B\Level 3 \Grid M.2 & 4.5 -4.8 Beam 2.1.1 •MaCnAL Mt Dm Or Mai MMa not 1:0111 a 20.•• 4.00 15.00 43.04 and M.2 • •.0 -4.0 11 aaT -C t• 4.50 IMAM IT25 a 4(0W D in m TAO width PEEL. in Is •.00 MFR.' Man DATA or awn mt0 MOOTS A•0 NN.N p1 •021.00 lei 40..0 1110O514 130.0. pt •DlTnn 1 Min m MmtIigt width tL1 1 S.R right iy m L I m 1 • aot.nplar man 2 • T r moaned • peat ▪ wrim 4 • anted T or Lava= • Murat • • Waffle 11 - 2q Mtn to Mane lino moan 130 m 4..4 COLUMN DATA O!R Mint ate t tWIT 201IA) D C.C• ft it m * TM Ni 100210M:1 120•71011 CCM IIXI Had at both aS ... Ittla5001 4NN at am ad. flan R tar ad O [aa N Yar ad. binged a for W 1 Had at Oar M. roller an fMa[mal tatty at for ad .. - • N.. 3 (eat ws 01.0•.• AI 2 -I 1500T •••LZOD LOADING D . m10 LIED • • till IOM Intaa[ty (Ra ... Te) (M ...A) 14t•l L3. TM Ms Ma TM WJR'a 1 ft R 1 R-a ot t ...ft) t/ft -1 2 [ • • . 7 2.1 - MOMEM a Man IN •f'M IaOT MOO •Me TO MOCMM mai 11t/R'2l. C ta. or • AT. I ( Ran Man 'Tat 4Oalbtt) 1 Mt ar ft -[t 1 ( tot • R 1 I. v • • Li v .N (1) .00 III 30.00 20.00 20.00 • RO, LM MUM i OQ••w with asap factor of • To 1 0 0 • .001 1 O L .•N .00 20.00 W IC wJwnOR DRMIa Mplm CM VMDi0 m Mann with • /Aa Mat at 4- CALCCLATID MOCTIOY •000t&TIA• 4.1 For Mtn Spada and eodl.aar• rely Mt • RIM 1 34.00 TM v • ta•m( • • MEAL Mimi C • OPICEER 3 M • AMID MOOT a• LM Low mY .75 223.04 Watat • Ma /Crtllsv m Molts. •N Nn •.2 1.00 to Jo II 50 .00 11) it Is 5.40 LOAD n0••••• ttA 50A0TIOI- •5.1 s••• N004•T• 1k-ft) • • ..aura 0M IA .M M111• M140w eet 0(r)• aril Mlt) 1/2 .apart • •.a M0CTIV m 1 a 2 •- Linn LOAD NOMOOTO < -- 5.1 L I tat LOAD tat Ma R -Ito had da In= (LI • Ufa RRR •--- •Npa • e - right LYM Rea - -> Ma in St at an ▪ W loft right 1 L • t - -1 { .00 .04 1.75 .40 .00 .00 -1.70 1.15 • • CaNa1M apart[ Mara 1 Mm 1 • . t'otaralI. mats • - 6.2 merits m POINT n Ma 1 1.76 00 2 1.76 00 Monk MPS 5.3 M ..a amp0 an maw of all .taped lad on t•OPC•D MOMSUTO Motel • . taro N agpst Mat. • • Lice of .rats 10 - 2ACTO•tO MOM•UT• It A[ACTIOI• Nlelaa N ( 1.2.00 • 1.41415 10.1 •Mle® Mal IOMO It -RI -- loft. 40a n eta. 7 2 50000 *11 met• tls • . 440 of aTaR Mm o m Na an 40.43 5.4 tai %OrOlf (raft) -• (grid at • 4.01.2 t) • ..3 CTIAl MOIO41 R -tt) 7.1 01000.0 OMDO DIS R -R) Sam to LM Mw Mr.0Ot QKt) adapts 4 an ' .0 • 4.46 .CO am OAACTI Ott • right* a.a W ..0 •.40 TM. 10.3 straw MtaTiae 10.2 •A1Vw COIYs MrCN R am 7.14 4/12/2006 12:44:55 PM Level 3.Cre II2 OOa] on w m L m 3 • • 4 7 1 N'n 11.67 2 14.47 11.67 .o 11-MILD STOOL Top D•. amens Mod nen mired 13.00 10 a taa <Y F[ Y•La Loym0 mw. Mind - 40 10 11.1 -•ILD ••O44 - TOTAL •TDI! 11.1,1 'Op nor MiTlm AT IDD -IMO 5517011 Rm 3T M - e• (la Ora/ 411 1 WS 10.) ea am LIMN ( OLT 1004) f 110 655 MIMI -- r 55 3 • - - -4 • + • 4 -re ss - -- 1 1 .04 .m) 1 -54 .wl a 1 7 a 311• -1 11,1.1 TM 1144 IIIISCATOIS AT MOPPOI1T0 5581011 41W. AT alum[ Mal nen .Ala ( Oa M1 ` o am LIMN ( MC 1@I) NO Silo WAD 1 ] ] -• -O • 7 a 5..1• 31 -- 1 ( a 1 11.1.3 TOOL 03674] O! MA/ - 41.4 lb AIWA, • 1.2 Pf Mom Sr • Ms Mot 111[554 Vtla malls 1 a Is calculated m M alcula De Sibs • See /q.• Cr m ate of iatmgmt a 3m anion. f boil Meted $ mane 1 an MMus of bon 4 lined cads cola • • L bard m Mar em at bar Mar Pope 7 OM. 1.2 • •.5•.• 51 5DATF00 I- 4.40 4CI -01 Ma 3 or calm 2..1dW.a 1. 14gW. Mbar at ban lined Mar calm • is blood m altar ale at mat Omar cola 7 or calm 4 aLLCMW 14 lane. n - .b at DDII 104 Al Mlle Ai a- Orman,.. UMW • Concrete • 3•14M Sign (NSl Nat .11a5• fan Nate of aapnntce fiber to patrols of Maim rob., 035 tptlgo of to -1eood N rtirrps. 1 WNW. pal) lva M latent a . vas ., • facta mots and Man MOM .. Ye • 1 711 a n -4 gems 2 Aga m[eaobbii value a 31 /41 mays 1343 am i1-1) 3 an paala•ibl• Ms of 2.0(fe1 DM.aa Av • 1 m nWfcamest 3ga4N 1 SA n•••oft t [nutted CACI a 11 -14). fa bean only 1 ai,a.p nutM Of minim 14C[ a n -671 P :\Southcenter Design-Build uarages\ENG\Posttens\Building B\Level 3 \Grid M.2 & 4.5 -4.8 Beam NM. a 71.03 71.03 7150 a 49 55,44 As 13.00 N,•• •.34 05.04 14.55• 7.24 04.3• .40 14.00 14.55 5.55 41.31 .M 5 104 1. 15.54 10.13 3•,P 14.44 15.55 11.55 24,44 5 15.54 14.54 11.03 1.00 20.04 14.45 14.47 .54 .w 10.00 14.555 .•• 11.35 .ea .•a (I 11 Me 4 01414 M.3 • 4.44.0 w ADM -110 I. 4.50 56 -31. 13 -141.133444 •••• DOWL•CTIO•• Cma.t.. Male of elasticity a • 4031,03 Si creep fats I • 3.00 Ulan So peatmw 7155 Maim Nfleeem) ration =Men= An ALL a Inns. DOM= aMPill Wa N. a..CSN W DG idani 1 S S t .ft .321 3411 .3.31 23391 .431 3541 atm • 1 nit .Pa 514 .N to 34.00 ft 1 X 4 Vu w ]Ana Av • 40 Cana ....t an ft IA 3 In-ft nine la tt In Ta tv o V - 1 ] 1 • • < + • 0 15.51 5.5 (3 31 IS 15.04 1. . 0 ea u a NM Oa. 3, l0 0 55,0• 34,00 N 5.5 (2 f) MO act 2 3 00 14.06 44.31 .73 4.5 12 a .4400 MY 44.31 .43 t 5 la 2) 3054* 0544 l6 55.30 15.04 .26 .01 5,0 (a 21 .4N* mart ,0 ) 0 450 1 40 4.00 40.70 .41 Ia 1 ` l a 7.00 16.16 65.44 . (] 1 nJ '.00 55.04 5350 ,fa (2 r) 45 ,00 16,04 n.N .14 (2 1.) 2/2 4/12/200( 12:45:01 PM Level3•Cre ( ADAPT Ccenst IOR Alf -CfnAL LTifm 904112W 0!n e Int Rani b1. nits 210. Itl:YO City. canton& 54001 Manna N - [Tall 111•44W felt Verna 4.00 AIR]* (N501-3140] /1eer -03) ADAPT dpnn - stz,:eamal nines M tdez. AMC 1733 CCais Ind. Mt. 230. Enna City. vllio n * Mal ILma: (400)304-2400. ran] (0501144-405 OYAiI: /,WOtta0 ttolt.ma. 9W MG, Y4lenee CaEtoft an Ai Tlar Or w IntiOnie no 12.3004 AA Tim: 5.20 ern •.• • a-• C 000] I•nl • Mona nit, • SOJICT TITLE banlent Singe n1ig • grid •.• A M-• C Sem level 3 OOCniI, Sl11CO et 25 Non. for IYIVOJ• N ona a WJRRITT for /SlO /One Min fella for deflection for OIO /•tom 3.00 c n Ina[ d/14 9ID0OpY[• nail antra 00.50 m n efv Cover at TO 1.50 is Winn Oyer at Ca1M( 1.00 L A{WTw M O S D ®, structural nine WM tell et TectL on tpRtt is 210 012•11) Hata aniCeri to face of Spgmt in affective flans width tveibtattm Tom to noelva flange width isplawannin e.thot tCt -lit 2. InleT OSONITIt Mn 3 (end 0..5 • IFS C Re) PMR -t t- 4.00 CL -02 2.1.1 000.500000 SMp Dann @QOM •ni Man Inert Cr 1naTflW T a 100 WU I T P 21 till waif Can non thin. with tun. lane left right I MI ft in is I l0 it in b is -M 5 • 7 9 • 2 20.50 10.00 20.00 00.00 {.00 20.00 12 ®. 1 -•W C • Cantlitver D • Minn prismatic • • Monitors section 2.1.2 Drsna Dan in IIaOIQRa swim 5000.• p! •021.50 kid 1 • MCtmgobt entice 9 • T a Stoned L seafa 9 • I antics • • peetyd T or L arms T • Joist • • Waffle 11 - Tp Sanaa to rennin llm The folla.lq en gaantq of nounfaa span and /or cantilever.. un distance 1. from left support ®ar11m to start of • pa aeon[. a �f ! TOP gTWMCnI W ` • D ra _ 1 0 I I b 0 LI ef N l b in thick WORT Mang IMF in -a- -a ♦ 1W.s a 3 10.00 50.00 72.00 5.00 x 30.00 00.00 .00 f� ) 2 l �a 70.00 20.00 00.00 5.00 I MprtOLLM left right P: \Southcenter Design - Built`., arages\ENG\Posttens\Building 13 \Level 3 \Grid 4.8 & M -N Rl, deam • 3 20.00 10.00 20.00 (0.05 0.00 eta 1 L 4 n 1 0 u O u 9.1.4 Uncirng •IDPT Da 100 NOSISTORN Inn SegligNIT IfIC} 160171 tl IQO b rage 2 (std •.• L N-I IC nl ADAIC• 5- 4.54 OCI -n 55.00 •I051 AND COLONS DATA Wens LON= COMM AR Ni t ma t anf •TIM 0 we• LIMO •ww 0 COC• Joni is et to it ft it is 1 2 • 0 • f • • -10 1 .04 .50 (D .00 (1) a .•0 .00 .54 .00 (1) . 44 .00 in en Cann pity Cann[= tan (OM) PL at OOb aei ... IIOHa1 • 1 lipad at near end. find M. en l • 3 Inn C sear W. hinged of fn CO Ind at no at roller with rotational fWty at fox and • . -CAW- • e iiO D • IC LOAD 0 • BOOM r • M m aOrI( L • MN LOAD C • t I • AM mar an LOAD O x00007100 (Ira... 001 (M nC...M) Total to 111h O AK CLAIM fin t/ft ( ft ft 1 Ih -ft or It ...ft) Vtt a a 2 4 5 • 1 0 14.00 30.00 an ♦ (arid •J L BFI IC pm) 1 L C 7.10 D 7.00 C 11.40 1 O L An 0 1 0 L .032 1 4.00 311.04 7.10 11.{5 CO, Lin CMIC is • ion with • Cup factor of 1.00 3.1 - tMD7101 AS AWMPA It Ia'S DWI SO® MCC TO IAOetIIM OMIOn Meft'21. I Ca. or RAPT.) (0OMO•T) Ma 0.04• nee LiiOfft) ( Wet or ft-ft 1 l it-ft 5 ft 1 ern: Lin WOII Le StIn= with • skip factor of 1.00 1/2 .aM .733 •- CALCVLAIOO •ICTTO• r1000ATx1! 4.2 - Computed Denim Praerties for Santa of nehrinatio Men notice peyetl• are /inn for all •.g eta of ent Y V Eva- egctiaal gent.! Tb entrant distance to top fiber 1. groan at of Lonna TM mlrtflal Obtl.W to bottsa ftl.r Spa am • ARIA 000.00 •04.00 x n Te b'• It b 1 .4 0 ,145•05 14.00 0.00 .33451.05 14.20 0.00 .19001.00 11 a ma•1.05 14 .17 0.03 DRAM LOAD 000101ST•. • SSACTI00C Mgt 0 lend •.t a 1LI 0C Rai Alin -C T- •.50 ICS -09 •5.1 Sr AS N0.51T (10n) • < 5.2 Lint MOSS MI • 5007 511)• •IOpm Mltl• 00111 a(t) -- 5 1 .04 .5th 5.15 Note, • • M0e1W matt OMIT • 0.2 OM.TLO• (10 • <- IA mM af0Mn (k-•1 --1 2 laser abet- -OVer m1,MOM 1 !.O .04 .04 {- LITO LOAD T TTTTT5, IIACTIONS n n a-- 0.1 LIT • LOAD Ma Man (2-nl W 0Al LOOS Itl e.... LR• sees.• o .. .itgn ... < tint. MI en W W max an left right n 5 • 9 5 1 Note: • • Intatlia eta < - 1.1 500 tI Itl - a 0.3 Cant Senn (loft) Mar net En Ott re W r 4 • I •. 2 - M ' 0P P 3.45 .PP .0e .000 .00 0 ant., non 5.2 an 4.2 values W 0.21• Of W Duper laid can 7.1 S000CB0 BAD LOAD Menne R -OI Non. • • !M of •Wpat COMBATS 4 (grid •.n A ION RC 001 ADAPT-VC V. 4.54 JCI -02 41121200b 12:45:01 PM P:\Southeenter Design-But varagesWNG\Posttens\Building B\Level 3 \Grid 4.8 & M -N Seam Level 3.Cre +.a as a aeaa tiva WM Id0 Y -ft) left. . - - NEtcx tier. Nu • 510 er eta 3 4 d a 1 1 11.44 7.45 Stem • • tame of support ere- •ACTtasO waltlbTI a RRACTIOZ• Calculated as ( a.a00 • 1.1041 Il.1 erne® dins STO21 le -ft) left• •_ - 11 - -._ nyR• ua max ea sax inn eta 5 a 7 i 0e.el 71.11 Sett • • Ten of eat 153 wean IuTas 15.7 {Klan a InO55 (4[t) (RI o- -Ian veer - -• ..- vNn mim .. am on w ma m an m 41.+4 a 10.0* x34 1 Nod 4.8 a de no ml Top tar 0 t itet brand name nWiNd 12.05 w bna bar extension red nnue taunted 3250 in 11.1 -14ILD •TOOL - TOTAL STRIP 11.1.1 TOP •TLI. MacfIOI n I®-NU CRa xni. AT 540 -n tint) -- ea rton - -• deaf 0.1 Ma 5 1ST 0 , i nu Men 1 01T Im•I 4 o an adz T 3 4._.T T 1 1 1 ( .00 .00) 1 1.0 .001 3 0 7 1 35 11.1.2 SOP 7120E n 1 ueY10 At IONau ova STRIL AT o»a'u 110 21 Real - enacts JOINT ( NS I0•) a o 2120 Mani 0 tan n>I NO an Wn 2 1 -a 4 e • - -20 22 1 1 .50 .051 4 ( + .50 .001 2 I .00 .ON 1 112.5 Y MOM • 1.7 PT note, Klan Panda Mar lasted under nano 3 aM 4 1• a4vl hid based on tither .to sin • ax /T• Of 0.33•Area of reinftrc t for emapth (hated under calm a m 71 • donna of Ono a1nW under column • w tend on either area of bat under aim 2 or ode= 3 ands 1• loner. Y et of ben lined ander cobs 12s aged on either area of bar under �'.•a Chin 7 at oleo B. whichever • Inner. 12 - • p t A R 0 5 5 3 0 5 to 55th 21p 1113-nT MA ea2 0 .....•o.._•... ....... .. _ . ...... lie gage 5 (end 4.5 • la, Sc Se) aa5R -n v •.00 tCYN Conan • Neb. watt Mall elan Mend for. a • Netntx of camplimeica Mar to stroll of rm>m weer He • peened of teIe ed 53 atiaawe. (ry• Nx3 pee) snare are W e telred g . a • factored manor gee nun as .. Pc • 1 WI a0P 11-5 gone 3 net w'rlulue .aao of aUN'I/a geom. CACI 05 11 -3) 1 az poalt.ible wan of 7.51001 govern a. • 1 no roinfor et readad a W nietasemt aeWred (era M 13-14). fn vas my 3 minas 7x710 by dialysis Una ad 11 -3.1) eeAl • 1 15Th • 30.00 ft eat *pea fr .00 to 3e.5e ft 1 5 4 va Ma RATIO lM Ise MIS 3/0 ft 154 k )t -ft WITt leant in To A. 3YWn --a e + S Sat Y - - -- .00 .N 11.04 -23.34 • x (a al O adT .ee 1.50 18.00 .1e.ea 1e.ue a f0 5.0 n (a 3l Me OM .0 2.50 41.04 -14.55 25.52 .w 0.0 U 21 MIN OM .0 .04 11.75 e.N .01 0.4 (2 0) MANS 01.3 15.53 .n (3 a 05 01113 .erg 5.05 18.40 -23.45 14.03 .a+ �.� (2 al 33tn and ere 4.55 7.0.s4 -U a+ 112.53 .ere 1.1 (2 n IWO ONLY +.x 11.00 5.011 110.52 .x (a 31 .N too 2. 04 0.22 413.73 wa •••• la 11 Lx 10.00 4.35 724.55 .o 13 11 ,v Y.x 41.05 5.15 Ya Y IA 13 1) .x 11.07 n 1.10 07.0 (3 1) .N 13.es 110 5318 . se N 11 1.44 (3 it .H 24.44 41.44 4.44 71.52 Al 0 11 .H 23.00 le es 0.02 02.20 .w l2 31 PRAM COT .N 15.01 U.e/ 10.03 01.75 .57 (3 3) ON Sr .5I 17.05 11.40 11.04 40.34 .43 (3 3) led OILY .x YAO 14.44 12.04 27.0 .42 (2 3) non Om .x 13.50 11.e/ 13.35 14.41 .» (3 21 egg OIU 1,50 30.50 10.04 14.15 Ale .n (3 21 We OT One • (end 4.• • 5-5 RC a) Part.2C r_ 355 ACI -x 13- 1511bn1 •pa• ......TTOS• Cpmet. Indian of elaaiclty 00 • 4031.00 tat Mop factor I • 2.04 7•1055 L pwatbax are (qWY deflxLio) Mice nx1m0* I6 On l{ indon. IXMOO WTLS7I 03- DL NwaO LL OL+7Is m .251 eel) .14( 11111 .531 4541 2/2 G r;4 i y /11 -N Re fie# Level 3 s-w 1074- grad its * A -A/ /& S'W wepti /0" t 1.10 in bLt •O yes 0..6 1' s " sma C k"oc -. I1eN.r k Liz /•N 01.-z Ws. 0 a 732.4 JIJ L L3 k LL -1 n _S vLS y.l k LL x4.f^ ,7' 4x not' 0,77 S' � 7 ' /. • LL s lh ea: LAN Alf . CA Ce "az.. r z f.5 w LA - i /d % Project Project No. d st nit ►3 Client Designed Br Sk.n Checked Br 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P:206/343-0460 • F. 2061343 -5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Date: N/ 6/06 Sheet of ft-Zs 4/12/2000` .2:45:10 PM P: \Southcenter Design -Buikz .aarages\ENG\Posttens\Building B\Level 3 \Grid 4 & M -N RC iezini Level 3.Cre 14.+3 lack Tfa car 3344 000841. Me 12.3000 At Tin, 0472 11016T 715, grid • • a-s we Mar /awl 3 aeotLiltter trwn Wig 0 Grid t' is noel Aran C IIRiOAL Carl tWtd City. BMW t 1733 oJLii tag. Mite 110. YJg00 City. Callfiata •001 NqW -tC Wet 3211114WCID LwpON to s!a/ cute yrtaia 4.50 Moen INS - 11403/I30-011 ADMIT 093 1W - atroRVLL women titan [Saga 1773 Muria, awl. tit 130. 4ytd City, Wigan/. Nall Plea 141017043400. Paw 044.1314 -44711 sa[i. ampottWytaft.ma Web Www ttp, //war.MaR3oh.0 fit. mann at 30 dap. for Ma /Pal• - O nanitonn for Sall asa OW factor for didl.tl[t for La1S /Pas •0•.0* Pt •031.•0 Ni tm3a Mawr Mash In n9� Ti tragt4 34.54 Its MIa1Y Cover P Tt 1.54 is Minima Mir Si Sane 1.50 is Almon tenwi DSp, [testa[ system OM wet of mortis over anon is PaWYw waits I®es to law of nowt TIE anwein flap width. wslttstia TP 03tnin !hops WOW i•lsttla atbod laI -310 Paw 3 (arid • • s-s we l.al a • 3I Lanni area WPM rl Wt 1 -I• XI ft I in in is is • 8 1 t 2 30.00 10.00 30.54 73.00 •.•0 Warps 1 -PAs C • Cantilever 3.1.1 PILCDP OPM DAM O lent= SUS • Winn/ prtaatii • Msuifma anion Mann -anal nar Sn riti thin. Rear in is Lo vnrght loft riot 1 POW 1 • Rectangular nation 3 • T or inverted L stlt 3 • I action • • WYdai T or L attic 7 - Joist Wife 11 - Sep smfMe to raters[ 134• 3.1.3 Da t= Den lie q{wtt MOW The follaisg An p.t.tcy of twitma spa ad/or ratil.tra. C3) eft Osten* is fxs eft anon aotal3O to start of • was owlet. - O >OP KTIMIOPOP Ian Man I In I O1rIMO Mn OPP rld at. Wen t»La..1 S1 1 watt I riSOt it I an in e I in in t e I in in I in I 1` .v.. r 12 12 ". V, sap. 1 a 0 ae.o. 72.00 ..0. 1 . .e 72.00 5.00 - 1 11.00 10.00 140.00 0.00 4 5 39.80 1..414 20.00 39.00 4.00 •PM: 1 O • OP TOAD L • 1150 1000 1 0 a 1.1.• MIC1111 ®0 pit 005 adWaleist Pas tH@ 1 v .lean C • CCORWOA Li- Wag LOAD PRht WW1 la t} a (Orl t a let 1L leas) •8.00 •0.41 new li a wan MOWS Wean lib WuSM I Ctt. Lan, 000W 0 C!• .Wier is h W 1a ft is is 3 0 3 1 .00 3 .41 ¢1 (1) 3 .00 .00 .00 .00 W .03 ill Mt twos WOUMP taw tors law had at both ids ...IOAWt0) 1 Rimed at net td. Mad Si far ad Wad at tar ad. timed P ft std Med at oar d. tells sits Ittala•1 amity a tar ad t Tin lags • (Grid 4 • NM C Y) L 0 1.40 11.00 t 3.100 5.00 v e 11.00 v 1.00 0 00 v L .na 11.00 339? 30.00 an COLONS OATH 1/2 P•PAWLS Minn/ M- PPUS mr PP CWa Tel [/ICS { h h 1 li -St t t ... h1 Met - 1 a -4 t • t 8 8 L C 1.40 39.00 L C 3.50 D C .» v C 2.00 1 3.00 D m 11.00 25.00 .733 gel. Lm to)aIa is mann vita • tip factor of 1.80 .100 earn/ (k/ft-M. ( CO. or PP. 1 I en CLASS TPt Lnen/ft) ( left or ft-ft I (1-h • ft 1 WOW Lit Lands is nano •it • may factor of 1.00 4.3 - Caspian actin Praphir for tgamta of naprismatic Spans Section proms an listed for all .Manta of sack slat ]anal paauy t. catmint Wanton to top fiat I. prow at of inertia A wtivit i spatula to bats fiber and Ala I 30 it caner) i3'3 th• in is -4 f PAM 1 1 3.00.00 Annie 14.30 .t. 2 500.00 457,444 14.30 0.03 454.00 .138533410 14.17 0.0* 4 354.0* .13301.0* 14.17 0.0* Sap. 1 (Oriel • a DIM i W) WIP -w 1- •As la -Ia t - DWAO LOAD MOMO0TO. • •0.1 aPAM t0030T3 daft/ • .5.2 Si naiad (a • SPY 0111• minima 01n. will air) l -4 T 1 .P - .P 13.15 -Ce • . Cattlfa at. OOm • 5.5 PnCIIUS On • a- OA a 1sYI. (4t) -. .v a 15.41 .t • - Linn LOAD 0000WT1. a WWACTInn./ •-• •.1 L 1 3 • LOAD sass eta goal and WPM NaOt W •h• ------ • - oitpaa . .. . tight. Mist Pea 314 as W os W W loft right 1 .00 Bata, • • CattaiP a .- •.3 to 2[OS la - •A teYS WW WS /W-hl WST Ras W ma W OW W 2 3 1.53 3 i. . 00 .. 0 1.53 .Oi .t .W .Po .00 Bate. eat 5.2 and t.) •lock an ..die of all •Nips laid age 7- linen() My 4 feria .• WI C awn seam 7.1 00DVCOD OM IOW Irian h -ftl 44.37 • > • 3 -- e _ a 9 Y S i _# .i 01 • I • I .1 i = ▪ ; 9 a 1 a t t S al; a 1. e h • fr 0 • S 52 Y• Ir a; 5. •5 a mill : nun I 5:53 FS:: :: : :5 :q: . a . .. . F .. 3::335: 3553a5sc::s::::ss3:g3 aaaaa:...,, :a:a s s ..aaaaaaaaaaaaaaaaaaa . :5558 55:33 33 as .aaas::naa5 :SSSSfl ^ : :: t 9 S I I ft- X63 EE Eft I ads CIA a— r E I e 4434 ,�i • SS 144E. Si aa:: 4121 t 1 H dss a : s 222 1021 1k8 2 1 I 21 i t pus C. I2 . �in VYYY4 Ill ;, Sr Ii i t 7 S UOVUOU t s 0 3 i a S x r. e r I e t I . .a S 5 "" ............. i SS:ax23xxSxx::::x : a:: aaaaa .... SSSSS••SS:a ^ S " aaaaa' " " 'aa . aaaaaaaaxaaaaaaa SISasq ili.SS It; ss 1 x 4223442344 .... SSSS°. s 34 t IZZ a Project No. Gnu M Level 3 Ll 2 pt = ia1,6 1r. b / Has' F - 321.6" r 3l-j ;6" 6r.ol N Level 3 D L ! 6 6 (.4.0.A) Talq- /u' / Z6 5c' Project SOt Un .p„ p,r Game n 6 2 ' 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P.206/343 -0460 • F: 206/343-5691 COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING 61 7 6i ' Designed By &tM Date: / ,/7 z /D6 Client Checked By Sheet of p-r-- 254 :sass i 14 . SS1 .. q1 4 . 322 :23328 I 555 9a? ==5 s • ,,, g.., SSF 333333 SS31:: 3SFFF: SSF 2 :3222222 . ::: ::3:88 88:::3 222222 ::: q 2=::32 ... 9 . 2 '. ..x '1142 3338 '3332 i!! Mile Mill i 111011.00. 0.0e 000000000000b� 0000 .... 000 p x 440004/11 4001 1111::.11 s 7 S: =3: ::3 33 2 11 HH g Has ,H :a s: sf a if i sss s if ' s,. 8 i hh ; I H Ei 2 II 1 11 !!y 1; 1 111 ill : :s yin Ma • t a :assay j s 15 ":: ilesii ggqq { I " I i i I /5 still _ S. : 3 ss:s:: ananoa 4 M .. n .°. 757- N G 2 .0 h e 8888 8888 a 17 :t. S d i 888 • 77 yid 1 3 I I P a I a iii 323.32 1.31 Vii1SV 7:577 S1 i /SS ww..3: 838 8 3 3 111 "�7 i�3 3 ;4343 833 3858n d 437 1:3'49 7 ... 373x8 C 7 • h M Y `t 2 D e o SS A • ` 8878 ▪ iiif ? ki a 8 F R 3'1888 r. a C) LLLLLLL N 5Y F1; NS aaddd 8 e e °111,. ; t i Y :1115511x1 t 5 a4.. 5555 El Pia 155 a1 . a ei a YY51Y: "234 4:::22:12 1111 ,•.. : : :_ 1 i i 1 N1 Y S 555115 7 en 0� C i ! 4/12/2000 .2:50:55 PM P: \Southcenter Design -Build ...arages\ENG\Posttens\Building B\Level 3 \Grid M Level 3.Cre Page 17 (Grid 0 Level 3) 13 1.72141310 SPAN DKFLCCxx014 e • modulus of elasticity Creep factor I ff ct1 /Igroa (due t ding) a . When cent 6 (fc'I V3 seeking 1og of ectl 1 allowed for. Values in parentheses exceed are lapeo /sax eeflectleol ratios a L9 Sues*. . 0010/10.120 gantlet 550$ m a vurc.wcas9 1 v n1U6) on . av os uoaml 9 .00 (91720) 031 925)) 3 57( 1.299) vl 22931 05) 072) s sa .vl wsz) .69( 5950) .07(10073) 4/4 85E ° °: CeE$EY .... d: SS388 SS:181 ..00•.........0 aaaaaa aaae.o.aa NS 88 as g a I t a1 1. Yy a g — :41555 I at ^ 3X' H fi Ea YY el 8 1 .. I ww w. a I F� s 5 i! 1 w ¢f _ I 5 11 C E YY 5 y 55885558 E88S I Cf3 % :a8 ° VS 1 $ �. ° Y 55 ° S Y °58:555 . w ey ° 7 w.. • S ! -- 7 :a g a ?, s RPM 1 a i "! a .38 ...... ..7. i 5 g. ...000a400451 0401 ‘111% a..E 1 1 aaa.....a.. 1 YE gni SI 8 I i I I g SS: :E I R E 11 l iii I� Y i VS S 4 a a 4 I • I I t Ka • 1 el .1 s1 al i :i poi g .1 A. .1 .oa E 4/12/200b i2:51;09 PM .sate w. ttiw •10 Lined tee all malt. Of Ike ape A- cronSetional p.a.tti 7t_ twtroidtl Oi.wnce to top filar I. pas at of inertia 1D cetroidal distance to bottom War SriWarr Ulna fffwtlw NUM Ina I 4 ua n It b bee 1 3O To Mat) bra in in is is in ON 1 1.244.04 1154.00 11 ... w 15 54.00 64,00 23,1• 25.14 ll w 25.14 25.14 Boa • . Cap[lla .1.154 J OIN • ES SaCR® RI • 0.0 w 3 ..0 64.50 41,54 Pala 7 Maid • ]54.2 I) 04.3• 104.116 1 .00 124, - 11.17 Moral • . Conarlla sett 176.21 -45.5 7- 10 • • • I• fl TO nat-n -•SNIT .171•.254 .1001)2011 .10)25.04 -•7173.0• .10)2 3.01 3.011 22.0 22.0 •. 17.56 12.71 12.81 1 ▪ - Pin LOAD •0111111. • auCi1O•• 45.1 •lA• 101••7• Daft) • . L2 Ma®p• lb • ••Y 1111 I41••p. 1191• 5111 alt) i ♦ 1 234.14 -75,10 3..52 2 405.01 -35,7• 5,3• I - LX•I LOAD IID•IS•S•. • ••i ONIONS 4 - -t.1 Stag LOAD SPAS MSS R -RI mad •SAa7 000 -• aft• ------ sicken - - -• ri0t• • . - -ma• 10aC• -.. n S usx m W OS m 150 right k • 7 • 7-- •A 50.11154 (tl N COL. all O-ft) e__ LL'm Lo1aY --_• e. -- C - - 13. 5 m W ▪ 2 2 47,0 17 -f• ,a ,w .e• 2 14.5* 17-45 3 14.10 -f.•• S.lf -21.54 .O• .0. Votes non 4.1 Wank •.2 value. may Nolan Of all skipped loafing cues 7.2. to D 0 C20 OaD am mmtt (t -al •m .- an• -. .- Wye -. •- tiet• -. f 21.13 234.17 - a -75.0 405.93 -22L27 Writ • Swat 31 *07 -02 7.2 t SO CC ID LP• 1MO alb" R -271 P: \Southcenter Design -Buil .rarages\ENG\Posttens\Building B\Level 3 \Grid N Level 3.Cre left. ----- uldspm 4 17154• Mg sax W as m max W -4 •• 7 s 11.37 1511.75 -2•E33 a - 117.54 125 26 O.w Mayo • . tea- Ot -.ygmt • • q or Cae aIg Lill ll Onft) 541•4 of dad lm mad 11w load .pan ants mCIW for .arwicatillatr clack. 1 1 -011OC • 1.05141 SPAN 1 lt.: • . few -06-.*peat - gnat= IMp -IPR® MMCO At MOM 11101714113 El nail* Ins 2O wuA5i5• 2450•30 For span. 1 • w.a[..d parabola 2 • style parabola with strnpt portion 0.0 aygwt 3 . 1.4905 Cade For aa11..a. 1 • ltyla aabna 2 partial parabola a • harped tads vaste a 04,33 m S,y.o - - -- nat. Ina m ma W -4 • 7 507 322.53 )2 T,l• 537,17 35.0 -204,12 - 1.1.25 g • 021L• TOW 10/2 1 12/0 NL ape 0 (arid • Wool a 2 •In d- editing ad. aaeted, net •amT2a _ ••r -• mall as l -- 54195410 nan. - -_ PO WS .- 02n3p OP lag (a) - • • •/A Mal Sal 150 1U -1 aft Oster light (psi) 14 -) (117 i • 4 + I- 1 127.454 10,54 i.e. 22,» 574.20 2.395 1)5 2 321.400 33.25 7.25 27.54 271.42 1.449 75 • paaWC• night of .abed 777.3 u et0Ol•11 D 11131175311 10.7- T•••I011 tl0 Otm(Idp) . - WS al 5051 04411I23Y• -a - MI5 a 1413113511 I/A -• MAK aR• mm anal. tart CON LINT i ♦ 4 s 3 56.77 27.1.56 14L4) 141.00 145.05 a 110.0• men .00 144.00 144,04 145.00 laws • - aa-of -support a 2••T• Toe 345101 lee BMW Y -S wed -C Y -S e5a-C ] l • • 7 -1 • 11`27 333.14 11.53 2 50.113 13 -430.00 g ot., • - [q of -typ[a 2/3 00. iI (ta.t• shoat pan/tint/ ape 10 N San= ..i -T ..r -C 11-04 C 2 3 • • a 1217.66 SECS -621.23 a -su.0 244• -224.52 Wr- T•IOID•Y •ALA•C•D l011i•i•. ]Ob•MALMO= • •!A• 1011[•T /a -R) It - .-- BM®I•a(l)- ST1.tt. tb.Da right. 45111 5It) 2 3 • • O 1 .S -]1•.04 511.71 2 557.75 -12•,55 315.1 1.14 1.10 54[54 • . law- of- sopert 1 3 Calculated u 1 1.20. 1,541. 1.54 .enayry at ellpal 14,1 IS OM RRi ICS R -tt) let. scans. riac• O 5 S m sax m lax m -1 ] • 4 7 1 24.71 04.21 724.74 40.5 .023.72 - 479.11 2 - 7.2.42 -0♦... 02]-02 III." ats. • - taca -Ot -.Spat Old ••13111m IOma Ib -al -155.417 rap 11 (aid • Steel 3) 2 1 5.14 192,41 115.40 2 314.75 244.0 150.50 wa, • - tack- eC -.yprt 11 -1IL0 SStnt Oriel • ]...l 21 AOSIT -2r V- 7.10 a0Y02 10.2 ISMS •rTIn 20.4 raTO.O a Wen It -0) (5) a-- aY5 Mr - -> e- 077th felue __ .Kars S W osa m sax W 3 .4 • 4 7 1 1042 w 27•.4• 52.07 143.3* -114.92 Jo 2 a 15,50 42.41 393,5 117.40 ,00 • INn1C CLISS7A for OR -•W or aim •5151 - Kalman .tool .,0041 - sCt capacity • actatl (anN& want S upport at -off length for al02r steel layth /.pal . Spa cut-off length for slays aa0laonpth /•po) .• • Top Sr IIi bss .ms [quirt. 12 00 tar 2aa id a B ottom bar ntaian beyond -awn wrest. 11-00 in 04)204'1•[ band a O m1OinOPln of factored set. a SS iiiggg H. Sy i 'es 1 5a qs az I 1 � I a 133113 ; t as 1 t 131311111 11111113' SFr... I C Y a aas:=psq°2I 1 i •z Aso-et Aso-et 0.153 inA2 fse 1752 ksi FT Beam Deformation Compatibility Beam L (ft) b (in) b (in) Fiber Force # Strands A (m d, (in) p, f(psi) A, (in d (in) M (k -in) V (k) V, (k) Av (in"2) Ve•d/Mpr Vc (k) Sreq'd (in) Suse B-1 62 16 35 + 375.2 14 2.1 32.75 0.004 187395 1.58 33.5 6458 104.7 149 0.4 0.30 100 12 10 62 16 35 - 375.2 14 2.1 33.25 0.004 187582 2.37 33.5 8646 - 104.7 155 0.4 0.28 95 10 B-2 62 16 35 + 375.2 14 2.1 32.75 0.004 187395 1.58 33.5 6458 104.7 149 0.4 0.30 100 12 10 62 16 35 - 375.2 14 2.1 3325 0.004 187582 2.37 33.5 8646 104.7 155 0.4 0.28 95 10 B-3 26 16 35 + 375.2 14 2.1 27.5 0.005 185434 1.86 33.5 5050 43.9 140 0.4 0.26 89 12 8 26 16 35 - 375.2 14 2.1 27.5 0.005 185434 2.64 33.5 7010 43.9 153 0.4 0.25 87 9 B-4 62 16 35 + 321.6 12 1.8 32.25 0.004 189216 1.58 33.5 4613 77.9 117 0.4 016 90 22 16 62 16 35 - 321.6 12 1.8 33 25 0.003 189651 2.37 33.5 6953 77.9 124 0.4 0.24 85 16 B-5 62 16 35 + 321.6 12 1.8 32.25 0.004 189216 1.58 33.5 4613 77.9 117 0.4 0.26 90. 22 12 62 16 35 - 321.6 12 1.8 33.25 0.003 189651 2.64 33.5 7632 77.9 125 0.4 024 84 14 B-6 26 16 35 + 321.6 12 1.8 27.5 0.004 187146 1.86 33.5 3650 32.7 120 0.4 0.24 85 17 12 26 16 35 - 321.6 12 1.8 27.5 0.004 187146 2.64 33.5 5610 32.7 133 0.4 0.23 83 12 B-7 62 16 35 + 268 10 1.5 32.25 0.003 192026 1.58 33.5 2971 77.9 113 0.4 028 96 36 16 62 16 35 - 268 10 1.5 3325 0.003 192549 2.37 33.5 5260 77.9 119 0.4 026 90 21 B-8 62 16 35 + 268 10 1.5 3225 0.003 192026 1.58 33.5 2971 77.9 113 0.4 0.28 96 36 16 62 16 35 - 268 10 1.5 33 25 0.003 192549 2.64 33.5 5939 77.9 121 0.4 0.25 88 18 B-9 26 16 35 + 268 10 1.5 27.5 0,003 189542 1.86 33.5 2250 32.7 111 0.4 0.25 87 25 12 26 16 35 268 10 1.5 27.5 0.003 189542 2.64 33.5 4209 32.7 124 0.4 0.24 84 15 B-10 30 24 35 + 455.6 17 2.6 32.75 0.003 190273 2.37 33.5 21352 180.0 299 0.4 0.46 219 8 5 30 24 35 - 455.6 17 2.6 22 0.005 185313 3.16 33.5 18013 180.0 280 0.4 0.34 170 5 B-Il 30 24 35 + 268 IO 1.5 32.75 0.002 200850 2.37 333 15515 134.0 220 0.4 0.46 222 0 12 30 24 35 - 268 10 1.5 22 0.003 192418 3.16 33.5 14092 134.0 212 0.4 0.33 165 13 8-13 30 24 35 + 3752 14 2.1 32.75 0.003 193511 237 33.5 18851 170.0 275 0.4 0.48 227 13 5 30 24 35 - 375.2 14 2.1 22 0.004 187488 3.16 33.5 16333 170.0 261 0.4 0.35 174 7 B-14 30 24 35 + 214.4 8 1.2 32.75 0.002 207271 2.37 33.5 13848 120.0 197 0.4 0.47 222 0 16 30 24 35 - 214.4 8 1.2 22 0.002 196732 3.16 33.5 12972 120.0 192 0.4 0.33 163 21 B-15 52 16 35 + 402 15 2.3 22 0.007 182832 1.58 333 12739 87.8 129 0.4 0.22 80 12 10 52 16 35 - 402 15 2.3 33 25 0.004 186754 2.37 33.5 19493 87.8 150 0.4 0.26 89 10 B-16 62 16 35 + 402 15 2.3 32.25 0.004 186405 1,58 333 17076 104.7 151 0.4 0.28 97 11 8 62 16 35 - 402 15 2.3 33 25 0.004 186754 2.37 33.5 19493 104.7 157 0.4 0.27 92 9 8-17 22 16 35 + 375.2 14 2.1 27.5 0.005 185434 1.58 33.5 14347 27.7 136 0.4 0.26 91 13 8 22 16 35 - 375.2 14 2.1 33 25 0.004 187582 2.37 33.5 18646 27.7 169 0.4 0.30 102 9 8.18 54 16 35 + 321.6 12 1.8 30 0.004 188235 1.58 33.5 13819 67.9 111 0.4 024 85 23 12 54 16 35 - 321.6 12 1.8 27.5 0.004 187146 2.64 33.5 15610 67.9 116 0.4 0.20 75 15 B-19 30 24 35 + 3752 14 2.1 32.25 0.003 193231 2.37 33.5 18635 220.0 324 0.4 0.56 262 10 8 30 24 35 - 375.2 14 2.l 33 25 0.003 193791 3.16 33.5 21051 220.0 337 0.4 0.53 250 7 13.20 26 24 35 + 3752 14 2.1 21 0.004 186928 2.37 33.5 13943 180.0 269 0.4 0.41 197 8 8 26 24 35 - 375.2 14 2.1 33.25 0.003 193791 3.16 33.5 21051 180.0 315 0.4 0.50 236 8 8-21 52 16 35 + 321.6 12 1.8 22 0.005 184749 1.58 33.5 11059 87.8 123 0.4 -0.25 86 16 12 52 16 35 - 321.6 12 1.8 33 25 0.003 189651 2.37 33.5 16953 87.8 142 0.4 0.28 95 13 B-22 22 16 35 + 321.6 12 1.8 27.5 0.004 187146 138 33.5 12946 27.7 126 0.4 0.27 92 18 10 22 16 35 - 321.6 12 1.8 33.25 0.003 189651 2.37 33.5 16953 27.7 156 0.4 0.31 103 II A 0.153 in fse 175.2 ksi PT Beam Defonnatlon Compatibility Beam L (ft) b (in) h (in) Fiber Force If Strands A„ (in d, (in) p, fps (psi) As (id) d (in) M (k-in) V (k) V, (k) Av (in^2) Ve•d/Mpr Vc (k) Sreq'd ( Sum 8-23 54 16 35 + 268 10 1.5 3235 0.003 192288 1.58 33.5 13123 67.9 108 0.4 0.27 93 40 16 54 16 35 - 268 10 1.5 27.5 0.003 189542 2.64 33.5 14209 67.9 112 0.4 0.22 78 18 B-24 30 24 35 + 294.8 11 1.7 32.25 0.002 198158 2.37 33.5 16172 198.0 288 0.4 0.57 268 30 12 30 24 35 - 294.8 II 1.7 33.25 0.002 198871 3.16 33.5 18512 198.0 301 0.4 0.54 254 13 B-25 26 24 35 + 294.8 II 1.7 21 0.003 190137 2.37 33.5 12339 165.0 244 0.4 0.42 201 14 12 26 24 35 - 294.8 11 1.7 33 25 0.002 198871 3.16 33.5 18512 165.0 284 0.4 0.51 241 14 B -32 62 16 35 + 428.8 1 2.4 25 0.006 183333 2.37 33.5 16614 104.7 149 0.4 0.22 80 9 8 62 16 35 - 428.8 I 2.4 33.25 0.005 186029 2.37 33.5 20340 104.7 159 0.4 0.26 90 9 B-26 45 16 35 + 214.4 1.2 32.25 0.002 196242 1.58 33.5 11329 51.8 94 0.4 0.27 92 380 16 45 16 35 - 214.4 1.2 25 0.003 191503 2.64 33.5 12200 51.8 97 0.4 0.20 73 25 B-27 45 16 35 + 214.4 1.2 32 25 0.002 196242 1.58 33.5 11329 51.8 94 0.4 0.27 92 380 16 45 16 35 - 214.4 1.2 25 0.003 191503 1.76 33.5 9989 51.8 89 0.4 0.22 80 . 66 3-28 26 16 35 + 214.4 1.2 25 0.003 191503 2.2 33.5 11095 29.9 101 0.4 0.23 81 30 16 26 16 35 214.4 1.2 25 0.003 191503 1.76 33.5 9989 29.9 94 0.4 0.24 83 56 B-29 25 16 35 + 214.4 1.2 18 0.004 186928 1.58 33.5 7882 28.8 81 0.4 0.19 69 50 16 25 16 35 - 214.4 1.2 25 0.003 191503 1.76 33.5 9989 28.8 95 0.4 0.24 84 54 Vu= /,0 /q. Vitt z 0.4 Z- /fi C/osvrt N r Q 13; vkr. SLcA 9 AVs- l, o_ (U.7Sl(6IX0,o) O.o3 • Use- 01 1 n "a•- ■ 1.5 - 1.0 05= -1.0 = -1.5 = Strength Min Shear Diagrams File: Typ Distributed Level 3 ss Strength Max Span 5 iz Strength Combination: 1.2 *DL +1.6 *LL +1. *PH A? Project Name: TYP Mar. 19, 2006 02:23 PM ADAPT -PT 7.10 LQnb S orb = 3.tk -fi ak Mk = i t ! k -f4 ei Mk = 03 lc-{4/ tit 2.N k - f } /rb �veli As,,,., = ''ll o.P[Cittw 1 ID;s ?1' sib -5.0 E -2.5 Y 0,1 0 0.0 2 2.5 fa�fa Strength Min Moment Diagrams File: Typ Distributed Level 3 Span 5 Strength Combination: 1.2 *DL +1.6 "LL +1. "PH Strength Max .ICY 4 Project Name: TYP Mar. 19, 2006 02:22 PM ADAPT -PT 7.10 f+S ft / nn` 0.9 oti 6� 0-) o'Etx6a Y.kkf � C x 1( ? 41-0.•)01) 1 ok '/ fl' $ ■P;:; 1-1.)1. 1,7) o.fd ° /fL 0 M" (oAX0.10 )(6° 7 oJU 6a (o. z [63 4 o l; Co (foSU.rt fowr e feasnl yS k 5o 25 — m 0 a) r U, -25 — -50 — Shear Diagrams File: Grid C Level 3 Strength Min Strength Max Span 3 Strength Combination: 1.2'0L +1.6'LL +1.. "PH At p. Project Name: Grid Apr. 6, 2006 05 :30 PM ADAPT -PT 7.10 y5 Avt ° 21.0 ik (on i)(4&Ka -4 Cjotu.rc Yvw e )3eaans -500 = -400 =- .7 F -300 = k Fig -200 E -100 100 = 13uk_R, _ Moment Diagrams File: Grid C Level 3 Strength Min Strength Max Span 3 Strength Combination: 1.2•DL +1.6 *LL +1.•PH AY X Project Name: Grid Apr. 6, 2006 05 :31 PM ADAPT-PT 7.10 / ' 130 k -a Melk 7,So " - el (6) S OMn_ (o a)U6a)(6x411)(33zo z -24 k- tab (C- P 6 0/14* 0, `0( 6 ')e 6 )(0.4g)(33)(0. 0 ) z '35 z k - u se (6) os nvb J Tor ok fir V.„ f /tlk Project Info Project Address Westfield Parking Garages - Building B Date 6/15/2006 Southeaster Blvd, For Building Department Use Tukwila, Washington Applicant Name: SeaTac Klectrio, Inc. Applicant Address: 7056 South 220th Street, Kent ,WA 98092 Applicant Phone: 253 - 872 -5553 2004 Washington State Nonresidential Energy Code Comrliance Form Project Summary PRJ -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms p_� Permit Ito. R Y i C. ;St CIT RECEIVED KKWILA JUN 16 2006 PERMITCENTER f REVIEWED FOR CODE COMPLIANCE A noonvFf AUG 17 2006 Qty Of Tukwila SUILOTNf 01VTSIOIU Revised May 2005 CORRECTION LT R# p O(o-' ( Project Info Project Address Westfield Parking Garages - Building 8 Date 6/15/2006 Southcentar Blvd. For Building Department Use Tukwila, Washington Applicant Name: SeaTac Electric, Inc. ApplicantAddress: 7056 South 220th Street, Went ,WA 98092 Applicant Phone: 253- 872 -5553 Project Description 0 Plans Included requirements. s New Building ❑ Addition ■ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 0 No changes are being made to the lighting ❑ Less than 60% of the fixtures new, Installed wattage not Increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per f9 ** Area in ft Allowed x Area Parking Garage lot Floor Parking 0.30 70020.0 21006.0 Parking Garage 2nd Floor Parking 0.30 70020.0 21006.0 Parking Garage 3rd Floor Parking 0.30 70020.0 21006.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 63018.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Parking Garage 8' 6 lamp vapor tight 257 192.0 49344.0 Parking Garage 4' 2 lamp surface wrap 9 64.0 576.0 Parking Garage Gullwing 400W pole light 24 400.0 9600.0 Outdoor Areas 0.2 yy/ft2 Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 W/If 1010.0 7575.0 1. Choose either the facade area or the perimeter method, but not both) Total Allowed Watts 7575.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 59520.0 Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x fe (or x if) Covered Parking (standard paint) 0.2 Wttt Covered Parking (reflective paint) 0.3 W/f Open Parking 0.2 yyift Outdoor Areas 0.2 yy/ft2 Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 W/If 1010.0 7575.0 1. Choose either the facade area or the perimeter method, but not both) Total Allowed Watts 7575.0 2004 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG -SUM 2004 Washington state Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage (Interior Proposed Lighting Wattage (Interior) Maximum Allowed Lighting Wattage (Exterior Revised May 2005 Notes: 1. Use manufacturer's listed maximum input wattage. For hard -vd ed ballasts only, the default table In the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. 3. List all fixtures. For exempt lighting, not exception and leave Watts/Fixture blank. . For hxtures wim naro -vnre0 oailasrs only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 2004 Washington State Nonresidential Energy Code Compliance Form Exterior Wall Sconce 40 18.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 720.0 720.0 Use' LPA` (W /sf) Use' LPA`(W/sf) Painting, welding, carpentry, machine shops 2,3 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools d h hospitals, institutions, museums, banks, churches) 1.0 Barber shops, beauty shops 2.0 Police and fire station? 1.0 Hotel banquet/conference/exhibition hall" 2.0 Atria (atriums) 1.0 Laboratories 1.8 Assembly space?, auditoriums, gymnasia', heaters 1.0 Aircraft repair hangars 1.5 Group R -1 common areas 1.0 Cafeterias fast food establishments' 1.5 Process plants 1.0 Factories, workshops, handling areas 1.5 Restaurants/bars' 1.0 Gas stations, auto repair shop? 1.5 Locker and /or shower facilities 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes and hotel/motel quest rooms 1.5 Retail retail banking 1.5 Wholesale stores (pallet rack shelving) 1.5 Parking garages (see exterior lighting) Section 1532 Mall concourses 1.4 Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Plans Submitted for Common Areas Only' Laundries 1.2 Main floor building lobbies' (except mall concourses) 1.2 Medical Offices, Clinics" 1.2 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 other Qualification Checklist Lighting U Check if all fixtures are ballasted and at least 95% of fixtures are either: Note: If occupancy type Is "Other and fixture Fixtures: answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which a) are non - lensed b) have 1 or 2 two lamps c) have the space Is not limited by Code. Clearly 1521) 5-80 watt T -1, T -2, T-4, T -5, T -6, T -8 lamps. d) have hard -wired electronic indicate these spaces on plans. If not dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts • - Exit and LED lights can be excluded from count if < 5 watts/fixture. Lighting Summary (back) LTG -SUM 2004 Washington State Nonresidential Energy Code Compliance Fonro 2004 Washington State Nonresidential Energy Code Compliance Form Revised May 2005 TABLE 15 -1 Unit LI htinsf Power Allowance iLPA Footnotes for Table 15 - 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be Increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) See Section 1532 for exterior lighting. 7) For conference rooms and offices less than 150th' with full height partitions, a Unit Lighting Power Allowance of 1.20 w/11 may be used. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport toumament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three-quarter- height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft' of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed Into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). e) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, Is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 12) Medical and clinical offices include those facilities which, although not providing overnight patient care, do provide medical, dental, or psychological examination and treatment. These spaces include, but are not limited to , laboratories and treatment centers. 2004 Washington State Nonresidential Energy Code Compliance Form 2004 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2004 Washington State Nonresidential Energy Code Compliance Forms Adjusted Lighting Power Allowances (Interior) "" From Table 15-1 based on exceptions listed in footnotes Revised May 2005 Project Address !Westfield Parking Garages - Building B 'Date 6/15/2006 Use this form If you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment Is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Location (floor /room no.) Occupancy Description Allowed Watts per ft2 Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft2 Lighting Permit Plans Checklist 2004 Washington State Nonresidential Energy Code Compliance Forms LTG -CHK Revised May 2005 Project Address Westfield Parking Garages - Building a (Date 6/15/2006 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 2004 Washing on State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control /access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, hdicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, indicate location (a) timer w /backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut-off Indicate location 1513.8.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back -up, overide capability); Indicate size of zone on plans 1513.7 Commissioning Indicate requirements for lighting controls commissioning Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1437 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency 2004 Wash> gton State Nonresidential Energy Code Compliance Form If "no" Is circled for any question, provide explanation: 2004 Washin•ton State Nonresidential Ene 1 Code Compliance Form Lighting Permit Plans Checklist LTG -CHK 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 Lighting - General Requirements 1513 Lighting Controls. Lighting, Including exempt lighting In Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited. they shall have the features listed in Section 1513.82. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of tuming off all lights within the space. The controls shall be readily accessible at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations:. 1. Lighting controls for aces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1613.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which Is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function Independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of footprint for footprints over 100,000 square feet. 1513.3 Daylight Zone Control: All daylighted zones, as defined In Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight -or occupant- sensing automatic controls, which control the lights Independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not Indude zones facing more than two adjacent cardinal orientations (i.e. north, east south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area Ilghting. 1513.5 Automatic Shut -Off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches must also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 sq. A. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 & enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas In which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically tuming off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a) Is readily accessible; b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; and c) Is manually operated; 0) allows the lighting to remain on for no more than two hours when an over -ride is Initiated; and e) controls an area not exceeding 5,000 square feet or 5 percent of footprint for footprints over 100,000 square feet, whichever Is greater. 1513.7 Commissioning Requirements: For lighting controls which Include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate In accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. Project Info Project Address Westfield Parking garages auildilrA- IDare 6/2/2006 Southoanter Blvd. IFor Building Department Use Tukwila, Washington Applicant Name: s"Teo aleatric, Inc. Applicant Address: 7036 South 220th Street, rent ,10, 90092 APPlicant Phone: 253 -972 -3553 ar Project Description OO Now Building p Addition Alteration Plans Included Refer to WSEC Section 1513 for controls and :..:..a requirements. Compliance Option I 0 Prescriptive (g Lig hting Parer Alkw/ance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive LPA spaces clearly on plans.) 11 Alteration Exceptions I No changes are being made to the lighting (check appropriate tax sec. 1132.3) 1 I] less than 60% of the fixtures new, Installed wattage not increased, space use not changed. Maximum Allowed Lighting Wattage (Interior) Location I I Allowed (floor /room no.) Occupancy Description Watts per rt Area in f? Allowed x Area Parking Garage 1Parking 1 0.301 70020.01 21006.0 tat Floor Parking Geroge 1Parking 1 0.301 70020.01 21006.0 2nd Floor Parting "rage 1Parking 1 0.301 70020.01 21006.0 3rd moor From Table 15.1 (over) document all exceptions on form LTG -LPA Total Allowed Wattsl 63018.01 Notes: 1 1. Use manufacturers fisted maximum input wattage. For hardwired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 wafts per fixture. Proposed Lighting Wattage (Interior) 3. List all fixtures, For exempt lighting, not exception and leave Watts/Fbdure blank. Location mberof Watts/ Watts (floor /room no.) Fixture c6criptl EVEWBIEI&L Pbdures I Fixture I Proposed Parking as-w. 18, 6 loop vapor ti j CODE COMPLIANCE 1 2511 192.01 48192.0 Parking aara 14 4 loop surface, wrap 1 _I 101 128.01 1280.0 parking Garage IGU1lving 40OW pole light 241 400.01 9600.0 1 I I u wl a i I I 11 .I.. N I I Total Proposed Wafts may not exceed Total Allowed Waits for Interior Total Proposed Watts l 59072.0 Maximum Allowed Lighting Wattage (Exterior) Allowed waft Area In f(` Allowed walls Location I Description I per le or per If I (or If for perimeter) I x ft (or x It) Cover h° d point) I I o. 2 wm2 (stand I CORR�CTI (stand paint 1 Covered Parking I 0. I LTR —[Y7 (reflective I�W> Open Parking 1 0.2 We Outdoor Areas I JTJ N tI 2006 1 0.2 We Bldg. (by facade)' 1 1 0.25 Wif Bldg. (by Perim)' 1 7.5 WAf 1 1010.0 7575.0 1. Choose either the facade area or the perimeter method, but not both) Total Allowed Wattsl 7575.0 Use mtgr listed maximum input wattage. for Matures with hard Proposed Lighting Wattage (Exterior) the default table In the NREC Technical Reference Manual may also be used. Number Location I Fixture Description I Fixtures I Fixture I Proposed 2004 Washington State Nonresidential Energy Code Compliance Form Exterior Rail sconce 47 18.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 846.0 846.0 Use' LPA' (W /sf) Use' LPA`(Wfsf) Painting, welding, carpentry, machine shops 2.3 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools d hospitals, institutions, museums, banks, churches) 1.0 Barber shops, beauty shops 2.0 Police and fire station? 1.0 Hotel banquet/conference/exhibition hail 2.0 Atria (atriums) 1.0 Laboratories 1.8 Assembly spaces auditoriums, gymnasia ° , heaters 1.0 Aircraft repair hangars 1.5 Group R -1 common areas 1.0 Cafeterias, fast food establishments' 1.5 Process plants 1.0 Factories, workshops, handlinyreas 1.5 Restaurants/bars' 1.0 Gas stations, auto repair shops 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses", storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes and hotel/motel guest rooms 1.5 Retail'', retail banking 1.5 Wholesale stores (pallet rack shelving) 1.5 Parking garages (see exterior lighting) Section 1532 Mall concourses 1.4 Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Plana Submitted for Common Areas Only' Laundries 1.2 Main floor building lobbies' (except mall concourses) 1.2 Medical Offices, Clinic?' 1.2 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0Other Qualification Checklist Note: If occupancy type is "Otter and fixture answer is decked, the number of fixtures In are space is not tinted by Coda. Clearly Indicate these spaces on plans. If not qustfied, do LPA Calculations. ughtirg F btures: (Section 1521) ❑ Check M all fbdures are ballasted and at least 95W ot f xtures are either. 1. Fluoresced fixtures which a) are non - lensed. b) have 1 or 2 two lamps c) have 580 watt T -1, T -2, T-4, T-5, T-6, T-8 lamps. d) have hard -wired electronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts e - Exit and LED lights can be excluded from count if < 5 wattslrature. I 2004 Washington State Nonresidential Energy Code Compliance Form Lighting Summary (back) LTG -SUM 2004 Washington ?Mb Nonresidential Energy Code Corrprerres Fans TABLE 15-1 Unit Lighting Power Allowance (LPA Revised May 2005 Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed, the spedfic use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit tight Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 8) See Section 1532 for exterior lighting. 7) For conference rooms and offices less than 150fl with full height partitions, a Unit Lighting Power Allowance of 1.20 wnt' may be used. 8) For the fire engine room, the Unit Lighting Power Allowance Is 1.0 watts per square foot. 9) For indoor sport toumameM courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per Square foot 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three- quarter - height partitions (transparent or opaque). and lighting for free-standing display where the lighting moves with the display are exempt An additional 1.5 w/ t of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable M both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the fighting Is actually installed. 11) Provided that a floor plan, indicating rack location and height, Is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 12) Medical and clinical offices include those facilities which, although not providing ovemigM patient care, do provide medical, dental, or psychological examination and treatment. These spaces include, but are not limited to , laboratories and treatment centers. • Series mean. Fluor. PhD Exterior `Mi &%b} 1flM' 1 2500 • . • - - "* Doivvn'"' Fluorescent intensity disch (HID) (amps m specified for series. FILE COPY and/or FannyPack: Emergeng battery operation ' ^)OfIS. Choice of diffusers, finishes 25,00 SERIES 277V, 347V electrical, farta 90, W MOUNTING ty Of Tukwila BUILDING DIVISI 14 Pl•A Ina V bit V(St•;* Well • # 1 CITY RECEIVED MAY. 2 4 2006 PERMIT CENTER CORRECTION LT R# Stepiites Description The 2500 Series Steplite is a low -level surface wall mounted fixture for illuminating walkways and walls. The design offers the capability for uplighting. downlighting, or both. Features The ADA- compliant dimensions and smooth design make the FannyPack.a unique source for walkway illumination, with the added capability for uptighting. The rugged cast aluminum construction ensures•long service in most public areas. Applications The FannyPack is suitable for walkway IigMing along corridors, at the sides of stairs, or at columns, where the uplighting can highlight the architecture. Custom If your project demands a special fixture we would be pleased to discuss the production of custom fixtures to suit your specific conditions. For more information on our custom capabilities, please contact your local Cole representative. OLE LIGHTING SINCE 1911 C. W. Cole & Company, Inc. 2560 N. Rosemead Boulevard South El Monte, CA 91733-1593 Fax (626) 443 -9253 Tel. (626) 443 -2473 info @colelighting. com www.colelighting.com IsC • Fluorescent 141V MIMI 46 firj )rom ml -...� - f nib Metal Halide ':ir1116'a43, &' i (,1e1;:1frenmi 6 1c Catalog Number Lamp .54c 1 -fc 2 -Ic 5 -fc 10 -ic 30 -fc Fluorescent Shown with 18W lamp Metal Halide Lamp Type Lumens Multiplier 18W compad fluorescent 1250 1.00 26W "quad" fluorescent 1800 1.44 The isoks curves Illustated above show the (ootcandle dstllbt4ion fa a F 2518- 2 -ST/ST fixture with an 18W compact fluorescent lamp on the left side and a HMH 2S70-2-ST/ST with a 70W metal halide lamp on the rightside, riumled as height of 347 with 1'46grid squares. One 18141 (F118W12611 base) compact fluor., 0"F One 26W (CF026W/G24q -3 base) 'quad" fluor., 01 One 35W (CDM35T6/G12 base) metal halide One 70W (CDM7DT6/612 base) metal halide Options Alternate Finishes: Metallic aluminum. Verdigris, or Textured White. Add suffix -ALU, -VCR, a' -WEFT. Diffusers: Select one a two diffuser choices. If same diffuser selected for two - diffuser models, state selection twice. (Ex: F 2518- 2- 5T /ST) Add suffixes as required. Ribbed glass spreadlens -ST Frosted tempered glass •FG Plastic Microlouver / glass (fluor. only) -PM Prismatic tempered glass -C73 Perforated panel / glass -PF oe6M Moo Lamp Type 35W T6 metal halide 70W T6 metal halide One diffuser .54c 1-fe 24c 54c 104c 204c 50-tc Shown with 70W lamp • Lumens Multiplier 3400 0.55 6200 1.00 The conversion chart provides the light output Eagles for alternate lamp types. To calculate the foacandles for each iso arm use the conversion foams sham in the flan as multipliers of the foocandles indicated fa each iso curve. IES formal photometric files are available. F 2518- 1(diffuser) F 2526.1- (diffuser) HMH 2535.1- (diffuser) HMH 2570.1- (diffuser) Emergency Battery: Fluorescent models only. Provides 90 minutes operation. Uses metal halide model recessed housing. To specify, add suffix -EM Ballasts: 277V ballast. To specify, add suffix -277. 347V ballast (fluorescent only) To specify, add suffix -347. How to Specify 1. Select catalog number. 2. Add suffixes for options required to meet job conditions. 3. Consult your Cole representative for other design changes for your requirements. Steplites FannyPack 2500 SERIES Specifications - - - ConsWetion Housing is cast aluminum, mounted to 16 gauge stainless steel back mounting plate Of back housing • Finish is textured black polyester coating. Other finishes are available • fixture is furnished with diffuser in either top or bottom; or both • Diffuser is set in silicone • ETC/cETL listed • Fluorescent models suitable for wet lo- cations on any wall construction • HID models suitable for wet locations in concrete.pour/block wall construction Electrical • Fixture is wired for one twin -tube compact 2G11 base fluorescent or G12 base metal halide lamp • 0 °F ( -18 °C) electronic ballast, 120V- 277V standard, 347V optional (fluorescent only) Mounting • - Slats on mounting plate allow mounting directly tojunction box for fluorescent models • Recessed housing for HID models has holes for mounting • Fixture may be mounted with diffuser(s) in any position Two diffusers F 2513-2 -(lop diffuserlbottom diffuser) F 2526.2 -(top diffuser/ bottom diffuser) HMH 2535 -2 -(top diffuser/ bottom diffuser) HMH 2570 -2 -(top diffuser/ bottom diffuser) COLE LIGHTING SINCE 1911 C. W. Cote & Company, Inc. 2560 N. Rosemead Boulevard South El Monte, CA 91733 -1593 Fax (626) 443 -9253 Tel. (626) 443 -2473 info @coleli ghting.com www.colelighting.com BMU 1" OVERLAP i" REVEAL DETAIL X /A6.0 DETAIL 14/A6.0 f ea r SA ":14 90; 4E04 ;s , 57/ 7/ {4: DETAIL 14/A6.0 7 -1" 0 16' -0 CAP DETAIL 3 /A6.0 " BMU OVERLAP 2 t_ O " PANELS: AW -9 AW 10,AW- 11,AW- 12,AW- 13,AW -14, AE- 3,AE- 5,AE- 7.BE- 5,BE- 6,BE- 7,BE -8 FIRE CNTRL MACHINE ROOM TER STU id ADA PAT TO L� lii�■nr irattriViR W C9 e f W 0 SLOPE DOWN BY SITE WORK CONTRACTOR ' | � � / | January 11, 2007 Patrick Burns Westfield — Southcenter 633 Southcenter, Trailer #1 Tukwila WA 98188 RE: Request for Extension Development Permit No. D06 -135 Westfield — Parking Garage B Dear Mr. Burns: This letter is in response to your written request for an extension to Permit No. D06 -135. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit for an additional 180 days (through May 20, 2007). If you should have any questions, please contact our office at (206) 431 -3670. File: Permit No. D06 -135 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director P:Vemufe, Extension Letten\Pentits\306.135 Pent Extension.doc Pagc 1 of 1 jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 January 4, 2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Building Official RE: Permit Application No. D06 -135 633 Southcenter Mall, Tukwila, WA 98188 Subject: Request for Extension We are in receipt of the City of Tukwila's letter dated January 2, 2007, regarding the above referenced Permit. In response, please accept this letter as written notification that Westfield intends to pursue the construction of Phase II — Parking Garage `B" on this project and will require an extension per the City's direction. Should you have any questions or require additional information, please do not hesitate to contact me at 206 - 802 -6058. Sincerely, PB:tlh TFIELD SOUTHCENTER Patrick . Burns Director of Construction File: COT/D06 -135 o/c. 40 -4-te-vtA /to doe 1 a -06-07 Wald Westfield — Southcenter Design & Construction Dept. 633 Southcenter, Trailer #1 Seattle, WA 98188 PH (206) 444 -4756 FX (206) 444 -4790 RECEIVED JAN - 4 2007 PERMIT CENTEF ''P Dim / pi- a os � 01-02 -2007 PATRICK BURNS 633 SOUTHCENTER MALL SEATTLE WA 98188 RE: Permit No. D06 -135 633 SOUTHCENTER MALL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writinr and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/19/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Permit Technician xc: Permit File No. D06 -135 City 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 August 21, 2006 Nicholas Lee Development Manager Westfield, LLC 1lth Floor, 11601 Wilshire Boulevard, Los Angeles, California 90025 RE: Westfield Parking Garage B - D06 -135 Dear Mr. Lee: Per your request I am drafting a letter to provide the balance due for the permit for Westfield's Parking Structure B (Permit D06 -135). The total balance due is $59,576.29. If you have any questions, please feel free to contact me at 206 433 -7165. Sincere y, er Marshall Permit echnician Department of Community Development Steve Lancaster, Director ex-14 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 June 12, 2006 Martin O'Leary JTM Construction 1730 Minor Avenue, Suite 1120 Seattle, WA 98101 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -135 Westfield Parking Garage `B' Dear Martin: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time, the Fire and Public Works Departments have no comments. Building Department: Ken Nelsen, at 206 -431 -3711, if you have questions regarding the attached memo. Planning Department: Moira Bradshaw, at 206 - 431 -3651, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3672. Sincerely, Brenda Holt Permit Coordinator Encl City of Tukwila Department of Community Development Steve Lancaster, Director PAplanning \bttnda\D06.135 — wnection It, #g.doc bh Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 No further comments at this time. Building Division Review Memo Date: June 9, 2006 Project Name: Westfield parking garages A and B, permit applications Application #: D06 -134 and D06.135 Plan Reviewer. Ken Nelsen, Senior Plans Examiner Tukwila Building Division Ken Nelsen, Sr. Plan Examiner A follow -up Building Division review has been conducted on the subject revisions submitted on dates May 24"' and June 5". Correction items number 2 and number 3 of my May 10 review correction letter are not adequately address on the revisions. Review the following comments with revised plans and documentation as applicable. Item #2 Both Electrical plans and a completed Washington State Energy Compliance fommust be submitted per Washington State Energy Code Section 1141 for each garage structure. The fighting information must addess both interior and exterior lighting compliance of W.S.E. C. Chapter 15 for each structure. Should a deferred submittal be preferred, at a minimum the plan general notes must state so and must also list the maximum W.S.E. C. wattage design criteria forthe specific occupancy. Follow -up review comments regarding item #2: The submitted lighting calculation plans, only estimate the measured interior light level at the floor within the structure. The submitted plans do not reflect an adequate lightingschedule to verify the information shown on the submitted Washington State Energy Code form. Provide complete light layout plans including a verifiable lighting schedule. Item #3 Egress Illumination must be identified on the plans showing compliance with I.B.C. Section 1006. The intended egress path may be identified as a single mute of travel between the required exterior side exit access. Additionally, the performance of the required Rumination system described in LB. C. Section 1006.4 must bespecified in the general notes or otherwise shown on the plans. Follow -up review comments regarding item #3 The requested Egress Illumination path and the performance of the illuminated system per LB.C. Section 1006, was not addressed in the plan submittal. Provide the Egress information on the plans as required. To: Permit Division Date: June 12, 2006 PLANNING DEPARTMENT From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Subject: D06 -134 — Parking Garage A (Sears) \ \Tuk2 \vol3 \ HOME \MOIRA mall \Bldg Permit parking Garage A.doc I . Please revise the following sheets to show the tower eaves per the BAR proposal, and staff discussion: Sheets 2.4; 2.5; 7.0 detail 6; Sheet 7.1, detail 1; and 7.2, detail 3. 2. Sheet A2.4 South Elevation (A) - An opening extending between the bottom of the second floor spandrel wall and the split face band. 3. Garage approval will be conditioned upon submittal of a comprehensive lighting fixture plan that shows coordination of wall sconce with other miscellaneous structures and light fixtures on site. Reid iddleton June 9, 2006 File No. 262006.005/00702 Dear Mr. Benedicto: Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Westfield Southcenter Garage -B, Phase 2 (D06 -135) We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Individual revised sheets were submitted in response to our initial plan review and inserted into the original drawing set. The other sets of drawings should be reconciled in preparation for permit issuance. These revised sheets are: S2.1B, S2.2B and S3.10. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. The following deferred submittals are identified: 1. Placing drawings for prestressed post- tensioned concrete floor systems. 2. Design drawings for prefabricated stair systems (i.e., steel stairways). Structural special inspections by qualified special inspectors should be provided. The following is a summary: 1. Concrete placement at concrete construction, including post - tensioned concrete: Continuous. 2. Reinforcement at concrete construction, including prestressing tendons: Periodic. 3. Application of prestressing forces at post- tensioned concrete: Continuous. 4. Masonry construction, including mortar, reinforcement and structural connections: Periodic. 5. Grout placement at masonry construction: Continuous. 6. Installation and fastening of masonry veneer: Periodic. 7. Fabrication and erection of structural steel: Periodic. 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 Mr. Bob Benedicto, Building Official City of Tukwila June 9, 2006 File No. 262006.005/00702 Page 2 Sincerely, Reid Middleton, Inc. tar P (Brazil, P. ., S.E. Se for Engineer Enclosed are one set of the revised structural and architectural drawings, one set of the revised structural sheets, structural calculations, geotechnical report, and correspondence from the structural engineer for your records. If you have any questions or need additional clarification, please contact us. Enclosures cc: Martin O'Leary, JTM Construction (by surface mail) James Coughlin, CPL (by surface mail) dop:\ doc\ 26\ planrevw \tukwila \06 \t007r2.doc \prb S'N . o6 Farhad Rowshanzamir, P.E. Senior Engineer Reid iddleton Reid iddleton May 19, 2006 File No. 262006.005/00701 Dear Mr. Benedicto: General Architectural Structural RECEIVED MAY 22 ZOOS COMMUNITY DEVELOPMENT Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Westfield Southcenter Garage -B, Phase 2 (D06 -135) We reviewed Phase 2 of the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The review of Phase 1 of this project, including foundation, was previously completed and is not included in herein. The permit applicant should address the comments below. Note that the "WSxx" code references are to Washington State Amendments of the applicable code. 1. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the structural engineer respond and resubmit two sets of the revised structural drawings and one copy of the supplemental structural calculations. All information should be submitted directly to Reid Middleton, Inc. a. Placing drawings for prestressed post- tensioned concrete floor systems. b. Design drawings for prefabricated stair systems (i.e., steel stairways). 1. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. See IBC Section 106.3.4.2. The following deferred submittals are identified: Washington Oregon Alaska Engineers Planners Surveyors General Reid Middleton, Inc. 728 134th Street SW 1. Structural special inspections by qualified special inspectors should be provided. Suite 200 See IBC Sections 1704 and 1707. The following is a summary: Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila May 19, 2006 File No. 262006.005/00701 Page 2 Vertical a. Concrete placement at concrete construction, including post- tensioned concrete: Continuous, see also Section 1704.4. b. Reinforcement at concrete construction, including prestressing tendons: Periodic, see also Section 1704.4. c. Application of prestressing forces at post- tensioned concrete: Continuous, see also Section 1704.4. d. Masonry construction, including mortar, reinforcement and structural connections: Periodic, see also Section 1704.5.2. e. Grout placement at masonry construction: Continuous, see also Section 1704.5.2. f. Installation and fastening of masonry veneer: Periodic, see also Section 1707.6. g. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. 2. A dead load value of 10 psf is used as input for calculation of post tensioned beams perpendicular to the direction of one way slab, supporting the slab. Please provide substantiating calculations for the input dead load value. 3. Beams B -13, B -14, B24 and B25 in Level 2 are used to provide support for main slab beams. These beams are subject to concentrated reactions from the main beams. Please provide documentation for the reactions used as input for the design of these beams. 4. Beams B -10, B -11, B19 and B20 in level 2 are used to provide support for main slab beams. These beams are subject to concentrated reactions from the main beams. Please provide documentation for the reactions used as input for the design of these beams. 5. Post tensioning anchors with different profiles are used adjacent to each other in the triangular portion of the slab along Grid S on the northwest comer of the building. Please provide supporting documentation that the abrupt change between adjacent profiles is accounted for in the design of the slab. 6. Closure strips are used in the direction of post tensioning between Grids 3 and 4 at Level 2 and Level 3. Please provide supporting documentation that these strips are designed for the specified loads. 7. The main slab support beam perpendicular to the direction of slab between Grid B and Grid C has a 10' span on one side and a 20' span on the other. Slab reaction on this beam will be substantially different from that obtained by Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila May 19, 2006 File No. 262006.005/00701 Page 3 Lateral age Philip Braz , P.E., S Senior Engineer tributary width calculation due to slab continuity. Please provide supporting documentation that shows this magnification in the load is accounted for in the design of the beam. 8. Sweep tendons are used in the area adjacent to the elevator shaft on the North side of the building. The slab in the sweep zone does not appear to be reinforced. Please provide calculations for the design of slab in that area and revise the drawings if necessary. 9. Summary of shear wall loads on page W -5 of the calculation show the load combinations used for axial loads. The load combinations do not include the vertical component of seismic forces as required by Section 9.5.2.7 of the Code. Calculations should be revised to include all the required load combinations. 10. Special reinforced concrete shear walls are used for the lateral force resisting system. Boundary elements are not specified for these walls. Please provide supporting documentation to show that requirements of Section 21.7.6 of the ACI building code are met. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. cc: Martin O'Leary, JTM Construction (by surface mail) James Coughlin, CPL (by surface mail) dop:\ doc \26 \planrevw \tukwila \06 \t007r l .doc \prb Farhad Ro - sh Senior Engineer ir, P.E. Reid iddlelon May 18, 2006 Martin O'Leary JTM Construction 1730 Minor Av, Ste 1120 Seattle, WA 98101 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -135 Westfield — Parking Structure B — 633 Southcenter Mall Dear Mr. O'Leary: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Department. At this time the Fire and Public Works Departments have no comments. Buildine Department: Ken Nelsen, at 206 431 -3677, if you have questions regarding the attached memo. Plannine Department: Moira Carr Bradshaw, at 206 431 -3651, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, encl Fite No, D06 -135 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Ake4ra arshall ician P:UennifeAConecdon Letters 2006006 -135 Correction Ltr #I.DOC jetn 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 Building Division Review Memo No further comments at this time. Tukwila Building Division Ken Nelsen, Sr. Plan Examiner Date: May 10, 2006 Project Name: Westfield parking garages A and B, permit applications Application #: D06 -134 and D06 -135 Plan Reviewer. Ken Nelsen, Senior Plans Examiner An initial architectural Building Division plan review has been conducted on the subject permit application. Please address the following comments with revised plans and /or other applicable documentation. 1. As a permanent record of construction, provide on the plans a general note regarding the foundations / piles being constructed under their applicable separate City building permit numbers 006 -072 and 006 -073. 2. Both Electrical plans and a completed Washington State Energy Compliance form must be submitted per Washington State Energy Code Section 1141 for each garage structure. The lighting information must address both interior and exterior lighting compliance of W.S.E. C. Chapter 15 for each structure. Should a deferred submittal be preferred, at a minimum the plan general notes must state so and must also list the maximum W.S.E.C. wattage design criteria for the specific occupancy. 3. Egress Illumination must be identified on the plans showing compliance with I.B.C. Section 1006. The intended egress path may be identified as a single route of travel between the required exterior side exit access. Additionally, the performance of the required illumination system described in I.B.C. Section 1006.4 must be specified in the general notes or otherwise shown on the plans. 4. The plan details for the temporary Sears loading dock shown on sheet A1.1, should be marked as "not applicable" or "for reference only'. It should not be mistaken as approved under this permit scope of work. Planning Division Comments From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 16 May 2006 Subject: D06 -135 — Parking Garage B (Penneys) 1. Please provide a cut sheet and specifications for exterior Tight fixtures 2. Please provide a detail of 3H — the precast spandrel panel. The center brick work should extend the full height of' the panel and the revel work needs to be detailed and conform to BAR plans. 3. Sheets 3.0 and 3 1 - Ensure all parking spaces conform to "9. Obstructions. No obstruction that would restrict car door opening shall be permitted within five feet of the centerline of a parking space." (Zoning Code Parking Chapter General Requirements 18.56.040 TMC) 4. Sheet 3.0 Resolve ADA paths and landscape sidewalk plans. 5. Sheet A 3.4 Widen canopies by approximately six inches per side. 6. Sheet A6.0 #4 Spandrel cap should be similar to the cap on #2. 7. Sheet A7.0, #5, #6 and Sheet 7.7 #5 — Southwest Stair Tower and Gateway Tower eaves do not conform to BAR plans - they should be twice as deep on the north and south and extend further east and west to provide some overhang/shadow line. Q: HOME\MOIRA\maI1\BIdg Permit parking Garage B.doc April 26, 2006 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Westfield Shoppingtown Southcenter — Parking Structure - Garage `B' — D06 -135 633 Southcenter Mall, Tukwila Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2003 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Brenda Holt, Permit Coordinator encl 4,10-• xc: Permit File No. D06 -135 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Q:\Documents \Structural Consuttant\D06.134 - structural review.DOC Page 1 of 1 bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 ACTIVITY NUMBER: D06 -135 DATE: 06 -16 -06 PROJECT NAME: WESTFIELD PARKING GARAGE B SITE ADDRESS: 633 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bullding Divi Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -2802 ` PERMIT C00RD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ DUE DATE: 06-20-06 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: Approved with Conditions DATE: DATE: It o g v -o0 PI nni g Division Permit Coordinator ❑ Not Applicable ❑ DUE DATE: 07 -18-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -135 DATE: 06 -05 -06 PROJECT NAME: WESTFIELD PARKING GARAGE B SITE ADDRESS: 633 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1B Revision # After Permit Issued DEPAR at -q-°Q • Bu mg ivision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: b,PERMIT COORD COPY ■../ PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: DATE: Mal davved -L-o(# Planning Division Permit Coordinator ❑ DUE DATE: 06-06-06 Not Applicable C Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 0704-06 Approved with Conditions ❑ Not Approved (attach comments) Z Permit Center Use Only CORRECTION LETTER MAILED: 119,- 119,- (4 y 4,0 ^ Departments issued corrections: Bldg (p Fire ❑ Ping i PW ❑ Staff Initials: II) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -135 DATE: 05 -24 -06 PROJECT NAME: WESTFIELD - PARKING GARAGE B SITE ADDRESS: 633 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Comments: Approved ❑ Notation: Documents/routing slip.doc 2.2802 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Fire Prevention Structural Approved with Conditions❑ ❑ Permit Coordinator ❑ Planning Division DUE DATE: 05 -25 -06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 06-22-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED- Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: 110 -0 Building ivision � I 4�`pl 7_I Public Works XI 1.q0n tiff 6,97 -0G9 ` - -- /PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -135 DATE: 04 -18 -06 PROJECT NAME: WESTFIELD - PARKING GARAGE B SITE ADDRESS: 633 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -20-06 Not Applicable ❑ Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Incomplete ❑ Approved with Conditions 511 AUuc 4.- Fire Prevention Str ral No further Review Required DATE: DATE: MCA dt& 4 Planning Division CJ Permit Coordinator DUE DATE: 05-18-06 Not Approved (attach comments) Permit Center Use Only O 2 CORRECTION LETTER MAILED: �I / ft* Departments issued corrections: Bld Fire ❑ Ping M PW ❑ Staff Initials: Documents/routing dip.doc 2-28-02 Date: (silo [fiv UCI Entered in Permits Plus on City of Tukwila "Cloud" or highlight all areas of revision \applicanonsU applications on Iine\evision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Address: 633 Southcenter Mall • Contact Person: Martin O'Leary Received at the City of Tukwila Permit Center by: Plan Check/Permit Number: D06-135 ❑ Response to Incomplete Letter # ® Response to Correction Letter # RECEIVED OVt El Revision # ^ after Permit is Issued Ct1Y OF TB1 h ❑ Revision requested by a City Building Inspector or Plans ExamineA G 1 0 2006 PERMIT CENTER Project Name: Westfield Parking Garage - B Summary of Revision: V A�1 • grit us do fit ADD .ik Den% N-'1btoo 9_11 _ get- h o4a 10•4041tA••J l o vtMC-•i-s-c s f c i T Phone Number: .74 � jg-x - - a1/4 10 Q O itAn kic % .4w • 9C. " l c e •-a at • vflervis V cAvtutA -any Date: (OIIV i V City of Tukwila \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: htp: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D06 -135 ❑ Response to Incomplete Letter # RECEIVED ® Response to Correction Letter # j- CM' OF TUKWILA ❑ Revision # ^ after Permit is Issued JUN 1 6 2006 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: Westfield Parking Garage - B Project Address: 633 Southcenter Mall - Contact Person: Martin O'Leary Summary of Revision: Received at the City of Tukwila Permit Center by: 34 Entered in Permits Plus on n tip, t(AB Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number:" Cjg';- — ° .• . _ .. OVA CAteoul.A -orak, . QV#*-kaV Ptt• f4c ctk C-v9 *NM Wc. 4• 4c esielMil Q a,,keti P'I vt1*eV r4 V Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Date: w I f VW ❑ Response to Incomplete Letter # Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.citukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Correction Letter # [ (. Plan Check/Permit Number: ' - 1 Steven M. Mullet, Mayor Steve Lancaster, Director Prettmit CRY OF TUKWILA JUN 052006 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner w rerki;tiA 'av\(,ih 4wlcritilvc t Project Address: //�� •3 Southc , .''r % IV'Ot J Contact Person: kv dy 4S Phone Number: 7 71 35&7 Summary of Revision: 1,-1:5141 StMAAIMIX — " 1 .--) . 3 1 41V13 pI Gtv\ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: IA Entered in Permits Plus on W to l applications\t'onns- applicauons on Tine revision submittal Created: 8 -13 -2004 Revised: A rles+ l,Q Revision submittals must be submitted tit person at the Permit Center. Revisions will not be accepted through the mall, fax, etc. Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431-3670 Fax: 206-431 -3665 Web site: httc: //www.cltukwila.wa.us ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Westfield - Parking Garage B Project Address: 633 Southcenter Mall 7A Entered in Permits Plus on l7i 41 (10 MpplicalionsVwms- applications on lute4rnswon submittal Crested: 13-13 -2004 Revised: Plan Cheek/Pernik Number: D06435 Contact Person: S Phone Number: PeY.D ' s 400r) Summary of Revision: Sheet Number(s): tt b .l "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by I Ai /11d./\ Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CRY OF TUKWILA MAY 2 4 2006 PERMIT CENTER License Information License JTMCOC•95IBC Licensee Name J T M CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 600170606 Ind. Ins. Account Id OWNER Business Type INDIVIDUAL Address 1 METROPOLITAN PARK EAST Address 2 1730 MINOR AVE STE 1120 City SEATTLE County KING State WA Zip 98101 Phone 2065874000 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/3/2005 Expiration Date 1/3/2007 Suspend Date Separation Date Parent Company FISHER & SONS INC Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date FISHER, CHAD OWNER 01/03/2005 BERGLIN, BRUCE OWNER 01/03/2005 WOODMANSEE, MICHAEL OWNER 01/03/2005 Look Up a Contractor, ElectrHan or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Bond Company Account Name Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS CAS & STY https: // fortress. wa. gov /Ini/bbip /printer.aspx ?License= JTMCOC *951BC 08/23/2006 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x