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HomeMy WebLinkAboutPermit D12-227 - ELLIOT BAY TRANSFER - BOLTS TO SUPPORT COLUMNSELUOT BAY TRANSFER 305 UPLAND DR D12 -227 Parcel No.: Address: Suite No: Project Name: City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov 8836500050 305 UPLAND DR TUKW ELLIOT BAY TRANSFER DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D12 -227 08/23/2012 02/19/2013 Owner: Name: AMB PROPERTY CORP Address: 60 STATE ST STE 1200 C/O RE TAX , BOSTON MA 02109 Contact Person: Name: KAREN YARBER Address: 12720 GATEWAY DR, #110 , TUKWILA WA 98168 Contractor: Name: JOHNSON TENANT IMPROVEMENT INC Address: P.O. BOX 1149 , BOTHELL, WA 98041 -1149 Contractor License No: JOHNSTI092PA Lender: Name: Address: Phone: 206 414 -7600 Phone: 206 660 -5286 Expiration Date: 10/07/2013 DESCRIPTION OF WORK: INSTALL NEW BOLTS TO DESIGNATED ROOF SUPPORT COLUMNS. Value of Construction: $2,000.00 Type of Fire Protection: SPRINKLERS Type of Construction: IIB Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: International Building Code Edition: Occupancy per IBC: $212.40 2009 0024 * *continued on next page ** doc: IBC -7/10 D12 -227 Printed: 08 -23 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: N N Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Thee: End Time: Private: Public: Profit: N Non- Profit: N Private: Public: Date: 0 /g-3// )- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permi Signature Date: Print Name: 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. PERMIT CONDITIONS: 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 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. 4: 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. 5: 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. 6: 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 doc: IBC -7/10 D12 -227 Printed: 08 -23 -2012 inspection agency and shall be submitted to. Building Official prior to and as a conditional inspection approval. 7: 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. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D12 -227 Printed: 08 -23 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Permit No. D12 -22'l Project No. Date Application Accepted: b �. Date Application Expires: 0 1 72 1 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 8?6 e)' 0050 Site Address: 3o5 UPLAND lJ.. i VE 1(..'ZLM 4)4 Suite Number: Floor: Tenant Name: ELL.!OT TRH 2 New Tenant: ❑ Yes R.. No PROPERTY OWNER' Name: pmu/J(9615 Address: `ale 1 619 -610tw rtz *OH0 City:,_) k U) l LA State: i , g).�K Zlp:9r616b CONTACT PERSON — person receiving all project communication Name: e.60 YA k R& City: I�Q ELC. State: )4 Zip:C f%�/ / /�v Address: Contr Reg No.:sowzrloq pA Exp Date: 6l7l13 Tukwila Business License No.: /3 t y ^ Di =Q4,;-- City: State: Zip: Phone: a06 "q/ 7400Fax: City: Email: Zip: Phone: GENERAL CONTRACTOR INFORMATION Company Name: TO sow EX /r, `niv �(/V ) �1 Jo Address: •p:v / /e /c7 City: I�Q ELC. State: )4 Zip:C f%�/ / /�v Phone: g/as. 7�5.3� ?8 Fax: Contr Reg No.:sowzrloq pA Exp Date: 6l7l13 Tukwila Business License No.: /3 t y ^ Di =Q4,;-- H: \Applications \Forms- Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: c,', y---LE,n Engineer Name: aot1V 1/ LAWWL� Company Name: City:masVVC State:tO4 Zip:e7ga95- Phone:g5' ,v50 ox Fax: 9.1s. ESQ- 476 Architect Name: Address: State: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: c,', y---LE,n Engineer Name: aot1V 1/ LAWWL� Address: ia503 g at 06..,Q i2 6 dr 10 City:masVVC State:tO4 Zip:e7ga95- Phone:g5' ,v50 ox Fax: 9.1s. ESQ- 476 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Kt _ I//� L 4r-- l � W Address: City: State: Zip: Page 1 of 4 fl) BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ ao0o• 1212- Existing Building Valuation: $ Describe the scope of work (please provide detailed information): lks ('- New tOc., c S Z�D l i c3NM rF COL V 1-4CS Will there be new rack storage? ❑ Yes ❑.. 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 ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: If Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Ja No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications \Forms- Applications On Line \2011 Applications \Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 2nd Floor • 3rd Floor Floors thru Basement Accessory Structure* Attached Garage • Detached Garage • Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area.of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings.as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: If Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Ja No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications \Forms- Applications On Line \2011 Applications \Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may 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). 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWE; OR AUTHORIZED AGENT: Signature: Print Name: t0() AIt YICtAL Mailing Address: /9t 13 l H: \Applications \Forms- Applications On Line\201 1 Applications\Permit Application Revised - 8- 9.11.docx Revised: August 2011 bh Date: 741h �- Day Telephone: 4'c 2 .] - 76S ` 3q je /04 9sgo City State Zip Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 8836500050 Address: 305 UPLAND DR TUKW Suite No: Applicant: ELLIOT BAY TRANSFER RECEIPT Permit Number: D12 -227 Status: APPROVED Applied Date: 07/02/2012 Issue Date: Receipt No.: R12 -02439 Initials: LAW User ID: 1632 Payment Amount: $130.50 Payment Date: 08/23/2012 03:35 PM Balance: $0.00 Payee: JOHNSON TENANT IMPROVEMENT INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 19187 130.50 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 126.00 640.237.114 4.50 Total: $130.50 doc: Receipt -06 Printed: 08 -23 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 8836500050 Address: 305 UPLAND DR TUKW Suite No: Applicant: ELLIOT TRANSFER RECEIPT Permit Number: D12-227 Status: PENDING Applied Date: 07/02/2012 Issue Date: Receipt No.: R12 -02028 Initials: JEM User ID: 1165 Payment Amount: $81.90 Payment Date: 07/02/2012 10:54 AM Balance: $130.50 Payee: JOHNSON TENANT IMPROVEMENT, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 19088 81.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 81.90 Total: $81.90 doc: Receiot -06 Printed: 07 -02 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1.. (206) 431 -3670 4......, Permit Inspection Request Line (206) 431 -2451 Project: `� Type of Inspection: r ,� 011 -22r) Approved per applicable codes. $r_ Corrections required prior to approval. COMMENTS: Address: _ 3 0 C up `moo Date Called: ,--- Special Instructiong: Date Wanted:. (�-- (S—''(?_ --- 7 m. (.m Requester: Phone No: -4- --/i -33 I Approved per applicable codes. $r_ Corrections required prior to approval. COMMENTS: /t) V f- _7, -,/ov. N(-) I - i /y' 411110r Inspect( ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188'. CK- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 c Q -22 7 Project: Q t�.-L 17`5'T C� s- (-1 Type of Inspection: - ...1,x) i 1 . . Address: c'3 Lt P IA r•J . T32 Date Called: _ Special Instructions: Date Wanted:. q -2_I-� 17 ( a.m. ∎p Requester: Phone No: '175 78a . i9 7 • ElApproved per applicable codes. Corrections required prior to. approval. COMMENTS: ( Oetik -C ez) ,\ A( i der Pr f 0.1 Inspedtor: Dat ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.' 'OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 12 -0543 Project: Address: Inspector: PROPRIETARY ANCHOR MECHANICAL INSPECTION Elliott Bay Warehouse 305 Upland Drive, Tukwila John Reeder Description /Location: Column anchors Intended Use: Anchor bolts Report Number: 259747 RECEIVED OCT 10 20121 coMMuNITY DEVELOPMENT Client: Address: Date: Permit Number: ' D12 -227 Johnson Tenant Improvements, Inc PO Box 1149, Bothell 9/14/2012 Building Code & Year: Reference Standard(s) Used: Copies to: Client Owner Architect Engineer X Contractor X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1. of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: INSP -87 -01 LT (Rev 7/09) Anchor Size & Quantity: ' /2 "x5 /2" / 24 Anchor Type: ►/ Expansion ■ Screw • Sleeve • Drop In ESR Number: 3037 Anchor Manufacturer: Simpson Strong bolt 2 Hole Diameter: IA" Hole Depth: 6" Required Embedment: 3 3/8" Anchor Length: 5 %" Concrete Thickness: N/A Concrete Strength: N/A Base Material: ►4 Normal Weight Concrete • Light Weight Concrete • CMU • Brick • Composite Deck Hole Cleaning: • Compressed Air • Hand Pump • Other: ORA Torque Wrench ID: 6045 Torque: 50 ft -Ibs Drill Bit (ANSI B212.15): @ Yes • No Weather: Inside Ambient Temperature: 74° Reference Standard(s) Used: Copies to: Client Owner Architect Engineer X Contractor X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1. of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: INSP -87 -01 LT (Rev 7/09) October 2, 2012 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Rscov°3 o ssw FINAL REPORT EoP `fir Project: Elliott Bay Warehouse Permit Number': D12- -227 Address: 305 Upland Drive, Tukwila Job Number: 12 -0543 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Expansion Anchor Bolt Installation Sincerely, OTTO ROSENAU & ASSOCIATES, INC. kloiu EuR."u Kate Rubin Report Manager Email c: Johnson Tenant Improvements, Inc. Attn: Doug Myron AEI AIM • •® SHUTLER CONSULTING ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB 305 Upland SHEET NO. COVER CALCULATED BY jch CHECKED BY SCALE JOB NUMBER 12 -01.23 OF DATE 6/28/2012 DATE STRUCTURAL CALCULATIONS FOR: COLUMN BASE PLATE REATTACHMENT -- 305 UPLAND DRIVE TUKWILA WASHINGTON PROPOSED BY: PROLOGIS 12720 GATEWAY DRIVE, TUKWILA, WA 98168 (206) 414 -7600 DESIGN CRITERIA: REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila IDt•G DIVISION s'ONALt6 s`$ 'v" CODE ROOF LIVE LOAD WIND LOAD SEISMIC ZONE ION INTERNATIONAL BUILDING CODE, 2009 EDITION 25 PSF SNOW LOAD, Is =1.0 85 MPH ZONE, EXPOSURE "B ", Iw=1.0 SITE CLASS 'D', Sds= 0.943, Sd1= 0.489, Ie =1.0 cmROMIU JUL-0 2 2012 PERMIT CENTER P 222i NMI ME Nis MBE SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB �l1 S UPC x./19 SHEET NO. C/ p �%/ OF CALCULATED BY // V�� e_4 4 DATE SCALE 1 ' .1- it (io I t 1 1 r 1 ^� 1 AO 1 A f ( 1 1 1- K Cq.) /V % L I d 4 LL4 - - /_;1 ir 1 d ;I /6--,Iiiv) �� ' 12 1 I 1047144117 vJ l • I • I I / -- - - !- - t 1 fi , I I 1 1 1 1 I _fir�� d ''�r���� - ii �l 1 1 I L ._... .-- -..... 1 -_ 1 1 _. -_ i_ ..._� � G'4c,0 1 �.._ .. _ -- I f -I /5 ..- , ___1 _ J e„ I �,,� i 1 - _� I- I I etikuj _— �l00 -4 /(vim' i 1 1 1 I 1 ! -_i- { I j I 1 �f -r 1 I I i 1 I ► 1 -- Simpson Strong -Bolts - seismic values in cracked concrete slab (Simpson Anchor Designer - version 4.2.0.2) LRFD Values -- fc = 3,000 psi Slab Diameter Thickness (d0) 4'/2 '/2 5/8 6 '/2 5/8 3/4 8 '/2 b/8 3/4 5/8 3/4 1 Embedment Edge Distance (12d0) 2'/4 NA 3'/e 3s /8 NA 6.0 6.0 7.5 5 6.0 53/8 7.5 5 9.0 NA 5 6.0 6'/8 7.5 7'/4 9.0 6'/4 12.0 5 6.0 61/8 7.5 7'/2 9.0 81/4 12.0 phi -Nn phi -Vn Steel Conc. /Bond 10,125 1,532 10,125 1,599 15,656 2,252 10,125 15,656 22,181 10,125 15,656 22,181 27,611 10,125 15,656 22,181 27,611 1,599 2,888 3,365 1,599 2,913 4,429 3,829 1,599 2,913 4,451 4,529 Steel Conc. /Bond Towards Away 4,264 1,154 1,650 4,264 5,571 4,264 6,438 9,868 4,264 6,809 11,411 9,763 1,668 3,336 1,948 3,896 1,843 2,705 3,222 1,902 2,880 3,970 5,338 3,686 5,410 6,444 3,804 5,760 7,940 1,076 4,264 1,902 3,804 6,809 2,972 5,944 11,583 4,148 8,296 9,763 6,815 13,630 ASD Values - fc = 3000 psi Tension Shear slab Diameter Embedment Edge Distance Steel Conc. /Bond Steel Conc. /Bond Thickness (do) (12d0) Towards Away 41/2 1/2 26/4 6.0 6,750 1,021 2,843 769 1,100 0/8 .NA 6 1/2 5/8 3/4 35/8 6.0 6,750 1,066 2,843 1,112 2,224 3'/8 7.5 10,437 1,501 3,714 1,299 2,597 NA _ -__ 8 1/2 5 6.0 b'8 53/8 7.5 3/4 , 5 _ 9:0. 1. NA 10 '/z 5 6.0 5"8 6' 4 _ 7.5 3/4 71/4 9.0 1 61/4 12.0 12 1/2 3/ 4 5 6.0 61/8 7.5 7'/2 9.0 81/4 12.0 6,750 1,066 2,843 1,229 2,457 10,437 1,925 4,292 1,803 3,607 14,787 2,243, 6,579 2,148. 4,296 6,750 1,066 2,843 1,268 2,536 10,437 1,942 4,539 1,920 3,840 14,787 2,953 7,607 2,647 5,293 18,407 2,553 6,509 3,559 717 6,750 10,437 14,787 18,407 1,066 1,942 2,967 3,019 2,843 4,539 7,722 6,509 1,268 1,981 2,765 4,543 2,536 3,963 5,531 9,087 Notes -- These values are based on the Simpson Anchor Designer program for a single anchor. shall be investigated independently. ASD values are based on dividing the LRFD capacity by 1.50. Other conditions Ibs Ibs Ibs Ibs Ibs Ibs Ibs bs Ibs Ibs Ibs Ibs 53 Conterminous 48 States 2009 International Building Code Latitude = 47.45 Longitude = - 122.26 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.415 (Ss, Site Class B) 1.0 0.484 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.45 Longitude = - 122.26 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.516 Period Sa (sec) (g) 0.2 1.415 (SMs, Site Class D) 1.0 0.734 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.45 Longitude = - 122.26 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1. Site Class D - Fa = 1.0 ,Fv = 1.516 Period Sa (sec) (g) 0.2 0.943 (SDs, Site Class D) 1.0 0.489 (SD1, Site Class D) Ivy _, /Am ,. -V_@, VICIFJ Address 305 Upland Dr Tukwila, WA 98188 nwm p.golae mm/m p ? e @£a »dimya2m»aaq 105+ /a. Latitude 47.45 Longitude -122.26 « ta. S:r, 5 mm s, 1:3 s n w Tpi:A ' %. fp a; s Blyd. ot r I Tr dDr rm %a« .� : eo ¥9, 6/27/2012 8:41 AM PERMIT 000RD COP• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -227 DATE: 07/02/12 PROJECT NAME: ELLIOT BAY TRANSFER SITE ADDRESS: 305 UPLAND DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEIP`ARTMENTS: I� i 01,� I Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 07/03/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required, REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/31/12 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Contractors or Tradespeople P ' ter Friendly Page • 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. Business and Licensing Information Name JOHNSON TENANT IMPROVEMENT INC UBI No. 601223621 Phone 4254862442 Status Active Address Po Box 1149 License No. JOHNSTI092PA Suite /Apt. License Type Construction Contractor City Bothell Effective Date 10/1/1991 State WA Expiration Date 10/7/2013 Zip 980411149 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status JOHNSTI11460 JOHNSON TENANT IMPROVEMENTS Construction Contractor General Unused 1/20/1989 7/27/1991 Archived Business Owner Information Name Role Effective Date Expiration Date JOHNSON - WOLSEY, WILLIAM STERLI President 10/01/1991 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 CBIC SA6988 10/02/2001 Until Cancelled $12,000.00 10/05/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 18 American Fire Et Casualty Co BLA52999023 10/02/2011 10/02/2012 $1,000,000.00 09 /28/2011 17 FIRST MERCURY INS CO FMW0001793 10/02/2010 10/02/2011 $1,000,000.00 09/30/2010 16 FIRST MERCURY INS CO FMWA000360 10/02/2008 10/02/2010 $1,000,000.00 10/02/2009 15 FIRST MERCURY INS CO FMFL003169 10/02/2007 10/02/2008 $1,000,000.00 09/28/2007 14 MOT HAWLEY INS MGL0158801 10/02/2006 10/02/2007 $1,000,000.00 10/02/2006 13 FIRST MERCURY INS CO FMFL001141 10/07/2005 10/07/2006 $1,000,000.0009 /27/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Printaspx 08/23/2012 X "ox4" LAG SCREW (TYP.) 1y" 2 � ADD 48x4xx0' -9" L.L.V. w/24"0 EXP. BOLTS (EMBED 3 ") (E) BASE w /SHEARED OFF BOLTS (E) GLULAM COLUMN 1)'2 1Y2 (E) PAD FOOTING - III -1II- SECTION A -1.0 SCALE: 3/4 " =1 ' -0" SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing ti Gas Ptptnp City of Tukwila BUILDING DIVISION REVISIONS Pic changes shalt be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include addltional plan review fees. GENERAL NOTES CODE: INTERNATIONAL BUILDING CODE, 2009 EDITION BUILDING OCCUPANCY CATEGORY = II LIVE LOADS: ROOF 25 PSF SNOW LOAD WITHOUT DRIFT, IS = 1.0 WIND 85 MPH ZONE, EXPOSURE "B ", Iw = 1.0 SEISMIC DESIGN INFORMATION: Ss= 141.5% SDS =0.943 Si = 48.4% SDI = 0.489 Is = 1.0 SITE SOIL CLASS = D SEISMIC DESIGN CATEGORY = D ANCHORAGE TO CONCRETE: EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON STRONG -BOLT 2 AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC -ES REPORT ESR -3037. ANCHORAGE SUBSTITUTIONS MUST BE APROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36,000 psi) OR ASTM A992 GRADE 50 (Fy = 50,00G psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS D1.1 AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. MACHINE BOLTS TO BE A307. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS PER IBC SECTION 1704. A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SEE SPECIAL INSPECTION FREQUENCY TABLE ON THIS SHEET FOR BOTH ON SITE CONSTRUCTION AND OFF SITE FABRICATION . REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of u is BUILDING ISION FILE COPY Permit No., DO.--2-9--1 Plan review approval Is seta errors and omissions. approval of construction documents does not authorize the violation of any adopted code or o Receipt of approved : Copy and conditions City Of 1iikwIla BUILDING DIVISION CITY OF TUKWI[A JUL 0 2 2012 PERMIT CENTER X12 -22-1 6 -28 -12 PERMIT SUBMITTAL NO. DATE DESCRIPTION T U KW I LA, WASHINGTON STRUCTURAL ENGINEER: AIM all SHUTLER _ ■ CONSULTING MI I ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 ©2012 All rights reserved. No part of this document may be reproduced, in any form or by any means, without permission in writing from Shutter Consulting Engineers, Inc. PROFESSIONAL STAMP: SHEET CONTENTS: FOUNDATION SECTION, SPECIAL INSPECTION & GENERAL NOTES ENGINEER: JH REVIEWED BY: JH DATE: PROJECT NO: 6 -28 -12 12 -01.23 S -1.0 OF 2 ....... , a ................ ................ ,_... ... _........ ....,.,. SYSTEM AND MATERIAL SPECIAL INSPECTION t IBC CODE CODE or STANDARd IN-SPECTIONFREQUENCY REFERENCE REFERENCE I CONTINUOUS PROGRAM „ PERIODIC _. ...., REMARKS STEEL Structural steel members, layout, and details 1704.3 AISC 360 - -- X Verify member sizes, layout, and connection details. _�a POST- INSTALLED ANCHORS Post installed anchors or rebar installed in hardend ,_ _ _ _...... _ ..._. 17041. ICC Evaluation Report X --- Verify anchor product type, dimensions, hole preparation concrete or mason 1703 4 2 and condition, adhesive epiration dates, installation rocedures, embedment, tightening torque, etc. comply with reports. FABRICATORS Verify that the fabricator is approved by the building official terform Approval of fabricators 1704.2 --- X work without special inspection If not approved, the special inspector shall review the shop s fabrication and quality, control procedures for compliance with this section. �� _.„ _....._. Special ins ection /Testing Program Notes : _... ___m . _ „..._ 1. The special inspector shall be a qualified person who shall demonstrate competence to the satisfaction of the Building Official for the type of inspections fisted 2. If necessary, the contractor shall arrange a re- construction Meeting with the Architect, Engineer, Buildin Official, Testing Agency to review the special inspection, rogram. 3. Duties of the Special Inspector include, but are not limited to._ .. _� ..__.. _ .._.. _.......__. ...., ...._....._.0 _ .., _ _ ... �, �...........M. �_ ,...,___.....�.._. _ _ ...m A. Observe the work for conformance with the approved permit plans and specifications. Discrepencies shall be brought to the attention of the Contractor for correction, if uncorrected, then to the attention of the Architect, Engineer, and Building Official _ b, , .�� ,..._. �. ..M...... .,n. B. Issue Inspection Re orts for each inspection to the Contractor, Architect, Engineer, and Building Official as a minimum. The reports shall be issued in a timejy manner. C. The Special Ins ector shall submit a fmal report stating_ whether the work requiring special inspection was inspected, whether the work was completed in conformance with the approved Tans and specifications, and whether the work was in conformance with any applicable workmanshi provisions of the applicable code or standard. . S ecial ins ections and testm requirements apply equally to all bidder designed components. F _•_m 5. Fabricators shall submit a certificate of-compliance to the Building Official stating that work was completed in accordance with the approved construction documents. SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing ti Gas Ptptnp City of Tukwila BUILDING DIVISION REVISIONS Pic changes shalt be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include addltional plan review fees. GENERAL NOTES CODE: INTERNATIONAL BUILDING CODE, 2009 EDITION BUILDING OCCUPANCY CATEGORY = II LIVE LOADS: ROOF 25 PSF SNOW LOAD WITHOUT DRIFT, IS = 1.0 WIND 85 MPH ZONE, EXPOSURE "B ", Iw = 1.0 SEISMIC DESIGN INFORMATION: Ss= 141.5% SDS =0.943 Si = 48.4% SDI = 0.489 Is = 1.0 SITE SOIL CLASS = D SEISMIC DESIGN CATEGORY = D ANCHORAGE TO CONCRETE: EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON STRONG -BOLT 2 AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC -ES REPORT ESR -3037. ANCHORAGE SUBSTITUTIONS MUST BE APROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36,000 psi) OR ASTM A992 GRADE 50 (Fy = 50,00G psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS D1.1 AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. MACHINE BOLTS TO BE A307. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS PER IBC SECTION 1704. A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SEE SPECIAL INSPECTION FREQUENCY TABLE ON THIS SHEET FOR BOTH ON SITE CONSTRUCTION AND OFF SITE FABRICATION . REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of u is BUILDING ISION FILE COPY Permit No., DO.--2-9--1 Plan review approval Is seta errors and omissions. approval of construction documents does not authorize the violation of any adopted code or o Receipt of approved : Copy and conditions City Of 1iikwIla BUILDING DIVISION CITY OF TUKWI[A JUL 0 2 2012 PERMIT CENTER X12 -22-1 6 -28 -12 PERMIT SUBMITTAL NO. DATE DESCRIPTION T U KW I LA, WASHINGTON STRUCTURAL ENGINEER: AIM all SHUTLER _ ■ CONSULTING MI I ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 ©2012 All rights reserved. No part of this document may be reproduced, in any form or by any means, without permission in writing from Shutter Consulting Engineers, Inc. PROFESSIONAL STAMP: SHEET CONTENTS: FOUNDATION SECTION, SPECIAL INSPECTION & GENERAL NOTES ENGINEER: JH REVIEWED BY: JH DATE: PROJECT NO: 6 -28 -12 12 -01.23 S -1.0 OF 2 555'-0" 50'-0" 50'-0" 50'-0" 1.41 rj (NI r-, 50'-0" 50'-0" I- -I L 113 F L J L _J MULTIPLE BOLTS DAMAGED 1 BOLT DAMAGED NO REPAIR REQUIRED) L rti LT_I LLJ Pp-1 r0i L__J F L REVIEWED FOR— LJ CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila _ • InttL-DING-DIV ET L 1 6-28-12 PERMIT SUBMITTAL FOUNDATION PLAN SCALE )16-=-1,-0” 555' 0" 501-0" 50'-0" 50' 0" 50'-0" 55'-0" F _41 L LTJ LT_I 1- -I LJ PREVIOUS REPAIR DAMAGED L _J LLJ ALL BOLTS DAMAGED A-1.0 LJ A-1.0 ALL BOLTS DAMAGED I- -1 LJ LTJ MULTIPLE BOLTS DAMAGED A-1.0 th LT_I I- -I _J L-_I r rj r) FOUNDATION PLAN SCALE: )6"=-1'-0" ci4Vilirtdou. JUL 0 2 2012 PERMIT CENTER NO. DATE DESCRIPTION STRUCTURAL ENGINEER: OM I= SHUTLER MI II CONSULTING MIN ENGINEERS Inc. 12503 Bel-Red Road, Suite 100 Bellevue, Washington 98005 (425)450-4075 FAX: (425)450-4076 ©2012 All rights reserved. No part of this document may be reproduced, in any form or by any means, without permission in writing from Shutter Consulting Engineers, Inc. PROFESSIONAL STAMP: SHEET CONTENTS: FOUNDATION PLAN ENGINEER: REVIEWED BY: DATE: PROJECT NO: JH JH 6-28-12 12-01.23 S-2.0 OF 2