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HomeMy WebLinkAboutPermit D14-0077 - ZCOLO - CONCRETE PADZ-COLO 3311 S 120 PL D14-0077 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.2ov 1023049078 3311 S 120 PL 120 Project Name: ZCOLO DEVELOPMENT PERMIT Permit Number: D14-0077 Issue Date: 3/17/2014 Permit Expires On: 9/13/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SABEY CORPORATION 4TH FLOOR 12201TUKWILA INTL BLVD, SEATTLE, WA, 98168 JOHN HUGHES 252619 NE 20 ST, WOODINVILLE, WA, 98077 HUGHES CONSTRUCTION 22619 NE 202 ST, WOODINVILLE, WA, 98072 Phone: (206) 730-6577 Phone: (425) 787-8790 HUGHEC*011MT Expiration Date: 1/25/2015 N/A (LESS THAN $5,000) DESCRIPTION OF WORK: FORM -POUR CONCRETE PAD FOR EQUIPMENT OVER EXISTING CONCRETE PAD. NEW PAD TO BE 5.5 X 12.5'. ALL WORK IS OUTSIDE OF BUILDING. Project Valuation: $2,400.00 Fees Collected: $257.98 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125,TUKWILA Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: ,)s Date: `1`7'I 1-1 I hearby 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 pr; it and agree to the conditions attached to this permit. Signat Print Nam Date: 3 ' / 7 This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 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 Washington State Building Code and the Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 14: 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. 15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4004 SI-WELDING CITY OF TUKk A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1714 - D V l I Project No. Date Application Accepted: V'J OC Date Application Expires: 041 Al (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.: t623O4 -QOT3 -O5 Site Address: Z GO tO Tenant Name: 331 i 5. 1 t I - PROPERTY OWNER Name: WI WI DA-TA C T Q A drZess: zo1 ivei#JIJAi rtl.1 t'Q 1=bog. Cityc.. ,e WA, State: a$tIoSZi1 I2-1 CONTACT PERSON - person receiving all project communication Name: ....-fa 4 t+u(ot.}S Addreys, 1 , ma. ,gy p , City: (1.kbP/N rt Lt.d State: j j, Zippl10,....) Phone: 20V 136 46.1, Fax: Email: ,T 6 N j b 1 a 1-foT rnmi.60 W! GENERAL CONTRACTOR INFORMATION Company Name:4 V V 1 C.o J�3e.v(xIO IJ Address: •Lyle 1 ej IJ� 2, 20'2„ or, earl City: W17O1=114 VI 1.1A?, State: I/opt , Zip q` 1 7 Phone Fax: zoo Zoo (o5`j� Contr Reg No. Exp Dat i-IV41-}6L'lI'Ot1 mT 4`7-3d •1`-f Tukwila Business License No.000 (o O(, 71 Suite Number: l Z+0 Floor: 1 New Tenant: ❑ Yes g-No ARCHITECT OF RECORD Company Name: (. Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Namt 4 V 1 N em e_s No eniw , .L61L Engineer NanLe,ftw I at, LA. �4 Address: 412.1 3e v A z. ij e 4 201 City: cg oo I l G State: Lu A, Zip:at 5 14. Phone:ZOle *1.6 -1560 FaY. V S'rt.- lot/g8 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: Sta Zip: H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMATIf • 206-431-3670 1 Valuation of Project (contractor's bid price): $ 2 goo Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Fblz.M — pIOU L. C010 (A -VIA 174U E u 1 ,i A./t alb „QV a ¢. FX l `bri i✓ ry C u / --tT Nk 1 �T W NO 0 5 �x 11-1' Aw work- curio or SvlrlD,/✓t, 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1at Floor 2nd Floor 3`d 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: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None 5,it Other (specify) OUTS /D s 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 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:Wpplications\Forms-Applications On Line\2012 Applications\Fennit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INF( IATION — 206-433-0179 Scope of Work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate 0... Highline ❑ ...Valley View ❑... Renton ❑ ...Sewer Availability Provided O ... Renton O ... Seattle 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. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ ... Geotechnical Report ❑ .. Bond 0... Insurance 0... Easement(s) 0...Maintenance Agreement(s) Proposed Activities (mark boxes that applv)i ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours O ... Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone O ... Storm Drainage O ... Abandon Septic Tank ❑ ...Curb Cut O ...Pavement Cut ❑ ... Looped Fire Line ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public ❑ ❑ .. Water Main Extension Public 0 71 0... Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation 0... Utility Undergrounding WO # (2) " WO # (3) " WO # WO # (2) " WO # (3) " WO # WO # 0 .. Deduct Water Meter Size " Private ❑ Private 0 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: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forn s-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 O THORIZED AGENT: Signature: Date: 3 • 3 . 1 Y Print Name: „Omit./ ilU(DS5 Day Telephone: 2(o `730 ('5 ? Mailing Address: ZZlil NIT 7oZN9 Sr • V` 1 N 01.1.2 City State Zip H:\Applications\Fonns-Applications On Line\2012 Applications\Fermit Application Revised - 2-7-12.docc Revised: February 2012 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT ennitT�� QUANTITY PAID D .4-0077 Address 15. PF. ice' ' Apn:1i $257.98 3049078 DEVELOPMENT $250.52 PERMIT FEE R000.322.100.00.00 $149.10 PLAN CHECK FEE R000.345.830.00.00 $96.92 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $7.46 TECHNOLOGY FEE R000.322.900.04.00 $7.46 TOTAL FEES PAID BY RECEIPT: R1383 $257.98 Date Paid: Wednesday, March 05, 2014 Paid By: HUGHES CONSTRUCTION Pay Method: CHECK 3169 Printed: Wednesday, March 05, 2014 8:16 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit I* LI O 7 PE' +. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 1100, Tukwila. WA 98188 (206) 431-367 Permit inspection Request Line (206) 438-9350 "Proms: 7 f�0� Type of l spection: FI14AL, Address: 1 t S 1k0 ?L-- Date Caned: sPiciai nstrucdons: )42;-1$/.$ b_ Date Wanted: ( a4.Z�- i Requester Ilhane No: ,130 —(c?7 'aApproved Per applicable codes. ❑ Corrections required prior to approval. MINTS: i :vaL 1 e+lee hi DT TO PC Ln/AZ( 1 A 1'7 A .p/cAie te: NSPECPION FEE RE ED. Prior t. next inspection. fee must be d at 6300 Southcenter Blvd.. Suite 100. Calf to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKW ILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Ack%s 1 2{9-11-/ Special instructions: �. -�' S Ci,S` 42. --S/9 90 COMMENTS: e f Inspection: ;.3,A Date Called: . Af 4L Date Wanted: --tea,? - 7 � 3 p.m. Requester: „ -(0577 Sc)ec:, Al /VA\ L�-1\--2 Ins REINSPECTION FEE Rt: tUtRED -Prior to next inspection, feemust be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUJKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit: Inspection Request Line (206) 431-2451 Project: Z. U L.-0 Address: '' [ 1 s, �,. a el-- SpecialInstructions: type of Inspection: of (e.TT SSA Date Called: Date Wanted; Requester: Phone No; 4# ZS—) e7 proved per applicable codes. E Corrections required prior to approval. COMMENTS: fA b\S-le Inspectr: Date.- REINSPECTION E WIRED. Prior to nextinspection. fee must -be paid at 6300 South- ter Blvd., Suite 100. Cal to schedule reinspection. July 30, 2014 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 RECE\NO FINAL REPORT gisOl2" Project: zColo Permit Number: D14-0077 Address: 3311 South 120th Place, Tukwila Job Number: 14-0188 We state that the work requiring special inspection was, to the best of our knowledge, 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. Reinforced concrete Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau-Moser Vice President Email c: Project Team Cc: Project team OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 14-0188 CONCRETE REPORT Report Number: RC274581 Permit Number: D14-0077 Project: zColo Address: 3311 S. 120th Place, Tukwila Inspector(s): Craig Bechtold Description/Location: Inspected transformer slab. Resteel Verified: Yes 3/20/2014 Craig Bechtold (Grade 60) Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: CalPortland 3110 4 .55 5%t1 % 3.5 Wheelbarrow Yes Design ❑� Cement (Ibs/type): Fine Agg. (lbs): Coarse Agg. (Ibs/size): Coarse Agg. (ibs/size): Coarse Agg. (Ibs/size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Required Strength: 3000 psi at 28 days. Sampling and Testing Data Time Cubic ASTM C 172, C 31 Made Yards Water Slump Added C 143 Cast Samples: 1-4 11:15 am 3.50 0 gal. 3.5" Client: Hughes Construction Address: 22619 NE 202nd Street, Woodinville Date: 3/20/2014 �. ��� Q Mfg: Cascade Actual ❑ 470# Type: I/11 1430# 1840# 3/4" 258# 5.5 oz. DARAVAIR 1000 Batch Weights/Cubic Yard Slag (lbs): Air % Conc.Temp Ambient Truck Ticket C 231 C 1064 Temp No. No. 60°F 47°F 7344 892675 Weather: Partly Sunny Date Samples Picked Up: Slump Range: N/A Air % Range: N/A 3/21/2014 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM c31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: 0 Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Date Cure 1 3/27/14 ------------------------------- 2 4/17/14 --------------------------------------------- 3 4/17/14 4 4/17/14 * = Discarded Tested in general accordance to: Age (Days) 7 28. 28 28 Size Area Weight Max Load Strength Fracture Type (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 4 x 8 12.62 8.71 50,310 3990 4 x 8 12.62 8.74 69,010 5470 4 x 8 12.62 8.79 66,190 5250 2 4 x 8 12.62 8.78 67,440 5340 2 ASTMC39 © ASTMC617 ❑ ASTMC1231 ❑ Copies to: ❑ Client 11 Engineer 0 Building Dept ❑ Owner © Contractor Batch Plant ❑ Architect ❑ Others Technical Responsibility: 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. 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.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 Job Number: 14-0188 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Report Number: RC274581 Permit Number: D14-0077 Project: zColo Address: 3311 S. 120th Place, Tukwila Inspector(s): Craig Bechtold Description/Location: Inspected transformer slab. Client Hughes Construction Address: 22619 NE 202nd Street, Woodinville Date: 3/20/2014 Resteel Verified: Yes 3/20/2014 Craig Bechtold (Grade 60) Mfg: Cascade Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: CalPortland 3110 4 .55 5%±1% 3.5 Wheelbarrow Yes Required Strength: 3000 psi at 28 days. Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 11:15 am Design ❑� Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cubic Yards 3.50 Water Slump Added C 143 0 gal. 3.5" Actual ❑ 470# Type: I/II 1430# 1840# 3/4" 258# 5.5 oz. DARAVAIR 1000 Air % C 231 Conc.Temp C 1064 60°F RECEIVED APR 02 2014 COMMU,W j r DFVFLOPMENT Batch Weights/Cubic Yard Slag (Ibs): Ambient Temp 47°F Truck Ticket No. No. 7344 892675 Weather. Partly Sunny Date Samples Picked Up: 3/21/2014 Slump Range: N/A Air % Range: N/A Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: El Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Age Date Cure (Days) 1 3/27/14 7 = Discarded Tested in general accordance to: ASTMC39 ❑� Copies to: ❑ Client d❑ Engineer © Building Dept ❑ Owner Contractor © Batch Plant ❑ Architect ❑ Others Size Area Weight Max Load (in.) (Sq.In.) (Lbs.) (Lbs.) 4 x 8 12.62 8.71 50,310 Strength Fracture Type (psi) (other than cone) 3990 ASTMC617 ❑ ASTMC1231 ❑ Technical Responsibility: 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. 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.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 ENWENGINEERSCTURAL Engineers Northwest Inc., P.S. FiLia C PY SABEY INTERGATE EAST BUILDING 2 3311 South 120th Place, #210 Tukwila, WA 7-RpNSF0RMER STRUCTURAL CALCULATIONS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 122014 City of Tukwila BUILDING DiVISK)j RECEIVED CITY OF TUKWILA MAR 0 5 2014 PERMIT CENTER March 4, 2014°1 ENW Project No. 99149019 • • 9725 Third Avenue NE . Seattle, WA 98115 . 206.525.7560 . fax 206.522.6698 www.engineersnw.com 67.06 - .-COL 0 IF1 \ w ENGINEERS NORTHWEST, .S. ^ STRUCTURAL INC., � ENGINEERS PROJECT # 9,/ ` 1 O PROJECT 9725 THIRD AVE NE, SUITE 207, SEArTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 2 cD c 2 0 ,33 �l SUBJECT 3 3/ l - S `/Zoe ISTid retet ON30.7V. aAWS4.0 .... Acid, Hi It iv Air Sf J) L ,b CaPE w,; 3/2 fl) tre yr 7) x S 0' LO VOi..._D./7Z4 L-‘vtc �l. _e L e S L 2 3_L.P ' 23 ?5 d Z et 4- :.c DATE SHEET ,,��II OF BY l/ o kblev,s 2012 6 7- S01. O. -6 U_._. 5.4 ENW ENGINEERS NORTH WEST, INC., P.S. STRUCTURAL ENGINEERS ((�� /, 9725�THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 9 9L U , ( J ' O 19PROJECT 2 WZ-() SUBJECT K DATE P2 L w / S % SHEET -OF BY 2. j�` c. .c0 "'e,"- a z /, 8 k ,2� /.0- K 3Ub 6--a ysr s ?, 6 Ai —Li 0- —1 • 0 z 0 O Z D Z • • • ,.. . .°1. Q �. Q ram, 1 L 1 I - I:1 1 i 1 :IT L}J L}J '1' L}J _t— }. I- L.J L4J L+J L}J t— t L_J # 8 8 a d$ 7. cp,„,, FOUNDATION PLAN E.NWENGINEERS FM Gw..«,5. DRAIN. REVISIONS Curt xo. DRAWING REVISIONS m[ SABEY INTERGATE EAST, BUILDING 2 Pipe RRelo tion,CCAie Sop 3417 S 120TH PLACE TUKWILA. WA 98188 DRAWING r wNWmrt ETA eodSGWIrtuS a To find the latitude and longitude of a point Click on the map, Drag the marker, or enter the... Address: 3311 S. 120th PL, Tukwila, WA 98168 GO Map Center: Get Address - Land Plat Size - Street View - Area Photographs Try out 3D Google Earth. Google Earth gives you a 3D look of the area around the center of the map, which is usually your last click point, and includes latitude, longitude and elevation information. IM GINiT AKS.'SUYbN►thUfpaq CAD training AutoCAD*,' Autodeska' Rev it&' AutodeskfiInventor! AutoCAD6 Civil 3D� and more Visit imaginit.com to LEARN MORE Latitude and Longitude of a Point Clear / Reset Remove Last Blue Marker Center Red Marker Get the Latitude and Longitude of a Point When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: Longitude: 47.495035 -122.290592 Latitude: Longitude: Degrees 47 -122 Minutes 29 17 Seconds 42.126 26.1312 Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and want to see where on the map the point is. Use: + for N Lat or E Long - for S Lat or W Long. Example: +40.689060 -74.044636 Note: Your entry should not have any embedded spaces. Decimal Deg. Latitude: Decimal Deg. Longitude: Show Point Example: +34 40 50.12 for 34N 40' 50.12" Degrees Minutes Seconds Latitude: Longitude: Show Point Design Maps Summary Report Page 1 of 2 IIUSGS Design Maps Summary Report User -Specified Input Report Title z COLO - ZAYO - 3311 Tue March 4, 2014, 21:39:02 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available In 2008) Site Coordinates 47.49505°N, 122.29059°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.513 g S1 = 0.568 g SMs = 1.513 g SM1 = 0.852 g Sim = 1.009 g Sol = 0.568 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.74 1.60 1.44 1.29 1.12 A 01 0.36 H 0.90 0.44 0.49 0.22 0.14 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 Period. T (sec) 2.00 1.10 0.» 0.99 0.77 i p 0.66 0.39 0.44 0.22 0.22 0.11 0.00 For PGAM, T1, CRS, and C. values, please view the detailed report. Design Response Spectrum 0.00 0.20 0.40 0.40 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period. T (sac) http://geohazards.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=47.49... 3/4/2014 ENGINEERS NORTHWEST, INC., P.S. 9725 THIRD AVENUE NE (SUITE 207) SEATTLE, WA 98115 SHEET OF * * * * * Property of Engineers Northwest, Inc., P.S.- Use by others unlawful ASCE 7-10 Seismic Loads per ASCE 7-10- Chapter 13 Seismic Design Requirements for Nonstructural Component,: Input Cells = Project Number. 99149019 Project Name: Z- COLO SABEY INTERGATE EAST- BLDG 2 Location: 3311 S. 120TH PI, Tukwila, WA Design By: DML ASCE 7-10 Section 13.3 Seismic Demands on Nonstructural Components All references below are to ASCE 7-10 (U.N.O.) Input Air -side HVAC, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes, and other mechanical Mechanical and Electrical Components Mechanical and Electrical Component = Table 13.6-1 Category = Ss = 1.009 S1= Site Class (soil) = Risk Category = Average roof height of structure, h = Height in structure of point of attachment of component with respect to base, z = Component importance factor, b = Operating weight of mechanical unit, Wp = Site Coefficient, Fa = SMS = SOS = z/h = Component amplification factor, ap = Component response modification factor, Rp = Component overstrength factor, 00 = Fp = F„,„„ = Fp_min = 0.568 D II 6 6 1.0 15000 Output 1.096 1.106 0.737 1 2.5 6 2.5 0.369 1.179 0.221 Fp_hodz = 0.369 Fphoriz = 5535 Table 1.5-1 ft ft Sect 13.1.3 Ib. Table 11-4.1 Eqn 11.4-1 Eqn 11.4-3 *Wp, Eqn 13.3-1 * Wp, Eqn 13.3-2 *Wp, Eqn 13.3-3 * Wp Ib (ULT) Fp ert = +/- 0.147 * Wp, Sect. 13.3.1 (apply concurrently with horizontal force) Fp_ _ +/- 2205 Ib (ULT), Sect 13.3.1 (apply concurrently with horizontal force) NOTES: 1. Anchors in concrete shall be designed in accordance with Appendix D of ACI 318. 2. Anchors in masonry shall be designed in accordance with TMS 402/ACI 530/ASCE 5. Anchors shalt be . designed to be govemed by the tensile or shear strength of a ductile steel element. See Sect 13.4.2.2 for exception. 3. Post -installed anchors in concrete shall be prequalified for seismic applications in accordance with ACI 355.2 or other approved qualification procedures. Post -installed anchors in masonry shall be prequalified for seismic applications in accordance with approved qualification procedures. 4. Power actuated fasteners in concrete or steel shall not be used for sustained tension loads or for brace applications in Seismic Design Categories D, E, or F unless approved for seismic loading. Power actuated fasteners in masonry are not permitted unless approved for seismic loading. See Section 13.4.5 for exceptions. 5. Friction clips in Seismic Design Categories D, E, or F shall not be used for supporting sustained loads in addition to resisting seismic forces. ASCE7-10 Seismic Loads.xlsx Elec Mech Components City of Tukwila Department of Community Development 11/3/2014 JOHN HUGHES 252619NE20ST WOODINVILLE, WA 98077 RE: Permit No. D14-0077 ZCOLO 3311 S 120 PL, STE 120 Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/30/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/30/2014, 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, enn er Marshall erm t Technician File No: D14-0077 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0077 DATE: 03/05/2014 PROJECT NAME: ZCOLO SITE ADDRESS: 3311 S 120 PLACE X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: IA`f powc, ab10''l Building Division ■ Public Works me. 10//1-- IJNto—ol N IA- iq • Fire Prevention II Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 03/06/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/06/14 1.11 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 HUGHES CONSTRUCTION Page 1 of 2 0 Washington State Department of Labor & Industries HUGHES CONSTRUCTION Owner or tradesperson HUGHES, JOHN E Principals HUGHES, JOHN E Doing business as HUGHES CONSTRUCTION WA UBI No. 600 594 030 22619 NE 202ND ST WOODINVILLE, WA98072 425-788-7901 KING County Business type Individual Governing persons JOHNEDWARDHUGHES License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. HUGHEC*011 MT Effective — expiration 07/30/1999 — 01/25/2015 Bond WESTERN SURETY COMPANY Bond account no. 25320517 Received by L&I 07/16/2002 Insurance Ohio Security Ins Co Policy no. BKS54810219 Received by L&I 06/11/2013 Savings No savings accounts during the previous 6 year period. $12,000.00 Effective date 07/15/2002 $1,000,000.00 Effective date 07/15/2013 Expiration date 07/15/2014 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600594030&LIC=HUGHEC*011MT&SAW= 03/17/2014