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Permit D15-0174 - WELLS FARGO - WINDOWS
NVE S FARGO 6835 S 180 ST D15-0174 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: htti)://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 3623049094 Address: 6835 S 180TH ST Project Name: WELLS FARGO Owner: Name: WELLS FARGO BANK Address: PO BOX 2609 C/O THOMSON PROPERTY TAX, CARLSBAD, WA, 92018 Contact Person: Name: JERIMY HABEGER Address: 14432 SE EASTGATE WAY, BELLEVUE, WA, 98007 Contractor: Name: SWINERTON BUILDERS Address: 260 TOWNSEND ST, SAN FRANCISCO, CA, 94107-1790 License No: SWINEB*992DR Lender: Name: WELLS FARGO Address: 18035 SPERRY DR, TUKWILA, WA, 98188 DESCRIPTION OF WORK: INSTALL 6 NEW WINDOWS Permit Number: D15-0174 Issue Date: 7/22/2015 Permit Expires On: 1/18/2016 Phone: (206) 718-6482 Phone: (415) 984-1248 Expiration Date: 12/28/2016 Project Valuation: $105,000.00 Fees Collected: $2,646.48 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIA Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan neIization/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: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: Date: 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 peAig es not presume to give authority to violate or cancel the provisions of any other state or local laws regonstruction or the performance ofw I am authorized to sign and obtain this development permit aa to the conditions attached to thi per it. Signature: Print Name: ,r l -c Date: 7 - 2-2-- 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 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 inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: 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. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: 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. 11: No heavy equipment or debris is to be placed in the critical root zone (which is the area between the street curb and the east building wall. 12: Any water or other liquid from cutting equipment is not to be drained into the tree critical root zone. 13: No trimming or limbing up of trees is permitted without prior approval of City. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0409 FRAMING 0606 GLAZING 4046 SI-EPDXY/EXP CONC 4026 SI-STRUCT STEEL 0601 WALL INSULATION CITY OF TUKw_—A Community Development Department • Public {Works Department • Permit Center 6300 Soulhcenter Blvd., Suite 100 Tulnvila, I41A 98188 http://www.TukwilaWA.gov SITE LOCATION Building Permit No. DISC OU Project No. /� Date Application Accepted: ++ ' ! "{ Date Application Expires: 4 01 iv use 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" W5G I W ✓T King Co Assessor's Tax No.: 362304-9094 Site Address: 18035 Sperry Drive, Tukwila, WA 98188 Suite Number: N/A Floor: 1 Tenant Name: Wells Fargo New Tenant: ❑ .....Yes ®..No PROPERTY OWNER Name: Wells Fargo Address: 1.8035 Sperry Drive rity. Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Jerimy Habeger Address: 14432 SE Eastgate Way City: Bellevue State: WA Zip: 98007 Phone: (206) 718-6482 Fax: (425) 283-5291 Email: jhabeger@swinerton.com GENERAL CONTRACTOR INFORMATION Company Name: Swinerton Builders Address: 14432 SE Eastgate Way City: Bellevue State: WA Zip: 98007 Phone: (425) 283-5290 Fax: (425) 283-5291 Contr Reg No.: 169,304-03 Exp Date: 12/28/2015 Tukwila Business License No.: 0996241 ARCHITECT OF RECORD Company Name: Ankrom Moisan Architects Architect Name: Rachel Weigelt Address: 117 South Main Street, Suite 400 City: Seattle State: WA Zip: 98104 Phone: (206) 576-1600 Fax: Email: rachelw@ankrommoisan.com ENGINEER OF RECORD Company Name: pCS Structural Solutions Engineer Name: Jason Collins Address: 811 First Ave, Suite 620 City: Seattle State: WA Zip: 98007 Phone: (206) 292-5076 Fax: Email: jacollins@pcs-structural.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Wells Fargo Address: 18035 Sperry Drive City: Tukwila State: WA Zip: 98188 H:\Applicat ionsTornts-Applications On Line\201 I ApplicationmPennit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Pagel of 4 BUILDING PERMIT INFORMATIOi 06-431-3670 1 Valuation of Project (contractor's bid price): $ 105,000 Existing Building Valuation: $ 10,000,000 Describe the scope of work (please provide detailed information): Installation of 6 new Windows Will there be new rack storage? ❑..... Yes V.. 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 1" Floor 20,250 0 0 0 11A 2" Floor 3 rd 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 fl): 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? El ....... Yes Z....... No If "yes", FIRE PROTECTION/HAZARDOUS MATERIALS: 7 ....... Sprinklers ❑....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes ❑ .......No If "yes', attach list of materials and storage locations on a separate 8-I/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. HAApplicat ionsTorms-Applicat ions On Line\2011 ApplicationsTermit Application Revised - 8-9-1 I.docz Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFOI ATION — 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 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided 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 at) ® ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... " ❑ ...Temporary Water Meter Size.. " ❑ ...Water Only Meter Size............ " ❑ ...Sewer Main Extension.............Public ❑ ❑ ...Water Main Extension.............Public ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: WO# WO# WO# Private ❑ Private ❑ ❑ .. Grease interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑... Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Day Tel Mailing Address: HaApplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 5-9-1 I.docx Revised: August 2011 bh City State Zip State Zip 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. Date: —114 /// S Print Name: ( A2 d r F � �� Day Telephone: Zt Z —Z2 Mailing Address: C q 61> z �� 5� �a �P �2 %�yc, wA City State Zip H:\Applications\Forms-Applications On Line\2011 ApplicationsTennit Application Revised - 8-9-1 I.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS• PermitTRAK QUANTITY PAID $1,636.31 D15-0174 Address: 6835 S 180TH ST Apn: 3623049094 $1,636.31 DEVELOPMENT $1,558.60 PERMIT FEE R000.322.100.00.00 0.00 $1,554.10 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $77.71 TECHNOLOGY FEE TOTAL R000.322.900.04.00 0.00 $77.71 Date Paid: Wednesday, July 22, 2015 Paid By: DAVID WORLEY Pay Method: CREDIT CARD 01819E Printed: Wednesday, July 22, 2015 1:35 PM 1 of 1 LJ�' I�%.� SY57FM5 Date Paid: Thursday, July 09, 2015 Paid By: CONNOR FARRELL Pay Method: CREDIT CARD 006161 Printed: Thursday, July 09, 2015 3:15 PM 1 of 1 -• RWSY57EM5 69 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Ins ection' Address: 60z� '5 /50A.5-r Date Called: &- - Special Instructions: rj P� Date Wanted: a.m. p.m. Requester: Phone No: Corrections required prior to approval. ®�4pp�oved per applicable codes. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ,(f 7 INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj+ect:� Type of Inspe 'Qn I Address: � � Date Called: Special Instructi s: Date Wanted: a.m. m. Requester: 0 Phone No: G '707i�� © Approved per applicable codes. LJ Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1NSPEi Retain a PECTION NO. �C MON RECORD copy with permit pis-�i7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: r ( Type. o/f` Ins ecti n: P Address: 6 0 tA J0 R /60 Date Calle : Special Instructions: �- Date Wan a.m. �3 p.m. Requester: c>h-g-d Phone 1g6 —76 7 —z,-T 6 f� Inspector: On DateLO-2q;- ('j— ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD _ Retain a copy with permit�� l 1775PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ject: vok Type.gLf Inspection: Ad re�ss:� t,�e Date Called: Special Instructions: W4 U/qG/ c� Date Wanted: _ a.m. 49 '" 0 /T p.m. iRecfuester: Ph ne No: Approved per applicable codes. Corrections required prior to approval. M lD IVI i Inspector: v ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD -Pf� 0 ( ,7 ` � � 1 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ec `l l Q Tv of Ispection, Address: So Date Called: Special Instructions: Date Wan f a.m. p.m. Requ ster- !� 0 Phone No: (Inspector: IDate q — / 6 — l T— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. lr INSPECTION RECORD 1-7/'5. 01 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project, Type Inspection: � Address: f ref Date Called: Special Instructions: it✓� Date Wa ted• a.m. �"��— �1 p.m. Requester: Phone No: IInspector: � (oatec/—r 1 `-' (5-- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Page 1 of l WA��M&Associates, I nc. Geotechnical Engineering e Environmental Engineering Construction Testing and Inspection DATE: 10/21 /2015 Field Report NO.: 06615266DFR10212015JT Set Count: CONTRACTOR: PROJECT #: 06615266 PERMIT #: D15-0174 PROJECT: WELLS FARGO TUKWILA INSPECTOR: Jeffrey Tuttle LOCATION: 18035 SPERRY DRIVE, TUKWILA JURISDICTION: KA P.M.: BILL WEATHER: OVERCAST TEMP: 50 KRAZAN & ASSOC. REPRESENTITIVE ARRIVED ON SITE AS REQUESTED. REVIEWED GENERAL NOTES AND DRAWING S 1.0 DETIAL FOR WELD SIZE AND LOCATION. VISUAL WELD INSPECTION WAS PERFORMED AT 16 LOCATIONS ON 2EA VIRTICAL COLUMNS OF WEST WALL. PER AWSD1.1. ALSO OBSERVE ANCHOR EPDXY AT SIXTEEN LOCATIONS ON 2EA VERTICAL COLUMNS OF WEST WALL. PER DRAWING S1.0. OBSERVE AND VERIFY HOLE SIZE AND HOLE LOCATION. OBSREVE AND VERIFY HOLES FOR CLEANLINESS AND EMBEDEMENT DEPTH. SIMPSON SET-XP ANCHOR EPDXY. OBSERVE ANCHOR INSTALLATION. ALL WORK CPOMPLIES WITH DRAWING SPECIFISATIONS. 0a 8. P IRMIT CENTER Reviewed By: ASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. -Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prq)ared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraran & Associates. This report indicates our inspectors observation and testing results based on site conditions, and contractor activities, lids information is subject to review prior to final submittal. By signing this report. our inspector does not accept responsibility for validity of resulls. The same infortllation has been provided by other on site. NON-RESIDENTIAL FENESTRATION CALCULATION REPORT / BID REPORT ACCORDING TO NFRC CMA PROCEDURES — NFRC STANDARD SIZE NOTE. This is NOT an NFRC Label Certificate. This document can NOT be used in place of NFRC Label Certificate and can be used only for Bid and Design Purpo�s,es-),) PRODUCT LISTING: Performanc"e,at NFI.C'S'tandard ID Name Framing Ref Glazing Ref 'S acei Ret U SHGC VT / Btu/h-ftz-F - - P-ARA-10904 TC670 SB60_argon 1 A-ARA-1245 GA-PPG�04 SA- S 2998 0.37 0.34 0.61 FRAME, GLAZING and SI�ACER ASSEMBLIES: GLAZING LISTING: Glazing Ref I Su tier ID R_ v�\�-/ Descri ,troii" % GA-PPG-44041 PPG Industries ar w/ S660 :2 .5`Argon 6mm Clear SPACER LISTING:) ,/` �"�j Spacer Ref Su tier ID / \ " v/ escri tion SA-BSP-2998 Best Spacers, Inc. �-. \\ v Arca `' validation Al-S FRAMING LISTING: «S� I Framing Ref Su lier ID \ e cri tion .. FA-ARA-12451 Arcadia Inc i U 2e250' x-6" th ' al) Offset GI NON-RESIDENTIAL F BID REPORT ACCOR ACTUAL PRODUCT S PRODUCT LISTING:\U�()) ON CALC,ULATIO //REPORT / JUL 9 2U15 `^ SRC CMAiPROC 11RFS PERMIT CENTER �'� Fenestration Performance /~\ at Actual Size's ID Qty TotihArea) ,2 Name //' ; JtnergyPlus Report File Width Height U SHGC VT v in. in. Btu/h-ft } r,..,■n2 T � 2+ - - P-ARA-1 `�1 `� `� - �62001 \ l TC670 SB60argon 78.74 78.74 0.37 0.34 0.61 0904 ,, � -- ^ 1_� , Individua`1 product perfomiance at actual size is listed in the above table and has been determined in accordance with owo;i er `the actual size performance calculations above are for information purposes and use in lcu tions-nd energy simulation programs. VE L 170'f W(LDof U ING DIVI ON t Page 1 of 1 I :+ apcs Structural Solutions t Seattle 811 First Avenue, Suite 620 • Seattle, WA 98104 • tei: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.3832797 WED FOR 1E CQMPLIANCE ASP OVER JUL 17 2015 offukvft YG DIVISION vwvw.pcs-structural.com 5TRUGTURA1. CALGULATION5 FOR Y4ELL5 FARGO ADMIN BUILDING RENTON, YVA5HINGTON PREPARED BY P05 5TRUGTURAL 50LIMION5 APRIL 25, 2014 14-116 RECE,iVED CITY OF TUKWILA JUL 0 9.2015 PERMIT CENTER D15-d1��- Project Wells Fargo Admin Bldg Job Number: 14-116 Sheet: of Name: Jc Structural Solutions Originating Oflicc: 2 Seattle El Tacoma Date: 04124/14 DESIGN CRITERIA CHECKLIST CODE: [BC 2012, ASCE 7-10 LOCATION. Tukwila, WA CONSTRUCTION REQUIREMENTS BUILDING TYPE: Fo"':8 SPRINKLFRF..D? ns FIRE RATING: • SPRINKLER SUBSTITUTED FOR FIRE RATING? I NO • VERTICAL DESIGN CRITERIA DEAD LIVE PARTITION CONCENTRATED ROOF: 15 PSF 25 PSF WIND DESIGN CRITERIA BASIC WIND SPEED (V) �io MPH • RISK CATEGORY: 11 •. EXPOSURE CATEGORY: s TOPOGRAPHIC FACTOR (K„): 1,0 MEAN ROOF HEIGHT: 15 Fr • ROOF SLOPE (_:12): 0.25:12 0 (degrees): 1.19 (Per ASCE 7-10 Sec. 26.5.1, Fig; 26-5-1 A; I B & IC, or as required by Bldg Dept.) (Per ASCE 7-10 Table 1.5-1 & IBC Table 1604,5) (Per ACSE 7-10 Section 26.7,3) (Per ASCF, 7-10 Section 26.8,1) (See ASCE 7-10 Section 26.2 - Definitions) (Enter vertical rise in 12 horizontal twits) SEISMIC DESIGN CRITERIA RISK CATEGORY: I & II w (Per ASCE 7-10 Table 1.5-1 & IBC Table 1604.5) SITE CLASS: D . (Per IBC Section 1613.3.2, Assumed as "D" or per Creolech,) IMPORTANCE FACTOR (I0: 1 1 (Per ASCE 7-10 Table 1.5-2) STRUCTURAL SYSTEM (R): $ (Per ASCE 7-10 Table 12.2-1) OVERSTRENGTH FACTOR (52e): 2.0 (Per ASCE 7-10 Table 122-1) INFORMATION BELOW FROM "EARTHQUAKE SPECTRAL RESPONSE ACCELERATION MAPS" PER USGS LATITUDE: 47.441 Ss = 1.426 F.=1 1.00 LONGITUDE:-122.248 SI-1 0.797 F,, =1 1.50 DEFLECTION CRITERIA FLOOR (LIVE): E/ 48061 + ROOF (LIVE): L/ 360 FLOOR (TOTAL): U` 480 ROOF (TOTAL): L/ 240 WALLS: UI 240 w SPECIAL: L./ �_.__..._.... = . SOIL DESIGN CRITERIA REPORT: No BEARING: N/A ACTIVE: N/A PASSIVE: N/A COEFFICIENT OF FRICTION: N/A PILE TYPE: NONE VERTICAL CAPACITY= N/A UPLIFT CAPACITY = N/A MINIMUM FOOTING DIMENSIONS: CONTINUOUS: N/A SPREAD: N/A FROST DEPTH: N/A LATERAL CAPACITY = N/A SIZE = N/A Design Criteria - IBC2012 - Revised 09/21/12 PCS Design Criteria - IBC 2012xls(D1) ■3 Project: Wells F.?ar�1go Admin Bldg Job Number. 14-116 PCS Sheer of Name: Jc Structural Solutions ❑seatne ' eco Originating Office: Date: 04/24/14 DESIGN CRITERIA - SEISMIC ASCE 7-10 SECTION 12.8 - EQUIVALENT LATERAL FORCE PROCEDURE OCCUPANCY CATEGORY: I & II LATITUDE: 47.441 SITE CLASS: D LONGITUDE: -122.248 IMPORTANCE FACTOR (IE): 1 Ss = 1.426 STRUCTURAL SYSTEM (R): 5 S, = 0.797 OVERSTRENGTH FACTOR (Q.): 2 Fa= I F,. = 1.5 ASCE 7-10 SECTION 11.4 SEISMIC GROUND MOTION VALUES Section 11.4.3 - Adjusted Maximum Considered Earthquake Spectral Response Acceleration Parameters SMs = Fe*Ss = 1.426 SM, = F,.*S, = 1.196 Section 11.4.4 - Design Spectral Response Acceleration Parameters Sns = 2/3*SMs = 0.951 So, = 2/3*SM, = 0.797 ASCE 7-10 SECTION 11.6 - SEISMIC DESIGN CATEGORY - SECTION 12.8.2 - PERIOD DETERMINATION ASCE 7-10 TABLE 11.6-1 SEISMIC DESIGN CATEGORY BASED ON Sos RISK CATEGORY: I & II III IV < 0. 167g A A A < 0.33g B B C < 0.50g C C D >= 0.50g E E F E ASCE 7-10 TABLE 11.6-2 SEISMIC DESIGN CATEGORY BASED ON So, RISK CATEGORY: I & II III 1V < 0.067g A A A <0.133g B B C <0.20g C C D >= 0.20g E IF.. F E ASCE 7-10 SECTION 12.8.1.1 - SEISMIC RESPONSE COEFFICIENT GENERAL EQUATION: MAXIMUM: MINIMUM: Cs = Sns/(R/I) = 0.190 Cs = Sn,/(T*(R/1)) = 1.046 Cs = 0.044*Sos*l > 0.01 = 0.042 For structures located where S I > 0.6g Cs = 0.5*S,/(R/I) = 0.1 Each building and structure shall be assigned to the most severe Seismic Design Category in accordance with Table 11.6-1 or Table 11.6-2, irrespective of the fundamental period of vibration of the structure. PERIOD DETERMINATION- C, = 0.02 h = 15 FT X = 0.75 T. = C,*h " = 0.152 <--CONTROLS EQ.12.8-2 EQ. 12.8-3 EQ- 12.8-5 EQ. 12.8-6 ASCE, 7-10 SECTION 12.8.1 - SEISMIC BASE SHEAR V = Cs*W = 0.190*W W the total dead load and applicable portion of other l�7� indicated in Section 12.7.2 Design Criteria - IBC2012 - Revised 09/21/12 PCS Design Criteria - IBC 2012.xls(L2) Design Maps Summary Report 3 Page 1 of 2 MUM Design Maps Summary Report User —Specified Input Report Title Wells Fargo Admin Bldg Thu April 24, 2014 15:24:43 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.4410N, 122.248°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III r j Nahaanr"Yap0gEnd3�44� O rashon TRAMP PIARBOR o j Tc�Etw�iEa 'enton I Butter + SeaTOY ir, 4$9 OCte Win, malaquest � Kent !la 020241 !-, m MaPQuest USGS—Provided Output SS = 1.426 g S.S = 1.426 g S., = 0.951 g S, = 0.531 g SM, = 0.797 g So, = 0.531 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 NEHRV building code reference document. MCE„ Response Spectrum 1i.55 1.50 2.35 1..0 . 1.05 0,40 0.45 a.ao a.1 s 0.00 k :0 0 0 ea 40 0 0 80 3 00 1 ?0 1 40 1 51 20 46 Period, T {sec} 0- AM ERICA Design Response Spectrum a is 00 i 90 090 070 Q� 0.G0 k 50 n;0 u �r� L.10 ^ 01) 0 Cn 0 ,G 0 i0 0 0 0 60 LU t 1-� ! 40 S C0 ; g0 p0 Period, T (sec) http://ehp2-earthquake.wr.usg s. gov/desigrunaps/us/summary.php?template=minimal&latit... 4/24/2014 Job Number: 14-116 Z�A�' St turni Solutions Project: Wells Fargo Admin Bldg Sheet: of Name: Jc I WC Originating Office: ❑ Seattle Tacoma Date: 04/24/14 DESIGN CRITERIA - WIND BASIC WIND SPEED (V): 110 MPH MEAN ROOF HEIGHT: 15 FT RISK CATEGORY: II ROOF SLOPE (_:12): 0.3:12 EXPOSURE CATEGORY: B 0 (degrees): 1.19 TOPOGRAPHIC FACTOR (Kt): 1.0 ASCE 7-10 CHAPTER 28.5 PART 2: ENCLOSED SIMPLE DIAPHRAGM LOW RISE BUILDINGS W/ H<60 FT ASCE 7-10 FIG. 28.6-1 - MAIN WIND FORCE RESISTING SYSTEM - DESIGN WIND PRESSURES - METHOD 2 HORIZONTAL PRESSURES ZONE: A B C D - - CASE 1: 19.20 -10,00 12.70 -5.90 - CASE 2: N/A N/A N/A N/A - - VERTICAL PRESSURES ZONE: F_ F G H EoH Got+ CASE 1: -23.10 -13.10 -16.00 -10,10 -32.30 -25.30 CASE 2: N/A N/A N/A N/A N/A N/A ASCE 7-10 CH 28.5 PART 2: ENCLOSED LOW RISE BUILDINGS (SIMPLIFIED) W/ H<60 FT ASCE 7-10 FIGURE 30.5-1 - COMPONENTS AND CLADDING - DESIGN WIND PRESSURES - METHOD 1 ROOF SURFACES Effective Wind Area POSITIVE PRESSURES NEGATIVE PRESSURES ZONE 1 2 3 1 2 3 10 SF 8.9 8.9 8.9 -21.8 -36.5 -55.0 20 SF 8.3 8.3 8.3 -21.2 -32.6 -45.5 50 SF 7.6 7.6 7.6 -20.5 -27.5 -33.1 100 SF 7.0 7.0 7.0 -19.9 -23.6 -23.6 WALL SURFACES & ROOF OVERHANGS Effective Wind Area POSITIVE PRESSURES NEGATIVE PRESSURES T ROOF OVERHANGS ZONE, 4 5 4 5 2 3 10 SF 21.8 21.8 -23.6 -29.1 -31.4 -51.6 20 SF 20.8 20.8 -22.6 -27.2 -30.8 -40.5 50 SF 1 19.5 19.5 -21.3 -24.6 -30.1 -25.9 100 SF 1 18.5 18.5 -20.4 -22.6 -29.5 -14.8 500 SF 1 16.2 16.2 -18.1 -18.1 0.0 0.0 ASCE 7-10 SECTION 28.6.4 & SECTION 30.2.2 - MINIMUM PRESSURES MAIN WIND FORCE RESISTING SYSTEM - MINIMUM PRESSURES (ENVELOPE PROCEDURE) The load effects of the design wind pressures from ASCE 7-10 Section 28.6.3 shall not be less than the ASCE 7-10 28.6.4 minimum load defined by assuming the pressures, %, for Zones A and C equal to +16.0 psf, Zones B and D equal to +8 psf, while assuming Zones E, F, G, and H all equal to 0 psf. COMPONENTS AND CLADDING - MINIMUM PRESSURES ASCE 7-10 30.2.2 The design wind pressure for components and caldding of buildings shall not be less than a net pressure of 16 psf acting in either direction normal of the surface. Design Criteria - ISC2012 - Revised 09/21/12 PCS Design Criteria - IBC 2012.xis(L1A(METHODI)) Project: Wells Fargo Admin Bldg Job Number: 14-116 ExShect: of Name: Jc PUS Structural Solutions Originating Office: ❑Seattle 0Tacoma Date: 04/24/14 DESIGN CRITERIA - WIND FIGURE 28.6-1, ASCE 7-10 Main Wind Force Resisting System — Method 2 h S 60 ft. Figure 28.6-1 Design Wind Pressures Walls &Roofs Enclosed Buildings rl 0 F d tt w, Q ✓" 0 O t O ' w�a 0 45 ; Case A Get d Case 6 Notes: 1. Pressures shown are applied to the horizontal and vertical projections, for exposure B, at h=30 ft (9.1 m). Adjust to other exposures and heights with adj ustment factor X. 2. The load patterns shown shall be applied to each corner of the building in turn as the reference comer. (See Figure 28.4-1) 3. For Case B use B = 0 4. Load cases 1 and 2 must be checked for 25° < B <_ 45'. Load case 2 at 251 is provided only for interpolation between 25' and 30°. 5. Plus and minus signs signify pressures acting toward and away from the projected surfaces, respectively. 6. For roorslopes other than those shown, linear interpolation is permitted. 7. The total horizontal load shall not be less than that determined by asswuing ps = 0 in zones B & D. 8. Where zone E or G falls on a roof overhang on the windward side of the buildiug, use Eoa and Goir for the pressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. 9. Notation: ar 10 percent -of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h.-. Mean roof height, in feet (meters), except that eave height shall be used for roof angles <10°. 0.., Angle ofplane of roof from horizontal, in degrees. Design Criteria - IBC2012 - Revised 09/21 /12 PCs Design Criteria - IBC 2012.xls(L1 B) a PC S-- Structural Solutions Project: Wells Fargo Admin Bldg rg Sheet: V of DESIGN CRITERIA - WIND I`ICURE 30.5-1, ASCE 7-10 Enclosed Flat Roof Job Number: 14.116 Name: Jc Originating Office: ❑ Seattle P) Tacoma Date: 04/24/14 Gable Roof (8 <_ 7°) interior Zones Rods -Zone 11 Walls • Zane 4 Pressures h 5 60 ft. Walls & Roofs Hip Roof (70 < 9 <_ 270) Gable Roof (70 < 9<_ 450) End Zones Rook -2ono V Wade - Zone 5 . Corner Zones Rook -Zone J Notes: 1. Pressures shown are applied normal to the surface, for exposure B, at h=30 ft (9,1 m). Adjust to other conditions using Equation 30.5-1. 2. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 3. For hip roofs with 0 5 250, Zone 3 shall be treated as Zone 2. 4. For effective wind areas hetwcen those given, value may be interpolated, otherwise use the value associated with the lower effective wind area. 5. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but nel less than either 4% of least horizontal dimension or 3 n (0.9 m). b: Mean roof height, in feet (meters), except that eave height shall be used for roof angles <10°. Angle of plane of roof from horizontal, in degrees. Design Criteria - IBC2012 - Revised 09/21/12 PCs Design Criteria - IBC 2012.xis(L1 C) Project: US"S FA'& (-0 Q R'-IXA! Job No:. 14 -�Zpcs Subject: Sheet Name: Ae- 1/ Structural Solutions Originating Office: Seattle ❑ Tacoma Date: 41,24- 1 ¢ CZMrC_&- GHCc rL- 5 essn r c �,a• � 15 PSt= x Isf /)c 13s V a �S �•/ ♦ %rJ aF x $ X Z(14-t "fI'sz- . i�'o(6371c� C~A":$ al k �'-- GoNT eon. S' k- 5a.44tL s re_rts'5 r nt s jc1 r C. v P /C, Jr) f.t r v ~I:F4DO«ps � v r Seattle 1811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 www.pcs-structural.com Tacoma 1 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Project: `^'`� F�Job No: 14-116 Subject: Sheet Name: Structural Solutions Originating Office: Seattle Tacoma Date: �24� $-rApsi c.. A&CKS — ,SEIt-thy AS -34 At a lefsSw�F� a. s ' y 51'; 7JeCk �.,�tc lfsFP s,�o aQ e*%. 6o SF . c✓= 2h3rS.�C r U0 Seattle 1 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292,5076 m Tacoa 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 1151= NSS Q�cgx�Z _ m )1.94••`- www. pcs-strttcturaLcom PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0174 PROJECT NAME: WELLS FARGO SITE ADDRESS: 6835 S 180TH ST X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division ❑ Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 07/10/15 1 Revision # before Permit Issued Revision # after Permit Issued AY� 10//4- Cv- *0(, Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DATE: 07/14/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/11/15 Approved Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 SWINERTON BUILDERS Page 1 of 5 Home; Ihicio em Espanol Contact Safety Washington State Department of Labor & Industries SWINERTON BUILDERS Owner or tradesperson Principals RAFFERTY, GARY JOSEPH, PRESIDENT SCHOWALTER, LINDA GERTRUDE, VICE PRESIDENT FOELLMER, JR, FRANK, VICE PRESIDENT ADAIR, DONALD DEAN, VICE PRESIDENT FOSTER, ERIC MICHAEL, VICE PRESIDENT HOLDEN, ANDREW C, VICE PRESIDENT RE, MICHAEL, VICE PRESIDENT MANNING, DAVID R (End: 01 /01 /1980) GRUBB, DAVID H, CHIEF EXECUTIVE OFFICER (End: 03/04/2004) RECOB, JEFFREY D, VICE PRESIDENT (End: 08/05/2005) URRUTIA, JOSE, R, VICE PRESIDENT (End: 08/05/2005) FOELLMER, FRANK JR, VICE PRESIDENT (End: 08/05/2005) HOLDEN, ANDREW C, VICE PRESIDENT (End: 08/05/2005) ADAIR, DONALD D, VICE PRESIDENT (End: 08/05/2005) BEYER, DANIEL B, VICE PRESIDENT (End: 08/05/2005) DAY, CHRISTOPHER J, VICE PRESIDENT (End: 08/05/2005) HOOPES, JEFFREY C, VICE PRESIDENT (End: 08/05/2005) RAFERTY, GARY J, VICE PRESIDENT (End: 08/05/2005) SCHNELL, KEITH T, VICE PRESIDENT (End: 08/05/2005) FOSTER, ERIC M, VICE PRESIDENT (End: 08/05/2005) BERNICA, MICHAEL F, VICE PRESIDENT (End: 08/05/2005) OTT, KEVIN L, VICE PRESIDENT (End: 08/05/2005) ELSEA, GREGORY A, VICE PRESIDENT (End: 08/05/2005) Search L&I I ^- I If I A-% Index Help My Secure 1. 'I Claims & Insurance Workplace Rights Trades & Licensing 260 TOWNSEND ST SAN FRANCISCO, CA94107-1790 415-984-1248 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 7/22/2015 SWINERTON BUILDERS DYSART, W J "JACK", VICE PRESIDENT (End: 08/05/2005) WHALEY, KURT D, VICE PRESIDENT (End: 08/05/2005) SCHOWALTER, LINDA GERTRUDE, VICE PRESIDENT (End: 08/05/2005) CATEL, MARK S, SECRETARY (End: 08/05/2005) SWINERTON, W A, VICE PRESIDENT (End: 08/29/1988) ELSNER, PAUL A, VICE PRESIDENT (End: 10/02/1991) SWINERTON, JAMES B, VICE PRESIDENT (End: 11/30/1997) CAPENER, JOHN T, PRESIDENT (End: 12/07/2012) HIGGINS JR, DAVID M, PRESIDENT (End: 12/07/2012) SUNDGREN, DONALD ERIC, PRESIDENT (End: 12/07/2012) ARGILLA, LUKE P, VICE PRESIDENT (End: 12/07/2012) KUFFNER, CHARLES P, VICE PRESIDENT (End: 12/07/2012) MARKS, GORDON W, VICE PRESIDENT (End: 12/07/2012) VANDERBERG, ROBERT P, VICE PRESIDENT (End: 12/07/2012) BLANKE, EDWARD E, VICE PRESIDENT (End: 12/07/2012) WILLIAM, JOHN D, VICE PRESIDENT (End: 12/07/2012) PEARSON, LINDA T, VICE PRESIDENT (End: 12/07/2012) JOHNSON, STEVEN L, VICE PRESIDENT (End: 12/07/2012) CALLIS, DAVID C, VICE PRESIDENT (End: 12/07/2012) EHARA, GEORGE S, VICE PRESIDENT (End: 12/07/2012) ATKINSON, KERRY M, VICE PRESIDENT (End: 12/07/2012) WILLIAMSON, GEORGE A, VICE PRESIDENT (End: 12/07/2012) SOTEROPULOS, GUST D, VICE PRESIDENT (End: 12/07/2012) KIMBERLY, D G, VICE PRESIDENT (End: 12/07/2012) FARRELL, JAMES E, VICE PRESIDENT (End: 12/07/2012) PAYNE, MARK E, VICE PRESIDENT (End: 12/07/2012) Page 2 of 5 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 7/22/2015 SWINERTON BUILDERS WERMERSKIRCHEN, DAVID L, VICE PRESIDENT (End: 12/07/2012) STEVENSON, IVAN G, VICE PRESIDENT (End: 12/07/2012) SCHNELL, KEITH T, VICE PRESIDENT (End: 12/07/2012) HADLER, STANISLAW WACLAW, VICE PRESIDENT (End: 12/07/2012) EHARA, GEORGE S, VICE PRESIDENT (End: 12/07/2012) MONTOYA, RONALD ANTHONY, VICE PRESIDENT (End: 12/07/2012) RECOB, JEFFRY D, VICE PRESIDENT (End: 12/07/2012) MURPHY, SHERRIANN, SECRETARY (End: 12/07/2012) CHAPMAN, JOHN BRYAN, SECRETARY (End: 12/07/2012) GRAY, LYN M, SECRETARY (End: 12/07/2012) MOY, RODNEY R, SECRETARY (End: 12/07/2012) GILLETE, JAMES R, CHIEF EXECUTIVE OFFICER (End: 12/07/2012) BRINKHOFF, RANDALL DEAN, CHIEF FINANCIAL OFFICER (End: 12/07/2012) SMITH, HOWARD, VICE PRESIDENT (End: 12/1511995) DUGGAN, LAWRENCE J, VICE PRESIDENT (End:12/31/1998) Doing business as SWINERTON BUILDERS License WA UBI No. 409 013 296 Business type Corporation 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. SWINEB*992DR Effective — expiration 03/19/2001-12/2812016 Bond ................ LIBERTY MUTUAL INS CO $12,000.00 Bond account no. 070002363 Received by L&I Effective date 05/16/2005 04/16/2005 Expiration date Until Canceled Page 3 of 5 Insurance ............................. Westchester Fire Insurance Com $2,000,000.00 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB * 992DR&SAW= 7/22/2015 SWINERTON BUILDERS Page 4of5 Policy no. ' a24306549004 Received by L&I Effective date 07120m016 08m11201* Expiration date oxm1/2o10 ------......... ........ ..... Liberty Mutual Mvtuv|Fire Insurance ... --'---`---__-------------'-' -'—''' *1.000.000.00 Policy no. Wx2660066*93015 Received »vLm| Effective date 07m012015 08m11201* Expiration date 0810112016 ._ ... ... ����������������� Liberty Mutual Fire Insurance $2,000,000.00 Policy no. Ao2661066493025 Received uvL&| Effective date 0712012015 081011201* Expiration date oom1ao1V Liberty Mutual Fire Insurance $1.000.000.00 pvnoynv. smmooa*000x Received uvLm Effective date 07/2812014 08m1m01* Expiration date oom1/xn1u Westchester Fire Insurance uvm ... ..... ........ ..... ...... s1.000.000.00 Policy no. m2*306649002 Received uvLu| Effective date 07131u01* 0810112013 Expiration date oum1mo10 -----------------------'------' Liberty Mutual Fire Insurance ------'------'----- s1,000,000z0 Policy no. WA2-66o-066*93-013 Received uyLu| Effective date 07131m01* 08m1m013 Expiration date oum1/2o1s Insurance history No savings accounts during the previous wyear period. Lawsuits against the bond or savings Cause no. Dismissed Complaint filed ov Complaint against uovu($orsavings nuLSTRUCTURAL INC ur000uuoo Complaint date Complaint amount * h�no://gcoure.}zi.vvu.gov/vcrif«/Dctoil.umpx?]]�l=40u0l32g6��llC~~S��l��BD 997IJR& SAW= 7/22/2015 SWINERTON BUILDERS Page 5 of 5 04126/2012 $0.00 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts ........................... I-- ................. L&I Account ID Account is current. 169,304-03 ................................ Doing business as SWINERTON BUILDERS Estimated workers reported Quarter 1 of Year 2015 "51 to 75 Workers" L&I account representative TO 1 KRISTINE HATHAWAY (360)902-4811 - Email: HATK235@lni.wa.gov Track this contractor 00, Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Citation issue date 11127/2013 No violations Inspection no. 316906718 Location 1224 NE 8th St. Bellevue, WA 98005 @ Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 7/22/2015 i PROJECT TEAM OWNER vveiis f-argo OWNER'S REPRESENTATIVE Wells Fargo 18035 Sperry Drive Tukwila, WA98188 Peter McQuillan, Project Manager peter.j.mcquillan@wellsfargo.com ARCHITECT Ankrom Moisan Architects Tukwila Business License #BUS-0995511 U B I : 602581381 117 S. Main St, Suite 400 Seattle, WA 98104 Rachel Weigelt, Project Manager rachelw@ankrommoisan.c,om Architect of Record: Dave Heater STRUCTURAL PCS Structural Solutions 811 First Ave, Suite 620 Seattle, WA 98104 Jason Collins, Project Manager jacollins@pcs-structural.com ENERGY CONSULTANT Patrick Hayes Energy Consultant 15916 68th Avenue SE Snohomish, WA 98216 patrickchayes@msn .com W J W F- U A U M 0 W J U_ 0 U w 0 Q� cV 00 m c'� O �I �O o� N w � X W �< O,/ o= W JO w (3 Ln< z oLU W F- F^ O N a: (%n SITE PLAN NOT TO SCALE PROJECT SCOPE THE PROJECT WILL ENCOMPASS THE INSTALLATION OF NEW WINDOWS AND AWNINGS INTO EXISTING CONCRETE TILT -UP WALLS. NEW STRUCTURAL WILL BE INSTALLED TO SUPPORT THESE NEW OPENINGS, AND NEW FURRED INTERIOR WALLS WILL CONCEAL THE ADDED SUPPORT. NO WORK IN EXISTING TENANT SPACE. ABBREVIATIONS AFF Above Finish Floor ADJ Adjust, Adjustable APPROX Approximately ARCH Architectural CTR Center CT Ceramic Tile CLR Clear CONC Concrete CONSTR Construction DIA Diameter DIM Dimension EA Each ELEC Electrical EQ Equal EXIST Existing FIN Finish FF Finish Floor FURR Furring GYP.BD Gypsum Wallboard MFR Manufacturer MAX Maximum MECH Mechanical MEMB Membrane MTL Metal MIN Minimum MISC Miscellaneous MUL Mullion NIC Not in Contract NTS Not to Scale OC On Center OPNG Opening OPP Opposite P Paint R or RAD Radius REF Reference REINF Reinforced REQT Requirements RM Room RO Rough Opening SCHED Schedule SIM Similar SQ Square SF Square Feet STD Standard STL Steel SYM Symmetrical TYP Typical UON Unless Otherwise Noted VFY Verify WDW Window W/ With W/O Without & And @ At Centerline S 180TH STREET CODE SUMMARY APPLICABLE CODES YEAR INTERNATIONAL BUILDING CODE (IBC) [2012] INTERNATIONAL FIRE CODE (IFC) [2012] IECC/WASHINGTON STATE ENERGY CODE [2012] NFPA 70 OCCUPANCY CLASSIFICATION BUSSINESS - GROUP B CONSTRUCTION TYPE TYPE II - REINFORCED CONCRETE HEIGHT AND AREA BUILDING AREA MEANS OF EGRESS TRAVEL DISTANCE COMMON PATH OF TRAVEL OCCUPANT LOAD (GROUP B) @ 1 PERSON/ 100 S.F.= REQUIRED EXITS LEVEL EGRESS WIDTH (@ 0.27PERSON) VERTICAL EGRESS WIDTH FIRE RATED CONSTRUCTION AND SEPARATION ATTIC DRAFT STOP FIRE PROTECTION SPRINKLER FIRE ALARM FIRE EXTINGUISHERS EMERGENCY LIGHTING EXIT SIGNS 205250 NET SQ FEET 177 FEET 65 FEET 202 PERSONS 3 REMOTE 102 INCHES N/A EXISTING EXISTING EXISTNG EXISTING EXISTING EXISTING 186'-4" 200 FEET MAX. (T1016.1) 75 FEET MAX. (T1014.3) 2 REMOTE MIN. (T1021.1) 64 INCHES MIN. (S1005.1) NO CHANGE NONE [A/E TO VERIFY WITH AHJ] NFPA 10 NFPA 101 NFPA 101 VICINITY MAP SETA "7,411TU i l�ct Nurr teas ` city Of . 3: }, BUILDING � t f� { br _ FILE copy perinite T,*) 1,1211 INDEX OF D RAW I N G S Plan review approval is subled to W= and Omissions. -ApMval of construction do cu not aathorixe A0.0 COVER SHEET the violation of any adopted code or ordnance. Receipt GENERAL of approved Field C and con&;= is d. A0.1 LIFE SAFETY PLAN ARCHITECTURAL Date, A1.0 FLOOR PLAN A2.0 ELEVATIONS - INTERIOR AND EXTERIOR Cif/ of Tukmdla A3.0 WINDOW SCHEDULE AND DETAILS BUILDING DIVISION STRUCTURAL S1.0 STRUCTURAL STRUCTURAL AND ENERGY COMPLIANCE INFORMATION ARE INCLUDED AS ATTACHMENTS TO THIS SET. GENERAL NOTES - CONTRACTOR I NSTRUC TIONS �,�.�� VVIII lGywru a new plan submiffal >'4J MVJ inc!udn Additinnat nlan .r,.*:^ .. a--- 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION. 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. 4. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIALS PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR, UPON COMPLETION OF CONTRACT. 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO IMPLEMENTATION. 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE CONTRACTOR. 9. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. 10. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS NOTED OTHERWISE. 11. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. PLANNING APPROVED - No changes'ean be macle-to Sim plans without pp u Planning DAppmwed ,tfr :Y"rt;g: Ln w J_ w w U 9 U M O cn w J_ LL Q U co 0 0 Q cow c� U) Lr)o o� w � X � w Q J O� U_:D o, J O w U cJn Q Z wl Q � LLJ J J w FN C) U)J J CL t%j LIFE SAFETY PLAN 811 EXISTING EXIT 34" CLEAR WIDTH 34" C.LLAK MU U I H 34" CLEAR WIDTH REVIEWED FOR PUANCE OVED IJUL 17 2015 MY of Tukwila 6ourLDING DIVISION Ln w J_ W W t- U s 9 U M O ci w J L1. r) U 00 0 0 O ¢00 rn�2 Ln c� Ln O_ oLU w N 1 X � w �Q o� OY o D LU i JO W (!) Q Z W Q v) J J LLU W O cl-Ln D1LOORPLAN 1 / 811 = 1 ' —011 NOTES: 1. NEW FURRING @ WINDOW LOCATIONS SHOWED POCHED IN PLAN 2. NEW EXTERIOR AWNINGS SHOWN DASHED 3. FURNITURE LAYOUT AS SHOWN WAS PROVIDED BY WELLS FARGO AND IS SHOWN FOR REFERENCE ONLY. I i I I I� II II I I I I II II II II _J I I I I —l— I 1B I A2.0 I 1 II II II II _J I I I I I I I I I II II II II -J I I I I I I I II II II II _J I I I I I I I 1 I II II II _J I ` 1 j----- ! -----— — — — — L 1 A3.0 TYPE A, TYP WED FOR _� . C MPLIANCE � OVER !JUL 17 2015 j CRY of Tukwila WING DIVISION PROJECT NUMBER 138600 SCALE 1 / 8" = 1 '-0" V) w J LL. w I-"' U 81 U M O can w J_ w 0 U 10 0 Q � o CO o� o I LnO o7, cN w � w O Q c OY u_ :D r) LU JO LU w cn Q Zw LU IU O� CL to Q Q Q r tc1 tcl I tc1 tC1 1 tCl L EQ I 1 I I , 5 nP I A3.0 1 0 _ 1 „ 6nJ D 0 _ Z 61 6„ D E: A B• i B A A �IVCVV T—r,%JrUJCIJ HVVIV114%7, I TT' . NEW PROPOSED WINDOW, TYP. A - NORTH ELEVATION Q Q 1 � 1 PANEL JUINT, TYP. \—EXISTING DOOR Q Q Q Q Q Q Q LQ L:Q I I I I I I I I 1 I I I I I T TYP 1 1x 5 I A3.0 I e O �1 I n A A A A A A B - EAST ELEVATION Q Q I 1 \ IVCVV I-RUf"IJJCU/1YVIVIIVV, ITr \\—NEW PROPOSED WINDOW, TYP. Q I I I I I C 04�Tp IS A3.0 1 e O _I 1 n 6 =J A EXISTING DOOR PANEL JOINT_ TYP_ V FYIATINC4 RANOPY C - SOUTH ELEVATION lIJ ---_—EXISTING OVERHEAD EXISTING DOOR DOOR n n n n n n n NEW PROPOSED AWNING, TYP NEW PROPOSED WINDOW, TYP n T � T T T �' �' 'i' y `I' I L L�J Q Cn 1 1 1 I 1 1 1 1 I 1 1 1 I 1 1 I I I I I I I TYP TYP 1 nP A-IJ IS A3.0 e O J 1 6A TA�l NEW FRUPUSED AWNING, TYP NEW PROFOSED WINDOW, TYP. D - WEST ELEVATION EXTERIOR ELEVATIONS : INTERIOR ELEVATION 1 /41'=1'-0" VUVED FOR I ; . C MPLIANCE � OVED IJUL 17 2015 City Of Tukwila W(LDING DIVISION STOREFRONT JAMB /NEW INTERIOR SUPPORT 3" =1'-0" Ln Lu --I LL. w U 0 V M 0 w U- 0 U co 0 <� �00 o� NO o� w � X w Q Q J OY LL W �¢ Z�� ¢� J pw F- O' _jU9 CL v; 4" HEAVY GAUGE METAL STUD EXISTING CONCRETE WALL GLAZING STOREFRONT SYSTEM. CE NEW OPENINGS. gILED INFORMATION WINDOW SCHEDULE DOOR FRAME WINDOW SIZE DETAIL TYPE ROOM MATL TYPE MATL TYPE MAN UF. FINISH NOTES WD HGT HEAD JAMB SILL A THROUGHOUT 7'-0" 6'-0" GLAZING — ALUM TC670 2/A3.0 4/A3.0 3/A3.0 ARCADIA AC-3 ANOD. SEE WINDOW SCHEDULE FOR ENERGY CODE SERIES ALUM COMPLIANCE FOR GLASS DESCRIPTION AND U-FACTORS B SEE PLANS 3'-6" 6'-0" GLAZING — ALUM TC670 2/A3.0 4/A3.0 3/A3.0 ARCADIA AC-3 SEE WINDOW SCHEDULE FOR ENERGY CODE SERIES ANOD. COMPLIANCE FOR GLASS DESCRIPTION AND ALUM U-FACTORS WINDOW TYPES 7'-0" 3'-6" ' ROUGH OPENING R UGH OPENI G 2"2" 2n ro O W C O �O Z CL Z lYP V 2 TY OA3.0 A3.0 0 4 A3.0 P C) N N 01 3 01 3 iv A3.0 .n,P N A3.0 TYP FLOOR --- LINE -------------- O — — — — — — — — — — O WINDOW TYPE "A" WINDOW TYPE "B" INTERIOR a LP WINDOW TYPE SCHEDULE AND ELEVATIONS STOREFRONT SILL EXTERIOR TOREFRONT YSTEM. DOUBLE INTERMITTENT SHIM, SANDWICH SS FLASHING BETWEEN LAYERS �219" AFF ACKER ROD & :ALANT LISTING CONCRETE NEW BASE TO MATCH EXISTING 6" METAL STUD ASSEMBLY INTERIOR 0 N e STOREFRONT HEAD 5 AWNING 3 =1 -0 NEW 6" METAL STUD WALL ASSEMBLY 'OF OPENING 1 SHIM .ANT NT GRADE WOOD m TER MULLION )REFRONT TEM. NOTE: DESIGN INTENT ONLY. AWNING SUPPLIER / FABRICATOR RESPONSIBLE FOR INSTALLATION AND DETAILS CAULK WELDED ALUMINUM TUBE SUPPORTS ANCHOR TO EXIST. CONC WALL AS RQD FABRIC EXIST CONC WALL a� -DESIGN INTENT NAVEVVED FOR , C MPllANCE "-� lr P OVED ►JUL 17 2015 CRY Of TukWiia fLDING DIVISION PROJECT NUMBER 138600 SCALE NTS U 0 U �o Q J m N Z m� Lo oQ 111O ,.oU CN OR o �- �N O _1 LL_� 0 �- w omm �O W o� CLU GENERAL NOTES STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. DESIGN CRITERIA LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. THE STRUCTURAL SCOPE OF WORK IS TO PROVIDE SUPPLEMENTAL REINFORCEMENT TO ALLOW FOR NEW WINDOW OPENINGS. THE FOCUS OF THE -WORK IS AS FOLLOWS: - PROVIDE HSS STRONG -BACKS AS "JAMB REINFORCING" AT NEW OPENINGS IN PRE -CAST CONCRETE TILT PANELS - EVEN WITH NEW OPENINGS, TILT PANELS ARE LOWLY STRESSED: DEMAND = 10 PSI; CAPACITY (CONC. ONLY) = 76 PSI [Ov2 If-T&, f'c = 4000 PSI (ASSUMED)] WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 2 - SIMPLIFIED ENVELOPE PROCEDURE" PER ASCE 7-10. - EXPOSURE CATEGORY = B - BASIC WIND SPEED (3 SEC. GUST), VuLT = 110 MPH; VASD = 85 MPH - RISK CATAGORY PER TABLE 1.5-1 = II - TOPOGRAPHIC FACTOR Kzt = 1.0 - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = f 0.18 - COMPONENTS AND CLADDING LOADS, SEE THE FOLLOWING TABLES: WALL SURFACES 1 POSITIVE PRESSURE (PS F) [NEGATIVE PRESSURE (PSF) ROOF OVERHANGS (PSF) EFFECTIVE WIND AREA ZONE' 4 5 4 5 2 3 10 SF 21.8 21.8 -23.6 -29.1 -40.6 -68.3 20 SF 20.8 20.8 -22.6 -27.2 -40.6 -61.6 50 SF 19.5 19.5 -21.3 -24.6 =40.6 100 SF 18.5 18.5 -20.4 -22.6 -40.6 -46.1 500 SF 16.2 16.2 -18.1 -18.1 - - 1. ZONES ARE AS DEFINED BY FIGURE 30.5-1 IN ASCE 7-10. SEISMIC: (ASCE 7-10) V = CsW WHERE CS = SDs ; WITH (e) Cs MINIMUM = 0.044 SDSIe > 0.01 OR Cs MINIMUM = 0.5S1 FOR Si > 0.6g R Ie SD1 Cs MAXIMUM = T R ) (Ie S FOR T TL OR SD1TL Cs MAXIMUM = T2( R ) FORT > TL Ie SEISMIC IMPORTANCE FACTOR, Ie = 1.0 RISK CATEGORY OF BUILDING PER TABLE 1.5-1 = II SPECTRAL RESPONSE ACCELERATIONS Ss = 1.426 Si = 0.797 SITE CLASS PER TABLE 20.3-1 = D (ASSUMED) DESIGN SPECTRAL RESPONSE ACCELERATIONS SDs = 0.951 & SD1 = 0.797 SEISMIC DESIGN CATEGORY = D W = EFFECTIVE SEISMIC WEIGHT OF BUILDING = 637k ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = 5 Cs = .190 DESIGN BASE SHEAR V = 121 k EPDXY GROUT IN CONCRETE: HILTI HIT-HY 150 MAX -SD OR PRE -APPROVED EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT WHICH WILL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLE SHALL BE HAMMER -DRILLED ONLY. HOLE SHALL BE DRY AND CLEANED WITH. WIRE BRUSH AND PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR OR ROD SHALL BE ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, JUNE 22, 2010, THE AISC CODE OF STANDARD PRACTICE, APRIL 14, 2010 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, JUNE 22, 2010. MATERIAL PROPERTIES OTHER SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED HOLLOW STRUCTURAL SECTIONS: RECTANGULAR & SQUARE - ASTM A500 GRADE B (Fy = 46 KSI) ROUND - ASTM A500 GRADE B (Fy = 42 KSI) WELDING STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO/AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. GENERAL REQUIREMENTS EPDXY GROUTED ANCHORS: ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE. FINISH: STRUCTURAL STEEL SHALL BE PAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC-SP1. MISCELLANEOUS: SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE/SPECIAL INSPECTION SECTION: 1/1611- 1 1-011 STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND AS NOTED HEREIN. STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES STEEL MATERIAL VERIFICATION OF STRUCTURAL STEEL MANUFACTURER TO PROVIDE AISC 360 CHAPTER N5 CONSTRUCTION A. FOR STRUCTURAL STEEL, IDENTIFICATION X CERTIFIED MILL TEST REPORTS AISC 341 CHAPTER J6 MARKINGS TO CONFORM TO AISC 360 B. MANUFACTURER'S CERTIFIED MILL TEST X REPORTS MATERIAL VERIFICATION OF WELD FILLER MANUFACTURER TO PROVIDE AISC 360 CHAPTER N5 MATERIALS CERTIFICATE OF COMPLIANCE A. IDENTIFICATION MARKINGS TO CONFORM TO X AWS SPECIFICATIONS LISTED IN GENERAL NOTES B. MANUFACTURER'S CERTIFICATE OF X COMPLIANCE INSPECTION OF WELDING SPECIAL INSPECTIONS IN THIS AISC 360 CHAPTER N5 A. COMPLETE AND PARTIAL JOINT PENETRATION X SECTION ARE WAIVED WHERE AISC 341 CHAPTER J6 GROOVE WELDS FABRICATION IS PERFORMED ON THE AWS D1.1 PREMISES OF A FABRICATOR REGISTERED AND APPROVED IN ACCORDANCE WITH IBC SECTION 1704.2 TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.5. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. x REVIEW OF TESTING AND INSPECTION REPORTS. REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. TYP, Ir% I'-6" MAX. DRILL GORNER5 - DO NOT OVERGUT IN �_ 3" MIN. ICE V WED FOR 90DE C MPLIANCE ►;r.: APPROVED 'JUL 17 2015 . � MINOMOMIVISION INt./1 /1 _;" I U 3" MIN. H554x4xl/2 W/ fE I/211 x4"xI1_O11 4'-0" O.G. W/ (2) 5/8"(P EPDXY BOLTS - EMBED 411 FLOOR TYPICAL STRONG BACK AT ALL NEW OPENINGS ELEVATION 1/4"=1'-O" 4+U�W 194fi � o� r RAL G �SS�O NA (. 5 . 1 � t Ay 4 Ankrom MDlsan 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND, OR 97219 T 503-245-7100 117 SOUTH MAIN STREET, SUITE 400 SEATTLE, WA 98104 T 206-576-1600 ©ANKROM MOISAN ARCHITECTS, INC. PCs STRUCTURAL SOLUTIONS STRUCTURAL ENGINEER 811 FIRST AVE, STE 620 SEATTLE, WA 98104T 206-292-5076 PATRICK HAYES ENERGY CONSULTANT 15916 68TH AVE SE SNOHOMISH, WA 98216 T 206-819-7684 8n Phit Avonne, Soite 62o So>att1%Wuhin8ton ROM pm te6 206.292SM 72b(1 ftzftAvonno,Sl6te 7M Structural Solutions, n°nam U z D m z O I- Q Involo I- V) _ZV) �w �00 �00 V ��00 Q Cie >- rn < < ry ILL .J Ld w �V) Q J J L W � 0 I-oo :D REVISION DAT CEiatbN FOR ISSUE GIMIF UKWILA -+7F'ERM T CENTER STRUCTURAL DESIGN REVIEW DATE REVISION 4/25/2014 PROJECT NUMBER 138600 r k SCALE