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HomeMy WebLinkAboutPermit D08-250 - WESTFIELD SOUTHCENTER MALL - PARKING GARAGE B - STORAGE CENTERThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D08 -250 Westfield Southcenter — Parking Garage B 2800 Southcenter Mall RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 21 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. WESTFIELD PARKING GARAGE 2800 SOUTHCENTER MALL D08 -250 Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us Tenant: Name: WESTFIELD PARKING GARAGE B Address: 2800 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: TROY MCOMBER Address: 625 FISHER LN , BURLINGTON WA 98233 Phone: 360 757 -5687 Contractor: Name: B N BUILDERS INC Address: 2601 4 AV STE 350 , SEATTLE WA 98121 Phone: 206 718 -0960 Contractor License No: BNBUII*990K3 doc: IBC -10/06 Cityllif Tukwila • DEVELOPMENT PERMIT DESCRIPTION OF WORK: NEW STORAGE CENTER - CMU BLOCK WALLS OUTER CONCRETE CURB. Value of Construction: $20,000.00 Fees Collected: $914.42 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IB Occupancy per IBC: 25 * *continued on next page ** Permit Number: D08 -250 Issue Date: 06/03/2008 Permit Expires On: 11/30/2008 Expiration Date: 09/12/2009 D08 -250 Printed: 06-03 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Print Name: doc: IBC -10/06 City aDTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N a'`eL41 1-- reNl5 Permit Number: D08 - 250 Issue Date: 06/03/2008 Permit Expires On: 11/30/2008 Laall Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perf ance of work. I am authorized to sign and obtain this development permit. Signature: .�� ! Date: . 3 og 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. D08 -250 Printed: 06-03 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila 10: Masonry construction shall be special inspected. doc: Cond -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 2800 SOUTHCENTER MALL TUKW WESTFIELD PARKING GARAGE li PERMIT CONDITIONS 4: The special inspections and verifications for concrete construction shall be required. Permit Number: Status: Applied Date: Issue Date: D08 -250 ISSUED 05/01/2008 06/03/2008 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 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 for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: 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. 8: 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. 9: 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. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 15: 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. D08 -250 Printed: 06-03 -2008 16: ** *FIRE DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 21: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 22: Maintain fire extinguisher coverage throughout. 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 26: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tula/Ala, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 27: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 28: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 29: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: Cond-10/06 D08 -250 Printed: 06 -03 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D08 -250 Printed: 06-03 -2008 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. Signature: /J/ Z Date: 6, , 0C. Print Name: r\ -t pr:"' IS 14-- doc: Cond -10/06 • . City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us D08 -250 Printed: 06-03 -2008 • SITE LOCATION Site Address: & - Tenant Name: Property Owners Name: Mailing Address: Mailing Address: CITY OF TUKWILP Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 ** E -Mail Address: INA. £ IS . c .0 \ Company Name: 131■S'aki, Mailing Address: 2 • c \ �_ _ C� V S•35o Contact Person: E -Mail Address: Contractor Registration Number: E -Mail Address: !emu Company Name: Mailing Address: 0 l Q:`Applicatinns,Foims- Applications On Laic \32006 Permit Applicannn.doc Revised: 9 -2006 hit Contact Person:_ S Mailing Address:4 \ ?k Contact Person: M • 1 E -Mail Address: kA J ( - - Building Permit No Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. King Co Assessor's Tax No.: h. City 0 Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record ?0o' D'V' (For office use only) Suite Number: — Floor: — New Tenant: ❑ - Yes • State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 3(o ` E54- Zip City State Zip Fax Number:&Qbd R • TA9A4 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) ' - p a l City 1 State Zip Day Telephone: 2eCo • 3( 22 34 3 Fax Number: 2cco 313 • 3+1-- Company Name: P 5 \ t. 0\ R8Z3 City State Zip Day Telephone: 3 • S s co • Fax Number: 30O ' g5R• ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record City l State Zip Day Telephone: • 'S • 04.(..00 Fax Number:. _ Page 1 of 6 BUILDING PERMIT INFO ION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 2L7t Ci 100 Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes au' Existing Building Valuation: $ ["�. 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes Ed No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Er Sprinklers Er Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑/ No 1f "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Qi Applications`Forms- Applications On Linc\ -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor lA q ` k-D1-11. P (P. l 13 S (Qg 2 Floor C^ \‘—e 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO ION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 2L7t Ci 100 Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes au' Existing Building Valuation: $ ["�. 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes Ed No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Er Sprinklers Er Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑/ No 1f "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Qi Applications`Forms- Applications On Linc\ -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed infotmation):—i 1( Water District `\‘"€- ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District - 7 'tt ❑ ...Tukwila ❑::: ValVue ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided 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): Y l ❑ ...Right -of -way Use - Nonprofit for Tess than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction /Excavation /Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitar Side Sewer ❑ :::Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public If ❑ ❑ ❑ . ❑ . Q:`Applications '.Forms - Applications On Linc\3 -2006 - Pcrmit Application.doc Rei•isedi 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. . Abandon Septic Tank Curb Cut . Pavement Cut . Looped Fire Line ❑ :. Highline ❑ .. Renton ❑ :: Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Stone Drainage ❑ .. Renton ❑ .. Seattle Septic System: �v ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. ❑ : Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑_...Traffic Impact Analysis ❑ ...Hold Harmless = (SAO) ❑,...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .: Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO# WO# WO # ❑...Deduct Water Meter Size Private Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: -- Day Telephone: Mailing Address: City State Z Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State p Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >I0,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP/I,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP/I,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP/I,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: - - City State zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (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 :'Applications'Foims- Applications On Lin& 3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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 Additional medical gas inlets /outlets — six or more 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 PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: _ _- Mailing Address: Contact Person :_ E -Mail Address: Contractor Registration Number: Expiration Date Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'I Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: 0: \Applications \Forms- Applicationv 05 Line'.3 -2006 - PeOmit Application -doc Revised: 9 -2006 bh State Zip City Day Telephone: Fax Number: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all eases, 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY 0 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN Signatur Print Name: 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). R OR Date Application Accepted: A UTHORIZED AGENT: D Mailing Address: SI C v l Q:'Applications 'Forms - Applications On Linea -2006 - Permit Applicationdoc Revised: 9 -2006 hh t n Date Application Expires: Date: r 7_9 cp Day Telephone: 1 3CDCti . T3vl� _ _ e s Z City tOtt stars Zit, Staff Initials: Page 6 of 6 Projec � s , ^4// � Al [ L T f Inspection A/4 / Address: Date Called: Specia Instructions: Date Hied: -7_ © Requester: Phone No ( Q — 4 / 9/ 6 INSPECTION RECORD Retain a copy with permit _ _ , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ti CO ` MENTS: /, f,l AI c /N h ©-- 7 d g' r Da $60 ' 0 REINSPECTION FE REQUIRED. rior to inspection, fee must be pa at 6300 Southcenter B. vd., Suite 1 0. Call to schedule reinspection. Receipt No.: 'Date: Approved per applicable codes. LJ Corrections required prior to approval. • `r COMMENTS: ! (� 6. 0.-.. '. ( 2 n S i n e k , > " 4 / f ` f , i f 0k 174- I(cfr,• r It. torij tih I . J .1 (....e 'L f ! L T'- r C ) r'rr2'I .i+sr <f (k !424 - Date Called: rfroi g id in . 0 7 4, iw : ) IA 1 ' , „g,. 1 1f1' - ?) .al, -1, .. n r L l2i p 4A/( 4 I a.m. 1 Phone No: 2.06, ? /(c .. 0441 Project: �/? S it- SC!HK L r //,/k ! (� 6. 0.-.. '. Type of Inspection: r / + ' HA Address: Date Called: Special Instructions: Date Wanted: 9 _ 2 zi, ,. a.m. Requester: Plac Phone No: 2.06, ? /(c .. 0441 Poe - aro INSPECTION RECORD Retain a ropy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IR' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 ti Approved per applicable codes. ® Corrections required prior to approval. Inspector: Dater_ 2 Cf $60.0p REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: , '015440 9 A . 4 4 5 4 e Ty e of Inspection: � -- ,, 'u* Address: /t, S.6, Suite #: /v)442- Contact Per n: Special Instructions: Permits: Phone No.: Needs Shift Inspection: Sprinklers: . Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: : 9Ftz P-r;�S .rka.?en.i:Pwh4 Sxr.04!f f++S Fi+IM r' t:A4a 4le!0. - 0;. INSPECTION 'NUMBER INS ECTION RECORD Rein a copy with - permit pY p CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 C . MENTS: • Date :? /3// I Hrs.: ri $80.00 REINSPECTION FEE REQUIRED: You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. I Inspector: proved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 I I Corrections required prior to approval. T.F.D. Form F.P. 113 IK r azasi & ASSOCIATES, INC. August 7, 2008 CITY OF TUKWILA ATTN: BUILDING DEPARTMENT 6300 SOUTHCENTER BLVD TUKWILA, WA 98188 RE: Final Letter Regarding: Westfield Mall Expansion fGarageStorage /JCEenney 633 Southcenter Blvd. Seattle, WA To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Proprietary Anchors • Structural Masonry To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRALAN ASSOCIATES, INC. Kathryn E. Glydon Project Manager Puyallup Division g 07,a7,) Cc: Westfield Corp. ANF & Assoc. BNBuilders steved @bnbuilders With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION KA Project No. 066 -06316 Permit No.'s --,J308-250/ . D07 -197 Kr 1z21J1 & ASSOCIATES, INC. August 1, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CITY OF TUKWILA ATTN: BUILDING DEPARTMENT 6300 SOUTHCENTER BLVD TUKWILA, WA98188 RE: Final Letter Regarding: Westfield Mall Expansion - Garage Storage /JC Penney 633 Southcenter Blvd. Seattle, WA To Whom It May Concern: RECEIVED AUG 0 8 2008 o gro u ilgo In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Proprietary Anchors (epoxy Reinforcing Steel) • Structural Masonry KA Project No. 066 -06316 Permit No. D08 -250 To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted'', KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division Cc: Westfield Corp. ANF & Assoc. BNBuilders. With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 December 23, 2008 Fisher and Sons Inc 625 Fisher Lane Burlington, WA 98233 RE: Request for Refund Development Permit No. D08 -250 Westfield Parking Garage B — 2800 Southcenter Mall, K -2668 To Whom It May Concern, This letter is in response to your written request for the refund of D08 -250. The Building Official has reviewed your written request for refund and made his determination. Enclosed is a check in the amount of $229.29 which is for the amount of overpayment. Sincerely, ifer M. shall it Technician File: Permit No. D08 -250 Encl CityofTufila Department of Community Development P:\Pemvt Centel\Refunds\D08 -250 Permit Refund.doc jem Jim Haggerton, Mayor Jack Pace, Director Page 1 of 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 CITY OF TUKWILA, WA 98188-2544 INVOICE NUMBER: 122208302 . DATE 12/16/2008 P.O. NUMBER : D08-250 PERMIT REFUND 229.29 PAY T CITY OF .TUKWILA 6200 Southcenier Boulevard Tukwila WA 98188-2544 FISHER AND SONS INC ORDER 625 FISHER LANE BURLINGTON, WA 98233 OF ACCOUNTS PAYABLE CHECK PLEASE DETACH BEFORE DEPOSITING NO. " 19-10 1250 J;I:41r0; Trf;i1=-:7147„. JT,H.,is:;DOC AC-WA:I:ER MARKi;;;)1 Lp:ArRANANGLE TO VIEW- L Memo December 15, 2008 To: Laurie Anderson �j/ From: Brenda Holt �1nfl7(7 Re: D08 -250 City of Tukwila Permit Center 1, Please refund the following for the above referenced permit. When initializing this permit, fees were assessed based on square footage. The fees were corrected to be based on valuation because the work is interior only. Please make the check out to the following and I will forward it to them: Plan Review Fee - $229.29 Fisher and Sons Inc 625 Fisher Lane Burlington, WA 98233 Xc: File No. D08 -250 H:\Documents\Letters\D0 8-250 - refund memo.doc bh Parcel No.: 6364200010 Permit Number: D08 -250 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/01/2008 Applicant: WESTFIELD PKG GARAGE B Issue Date: Receipt No.: Initials: User ID: R08 -01446 JEM 1165 City of Tukwila Payee: FISHER & SONS INCORPORATED Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 98145 914.42 ACCOUNT ITEM LIST: Description PLAN CHECK - RES RECEIPT Account Code Current Pmts 000/345.830 914.42 Total: $914.42 • Payment Amount: $914.42 Payment Date: 05/01/2008 12:54 PM Balance: $1,411.30 1876 05 /01 9711 TOTAL 914.42 doc: Receiot -06 Printed: 05 -01 -2008 May 16, 2008 Troy McOmber 1025 Fisher Avenue Burlington, WA 98233 RE: CORRECTION LETTER #1 Development Application Number D08 -250 Westfield Garage `B' — 2800 Southcenter Mall Dear Mr. McOinber, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Moira Bradshaw, at 206 - 431 -3651 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl utitik I �� File No. D08 -258 • Cizy of Tukwila Department of Community Development Jack Pace, Director P:\Pemut Center\ Correction Letters \2008\D08 -250 Correction Ltr #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PLANNING DIVISION COMMENTS Date: May 6, 2008 Project Name: Westfield Parking Garage `B' Permit #: D08 -250 Plan Review: Moira Bradshaw, Senior Planner Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Moira Bradshaw is the planner assigned to the file and can be reached at 206 - 431 -3651. 1. Provide depth of adjacent parking stalls and drive aisle on your revised plan. • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -250 DATE: 05 -20 -08 PROJECT NAME: WESTFIELD PARKING GARAGE B SITE ADDRESS: 2800 SOUTHCENTER MALL DEPARTMENTS: Building Division Public Works Complete Comments: Original Plan Submittal X Response to Correction Letter # 1 n TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Fire Prevention Structural APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Response to Incomplete Letter # Revision # after Permit Issued Planning Division Lim n Permit Coordinator DUE DATE: 05-22-08 Incomplete _ Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: ❑ No further Review Required DATE: DUE DATE: 06-19-08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LEITER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • PERMIT COORD COPP PLAN REVIEVII /ROUTBIVG SLIP ACTIVITY NUMBER: D08 -250 DATE: 05 -01 -08 PROJECT NAME: WESTFIELD - PARKING GARAGE `B' SITE ADDRESS: 2800 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: g I ivisian Public Works .41:111.141i6 6 1-06 Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 -611 Fire Prevention Structural DETERMINATIION OF COMPLETENESS: (Tues., Thurs.) Response to Incomplete Letter #_ Revision # After Permit Issued Plan ng vlslon 6 ❑ Permit Coordinator DUE DATE: 05-06-08 Incomplete n Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 06 -03 -08 Approved Approved with Conditions ❑ Not Approved (attach comments) 1� Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 6 (gyp Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials. Date: S-aC Sheet Number(s): /'t i . 0 Entered in Permits Plus on • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Received at the City of Tukwila Permit Center by: \ applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: REVISION SUBMITTAL,. 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: D03 -250 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner edt„ NAr itillf P ERMIT CENTS "Cloud" or highlight all areas of revision including date of revision Project Name: WESTFIELD PARKING GARAGE `B' Project Address: 2800 Southcenter Mall Contact Person: Troy McOmber Phone Number: 3(s 7,-C7 - S ( y Summary of Revision: Dl UYI 1 10115 a 4-(Th A QI, c p v- - License Information License BNBUII *990K3 Licensee Name B N BUILDERS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602056687 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address 1 2601 4TH AVE STE 350 Address 2 City SEATTLE County KING State WA Zip 98121 Phone 2067180960 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/23/2001 Expiration Date 9/12/2009 Suspend Date Separation Date Parent Company Previous License BASTINB0000J Next License PURODSI984JN Associated License Business Owner Information Name Role Effective Date Expiration Date BASTIAN, BRAD PRESIDENT 05/23/2001 Bond Amount NIELSEN, JEFF VICE PRESIDENT 05/23/2001 103355900 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 TRAVELERS CAS & SURETY CO 103355900 08/30/2001 Until Cancelled $12,000.00 09/06/2001 Look Up a Contractor, Electric or Plumber License Detail 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. Page 1 of 2 https:// fortress .wa.gov /lni/bbip /printer.aspx ?License= BNBUII *990K3 06/03/2008 • ff11111111111 11111111111111I1 TUKWILA A NEW ST RAGE ADDITION FOR: WESTFIELD SOUTH. ENTER 633 Southcenter Mall WASHINGTON ZONING EXISTING BUILDING HEIGHT: EXISTING BUILDING AREA CONSTRUCTION TYPE: FULLY SPRINKLERED: NUMBER OF STALLS: OCCUPANCY: OCCUPANT LOAD: EXISTING STORAGE AREA: PROPOSED STORAGE AREA ADDITION 14 SF EXISTING STORAGE AREA 0 160 5F 2,451 5F STORAGE AREA OCCUPANT LOAD: (TABLE 1004.1) ACCESSORY STORAGE AREAS. 11300 2451 ÷ 300 = 8.1q, USE q OCCUPANTS EXITS REQUIRED: (TABLE 1015.1) ONE MATERIALS TO BE STORED: FIRE DEPT. EXHAUST FANS AND OTHER F.D. EQUIPMENT. MISCELLANEOUS MALL STORAGE INCLUDING SIGNS, SEASONAL DECORATIONS AND MARKETING MATERIALS. r 15 TIERS ALLOWABLE, 3 TIERS ACTUAL UNLIMITED ALLOWABLE, 205,qqb SF ACTUAL (68,666 SF PER TIER) I B. YES 552 GROUP S.2 PARKING GARAGE 1,030 TOTAL, 343 PER TIER INCIDENTAL TO PRIMARY OCCUPANCY (cf60 Sr) (q60 5F ÷ 68,666 SF x 100=I.3q% WESTFIELD CORPORATION, INC. 633 Southcenter Mall Tukwila, Washington CONTACT: FSI ARCHITECTS 625 FISHER LANE BURLINGTON, NA c15233 (360) 151-40 CONTACT: TROY ADAM McOMBER, AIA NCARB BNBullclers, inc. 2601 FOURTH AVENUE - SUITE 550 SEATTLE, WA 18121 (206) 582-5445 CONTACT: MARK RONISH STRUCTURAL ENGINEER: COUGHLIN PORTER LUNDEEN 415 PINE STREET - SUITE 300 SEATTLE, WA 0 18101 (206) 343-0460 CONTACT: JIM COUGHLIN, PE A-2.0 MAIN FLOOR PLAN, SECTIONS 4 DETAILS Piar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co y and conditions is adnewiedged: ,6EPARATE PERMIT REQUIRED FOR: Vf W Electrical itrf lumbing• Gas Piping City of Tukwila BUILDING DIVISION 0 City of Tukwila BUILDING DIVISION REVISIONS No changes shail be macie to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FSI ARCHITECTS A DIVISION OF FISHER & SONS, INC. Phone: 360 Fax: 360-757-7944 vowv.fishersons.com 625 Fisher Lane, Burlington, WA 98233 FOR SPECIAL INSPECTIONS AND DEFERRED SUBMITTALS SEE STRUCTURAL NOTES Rev 1 City Comments ISSUE 05/20/2008 Design Phase Revisions REVISION REV 0 Permit Set REV 1 :it y Comments DATE 04.30.08 05.20.08 Const. Phase Revisions REVISION DATE REGISTERED ARCHITECT TROYADAM McQMSER STAM OF WASHINGTON u LLJ Cover Sheet, Drawing Index, Code Review JOB #: 8035 SHEET A0.1 15 OF DESIGN- COOKSON TYPE FP PUSHUP SERVICE POOR OF WALL MOUNT1N6 Y PRIMER FINISH IN& MECHANISM- SLIDE BOLT ON 601 TOM BAR 142: 3 EACH MB, 6681 45 x 45 - GORBIN RIJ5511IN, GL 3355 NW OR MATCH OWNERS STANDARD BOLTS- GORBIN 3117- 6 TOP 3C-I2 BOTTOM STRIKE- GORBIN RU5SHIN, 3gII -630 TRIMGO, 1290 GY TRIMCO, 1221 A PLATE TRIMGO K0050 x 10' ISH- BRU CWOME 0526 D I Mfr MATCH OWNERS STANDARD. PROVIDE 5 KEYS RECEIVED CITY OF TUKWILA MAY 2 0 Z008 PERMIT CENTER I % / Design Phase Revisions REVISION REV O Permit Set REV 1 City Comments DATE 04.30.08 05.20.08 Const. Phase Revisions REVISION DATE 2 b LL u 2 0 0 Ct ct r L. C� .4__) O 0 'o tO °' C� g a. U +1 ci) Main Floor Plan, Sections & Details JOB #: 8035 SHEET A2.0 1. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORDANCE WITH CHAPTER 17 OF THE IBC WITH REPORTS PER IBC SECTION 1704.1.2 SUBMITTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL FOR EACH DAY SPECIAL INSPECTIONS OR TESTING IS PERFORMED. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 109. SEE TABLES BELOW FOR ADDITIONAL INFORMATION. STRUCTURAL ITEMS CONCRETE* REINFORCING PLACEMENT ANCHOR BOLT PLACEMENT CONCRETE PLACEMENT ** CURING & FORMWORK PROCEDURES MASONRY LEVEL 1 SPECIAL INSPECTION SPECIAL INSPECTION FREQUENCY IBC REFERENCE PERIODIC AND PRIOR TO ALL CONCRETE POURS PERIODIC AND PRIOR TO ALL CONCRETE POURS CONTINUOUS PERIODIC TABLE 1704.4 ITEM 1 TABLE 1704.4 ITEM 3 TABLE 1704.4 ITEM 4,5&5 TABLE 1704.4 ITEM 7,10 &11 PERIODIC (CONTINUOUS FOR GROUTING) TABLE 1704.5.1 ITEM 1 THRU 6 * EXCEPTIONS 1 THRU 4 PER IBC SECTION 1704.4 SHALL NOT APPLY TO CONCRETE. WORK ON THIS PROJECT. ** FREQUENCY OF CONCRETE LABORATORY TESTING SHALL BE IN ACCORDANCE WITH ACI 318 -05 SECTION 5.6.2 UNLESS OTHERWISE NOTED IN THE PROJECT SPECIFICATIONS. 2. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. AND INSTALLED IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. 1771 AND MANUFACTURER'S INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 3. EPDXY- GROUTED RODS OR REBAR TO CONCRETE OR MASONRY SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET EPDXY -TIE ADHESIVE° AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. 1772, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SPECIAL INSPECTION OF EPDXY-GROUTED ANCHOR INSTALLATION IS REQUIRED. UNLESS OTHERWISE NOTED A MINIMUM OF 6" OF SOLID GROUT SHALL SURROUND ALL ANCHORS IN CMU WALLS. 4. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. MAXIMUM WATER - CEMENTITIOUS MATERIAL RATIO FOR INTERIOR SLABS SHALL NOT EXCEED 0.50 UNLESS OTHERWISE NOTED. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, fy = 60,000 PSI. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315.99 AND 318 -05. LAP ALL CONTINUOUS REINFORCEMENT ( #5 AND SMALLER) 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS ( #5 AND SMALLER) 40 BAR DIAMETERS OR 2' -0° MINIMUM, LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -05, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 5. CONCRETE. MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF MEDIUM CR NORMAL WEIGHT MASONRY UNITS, CONFORMING TO ASTM C90, LAID IN A RUNNING BOND WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. MORTAR SHALL BE TYPE "S° PER IBC TABLE 2103.8 (1) OR (2). GROUT SHALL CONFORM TO IBC SECTION 2103.12 REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS, DESIGN F'm = 1500 PSI AT 28 DAYS. STRENGTH SHALL BE VERIFIED BY PRISM TESTING OR SHALL BE VERIFIED BY THE UNIT STRENGTH METHOD IN ACCORDANCE WITH IBC SECTION 2105 AND IBC TABLE 1708.1.4 — LEVEL 2 QUALITY ASSURANCE. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING REINFORCEMENT: 6" WALLS #4 @ 48 "oc. VERT. (2) #4 0 48 °ac. HORIZ. IN ADDITION, PROVIDE (1) #4 VERT. FULL HEIGHT AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS, AT FREE ENDS OF WALLS, AND (2) #4 HORIZONTAL AT ELEVATED FLOOR LEVELS, AT TOPS OF WALLS, AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND HORIZONTAL REINFORCEMENT 2' -0° BEYOND OPENINGS. IF 2' -0" UNAVAILABLE EXTEND REINFORCEMENT AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCEMENT AT CORNERS AND INTERSECTIONS. LAP SPLICES SHALL BE 25" FOR NO. 4 BARS. FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT FOR POURS GREATER THAN 5 FEET IN HEIGHT (MAXIMUM SPACING OF CLEANOUTS SHALL BE 32 "oc FOR SOLIDLY GROUTED WALLS). MAXIMUM HEIGHT OF GROUT POURS SHALL BE IN ACCORDANCE WITH ACI 530.1 -05 TABLE 7. MAXIMUM HEIGHT OF GROUT LIFTS IS 5 FEET. Structural Notes ar PLATEYY xI4 °xI' -2' 0 32° W/ (2) % °. EXP. BOLT) e 10" LOCATED FIRST'. BOLT FROM FACE OF GRIP4 EXISTING BEAM b" GMU WALL #4x4' -O" 0 48' O.G. IN EPDXY GROUTED HOLE ( EMBED 5 ") L ix4x4x1' -2" 0 32 "o.G. W/ (2) WO EXP. BOLTS @ 10' O.G. (EMBED 3 ") AND OW. THREADED RODS @ 10" o.G. IN EXPDXY &ROUTED HOLES (EMBED 4'). LOCATED ROD IN CENTER OP 2 re." VERT SLOT. 2 I CMU To Slab A .1' / Design Phase Revisions REVISION REV O Permit Set REV 1 City Comments DATE 04.30.08 05.20.08 Const. Phase Revisions REVISION DATE Structural Details JOB #: 8035 SHEET 51.0 iii .E z ,, -0 1. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORDANCE WITH CHAPTER 17 OF THE IBC WITH REPORTS PER IBC SECTION 1704.1.2 SUBMITTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL FOR EACH DAY SPECIAL INSPECTIONS OR TESTING IS PERFORMED. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 109. SEE TABLES BELOW FOR ADDITIONAL INFORMATION. STRUCTURAL ITEMS CONCRETE* REINFORCING PLACEMENT ANCHOR BOLT PLACEMENT CONCRETE PLACEMENT ** CURING & FORMWORK PROCEDURES MASONRY LEVEL 1 SPECIAL INSPECTION SPECIAL INSPECTION FREQUENCY IBC REFERENCE PERIODIC AND PRIOR TO ALL CONCRETE POURS PERIODIC AND PRIOR TO ALL CONCRETE POURS CONTINUOUS PERIODIC TABLE 1704.4 ITEM 1 TABLE 1704.4 ITEM 3 TABLE 1704.4 ITEM 4,5&5 TABLE 1704.4 ITEM 7,10 &11 PERIODIC (CONTINUOUS FOR GROUTING) TABLE 1704.5.1 ITEM 1 THRU 6 * EXCEPTIONS 1 THRU 4 PER IBC SECTION 1704.4 SHALL NOT APPLY TO CONCRETE. WORK ON THIS PROJECT. ** FREQUENCY OF CONCRETE LABORATORY TESTING SHALL BE IN ACCORDANCE WITH ACI 318 -05 SECTION 5.6.2 UNLESS OTHERWISE NOTED IN THE PROJECT SPECIFICATIONS. 2. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. AND INSTALLED IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. 1771 AND MANUFACTURER'S INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 3. EPDXY- GROUTED RODS OR REBAR TO CONCRETE OR MASONRY SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET EPDXY -TIE ADHESIVE° AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. 1772, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SPECIAL INSPECTION OF EPDXY-GROUTED ANCHOR INSTALLATION IS REQUIRED. UNLESS OTHERWISE NOTED A MINIMUM OF 6" OF SOLID GROUT SHALL SURROUND ALL ANCHORS IN CMU WALLS. 4. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. MAXIMUM WATER - CEMENTITIOUS MATERIAL RATIO FOR INTERIOR SLABS SHALL NOT EXCEED 0.50 UNLESS OTHERWISE NOTED. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, fy = 60,000 PSI. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315.99 AND 318 -05. LAP ALL CONTINUOUS REINFORCEMENT ( #5 AND SMALLER) 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS ( #5 AND SMALLER) 40 BAR DIAMETERS OR 2' -0° MINIMUM, LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -05, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 5. CONCRETE. MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF MEDIUM CR NORMAL WEIGHT MASONRY UNITS, CONFORMING TO ASTM C90, LAID IN A RUNNING BOND WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. MORTAR SHALL BE TYPE "S° PER IBC TABLE 2103.8 (1) OR (2). GROUT SHALL CONFORM TO IBC SECTION 2103.12 REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS, DESIGN F'm = 1500 PSI AT 28 DAYS. STRENGTH SHALL BE VERIFIED BY PRISM TESTING OR SHALL BE VERIFIED BY THE UNIT STRENGTH METHOD IN ACCORDANCE WITH IBC SECTION 2105 AND IBC TABLE 1708.1.4 — LEVEL 2 QUALITY ASSURANCE. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING REINFORCEMENT: 6" WALLS #4 @ 48 "oc. VERT. (2) #4 0 48 °ac. HORIZ. IN ADDITION, PROVIDE (1) #4 VERT. FULL HEIGHT AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS, AT FREE ENDS OF WALLS, AND (2) #4 HORIZONTAL AT ELEVATED FLOOR LEVELS, AT TOPS OF WALLS, AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND HORIZONTAL REINFORCEMENT 2' -0° BEYOND OPENINGS. IF 2' -0" UNAVAILABLE EXTEND REINFORCEMENT AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCEMENT AT CORNERS AND INTERSECTIONS. LAP SPLICES SHALL BE 25" FOR NO. 4 BARS. FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT FOR POURS GREATER THAN 5 FEET IN HEIGHT (MAXIMUM SPACING OF CLEANOUTS SHALL BE 32 "oc FOR SOLIDLY GROUTED WALLS). MAXIMUM HEIGHT OF GROUT POURS SHALL BE IN ACCORDANCE WITH ACI 530.1 -05 TABLE 7. MAXIMUM HEIGHT OF GROUT LIFTS IS 5 FEET. Structural Notes ar PLATEYY xI4 °xI' -2' 0 32° W/ (2) % °. EXP. BOLT) e 10" LOCATED FIRST'. BOLT FROM FACE OF GRIP4 EXISTING BEAM b" GMU WALL #4x4' -O" 0 48' O.G. IN EPDXY GROUTED HOLE ( EMBED 5 ") L ix4x4x1' -2" 0 32 "o.G. W/ (2) WO EXP. BOLTS @ 10' O.G. (EMBED 3 ") AND OW. THREADED RODS @ 10" o.G. IN EXPDXY &ROUTED HOLES (EMBED 4'). LOCATED ROD IN CENTER OP 2 re." VERT SLOT. 2 I CMU To Slab A .1' / Design Phase Revisions REVISION REV O Permit Set REV 1 City Comments DATE 04.30.08 05.20.08 Const. Phase Revisions REVISION DATE Structural Details JOB #: 8035 SHEET 51.0