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HomeMy WebLinkAboutPermit D16-0241 - HARTUNG GLASS INDUSTRIES - ROOF VENTSHARTUNG GLASS 17750 WEST VALLEY HWY WITHDRAWN/CANCELLED D16-0241 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188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.gov DEVELOPMENT PERMIT 3623049097 17750 WEST VALLEY HWY Project Name: HARTUNG GLASS INDUSTRIES Permit Number: D16-0241 Issue Date: 9/14/2016 Permit Expires On: 3/13/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: SCIOLA FAMILY PROPERTIES LL 17830 W VALLEY HWY , TUKWILA, WA, 98188 KEN MASON 17830 W VALLEY HWY, TUKWILA, WA, 98188 OWNER AFFIDAVIT HARTUNG GLASS INDUSTRIES Address: 17830 WEST VALLEY HWY, TUKWILA, WA, 98188 Phone: (253) 370-3574 Phone: Expiration Date: DESCRIPTION OF WORK: ADD ROOF VENTS TO EXISTING BUILDING STRUCTURE Project Valuation: $6,500.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $391.26 Occupancy per IBC: Water District: RENTON Sewer District: RENTON Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No PaPitt/ Permit Center Authorized Signature: W kl(14/ Date: 1 1 q 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 permit and agree to the conditions attached to this permit. Signature: AAA Alk vl/� Print Name: Ile w kuk. AL Date: 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: Readily accessible access to roof mounted equipment is required. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: 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). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: 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. 10: 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** 0409 FRAMING 0401 ROOF SHEATHING CITY OF TUIOr ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: For o ice use on 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.: Site Address: 1 r1' SO W/24- V 6l`� 14j7 Suite Number: Tenant Name: A-Vvtn c -\ v\ S S Lino ()5-k-dx.cy S New Tenant: ❑ Yes ❑ .. No Floor: PROPERTY OWNER Name: 1 A /� �� y" \ A -S 6 ✓1 Address: Li Is , v/c) 4_ oca c y , , Name: G g C i d 1 City: Address: --7 d uov _ li 0,i l� 01, I?3. 1i City: l ' v CLUt: t State: � p -Zip: ilRB CONTACT PERSON — person receiving all project communication Name: 1 A /� �� y" \ A -S 6 ✓1 Address: Li Is , v/c) 4_ oca c y , , City: ` Uicvu ,10‘.. State: u) k Zip: o g 1st Phone: 2 S 3_ 3/0 3c.-Ifir: Email: kMN Sonh ov-A� ovtu, - Gkw.SS, C_o v1 v GENERAL CONTRACTOR INFORMATION Company Name: Address: Company Name: City: SVloitewC Sk State: W A_ Zip:I 1So29(o Phone:._ 0(4) _ 0 c _risctx: City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2012 Applications\Fermit Application Revised - 2-7-12.docx Revised: February 2012 bh ARCHITECT OF RECORD Company Name: m VOre n. 6v49 Engineer Name: 99�/ Company Name: City: SVloitewC Sk State: W A_ Zip:I 1So29(o Phone:._ 0(4) _ 0 c _risctx: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: m VOre n. 6v49 Engineer Name: 99�/ Address: 2 1 c 0 a cl(o�L Nve_ s a City: SVloitewC Sk State: W A_ Zip:I 1So29(o Phone:._ 0(4) _ 0 c _risctx: Email: V `` .. oaa e- e mw , Cc w 1 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N A il—\- J AS6 Address: 1.1 OS O vJel� 0 ` 1 e City: i 0‘CuU- Vc-__. State: W Zip: eit iq Page 1 of 4 BUILDING PERMIT INFORMATI/ - 206-431-3670 Valuation of Project (contractor's bid price): $ (o7'5-© 6 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): p►- c. Cc Will there be new rack storage? ❑ ....Yes [r. 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 0 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 \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 0 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 \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INF( JIATION — 206-433-0179 Scope of Work (please provide detailed information): Call 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 0 .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline El ...Valley View ❑...Renton 0 ...Sewer Availability Provided 0... Renton 0... Seattle Septic System: 0 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): 0 .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut 0 .. Total Fill cubic yards cubic yards 0 .. Sanitary Side Sewer 0 .. Cap or Remove Utilities ❑ .. Frontage Improvements 0 .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone ❑... Storm Drainage 0...Abandon Septic Tank ❑... Curb Cut 0...Pavement Cut 0...Looped Fire Line If 0 .. Permanent Water Meter Size (1) " WO # 0 .. Temporary Water Meter Size (1) " WO # 0 .. Water Only Meter Size WO # ❑ .. Sewer Main Extension Public 0 Private 0 0 .. Water Main Extension Public ❑ Private 0 ❑... Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation 0...Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # ❑ .. Deduct Water Meter Size 55 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water ❑ .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-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 OWNER14. t_ OR AUTHORIZED AGENT: 1 Signature: vt M d "\ Date: t 121 2Q j Print Name: \-<sekA kik VN. --q- o &) Day Telephone: 2 3 — 310— 3 ci �- Mailing Address: 1 3 0 uies. (-' c' \ u y 1 t..)'ILwt'L� �1 1 CC I City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,273.30 D16-0158 Address: 17750 WEST VALLEY HWY Apn: 3623049097 $202.22 DEVELOPMENT $192.80 PERMIT FEE R000.322.100.00.00 0.00 $188.30 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $9.42 TECHNOLOGY FEE R000.322.900.04.00 0.00 $9.42 D16-0186 Address: 17750 W VALLEY HWY Apn: 3623049097 $827.70 DEVELOPMENT $788.50 PERMIT FEE R000.322.100.00.00 0.00 $784.00 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $39.20 TECHNOLOGY FEE R000.322.900.04.00 0.00 $39.20 D16-0241 Address: 17750 WEST VALLEY HWY Apn: 3623049097 $243.38 DEVELOPMENT $232.00 PERMIT FEE R000.322.100.00.00 0.00 $227.50 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $11.38 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R9422 0.00 $11.38 $1,273.30 Date Paid: Wednesday, September 14, 2016 Paid By: HARTUNG GLASS Pay Method: CREDIT CARD 077409 Printed: Wednesday, September 14, 2016 2:44 1 of 1 PM 11/VSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $147.88 D16-0241 Address: 17750 WEST VALLEY HWY Apn: 3623049097 $147.88 DEVELOPMENT $147.88 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9290 R000.345.830.00.00 0.00 $147.88 $147.88 Date Paid: Monday, August 29, 2016 Paid By: HARTUNG GLASS Pay Method: CREDIT CARD 070142 Printed: Monday, August 29, 2016 12:34 PM 1 of 1 �). I��WSYSTEMS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2016 Ci ►' of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 9 2016 PERMIT CENTER STRUCTURAL CALCULATIONS .Hartung Glass Vents 17830 West Valley Highway Tukwila, Washington JULY 29, 2016 EX FRES 6/12 f PREPARED FOR: Comfort Mecluanjcaj 3202 C Street NE Auburn, Washington 98002 PREPARED BY: Moore Engineering Group 21902 96th Avenue SE Snohomish, Washington Moore Engineering Group GENERAL STRUCTURAL NOTES: 1. ALL MATERIALS. WORKMANSHIP. DESIGN, AND CONSTRUCTION SHALL CONFORM TO THESE NOTES AND THE INTERNATIONAL BUILDING CODE (IBC). 2012 EDITION. DESIGN LOADING CRITERIA: ROOF LIVE LOAD. MECHANICAL UNITS EARTHQUA KE 25 PSF 716 POUNDS SD§ 0.904 SITE CLASS D to E 85 MPH, F:XPOSURE B 3. STRUCTURAL CALCULATIONS AND SKETCHES SHALL BE USED IN CONJUNCTION WITH MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION, CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ENGINEER OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SI lOWN ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN ON THE SKETCHES ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. 1F THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE SKETCHES, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE. OR SUBSTANDARD QUALITY. NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. 5. CONTRACTOR SHALI, PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAI. CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES. SEQUENCES OR PROCEDURES REQUIRED FOR THE COMPLETION OF THE WORK. 7, FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES, FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x MEMBERS) JOISTS: (4x MEMBERS) HEM -FIR NO. 2 HEM -FIR NO.1 Fb = 850 PSI, Fv = 150 PSI Fb = 975 PSI, Fv = T5OPSJ 8. ENGINEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER. THE GRADE, THE NER OR ICC - ES REPORT NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS SHALL BE MANUFACTURED WITH AN APPROVED ADHESIVE. BEAMS: TIMBER STRAND (LSL): Fb 2.325 PSI. E = 788 KSI, Fv = 310 PSI 9. ROOF SHEATHING SHALL BE APA RATED. EXTERIOR OR EXPOSURE 1 PLYWOOD IN CONFOMANCE WITH IBC SECTION 2303. L4. SHEATHING SHALL BE MANUFACTURED UNDER THE PROVISION OF VOLUNTARY PRODUCT STANDARDS DOC PS 1-07. PS 2-04. OR APA PRP -108 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS. NAIL TO STRUCTURE WITH 10d NAILS AT 6" ON -CENTER AROUND THE EDGE AND 12" ON -CENTER IN THE FIELD. 10. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG - TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-2016, INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 11, SHEET METAL SCREWS SHALL CONFORM10THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAI. MEMBERS". 12. WOOD SCREWS SHALL CONFORM TO ANSI/ASME STANDARD 818.6. L 13. BOLTS SHALL. CONFORM TO ASTM A-307. 14, STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION Fy A. C14ANNELS A36 36 KSI 15. CONNECT THE METAL CURBS TO THE ROOF STRUCTURE WITH #10 x 2" LONG WOOD SCREWS AT 1r ON -CENTER MAXIMUM ON EACH SIDE OF THE CURJ3, PLACE THE FIRST SCREW AT 4" FROM EACH END OF THE CURB AND THE REMANING SCREWS EQUIDISTANT BETWEEN THE SCREWS AT EACH END. 16. CONNECT THE VENTS TO THE METAL CURB WITH 4110 SHEET METAL SCREWS AT A MINIMUM OF 24" ON -CENTER ON EACH SIDE OF THE UNIT. PLACE ONE SCREW AT 4" FROM EACH CORNER OF THE UNIT AND T H E REMAINING SCREWS EQUIDISTANCE BETWEEN THE SCREWS AT EACH CORNER. 1 1 I 1 I 1 1 -A 14 -0it F-rI Irj 1'51 6,),-1-1( 1 E.i14-t 12.L1 • c_c.1.,14. 1 !. r-,7 r 1.-.. 3 L'i'f-4 ,1/4 D511:› ,3 '5 Of, hiL I-4 rzQ.:-‘r -3-LIElq-t-tit,K7., 1-. 1 nt.„---75T,,,, v--ric---- --------- 7.-- 1 F t 1,/AJE (412_1E2:) ';> j LI Li: , \1/41 E L API7K-D)L FCZYTTZI 1-1.7 cf s\Ni s 0.0 ;CL -or miijPLA. • Moore Mngineering Sroup PROJECT: .1(_:4-•• -1- , VC:L-73E1-0 ENG R: DATE: SCALE: SHEET --1I ti L r r - � E LJ b ,ETwE-e Moore tIngineering Group PROJECT: tia f ENGR: .\'� DATE: 7 9 ° l SCALE: SHEET PROJECT DESCRIPTION: The project consists of two new rooftop vents. LOADS: LIVE DEAD Roofing and re -roof 4.0 2" plywood sheathing 1.5 2x4 @ 24" on -center 0.7 4x14 @ 8' on -center 1.6 Insulation 1.0 MEP 2.0 Ceiling & Lights 2.0 Total Dead 12.8 DEAD 4- LIVE WIND 85 mph, Exposure 8 SEISMIC EQUIPMEN' Unit Dimensions 25 PSF 37.8 PSF Latitude 47A43 Longitude -122.245 Site Class D to E WA DNR Ss(D) = 0.951 SDs (E) = 0.856 Srys= 0.904 New Vents 716 11' x 21-3"x 37" high Moore Engineering Group PROJECT: HARTUNG GLASS ROOFTOP VENTS ENGR; KWM DATE: 8/29/ 16 SCALE: 722'2016 Design Maps Summary Report ritsGs Design Maps Summary Report User -Specified Input Report Title Hartung Glass ¶n: July 3o, 2016 00:55:10 UIC: Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data avatlabio in 7006) Site Coordinates 47.443°N, /22.245°W Site Soil Classification Site Class D - "Stiff Soil" .r • Risk Category At 4 1 •. 1 J, ). Va f- •sEA rAroSM an grow 1 1 1 I \ -1,' ) \ 3 1 4. = 7/2912016 usGs Design Maps Summary Report User -Specified Input Design Maps Summary Report Report Title Building Code Reference Document Site Coordinates Site Soil Classification Risk Category Hartung Glass `at July 30, 2016 00:55:31 UTC 2012/2015 international Building Code (which utilrics UF,,G5 hazard data dvdilable in 2.(.10t3) 47.443°N, 122.245°W Site Class E - 'Soft Clay Soil" 1/I1/III REZITM FP0.51.*), }} n on Burie• no fi `'ATn` rAto RT 1 i' Des. Moines. -' _ a 1L USGS-Provided Output Ss = Si = 1.427 g 0.532 g Maple Valley Wit) 'Coir n Ston SMS = 1.284 4 SMI= 1.2768 SD5 = 0.856 g SDI = 0.850 g For information on how the SS and 51, values abovchave 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 IVEHRP" building code reference documenit. Or a 1.42 - 1.30 1.17 1.04 031 0.72 0.45 0.S2 0.271 0.22 0.13 0.00 0.00 0.20 FACER Response Spectrum 040 0.G0 0 20 1.00 3 20 1.40 Period. T (see) 077 030 021 0.72 I 0.03 0.541 0.45 0.35 0 27 0.12 0.03 0.00 Design Response Spectrum 1.20 1.20 2.00 000 020 0 40 0.G0 0 P 1.00 1.20 1.40 Period, T (sec) 1.20 1.20 2.00 Although this information is a product uI thr. U.S. Geological 5u-vpy, we psuyide no warranty, expressed nr implied, or; to the accuracy 0: the data contained l wr un. Thi!: tool of. r.ot a r1'1;ptutc ler N'ct-rnottknowledge. htlp!/etipp2-earthquakewr usgs.gov/desig rnapshis/summary.prOtempl minimaliV3b ude=47.443&longitude=-122.2458aiteclass,=48riskc egory=Ceedition.. 1/1 .0 PS 04,-) \/\ -4- 1 Western Vents iSt Curbs Aluminum Gravity Vent Model AVR (AV1Oa) Relief Applications Model AVI (AV200) Intake Applications Standard Features: Fa xkoied of M53 {FO growl. Aiminum with extruded Splice titeretxr, Solid Seal Welded Silt to proms Leakage Gass Broken Roof for Adequate Runoff 1f " tttesh Atom. acrd Screen and Alum. 1,113t Et Screen. Hood ec attached to throat with sheet metal. straws for easy Ino Myr ASSerated 45ite tieltr9etionsApply) .— . Qty Mode "lag Dim A Dim B Dim C !Dim D Ding E CFM SPD Options/Notes Wt 2 AVI I 72 156 132 255 29 46,600 OE04 FultyA5ernbled2x2x.7fi.RAnglo 600 Western Vents & Curbs Standard Features -lgga G-90 Fully Welded Steel -2x2 Wooden Nailer - 2' Semi Ridged Insulation -All Welds Painted With Rust Inhibitor Paint - 3" Cant Strip With 2" Mounting Flange C-20 Available Options •'16,14,12ga G-90 Fully Welded Steel -.063 or .090 Alununninunm Construction -Gasket In Lieu Of 2x2 Nailer -Ridgid Insulation -Additional Insulation Single Pitch -Double Pitch (Peaked} -Additional Height O.D. 1, I< -- LD. -..12s F 2 1 tag Dim A bim 8 Ht. 'Jb 160 8 Model C10unkm ylatetd 110 Model: VCD-23 Ratings and General Construction Wade Action; Opposed Axle/1.10aga Material: Sleet Wade Seal: TPE Jamb Seal; 304 SS elede indicator: None Actuator Arluator Type: 120 VAC Aeluater Mfr.: All Operating Mode: Two Position Axle Bearings: Jackshalting.: Clean Wrap: Sizing: Temp. Rating (°F): Actuator Operation: Actuator Mounting: Actuator Location; Standard Furred Franc 6 1 Nates: Ah dimensions shown are In units of inches. Width & Height furnished approximately 0.25 in. under sae, Installation instructions :available at vnvw.grcerureck.c om. Synthetic No'Prelerence No Nominal 180 Spring Return Internal Left Side Printed Date: 7/20/2016 Job: Erik Air Tec Go Mark: Maroc 1 From Typo: Material: Frame Thickness (ga): Transition: Acluator Sizing: Fail Position: NEMA Enclosure: Auxiliary Switch: Channel Galvanized 16 None Defau€1 Sq'Et Closed Least Coed No Application & Design The VCO 23 is u ruggedly built low leakage Icontrol damper intended for application in low lo medium pressure and velocity systems. A Wide range of electric and pneumatic actuators are available. Ratings Pressure: Up to 5 in. wg pressure differential Velocity: 3,000 tifrnln tcakago: Class IA @ 1 in. wg, Class 1 ei up to 5 in. wr, Temperature: Up to 250/1: Row ID Tag Qty Opening W (In.) Opening H (in.) Orly: Arrangement Actuator Modal ' Act, Qty. 1-1 2 156.000 72.000 DriV CC41.4FIL-0 MS4120F10D6 4 Total Oty: Total Number of Aduatola: 2 CAPS 420.1922 PfiGreenheck CAPSWENCO CAPS ,P08S4Erik Air" Tem Co.venj. Page 1 of :t [(Id Moore Engineering GroupPcf ) j\ _ C'%'. - 'd" -4-Lan. /41- -P 4 y t- , 4:...s- _ '�— - _, r -i' Cly °r I', 7 ' r f P=i ©Y 4c lir; `40137 jj 1 %JO f P�4 &i rt 44 /t , r4 { 5- = (5d,' ' tr (4.541„,-7.1 GI�� r -41 , 10 kiL� +r �s f17:76 I J i V J ('L L" Lr 3'4_++,� : ';� ,..rt 041 !? a 1 I = r I 4�.) _ _ __ 4 ! G i' �' r1 F PROJECT: iPVE LIT ENGR: \\( j DATE: V SCALE: r of -Prk -,r`er £+ ' 1 � 1^E�` i 4- (d'. 1 7 KT 2.4 `61 f), (�J 1-- 61.47 441 c - C ge f r •E � ti /_ 014„,,k (Aa! 2g' q 6Q t -t( _ 75 I n.-. 1' '17 / Lf "S 11 t' L L a 4 i Moore Engineering Group PROJECT: ENGR: DATE: '71971 SCALE: SHEET -r eL)pYi,`lc— 0;( c,( LP)(`le- •11 ef - 007 f 'C Y dylC ( &vc( .i, r) cur L7 Moore Engineering Group PROJECT: F- CP V ! z ENGR: V\Jjj DATE: 4 a/L.,;„ SCALE: SHEET Rachelle Ripley From: Ken Mason <KMason@hartung-glass.com> Sent: Thursday, February 23, 2017 11:40 AM To: Rachelle Ripley Subject: D16 - 0241 Work Cancelled Rachelle, I am writing this email to inform you that the work for permit D16 — 0241 has been cancelled. We will not be moving forward with this project. Thank You, Kenneth Mason Maintenance Manager Hartung Glass Industries 17830 West Valley Hwy Seattle, WA 98188 Phone: 425-656-2626 x140 Mobile: 253-370-3574 Fax: 425-656-2634 kmason@hartung-glass.com 1 2/1/2017 City of Tukwila Department of Community Development KEN MASON 17830 W VALLEY HWY TUKWILA, WA 98188 RE: Permit No. D16-0241 HARTUNG GLASS INDUSTRIES 17750 WEST VALLEY HWY Dear Permit Holder: Allan Ekberg, 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 3/13/2017. 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 3/13/2017, 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, Rachelle Ripley Permit Technician File No: D16-0241 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: D16-0241 DATE: 08/31/16 PROJECT NAME: HARTUNG GLASS INDUSTRIES SITE ADDRESS: 17750 WEST VALLEY HWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AV/ Bui ing Division Public Works I ► v►�-a�t-l(1 Fire Prevention Structural l,4 1114, NN(1•(4' Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 09/01/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 09/29/16 ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/21)13 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION , PERMIT NO: 1..f (G; (�, ( (4; STATE OF WASHINGTON) ) ss. COUNTY OF KING ke #3 to e_ - \ O4k...) , states as follows: [please print name] 111 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 11 , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. ((A Owner/Owner's Agent* Signed and sworn to before me this f NOTARY PUBLIC in and for the State of Washington Residing at Name as commissioned: My commission expires: , County (Cock [v- 18.27.090 Exemptions. The stration provisions of this chapter do not appl 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in-kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. . Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. GENERAL STRUCTURAL NOTES: 9. ROOF SHEATHING SHALL BE APA RATED, EXTERIOR OR EXPOSURE 1 PLYWOOD IN CONFOMANCE WITH IBC SECTION 2303.1.4. SHEATHING SHALL BE MANUFACTURED 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO UNDER THE PROVISION OF VOLUNTARY PRODUCT STANDARDS DOC PS 1-07, PS 2-04, OR APA PRP -108 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE THESE NOTES AND THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION. PANELS. NAIL TO STRUCTURE WITH 10d NAILS AT 6" ON -CENTER AROUND THE EDGE 2. DESIGN LOADING CRITERIA: AND 12" ON -CENTER IN THE FIELD. ROOF LIVE LOAD 25 PSF 10. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG- TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-2016. INSTALL MECHANICAL UNITS 716 POUNDS NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS EARTHQUAKE Bos = 0.904 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SITE CLASS D to E WIND 85 MPH, EXPOSURE B 11. SHEET METAL SCREWS SHALL CONFORM TO THE AMERICAN IRON AND STEEL 3. STRUCTURAL CALCULATIONS AND SKETCHES SHALL BE USED 1N CONJUNCTION INSTITUTE (AISI) "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL WITH MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR STRUCTURAL MEMBERS". SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL 12. WOOD SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.6.1. NOTIFY ENGINEER OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 13. BOLTS SHALL CONFORM TO ASTM A-307.APPROX. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING 14. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:cn CONSTRUCTION SHOWN ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN ON THE SKETCHES ARE BASED TYPE OF MEMBER ASTM SPECIFICATION Fy EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH A. CHANNELS A36 36 KSI THE CONDITIONS SHOWN ON THE SKETCHES, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO 15. CONNECT THE METAL CURBS TO THE ROOF STRUCTURE WITH #10 x 2" LONG WOOD COMMENCING ANY WORK. SCREWS AT 18" ON -CENTER MAXIMUM ON EACH SIDE OF THE CURB. PLACE THE FIRST SCREW AT 4" FROM EACH END OF THE CURB AND THE REMAINING SCREWS 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN EQUIDISTANT BETWEEN THE SCREWS AT EACH END. COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 16. CONNECT THE VENTS TO THE METAL CURB WITH #10 SHEET METAL SCREWS AT Al___I 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE MINIMUM OF 24" ON -CENTER ON EACH SIDE OF THE UNIT. PLACE ONE SCREW AT 4" METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED FOR THE FROM EACH CORNER OF THE UNIT AND THE REMAINING SCREWS EQUIDISTANCE COMPLETION OF THE WORK. BETWEEN THE SCREWS AT EACH CORNER. 7. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x MEMBERS) HEM -FIR NO. 2 Fb = 850 PSI, Fv.= 150 PSI JOISTS: (4x MEMBERS) HEM -FIR NO. 1 Fb = 975 PSI, Fv = 150 PSI 8. ENGINEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NER OR ICC- ES REPORT NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS SHALL BE MANUFACTURED WITH AN APPROVED ADHESIVE. BEAMS: TIMBER STRAND (LSL): Fb = 2,325 PSI, E = 788 KSI, Fv = 310 PSI N , a a. —Ar-- DATE: AUGUST 23, 2016 ( SCALE: AS NOTED EXIST. TUBE COLUMN APPROX. 2,, FOOTPRINT OF VENTS EXIST. SKYLIGHT —REMOVE C8x11.5 15/S1 i 71 / r—I 2x6 ® 24"oc W/ LUS26 HGRS. — EXIST. 0 4x14 —{ I�I m FOOTPRINT LJ Y2" O.S.B. Cx co X LUS46 HGRS. TYP. U.N.O. EXIST. 4x 14 15/51 °PP , LJ co x m m ci w OF BLOWER ROOM r-1�� �,,.-I—I LUS44 C8x1 1.5 I-I.,r� I LUS44 NOTCH 4x6 ® CHANNEL — (3) PLACES •� co 4 REMOVE EXIST. 2x4 SUBPURLINS AT ROOF SHEATHING U AT VENTS LJ co 't U414 HGR. S U414 HGR. LL LSL 3 y2x 14 _ LUS24 HGRS. AT EXIST. 2x4 SUBPURLINS, TYP. 14'-0" / 3'-4" S q VENT PARTIAL ROOF FRAMING PLAN � VENT ''' SCALE: 1/4"=1'-0" 1 0 1 1 1 2 1 3 'I 4 "--EXIST. 2x4 IL CHANNEL PER PLAN WASHERS 11 1 2 8" O BOLTS ©4"ATEA. END — 12"oc BETWEEN EXIST. (STAGGERED) SCALE: 1 y"=1'-0" 4x14 REVIEWED FOR PLIANCE CODE COMPPROVED' A sPp 0 8 2016 1 5 1 6 1 7 1 8 1 9 FILE COPY Permit . - ( City o ukwila i BUILDING DIVISION Plan review approval is subject Approval of construction documents the violation of any adopted code of approved Field Copy and conditions By: to errors and omissions. does not authorize or ordinance. Receipt is acknowledged: / U. --- Date: ' / 2 • 4, City of Tukwila RECEIVED BUILDING DIVISION CITY OF TUKWILA 2 9 2016 PERMITAUG CENTER REVISIONS No cmade e of workhanges withoutshallbe prior approvaltorthe of scop Tukwila Building Division. NOTE: Revisions will require a new plan submittal 1 and may include additional plan review fees. I # MOORE Engineering Group 21902 96th Avenue SE Snohomish, WA 98296 Phone: 206-909-7808 Y 0 0 0 0 N V W Z GENERAL STRUCTURAL PLAN & DETAI PROJECT NO. M16-054 PERMIT SET REVISIONS : C SHEET NO. S 1 1 OF: 1 DRAWN BY : LMH DATE: AUGUST 23, 2016 COMPUTER FILE : SCALE: AS NOTED SHEET NO. S 1 1 OF: 1