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Home My WebLink AboutPermit D16-0143 - 85C BAKERY - LANDLORD WORK85C BAKE RY LAN D LO RD WO RK 1341 SOUTHCENTER MALL D16-0143 � City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 '" Phone:206-4313670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.sov DEVELOPMENT PERMIT Parcel No: 9202470090 Permit Number: D16-0143 Address: 1 0 SOUTHCENTER MALL Issue Date: 8/8/2016 � Permit Expires On: 2/4/2017 Project Name: 85C BAKERY - LANDLORD WORK Owner: Name: WESTFIELD PROPERTYTAX DEPT Address:. PO BOX 130940 , CARLSBAD, WA, 92013 Contact Person: Name: SCOTT LAROSE Address: 4000 DELRIDGE WAY SW - SUITE 200 , SEATTLE, WA, 98106 Contractor: Name: J E M CONSTRUCTION INC Address: 29506 STH AVE S, ROY, WA, 98580 License No: JEMC01*033DD Lender: Name: Address: WESTFIELD PROPERTYTAX DEPT PO BOX 130940 , CARLSBAD, CA, Phone: (206) 624-2777 Phone: (253) 843-2765 Expiration Date: 5/15/2017 92013 DESCRIPTION OF WORK: SELECTIVE DEMOLITION OF EXTERIOR AND INTERIOR WALLS TO ALLOW FOR NEW CONSTRUCTION. SELECTIVE DEMOLITION OF SIDEWALK, TREES AND SHRUBBERY. CONSTRUCTION OF NEW PARTITION WALLS. CONSTRUCTION OF STOREFRONT. CONSTRUCTION OF NEW SIDEWALK AREA. RELOCATION OF DRAIN LINE AND EXHAUST DUCT. Project Valuation: $380,000.00 Fees Collected: $7,569.43 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Occupancy per IBC: M Electrical Service Provided by: TUKWILA Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Fiood 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: r. � , 'A � �� Water Meter: No Permit Center Authorized Signature: �-t/ Date: � i I hearby certify that I have read and examined this permit and know t e 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: �«`�""� Date: v— � l� Print Name: �Ci�� i�� This permit shall become nuli 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: 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 406:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shail be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) Maintain fire extinguisher coverage throughout. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 7: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 5: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 8: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 9: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 10: ***BUILDING PERMIT CONDITIONS*** 11: 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. 12: 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. 13: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 14: 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. 15: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire-resistance design as designated in the approved construction documents. 18: 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, welis, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 19: 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). 20: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 21: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 22: 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. 23: All mechanieal work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 24: A soils inspection is required after amending the soil, but before any plants are installed 25: Prior to requesting a landscaping inspection please provide a landscaping affidavit from the landscape architect, stating that the landscaping was installed per approved plans. Landscape inspection can occur any time after the plants are planted. You do not need to wait until the end of the project to schedule the landscaping inspection. As part of the landscaping inspection you will need to verify that the irrigation system is working properly 26: Submit a landscape plan showing details of the proposed trees, shrubs and groundcover. Also include soil amendment details and an irrigation plan. Refer to TMC 18.28 for detailed landscaping requirements. The landscape plans shall be submitted by Aug 15, 2016. 27: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 28: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 29: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 30: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 31: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0409 FRAMIN� 0606 GLAZING 1500 PLANNING FINAL 1600 PUBLIC WORKS FINAL 4027 SI-COLD-FORM WELD 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4042 SI-FIRE RETARD COAT 4034 SI-METAL PLATE CONN 4028 SI-REINF STEEL-WELD 4025 SI-STEEL CONST 4004 SI-WELDING CITY OF TUKWILA Community Deve[opment Department Public Works Department Permii Center 6300 Southcenter Blvd., Suite 100 Ti�kwila, Id�A 98188 http:/h��v.Tuk��ilaWA. � Building Permit No. �� Project No. Date Application Accepted: �7 '�j (� ( � Date Application Expires: _ �, �'—� I " �— 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** SITE LOCATION King Co Assessor's Tax No.: 9202470010 Site Address: 1376 Southcenter, Tukwila, WA 98188 Suite Number: 1610 Floor: 1 Tenant Name: g5C Bakery New Tenant: m.....Yes ❑..No PROPERTY OWNER Name: Wayne Johnson Address: 2g00 Southcenter . City: Tukwila State: WA Z'p� 98188 CONTACT PERSON — person receiving all project communication Name: SCott LaRose Address: 4000 Delridge Way SW, Suite 200 �'�'� Seattle State: WA Z'p� 98106 Phone: �206) 624-2777 Fax: �206) 624-2973 Email: slarose@smstemper.com GENERAL CONTRACTOR 1NFORMATION Company Name: Not determined at this time Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications�Foms-ApplicationsOnLine�2011 Applications�Permif ApplicationRevised-8-9-Il.docx Reviscd: August 2011 bh ARCHITECT OF RECORD Company Name: S.M. Stemper Architects Architect Name: SCOtt StelllpeT Address: 4000 Delridge Way SW �'n'� Seattle State: WA Z'p� 98106 Phone: �206) 624-2777 Fax: �206) 624-2973 Email: scott@smstemper.com ENGINEER OF RECORD Company Name: pSM Engineer Name: peter Brown Address: 2200 Sixth Ave �'n'� Seattle State: WA Z'p� 98121 Phone: �206) 622-4580 Fax: �206) 622-0422 Email: peterb@psm-engineers.com Page 1 of 4 ' ' BUILDING PERMIT INFORMATIOiv — 206-431-3670 Valuation ofProject (contractor's bid price): $ 361,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Selective demolition of exterior and interior walls to allow for new construction. Selective demolition of sidewalk, trees and shrubbery. Construction of new partition wal(s. Construction of storefront. Construction of new sidewalk area. Relocation of drain line and exhaust duct. Will there be new rack storage? ❑.....Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Addition to Type of Type of Existing Construction per Occupancy per Existin Interior Remodel Structure New IBC IBC t�' Floor 663,727 5,177 0 0 IIB M 2^ Floor 241,688 0 0 0 IIB M 3` Floor $4,440 0 0 0 11B M 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 ] 8 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 o�mer lives in one of the dwelfings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: ' Handicap: Will there be a change in use? ❑....... Yes �....... No ]f "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: �....... 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 locatia�s on a separate 8-1/2 "x 11 " paper inclzrding quaialities and Material Safery Data Sheefs. SEPTIC SYSTEM ❑.......On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:V+pplications\For�-Applicatians On Line�2011 Applications�Permit Applicatiun Revised - 8-9-1 l.docz Revised: Augusf 2011 Page 2 of 4 bh � PUBLIC WORKS PERMIT INFOKMATION — 206-433-0179 Scope of Work (please provide detailed information): Selective demolition of exterior and interior walls to allow for new construction. Selective demolition of sidewalk, trees and shrubbery. Construction of new partition walls. Construction of storefront. Construction of new sidewalk area. Relocation of drain line and exhaust duct. Call before you Dig: 811 Please refer to Pubtic Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑...Valley View ❑ .. Renton ❑...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic Svstem• ❑ 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 Annlication (mark boxes which aaalvl: ❑...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 Hazmless — (ROV� Proposed Activities (mark boxes that applvl: ❑...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 ❑ ...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 Monthlv Service Billing to: Mailing Water Meter RefundBilline: Name: Mailing Address:, ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line m ■ ■ W� # 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: C��y Day Telephone: Ciry State Zip State Zip H:\Applications�Forms-Applications On Line�2011 Applications�Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 3 of 4 bh • 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 �vhich 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 ]05.3.2 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. BUILDIN Signature Print Name: Scott LaRose Date: � � Day Telephone: (206) 624-2777 Mailing Address: 4000 Delridge Way SW, Suite 200 Seattle WA 98106 Ciry State Zip H:Wpplications\Forms-Applications On Line�20ll Applications�Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 Date Paid: Monday, August 08, 2016 Paid By: JEM CONSTRUCTION Pay Method: CHECK 14641 Printed: Monday, August 08, 2016 10:28 AM 1 of 1 y,g „,,; u,. u, srsT��,s Date Paid: Tuesday, May 31, 2016 Paid By: S M STEMPER ARCHITECTS Pay Method: CHECK 20800 Printed: Tuesday, May 31, 2016 3:37 PM 1 of 1 ��, � SYSTEMS Date Paid: Friday, September 09, 2016 Paid By: WAYNE E JOHNSON Pay Method: CREDIT CARD 038865 Printed: Friday, September 09, 2016 8:51 AM 1 of 1 I � � C��:?��SYS7EM5 .. � � �. INSPECTION RECORD .�� u � � Retain a copy with permit I TION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Q06) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Corrections required prior to approval. U paid at 6300 Southcenter Blvd.. Suite 100. Catl to schedule reinspection. INSPECT;ION RECORD o U�� Retain a copy with permit �� INSPEC710N N0. PERMIT N0. CITY OF TUKWILA BUiLDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Gorrections required prior to approval. � 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 INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per appticable codes. � Gorrections required prior to approval. COMMENTS: � �� " � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD �1 � � Retain a copy with permit �-��' �� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Appr�oved per applicable codes. � Corrections required prior to approval. U paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD � Retain a copy with permit ��' ��j�3 INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING D1�/ISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98788 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicabie codes. � Corrections required prior to approval. COMMENTS: l� " .,, `� S nspector: � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Z INSPECTION RECORD .� Y� l�� Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3b70 Permit Inspection Request Line (206) 438-9350 � Apprvved per applicable codes. a Gorrections required prior to approval. u paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 2 INSPECTION RECORD � Retain a copy with permit ��" �� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per appiicable codes. � Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD � � Retain a copy with permit �� ✓�� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 9818� (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �,, Project: Type of Inspettion: /1 (' t"'�,v �. n I/.i� / 1 � �,. to �,a. � ! i+, z 1�� Instructions: � Approved per applicable codes. � Gorrections required prior to approval. �� paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. / INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit � A��`I � PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �S G ��`/ TYpe�.o�� pection: Address: � � �-��. � / Contact Person: Suite #: / � Special Instructions: � Phone No.: Needs Shift In Fire Alarm: Monitor: Permits: on: Sprinklers: Hood & Duct: Pre-Fire: Occupancv Tvpe: Inspector`: .�/ �� Date: �� Hrs.: /Q � �$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. 'Call to schedule a reinspection. Billin Address Attn : Address: Name: State: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 � Page 1 of 1 ��Associates,lnc. Field Geotechnical Engineering. Environmental Engineering Report N0.:06616298DFR1Q122016MM Construction Testing and Inspection DATE: 10/12/2016 Set Count: CONTRACTOR: JEM PROJECT #: �6616298 PERMIT #: D16-0143 PROJECT: 85C Bakery Cafe INSPECTOR: Marty Mundy LOCATION: 2800 Southcenter Pazkway JIJRISDICTION: Tukwila � KA P.M.: Bill Throne WEATHER: Sunny TEMP: 55° F On site far concrete placement inspection. Contractor placed the cancrete for the sidewall� outside the building. Reinforcing steel. for the ramp and wire mesh for the sidewalk were in place in conformance with the plans. The concrete was placed by chute and mechanically consolidated. See report 16298CR101216-MM for field and compressive strength test results. �E:C�1�`��? ��'Y (3� °��ir��':�;�,� �EU� 16 2"�1�i ��R�i11T CENTER Reviewed B: ASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and reguIatory requirements. Su erintendenl/R resentative: Technician: . � ,�� t. �,,,...- — t`I Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 TM infmmeiion provided on this rcpettt is prcpucd for die aelnsive usc of tha clirnt Tlris repme may Iqt be reptodueed in any fmroel without the writtrn pmmissiw of the climt and ]4a�an ee Assoeiates. 73is rcpat indir..[es our intpxtore obsavLLion and te5lirq� ravhs based pn site caoditions eed oont�aaa aqivitirs. 77iis infpmation is subj[a to review prior to fi�l submittal. By signing tlils rcport, our inspaM�r dpoi not aaspt reaponslility for vilidity oFre:ulm The seme informstion h;.s ban provided by mha. on sita p �I�1Q,LJGLL18�Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspectio� WELDING INSPECTlON REPORT N4.: 16298SSR100316-RH -1 DATE: 10/3/2016 CONTRACTOR: JEM Construction PROJECT#:06616298 PERMIT#: D16-0143 PROJECT: Southcenter 85C Bakery Cafe INSPECTOR: Randy Hansen LOCATION: 1376 Southcenter JURISDICTION: City of TukwUa KA P.M.: W8T WEATHER: Cloudy TEMP: 54 ° STRUCTURALSTEEL aFIELD ❑ SHOP WELD►NG Beam, Column, and brace connections � VISUAL Weldar qua�ificatlon 7 certification verifled for. Position: a FLAT �✓ VERTICAL � OVERHEAD Process: ❑ SMAW �✓ FCAW ❑ SAW Weld Type: ✓ FILLET � C.P. � PLUG Weld Size: f 3/16° �✓ 1/4" ❑ 3/8" Codes: � AWS � AISC ❑ ASME a NOTES DISCREPANCIES ❑ MATERIAL ID HORI20NTAt. �✓ FIIIerMetal: E71T GMAW � Other: P•P- � Other: 5/16" � Other: 1e� � ❑ Other. , % COMPLETE �tormed a visual inspection on the weld connections for the calumns, header beam and angle bracing per 53.0 and details S 4.1 of the approved plans, weld joint prep, weld type, size, condition, and length, slag removal was verified. The work s found to be ok work was found to be in accordance with the project documents and applicable code. �i��%�t�.' ci� �� ru�w`�� NUV 16 2016 PERNIIT CENTER To the best of my knowiedge, the above WAS perFormed in accordance wkh the approved plans, specificationa and regulatory requirements. 5 u peri ntendenURepresentative: Struchrtal $tcel Reyort Technician: �` �s''G'�' Offices Serving the Western United States Lynnwood (425} 485-SS I9 • Paulsbo (360) 598-2126 • Fuyallup (253) 939-2500 'Nen&emei:mpmvNdmil+urym::�[r�6eexclu�emeottliectiwt7lds.qanmvvmLc.�sodumtm�vyfierze�ai6mauxm,.nmyanue'smaf�Lcdim�mt&m.ndAa+dme..7kfsreRnv�d �mmrYvpecavsnMe�nfiruM�io rou4ehaxilm�Nem�itanseMawtrncxr .6eia'.7Tem&mu�km'awl�ce�a.�ww'pimMfinelseWn6u7.Brei�n'v�gN6 ym.avCni �redonnaeazM«-MnsbiXhfm'�af�v,dh7Tnua�eaQw�tinha.tm�pnni�dbyaArnwartx. �■��&Associates, Inc. Geotechnical Engineering . Environmentai Engineering ConsVuctlon Testing and Inspection FIELD REPORT NO.: 16298DFR092916-RH -1 DATE: 9/29/2016 CONTRACTOR: Jem Construction PROJECT #: 06616298 PERMIT #: D16-0143 PROJECT: Southcerrter 85C Bakery Cafe INSPECTOR: Randy ansen LOCATION: 1376 Southcenter Drive JURISDICTION: City of Tukwila KA P.M.: W8T WEATHER: Partly Cloudy TEMP: 47 ° Krazan and Associates representarive on site for the following insnectinn� • Reinforcing Steel Inspection — Adhesive setting of foundation dowels n site as requested for visual inspection of the installation of rebar dowels. This inspector met with the contractor and was -ovided the project documents for review. The contractor had drilled holes for the rebar dowels alang grids A/S to 8, and 'A to C as noted in section A on sheet 52.0 of tlte plans. The holes had been drilled to at least the minimum embed depth c 3/<" as noted in the plan. `I1ie holes were cleaned out by compressed air and brush, and the dowels were then set into the �les with Simpson Set-XP Adhesive lot #: O15Z008Z 04/O1/2018. work was performed in accordance with the project documents, manufacturer installation instructions, and ICC uation Service Report #: ESR-2508. Revfewed By: To the best of my �� ci�rv �� Tus�v�oi� Nuv 1 s Zo�s PERNlIT CENTER ASTM Test #: EquipmenUAsset Number(s): the above WAS performed in accordance wlth the approvad plans, apecificaHons and regulatory requirements. SuperintendenURepresentative: Technician: !�' ( '�'6'�.S'G� CNfices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253} 939-2500 Dmly Fidd Reyott RaiWo¢ R Effalive 02/1320! t 'ILemf titnianid+lmthuaR�nula4�dGaibeeeh:veufeofWeetiml.iLkttpnm',vm6erqnWuxd6aW'INPJIVCh�MNemliRmO�ilSiroofOeeLmlmOKrv,m9:8mtl�YxThempmfo0'tbic:Mvu.Wxhmdercrro�inaaedtutkSniuJlnhOleflVu_;ICwmAtrq��oduwlru�;n activrtie.. 7Li[ ie4�mmim Is snCjoa M�eviv D� lo fIDW aubmu :L 8. °I�^i�R IEis �qr�P. Nu mfl�i�c 006001 e[f�i �apmo4ritil. 1{r vnlN%nf ti.adt. 1Ltmme (nfetmattn 4az Mn P'aided DyaEers co ske. r � � J . Page 1 of 1 �� 8 A 5 S o c i a t e s, I n C. Field Geotechnical Engineering + Environmental Engineering Report NO.: 06616298DFR10122016MM Construction Testing and Inspectian DATE: 10/12/2016 Set Count: CONTRACTOR: JEM PROJECT #: �6616298 PERMIT #: D16-0143 PROJECT: 85C Bakery Cafe INSPECTOR: Marty Mundy LOCATION: 2800 Southcenter Parkway J[TRISDICTION: Tukwila � KA P.M.: Bill Throne WEATHER: Sunny TEMP: 55° F On site for concrete placement inspection. Contractor placed the cancrete for the sidewalk outside the building. Reinforcing steel for the ramp and wire mesh for the sidewalk were in place in conformance with the plans. The concrete was placed by chute and mechanically consolidated. See report 16298CR101216-MM for feld and compressive strength test results. R��G�I�l�� CITY f7� �'11P��19TBl.� NUV 161016 PERMIT CENTER Reviewed By: ASTM Test #: Asset Number(s : To the best of my lmowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Su erintendenURe resentative: Technician: . � �� t. � Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2I26 • Puyallup (253) 939-2500 Tlx infprme�ion provided on this rcport ia prcpartd for the uchnive use af t6� clirnl This repart may m( be vtprodueed In any forroat wi[hout the written pamission of the eGemt pnd Kre�n & Assxiates. Tltis report indic.-.tp out inspoctors observ4ion e� ttsti� raulls baeed on eite caoditions end oonlreIXar acliviti<s. 'Rtis informatim is aubjed ro review prior to finai s�mittal. By sigoing thls rePort, ovr irepcaor duea not aaxpt respomZitity for vali�ity of rsul�s. Thc samo i�'ormxcion h:s ban provided by mhe�.. on sice. .�--- �� &Associates,lnc. Geotechnical Engineering • Environmentaf Engineering ConstrucUon Testing and Inspection FIELD REPORT NO.: 1B298DFR100816-JS DATE: 10/8/2016 CONTRACTOR: JEM Constructian PROJECT #: 06616298 PERMIT #: D16-0143 PROJECT: Southcenter 85C Bakery Caf� INSPECTOR: Jeremy Simma�s LOCATION: 2800 Southcenter Pkwy JURISDICTION: City of Tukwilla KA P.M.: WBT WEATHER: Ram TEMP: 50's Krazan and Associates representative arrived at location as requested to perform concrete inspection. Upon arrival met with contractor and went over approved plans and specifications. At time of site visit contractor still placing forms and resteel far sidewalk in front of Bakery. Checked resteel and found to canform to plans and specifications. Miles delivereci mix ID 1240AF with air and with f c=3000. Concrete placed by chute and consolidated with HF vibration. Took sample of middle of 11 yards ordered and took temp air slump and made one set of five 4x8 cylinders for compressive strength test. Refer to concrete report 6616298CR1008I6JS far details. Concrete covered by plastic after finished. Reviewed By: �� ITY �F i�6�ittiiLA NUV 16 2016 ��RMiT c�Nr�R ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS perfornied in accordance wlth the approved plans, speclfleations and reguletory requiremeMa. Superi ntendenURepresentative: Technician: •�' ,�•�,w�,�"� S Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Deily Fdd R�yox� Revieion B E6arive 0 7/1 3 2 01 3 1LC L1Re�n4in1 j2Uri0etl0v mil xPm't9 V�� f f6[ GtrluOtCUN ottLt dilEl. 7W5 [epNt mY vq 6C �eT�uLCE m Oi flpm�1 ai@M ACniRCn {vmiuy'u of1Ee e1m1 uW RIeIDn & hfiK�Ela'.. T6if npM mAfclb m io/ppROn OM0�9tltW dOd I�BlmM� hM'd On 6iI0e0CEi1a05 �vd M4C'.6or loiviin TI¢snH�RlloeswbjeqMte�,'plbrWfP.-Inbfoilbl L_-t�o'v�gjt0isrqat.0ic D¢lvdeevota¢qf�d�sp�p'ry'fmntidryOf�AuUs.1➢c•.�meaf tlmII�sEOmROvqOCbyRdo�COdie. 0 0 �'�1'i . �r �,; � ; __=; _.� ; -� _J _ _�-_�, _� STRUCTtIRAL CALCULATIONS WESTFIELD St)UTHCENiER � _ _ _ _ -�� ,� �;, �� ; �� . . � _. : � � �;,,;�� 'F,� iir li �,�l�I;,,s .J II I �� - r � L 4 L�� - `r�-,'-� �� I `I q� [Z, A c nri�'' I�I � �..,� �� 3. �'J�l !.0 I. I � � � ' ;` �- � �,,�'�„ P,i:�`. ;! ' ` � - _ ,� l r -„•-' ' � � � . ��,_�� _ � �:=I 4 __ Ev`'. 85C ��AKE RY Tl 1376 SOUTHCENTER TUKWILA, WA 98188 MAY 2016 PSM 16060 �C��. �C�' C�� u ��C��ri�CC�l�a 6'��F�� 31 �� f�� :C��G � C��L� Lf�� ♦ � . - � r, � �'�l-t�`c�'c,�'� c�v°�. � �': � �" " � ��,,� � r,, t'�±-r� !'a 4.,t�tr, , -'1�: �.'9;`�""� !" i `� � ,' t ,,� y �"" fJ ��.� , -�� C`�-�-s j t�r�'- —��--�'��"�€ r � � ,�oe : �6�; DATE : — SUBJECT: E!d G! P! 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', �'� �- `�'. �$ = CC t c� � � � � � �i E t� �e �} � Y i� .:�.s c^�.� ,_ ; .,� "M� , Y . II'�. (- `I . J CONSULT[NG ENGINEERS June 24, 2016 Jerry Hight Building Official City of Tukwila, WA Subject: Response to Structural Review Permit Comme SC Bakery Space project at Westfield Southcenter Mall, Tukwila Dear Mr. Hight, We are writing this in response to comments made by you in a document dated 06/16/2016. Our response is in red bold italic fonts under each of your comments. General 1. Structural special inspections. Special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1705.11. We assume the prefabricated structural steel members will be fabricated by registered and approved fabricators. See IBC Section 1704.2.5.2. The following is a summary: a. Adhesive installation of concrete reinforcement, where applicable: continuous. See also IBC Section 1705.1.L RESPONSE: "Special Inspection"section updated per comments. See revised SI.O sheet. b. Installation of inechanical couplers at concrete reinforcement: in accordance with qualifying report of evaluation service (e.g., ICC-ES). See also IBC Section 1705.1.1. RESPONSE: "Mechanical Couplers" added as deferred submittal. See updated SI<0 sheet. Additionally, "Special Inspection"section of 51.0 has been revised to address this comment. c. Installation of concrete expansion anchors: in accordance with qualifying report of evaluation service (e.g., ICC-ES). See also IBC Section 1705.1.1. RESPONSE: "Special Inspection"section updated per comments. See revised SI.O sheet. d. Fabrication of structural steel other than prefabricated structural steel members: periodic. See also IBC Section 1704.2.5 and Structural Submittal below. RESPONSE: "Shop Welding" section in Special Inspection on S1.0 adequately. No other revision required. ?�{'O O'CH fa�'Ii\l.Ei. �"-C)l)1 1�"4414.PSk1-E:\(:(tili'Fr.R�.Cc.)\1 1'lf:.?\t Si��.�rrr�.c W�sr�ii�c��.v yE+121 US.-�, r,a� ` ��,QJ.�t�D FOR C)� C,C7MPLIANCE :�}.', APPROVED i AUG 0 4 2016 ��-c�z-�+s�o �iT�.(i-6??-04? � Y �� atTukwi(a BU(IQiN� D�l1�J.Q�I � , �IP� � ,. � CONSULTING ENGINEERS e. Installation of structural steel: periodic. See also IBC Section 1705.2 and AISC 360-10 Section N5. RESPONSE: "Special Inspection" section updated per co`nments. See revised SI.O sheet f. Welding of structural steel members for single-pass fillet welds (maximum 5/16-inch): periodic. See also IBC Sections 1704.2.5 and 1705.2 and AISC 360-10 Section N5. RESPONSE: "Special Inspection"section updated per comments. See revised 51.0 sheet. g. Welding of structural steel members for other than single-pass fillet welds (maximum 5/16- inch), where applicable: continuous. See also IBC Sections 1704.2.5 and 1705.2. RESPONSE: "Speciallnspection"section updated per comnzents. See revised SI.O sheet. 2. Structural tests. Tests by qualified special inspectors should be conducted. The following is a summary: h. Testing of concrete for specified compressive strength, f�', air content, and slump. See IBC Sections 1705.3 and 1901.2 and ACI 318 Section 5.6 RESPONSE: "Special Inspection"section updated per comments. See revised SI.O sheet. 3. Structural submittals. Reports, certificates, and other documents related �o structural special inspections and tests should be submitted by the contractor to the city of Tukwila. The certificates of compliance are required to state that the work was performed in accordance with the approved construction documents. See IBC Sections 107.1, 107.3.4, and 107.3.4.1. See also the structural general comments below. The following is a summary: a. Submittal of certificates of compliance from the fabricators of prefabricated structural steel members at the completion of fabrication. See also IBC Sections 17042.5 and 1704.2.5.2. RESPONSE: Comment has been noted and we assure you that this would be provided by General Contractor of the projec� 4. The extent of each type of special inspection in the section of the structural notes on special inspection, Sheet 51.0, should be specified for review (e.g., periodic or continuous). See IBC Section 1704.3.1(5). Refer to Section 1702.1 for the definitions of contirnuous special . inspection and periodic special inspection. Refer to Sections 1704 and 1707 and the structural comment above to determine when continuous or periodic special inspection is required for each type of special inspection. RESPONSE: This has been rechecked and revised where required. See updated S1.0 shee� 5. Special inspection is required for the fabrication of structural steel members on the premises of a fabricator unless the fabricator is registered and approved to perform such work without special inspection. We assume such a fabricator will be utilized for this project. Please verify. 22(it} filll ;�YE'_�[:[. ==6(�l titi't�'�V.PS'�t-I_.\Gt\C:%12S.C�Jtii I'Cit��L'. ?(j(j-f��"_45${} SC�.:ar�r�.t: �x':�Si�n�c�rr�� 9812i l�S.� r.�x �'�Ob-6�2-O�22 CONSULTING ENG[NEERS A note should be added to the section of the structural notes on structural steel, Sheet S 1.0, specifying submittal by the contractor to the building official of certificates of compliance from the fabricators of the structural steel at the completion of fabrication. See IBC Sections 1704.2.5, 1704.2.5.2, and 1705.2. Refer to Structural Submittal above. RESPONSE: "Shop Welding" section in Special Inspection on SI.O sheet covers this adequately. No other revision required. 6. Sheet 52.0 specifies a slab infill. Section 4/A2.0; Sections 4, 5, and 6 on Sheet A2.2; and Detail3/A2.2 indicate additional reinforced concrete construction in the project. Sections 4, 5, and 6 state that curbs are "per engineer." The structural notes on Sheet S 1.0 do not include a concrete section that provides requirements for concrete and reinforcing. The drawings should be revised to include material information and requirements for the concrete slab repair. See IBC Sections 107.2.1 and 1901.3. RESPONSE: "General Notes" section of S1.0 updated per comments. Required structura[ sections on 52.0 added per comment. 7. Although concrete strength is not provided on Sheet 51.0 please note the following: The specified compressive strength, f'�, is required to be the greater of the values determined for structural strength and durability. The requirements for durability are based on the exposure classes assigned to each concrete structural member and the structural engineer is required to assign the exposure classes, which are based on severity of anticipated exposure. The structural notes should be revised by specifying f'� for structural strength and the exposure classes for durability. We recommend a table listing f'� and exposure classes for freezing and thawing (Fx), sulfate (Sx), permeability (Px) and corrosion (Cx) for each applicable type of concrete structural member. See IBC Section 1901.2 and Sections 4.1.1 and 4.2.1 of ACI 318- 11. See www.nrmca.or P2P for further information. Note that ACI 318-11 defines "licensed design professional," in part, as "an individual who is licensed to practice structural design...and who is in responsible charge of the structural design." RESPONSE: "General Notes" section of S1.0 sheet updated per comment. Note that the concrete is non-structural. Foundation The slab penetration on Sheet 52.0 specifies rebar couplers are required. However, the structural notes on Sheet S 1.0 do not specify criteria for the couplers and should be revised. See IBC Sections 1901.2 and 1901.3, Item 7, and ACI 318-11 Sections 12.14.3.2 and 12.15.5. RESPONSE: A note to this extent has been added on 52.0. Additionally, "Mechanical Couplers" are now called out as a deferred submittal on S1.0. 9. Detail 3/A2.2 and Sections 4, 5, and 6 on Sheet A2.2 specify a new concrete stem wall, and Section 4/A2.0 includes new exterior slabs on grade. The structural drawings do not appear to '2pi) 6r�� :\� t:�c e, �:401 �u��z-.r>��i-e�ci�r:cizs.cc��i r�r�i��i 2f)6-6'?--�j�i) 51�_r��[ TI E: �V�SIt[�G rr)� 9� 1? t C�S:�s r�.�F 205-622-U4?? �; � - � � _, � CONSULTING ENGINEERS include� the curbs and slabs. We recommend including these elements on the structural drawings with a reference to the architectural drawings. Note that Sections 4, 5, and 6 reference the structural drawings for the construction of the curb, but Detail3 appears to provide the construction. The drawings should be revised to clarify the construction. See IBC Section 107.2.1. RESPONSE: Required structural sections on S2.0 added per commenz Vertical 10. Door Mark 103 is being installed in the wall at Grid A/6.3 that is constructed of inetal studs supporting a brick fa�ade. Documentation should be submitted verifying the existing studs and masonry anchorage have sufficient capacity to support the modified brick fa�ade. See IBC Sections 1604.2 and 1613.1 and ASCE 7-10 Sections 13.3 and 13.4. RESPONSE: For graviry, there is no additional load going on to existing studs as the new opening is framed with new boxed sections. Again for graviry for brick veneer: the new opening is only going to be 10' high by rnax 3' wide. There is already about another 17' of brick veneer above opening extending sufficiently on either sides so as to easily distribute load through arch action. This means that the new "L" ledger supporting the modified fa�ade over the opening is going to see very no`rtinal loads. Hence concentrated load transferred via "L" ledger to adjacent brick veneer pier would be very nominal and is acceptable by inspection. 11. Door Mark 103 is framed with a box header and columns per Plans 52.0 and 53.0 and Details 3/52.0 and 3/53.0. Structural calculations substantiating the design of the structural door framing, including its capacity to laterally support the existing brick fa�ade, should be submitted for review. See IBC Sections 1604.2 and 1604.4. . RESPONSE: For lateral, box header and column are only designed to support wind loads from new opening (which is ok even by inspection and so no calculations are required). Brick veneer as is the usual norm are supposed to have been designed to transfer out of plane loads at floor lines and there is no interruption in this connection. There would be minor increase in stresses to brick piers on either side of opening but for 3'-0" opening this seems `nanageable even by inspection. 12. Continuing with the previous comment; Sheet 53.0 references Detail3/53.0 for the light gauge metal box beam. Sheet 53.0 does not include Detail 3/53.0 and should be revised. See IBC Section 107.2.1 and 1603.1. RESPONSE: See 3/S2.0. This detail has been provided. No further action required. 13. The structural drawings do not include connection details for the box beam and columns in Details 3/52.0 and 3/S3.0. The drawings should be revised to include additional details, including beam-column connection, base connections and connections to the existing framing and brick facade. See IBC Section 107.2.1, 1603.1, and 1604.4. ?,UO 6r�� ,��F��e-, =�6�1 ��w�G�.r��i-rtic��rctzs.c��4t f�rir»c 'OG-h2?-�SY{l 5��.:.��r��it�. z��tisr+[�c,�r��a 9�121 US.a r.�x �Of,-�;22_[142' f�'' � / � ; CONSULTING ENGINEERS RESPONSE: Required details added per comments. See updated S2e 0 and S3.0 sheets. 14. Sheet 53.0 includes an L6x4 angle at door Mark 103 to support the existing brick facade above the new opening. The angle appears to provide both vertical and lateral support for the fa�ade. Structural calculations substantiating the angle, including connection to the existing wall framing, should be submitted for review. We recommend the calculations include a check of the angle deflection to limit cracking of the fa�ade. See IBC Sections 16042 and 1613.1 and ASCE 7-10 Sections 13.3 and 13.4. RESPONSE: See attached calculations for the same. Deflection has been restricted to L/600 since it is supporting the brick veneer. 15. Continuing with the previous comment, Detail8/54.1 indicates the L6 is embedded in the existing farade joint to provide full bearing. We recommend adding a note to install the L6 with grout at the joint and between the angle and supported brick to ensure full bearing. See IBC Section 107.2.1. RESPONSE: A note on detail 8/S4.1 has been added per comment 16. Calculations page 9 specify a W21x57 beam at Grid A/7-8. However, Sheet 53.0 specifies a W21x44 beam. Sheet 53.0 should be revised to specify the W21x57 section; or structural calculations substantiating the W21x44 section should be submitted for review. Note that page 9 indicates a canopy is included in the beam loading, but the canopy does not appear in the drawings. The loading from this element should be clarified. See IBC Sections1603.1 and 1604.2. RESPONSE: The canopy shown in calculations submitted during permit was eventually removed from ARCHT drawings. Hence the beam size has been revised to W21x44 for which the calculations from page 1 to 8 submitted during permit should suffice. No further action needed. 17. The beams on Grids A and 8, supporting the existing wall and brick fa�ade, are designed considering lateral bracing along their lengths. However, the bracing shown in details on Sheet S4.1 appear to connect to the tension-flange only and not the compression flange. Also, the beam ends appear only laterally supported at the top flange to the existing columns. Beams shall be braced at their compression flanges and have their ends restrained against rotation; see AISC 360- � 10 Section F2.2 and Section F1(2), respectively. See IBC Section 2205.1. RESPONSE: We have shown top flange bracing on S3.0 based on which the design analysis of beam has been carried ouz Bottom,�lange bracing is at 5'-0" OC which is more than sufficien� The top of the beam ends are restrained and stiffener plates are included to counteract rotation. 2200 6�rx Avc:��;i:�, =�6Q1 ��ti��.r�s�-�-�-��C�i�r.r::at.<�r��,r [�F�u�� 2[�6-fi2'-45�0 Sft� i�l_E: G�� ltltt\Q"(()\ �� I? I �.'Sr\ P,SR �{)ft-(>??-O=�?� CONSULTING ENGINEERS Lateral 18. The lateral load path for the existing wall and facade appears to be through lateral restraint of the new beams by the L6 bracing and the existing floor framing and columns. Documentation should be submitted for review substantiating the lateral load carrying capacity of all components and connections in the load path. See IBC Sections 1604.2, 1604.4, and 3404.4. RESPONSE: See attached calculations for the same. 19. Detail 4/54.1 appears to specify the attachment of the light gauge bottom track to the steel beam with shot pins. However, the track is shown as existing, and the detail does not indicate any fasteners between the track and beam top flange. The details should be revised to clarify the construction. In addition, calculations should be provided substantiating the transfer of lateral forces to the beam from the studs and brick facade. Provide the ICC-ES report number for the shot pins. See IBC Sections 107.2.1 and 1604.2. RESPONSE: Detail 4/54.1 has been revised to `rcatch the construction sequence. "General Notes" section of Sl. D updated per comments. See attached calculations addressing the comment#18. 20. Structural calculations have not been provided for the HSS column base plates and anchors per Details 1 and 2 on Sheet 52.0. Provide calculations for the design of the HSS column base plate and anchors for review. See IBC Section 1604.2. RESPONSE: See attached calculations as requested. Please feel free to call us with any questions or comments regarding the contents of this document. Thank you. Sincerely, Peterson Strehle Martinson, Inc. �� ^ Ronald E. Martinson, P.E., S.E. President �� Attachments: 1. Signed and Sealed - Revised PSM Calculation report and structural drawing set ��{)C) i)�I�i ;��F\L�L. �=�h1)7 �i�`\VFb'.i'SbI-L-:A"CiI�IS[iRti.CqA4 P?It)tiG: ��-ii2�-=�5\f1 St..-�it[.e ��nsfli�c�rc:,� q�I?l USA r�ax 2{)G-62�-U4u? � � Steel Beam Description : L Ledger (5'-0" max span) Title : Westfield Southcenter - 85C Bakery TI Job # 16060 Engineer: PSM Project Desc.: St�uctural Calcs Printed: 24 JUN 2016, 524PM file: C:IUserslsmv131Desktop116060.ec6 ENERCALC, INC.19832011, Build:6.12.5.8, Ver:6.12.5.8 Material Properties Calculations per AISC 360•05, IBC 2009, CBC 2010, ASCE 7-05 Analysis Method : Allowable Stress Design Fy : Steel Yield : 36.0 ksi Beam Bracing : Beam is Fully Braced against lateral-torsional buckling E: Modulus : 29,000.0 ksi Bending Axis : Major A�ds Bending Load Combination 2006 IBC & ASCE 7-05 D(0.90) L6x4x5/16 �plled L08dS ' Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... � Uniform Load on ALL spans : D= 0.90 k/ft — - - - -- — -- DESIGN SUMMARY � • � • - nnaximum t�ending 5tress Katio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.450 : 1 Maximum Shear Stress Ratio = 0.094 : L6x4x5/16 Section used for this span L6x4x5/16 2.845 k-ft Vu : Applied 2.276 k 6.326 k-ft Vn/Omega : Allowable 24.252 k +D Load Combination +D 2.500ft Location of maximum on span 0.000 ft Span # 1 Span # where maximum occurs Span # 1 0.000 in Ratio = 0 <600 0.000 in Ratio = 0 <600 0.039 in Ratio = 1537 0.000 in Ratio = 0 <600 Ma�cimum Forces 8� Stresses for Load Combinations �' Load Combination Max SUess Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Dsgn. L= 5.00 ft 1 0.450 0.094 2.84 2.84 10.56 6.33 1.00 1.00 2.28 40.50 24.25 Overall Maximum Deflec6ons - Unfactored Loads Load Combina6on Span Max. =" Defl Location in Span Load Combination Max. "+^ Defl Location in Span 1 0.0000 0.000 0.0000 0.000 Vertical Reactions - U�feCtofed Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.276 2.276 � D Only 2.276 2.276 1) Deflection of entire system inclusive of beam + ledger has been limited to L/600 so as to ensure no cracking of existing brick veneer. 2) It is quite evident that even for out of plane forces (i.e. seismic on brick veneer) the stress ratio of L ledger is not going to go over the limit. ,. .. . �. . �oB: `606U-1..�e,b��ie d �► v DATE : By SUBJECT: E N G( N E E R S CONSULTTNG ENGINEERS =`--� �c� � d�z� -�. ��? ��. # � � �,.�. �o� �°� � F�t, `� J k._�f�x 3�� rt�v1� �- ��cd �n�, a �m enC� �'P��'� -�fl GQ � t,cm ►'> • _ �t31 ►J��`i'Dt's� _ �fa.rx�e ��rQc� c�� `-py D� w f � t� �'�� ;� Ys/,� W F 21 x 4 4� ��..m �..�1 :�= U!! s�c.�,�v L.pc�c� ; �'��j� �� xs'► a� - s• 3 �� - u� ��t- �� .r p-�e vl`or c.s cn I�s� %�c�si on cg �"e��r(�..�,+�e.c�" o�r -zs�ar� c��i �,� _ c�u.�!� Cr,�i b y �-o� . � %o �� m �rn �`� c�s � r� �-r� . ��"� r�c�.- �� •.. �-e-�Si C� �'t t bt� C�� i'�C.f ! 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' i 1 O �. ��. � ��a'n�,�.f ' ��,2 � C'�� , "'�� ,�� t'r�� '�i �. �c�"'� , � ai��._ Ue»eo�-� c�t� nta� ��?pe��., �.;��' _C.��.�: �'�°t�m. : c�c� �c.� . �-'��:� . �_. _�,�� . � , _C��_ ._�� c..�_ v��.� ,� - E r � � . _.%�arn �i� �- . � _ n � �,. _-�-�.?. ��, _ __ ±�,► t� � �� ,� �.. cr � _ _� t�e, JOB: � DATE: By SUBJECT: E N G I N E E R S CONSULTING ENGINEERS � �`V �'�:a , -�t�`�' � �� `� . ��.+,�.Q �5� � � �—i-�j�, �rz e� �n �-�L � %ea� c �.�e +r r �,� �� i t�n ��-� � o . ��4 _�e .. _r�c�.i �Cc��c�t� i.s r-+��. ��.�°n ��n�rcler�ie. � � � �npc.�h r(--o c�ex�o� tn- c�l�.��-�'� �,.��s� �. �� ..� �yS��. � r� • JOB: f��'r.f' � ��P.'.� �{� f � � . , DATE : gy SUBJECT: E N G 1 N E E R S CONSULTTNG ENGINEERS 0 . Cc�_lcc,�l c�-� o�ri ��r �t-�5� GuCu rnr� �..� ��, �f s_ _ �►r' � ______ _____� 4 �� ^' 2„ 4�� „ � /z � � W_.��'._--�f`_�.. n �r�� f/�.. 5 0 0 � -_ � . �? S� =� ?e4 x �j',� • - � `- —� PL3/4x5x0'-11" � Lac�ts Cov� Cat _ � . r _ � pD �1- X � — 2z. � �,Ps . ._ _ - __ � ��, .= to4 xZ2-s��;�s �� = 3�.s �;�s, . ' - `� �v�;C�s�9�� - s� c�nct �: v� Ca �•«sc�P-� cns u St,..� �, ; �c�Q = 4•la� ��G'�1 i - �c = �=�' � �}G = o� • S �Si ' ' ��.�� S Q--� _ �s1� d�� P � 3 �. s�; s P,� _ s' x� �" � C � ��. - � ,��- � �� .�..� o� a � g�� r, � �, � �c,� . � i'N 31-5 k��c _ (�, -573 �� u = �� — ,.� _ _ JOB: � DA'FE : gy SUBJECT: E N G I N E E R S CONSULTING ENGINEERS � 7�- C'� I� �t.D b e.�., cQ,a h� w,.�, �nn e�.-,,r� t e.caa� ctnrHn :— Q� =�= ti— o�� s CD�� a�� Z Q,- � �{_' p•c�i s C-`�'� 2 �- ._ 3 . 6 � ,�,Z 2 • �� _ ��u��, _ �•S_�3 ` 3_&Z Z Z �� -- 3.�-.�. �-�ps- i� pe�g i�1. a v� «�� o,� �-�- c��--� � M� __- � �jr � Z � = ptic�r� . s�h� w�� Pe.�r � � � � t� . = 6.q x 3� x p, l�t-t?6� �� . ¢ _.._ bo�'�2' - . . _.._— � �. �-- — �-. � �.e�, - �+ �t;..,.. � - � � � — �a'�4��6�. �V [/'�: c�`}� �-Cl CE� � �Z- ° �60�0 — v�� 9t�c��d JOB: � DATE : ^ 2 � BY SUBJECT: / E N G i N E E R S CONSULTING ENGINEERS � Gaa cu (c�-�'a✓� �c�n- F IS S Co� uvav� b��e. �� eb ,� s� �; p - �i _ t �� '� /2 � z� 4 i �2 �►�---�-�-* - - ,�� N 5" � � .�•� ` Hs� �u�, x �%4 � ,i - : P� �'2 T�-��c�( �..Oo� Ovt �.C3iU.vu►%1 �= q oc� x l 2 4 5' Ct� b�) = I(.25� f'u = la4 Xii.2S = ��,�S,K ''' �. cc �+t�► c�► ��r d� L vG.d . e= 6-2.s =3.s" ti �� f�? . _ �= �M - �', X !2'} -_ 6 0 ; v�2 _ . �- 5� c� ��✓i M 4dta. ( U-� _ S = P�N�" 6 2 _ : = 5X 12 _ (_2� �i�3 6 n� T � � JOB: _ DJ1TE : — SUBJECT: E N G I N E E R S CONSULTING ENGINEERS `} ��K ' � � � � � °� + -� ��. � o, 2 a�c s� I. 266`� , ,. �, �� ;' �R�, � . ., � _ _____�. ,� � , , �'`a' i1 �N�� 5��. � �--_ _____ i2"_-__� :� __ .�. �' Auc,d, i� u.�►� C', Co v► t 1� e_ �ri 9w., ,{ .1 —�-�__..._._.;...v.,. �_.�_�..�a.�..�.._ . �' . _� = ;�,�5 X 0,$�X -��G �� = 1.3S l E�� 7 �q �2 uS� -r'c = 20 ��° J t1 e.� c�> ; p t� �t' M�o P�'fo� �.4.�- p.� CQ�v� ' �,:c �.. . _ ... . . _ _.-�..�_..�_..._.� _.ti.� � ---- - - ..�� . o.393us� , � , ��` _ �:266� ; � � ' ' I .-�"� n , ; � 2� �� ` � � � �.� Q' 1�f 3 i i � u S YYt D WISU�,.i � f V� 5! � ? �, e Ci.�6 _ i s,o4� = 5, o� x I,�I —{�. 2�66 x ,.1 l o`� i ;, ��- �– 0,� 6� 5,i3 �1, 43" 2.s�'� � `_._ . � ,�� e�2"�,bb � - "" C�, Q_ k � P ° , ,� JOB: � DA7'E : By SUBJEC'T : E N G i N E E R S CONSULTING ENGINEERS � Wlf3wlCU.�" c� �(?,�� Sit� � . �'�u = � d�`�Q x c�.62 � S 2 � � �c�. = oe6s Ki� � in . � �c�+�,� Cc��Ci �� . a� C'�c�,. plc�e . _ � �:- T3t2 . _ � x o9s2 _ _n,3�2 � `,h3 �. �+ ; �'"(w _ �. z. - 3 5 x n e3t25 , = 110 2 � �:s Q � � ,+� ��r�, _ 0�� x �►.2S = � o � i 3 �� P •a � � �� . �R� � � ��d r�E� C�Q��-� I-t �n,c G , Q � . ' ��1c �n o�-�,¢ b� I t . _ _ 1�:,g;Q,� �ca�re '►�t A. ��_l� 'J� 1• 2 66'�, U.� t,�i e�n �� 12'�- y 1 e S S.C�-+nd s e e ra�s o� ' P e r �� Q �.�-� + C} t'� U . City of Tukwila Allan Ekberg, Mayor DepaYtment of Community Development Jack Pace, Director July O5, 2016 SCOTT LAROSE 4000 DELRIDGE WAY SW - SUITE 200 SEATTLE, WA 98106 RE: Correction Letter # ] DEVELOPMENT Permit Application Number D16-0143 85C BAKERY - LANDLORD WORK - 1350 SOUTHCENTER MALL Dear SCOTT LAROSE, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on vour drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • Pending Structural review. PLANNING DEPARTMENT: VALERIE LONNEMAN at (206)433-7140 if you have questions regarding these comments. The proposal would remove trees that were required under permit 91-4-DR and retained in permit L10-024. Assess the feasibility of re-locating trees that are slated for removal to other areas of the parking lot and include in resubmittal. Consider the removal of the tree grates around trees that are to remain and inscead planting shrubs and groundcover. See TMC 18.28.240(C) for regulations and guidelines for landscaping between the street and sidewalk. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Please show any storm drainage catch basins in the immediate vicinity that will require erosion control/sediment protection during the outside demolition. 2) Submit a cost estimate for work outside the building and enter the amount on page 1 of the attached PW Bulletin A2. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four 4 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, � �`� �^ .1 " _ � Bill Rambo Permit Technician File No. D16-0143 6300 Southcenter Boulevard Suite #100 • Tukwila Washinxton 98188 � Phone 206-431-3670 � Fax 206-431-3665 � � �ERMIT C4�RD COPY . PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0143 DATE: 08/16/16 PROJECT NAME: 85C - LANDLORD WORK SITE ADDRESS: 1376 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued Response to Conection Letter # X Revision # 1 after Permit Issued � DEPARTMENTS: � � �•�' � Buildin Division Fire Prevention Plannin� ivisi n g ❑ ❑ g o Public Warks � Structural � Permit Coordinator � PRELIMINARY REVIEW: DATE: O8/16/16 Not Applicable � Structural Review Required � (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DaTE: 09/13/16 Approved d Approved with Conditions � Corrections Required � (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied � (ie: Zoning Issues) i �:v�� Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/ I S/2013 PERMIT CO�R� COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0143 DATE: 07/19/16 � PROJECT NAME: 85C BAKERY - LANDLORD WORK SITE ADDRESS: 1350 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: �� C, �- 1-� 1� ��- 7-�� l� Building Division � � Fire Prevention � Flanning Division � � �c �'��P Public Works Structural � Permit Coordinator � PRELIMINARY REVIEW: DATE: 0%�19/16 Not Applicable � (no approval/review required) REVIEWER'S INITIALS: Structural Review Required � DATE: APPROVALS OR CORRECTIONS: DUE DATE: Og�16/16 Approved ❑ Approved with Conditions � Corrections Required � (corrections entered in Reviews) Notation: REVIEWER'S 1NITIALS: Denied � (ie: Zoning Issues) DATE: Pernril Ce�rtcr Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/207 3 �ERi�ITCO�RD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0143 DATE: OS/31/16 PROJECT NAME: 85C BAKERY - LANDLORD WORK SITE ADDRESS: ???? SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �}'� Cc,r�� -3 �(� ��{�J� �•q'I(o V L�vY 6•!�'l� Building Division Fi�•e Prevention � Planning Division � J1�S �or✓ �� tc� Public Works Structural � Permit Coordinator � PRELIMINARY REVIEW: DATE: OC)IOZI16 Not Applicable ❑ (no approval/review required) REVI:EWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Structural Review Required ❑ DATE: DUE DATE: O6I3OI16 � Approved with Conditions ❑ Corrections Required � (correctio��s entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Pernzit Ce�rter Use Only CORRECTION LETTER MAILED: �`V �'� Deparfinents issued corrections: Bldg� Pire ❑ Ping �— PW�' Stafflnitials: 12/18/2013 � • PROJECT NAME: U✓ G �I�I � �� V�' u� � STI'E ADDRESS: � � fv � 0 a�� PERMIT NO: — � _ I � ORIGINAL ISSUE DATE: REVISION LOG REVISION DATE RECEIVED STAFF ISSUED DATE NO. INITIALS e �s � �� iummarv of Revision: ,Gt,1�1 G�(,OI,DPi �.P�/�Lu{/�,P.V1/l•tivt Received STAFF INITIALS �w REVISION DATE RECEIVED STAFF ISSUED DATE STAFF NO. INITIALS INITIALS Summar of Revision: Received b : �piease prmt� REVISION DATE RECEIVED STAFF ISSUED DATE STAFF NO. INITIALS INITIALS Summar of Revision: Received by: �piease pnnt� REVISION DATE RECEIVED STAFF ISSUED DATE STAFF NO. INITIALS INITIALS Summar of Revision: Received b : (piease pnnt) REVI5ION DATE RECEIVED STAFF ISSUED DATE STAFF NO. INITIALS INITIALS Summar of Revision: Received b : �piease pnnt� REVISION DATE RECEIVED STAFF ISSUED DATE STAFF NO. INITIALS INITIALS Summar of Revision: Received by: �piease pnni� City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://w��.TukwilabVA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through t/ze mail, fcrx, etc. Date: 9 S 1� Plan ChecWPermit Number: �``j " d� y� ❑ Response to Incomplete Letter # CITY OF TUKWILA ■ ►, ■ ■ Response to Correction Letter # Revision #� after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # AUG 1 � 2016 PEFiiUitT CENTER Project Name: �� " L--►�� 6� �C�� Project Address: Contact Person: u Phone Number: Q�'' % �� 3� �� Summary of Revision: '1��1 �Sc��t� `F-t-=Q �-t 1 �'"M�`�'�S - '{�-�l�,S�o� '�-�� t��-`� �' �P�,� ��1, ��^�i ' -� s�vL�l �� ' 11�1�S�,Pc� �t �J -��5 ��i �� "� �� ► l� ST� t,LE-i� �S �'c�- c' a� �C� �Z�J � �^ Sheet Number(s): �, � � C� "Cloud" or highlight all areas of revision including date of revi,�ion Received at the City of Tukwila Permit Center by: h��t� � Entered in TRAKiT on � W:�Perrttit CenteATemplates�FormsUievision Submittal Form.doc Revised�. August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://w��v.TukwilaWA. o�v REVISION SUBMITTAL RECEIVED CITY OF TUKWIL� JUL 14 2016 Revision submittals must be submitted in person at t/te PerRt��. CENTER Revisions will rzot be accepted throug/z tlZe mail, fax, etc. Date: ' � _ Plan Check/Permit Number: .J�'� "—� �'"1 � ❑ Response to Incomplete Letter # [�Response to Correction Letter # � ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: c�5 �� /-{-(��— �N�L��' �fl� —" �3.� .�9(JI�C�y-M�L /YIFj-CL Project Address: �3 7,y �o cJT��-«7�(��L "�UL%� � L,� t lN (-� �/ � I Contact Person: .�� t�t -�oS� Phone Number: �b �� _%�� Summary of Revision: �S P� N S� �T'o C��-�—��'C. n.J c��i ��2 �'� Cf�rv � I n16 �P"1 , �FJrn mCN'� : � C � . . �� 'c.,,� �l� �' % �-�t-�' � �j-Pt D A2� �� C33'c--`f'z�e�'rv �'��-� _<;�' ��t�' �t- 2 , � C�W D� �M ��,.�s : � T�D nM �� c�4-'�-� (3 S!�`' � S I o(� Gor�'f� � � PotJ 5� S�}-o�.J N O,N S.t�' ��.) 2�' / q�J4� Cos � Sheet Number(s): /�✓� �� O. � �{�� "Cloud" or highliglat all areas of revision includi, Received at the City of Tukwila Permit Center ❑ Entered in TRAKiT on W:�Permit Center\Templates\FormsUtevision Submittal Form.doc Revised: August 201 S date � J E M CONSTRUCTION INC Home Fspanol Contact Safety & Health Claims & Insurance � Washington 5tate i��partment of �,,� L�bOC $c I�1C�L15�CI@S J E M CONSTRUCTION INC Owner or tradesperson 29506 8TH AVE S ROY, WA 98580 Principals 253-843-2765 MILLER, JAMES E, PRESIDENT PIERCE County Doing business as J E M CONSTRUCTION INC Page 1 of 2 Search L&I � A-'L Index I[elp b4y L�YI Workplace Rights Trades & Licensing WA UBI No. Business type 601 770 782 Corporation Governing persons JAMES E MILLER LORI K MILLER; License Verify the contractors active registration / license / certification (depending on trade) and any past vioiations. Construction Contractor Active. __.........._ .............._............_...................._._. Meets current requirements. License speciaities GENERAL License no. JEMCOI'033DD Effective — expiration 03f04/1997— 05/15/2017 Bond CBIC $12,000.00 Bond account no. SA7695 Received by L&i Effective date 03/19/2002 03/01 /2002 Expiratinn date Until Canceled Insurance _ ......................... American States Insurance Co $1,000,000.00 Policy no. 01C12205496 Received by L&i Effective date 03/29/2016 04/16/2015 Expiration date 04/16/2017 Insurance history Savinys No sav'ings accounts during the previous 6 year period. 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M � v, _..; s 't., , � .. � , � c � , � � k` ! .,, �.u..,...., , � � � � � .. � � ,„ w � l � � � � � � � � � a � � A � � � ;' J � � � n,..� w,,,._.,m � ti,N,..,.,, � � � � � � � � � � .....,,,�, .�.,.,..». � ........................ � ,.......,,..,_ "�` M p, �� m k� � � ,a F `� a , .,�..,.. ._ ,r ...�...,,.„;, .................� ,.. �,.,....,......... �.. i � ; _,M .�9�0. ..�,. . , :. .,.,,-,� R„�..,. i � .,,,� �{' ` .� ..� � �� x � � � ," .. �-' � 4.,..,. . � � . .�.. . �S. . �..,....,.. � �•....�..,�� m � a, ,+ CODE SUMMARY: - WASHINGTON STATE BUILDING CODE - WASHINGTON STATE AMENDMENTS - 2012 INTERNATIONAL BUILDING CODE - 2012 INTERNATIONAL MECHANICAL CODE - 2012 INTERNATIONAL FIRE CODE - 2012 UNIFORM PLUMBING CODE - 2012 WASHINGTON STATE ENERGY CODE - 2012 WASHINGTON STATE VENTILATION AND INDOOR C�UALITY CODE FULLY SPRINKLED BUILDING - TO BE SUBMITTED UNDER SEPARATE PERMIT. MECHANICAL DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT ELECTRICAL DESIGN - TO BE SUBMITfED UNDER SEPARATE PERMIT PLUMBING DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT. TENANT IMPROVEMENT - TO BE SUBMITTED UNDER SEPARATE PERMIT. THIS WORK AND ASSOCIATED PERMIT REPRESENTS THE LANDLORD WORK IN PREPARATION FOR FUTURE TENANT. SITE INFORMATION: TENANT SPACE 1610 , .� , � , _._ _ _ �� c$�,#3 �;�" ��gs`,` r�� . TENANT ADDRESS: .f �' ��+*- • - �?-- 1376 SOUTHCENTER ± ruKwa.a, WA 98188 i � ��; �'h��t�e� �:;z. _� b� �� = ��+ ��i�� TAX PARCEL NUMBER: � �� a}�� .�� 262304-9023 { ��j��'j�1'j�j �jl�'1�� O� ��+� ZONING USE: � TUC - TUKWILA URBAN CENTER � Ii�3�}�C3V�►`C� E��%: i �„�.��. `�� . TOTAL EXISTING SQUARE FEET: : ! � �+• 5177 SF " `"�.."`'�,," TOTAL REVISED SQUARE FEET: 5177 SF TENANT SPACE - NO CHANGE OCCUPANCY GROUP: WESTFIELD MALL - M- COVERED MALL OCCUPANCY LOAD (TABLE 1004.1.11: OCCUPANCY LOAD FACTOR - RETAIL AREA: 5177 SF / 30 = 173 TENANT SHALL SUBMIT FINAL OCCUPANCY LOAD CALCS EGRESS REQUIREMENTS: PER TABLE 1015.1 THE MAXIMUM OCCUPANT LOAD FOR ONE EXIT WITHIN OCCUPANCYTYPE'M' IS 49. (TABLE 1015.1) REVISED TENANT SPACE 600: OCCUPANCY LOAD IS 1�3 THEREFORE THREE EXITS ARE REQUIRED. ONE EXIT IS CURRENTLY PROVIDED AT THE COORIDOR FOR THE VACANT SPACE. TENANT IS RESPONSIBLE FOR CONSTRUCTION OF SECOND AND THIRD EXITS FROM VACANT SPACE PER THE EGRESS REQUIREMENTS UNDER THEIR SCOPE OF WORK. MINIMUM CORRIDOR WIDTH OF 44" - EXISTING AND PROVIDED THEREFORE ACCEPTABLE � EGRESS WIDTH AT TENANT SPACE - 173 (.2) = 34.6 INCHES -(2) 72" WIDE DOORS SHALL BE PROVIDED AT STOREFR'v:VT „;'`` AND EGRESS DOOR TO WEST EXTERIOR SHALL BE 36" WIDE, EXISTING EGRESS AT NE CORNER IS 36" - THEREFORE O.K. � TABLE 1016.1 - OCCUPANCY M MAXIMUM TRAVEL DISTANCE WITH SPRINKLER SYSTEM IS 250 FEET. TRAVEL DISTAiVCE WITHIN TENANT SPACE IS LESS THAN 250 - THEREFORE O.K. SECTION 402.4.4 - WITHIN EACH INDIVIDUAL TENANT SPACE IN A COVERED MALL, THE MAXIMUM TRAVEL DISTANCE FROM ANY POINT TO AN EXtT OR ENTRANCE TO THE MALL SHALL NOT EXCEED 200 FEET. TRAVEL DISTANCE TO EXITS FROM WITHIN TENANT SPACE IS LESS THAN 200 FEET THEREFORE O.K. FIRE RESISTANCE REQUIREMENTS: SECTION 402.4.5.1 WHERE DOORWAYS TO EXITS PASSAGEWAYS SHALL BE PROTECTED BY 1-HOUR FIRE DOOR ASSEMBLY THAT IS SELF CLOSING BY SMOKE DETECTION IN ACCORDANCE W ITH SECTION 715.4.8.3. SECTION 402.72 - EACH TENANT SHALL BE SEPARATED BY A FIRE PARTITION IN ACCORDANCE TO SECTION 709. CONTRACTOR SHALL COORDINATE WITH BUILDING INSPECTOR FOR STAGGERING OF GYPSUM WALL BOARD ON TENANT DEMISING WALLS THAT HAVE PREVIOUSLY INSTALLED GYPSUM WALL BOARD fNSTALLED ON ADJACENT TENANTS DEMISING WALL PLUMBING REQUIREMENTS: SECTION 2902.2 - SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES IN WHICH MAXIMUM OCCUPANT LOAD IS 50 OR LESS. OCCUPANCY LOAD IN NEW LANDLORD STORAGE IS 3 THEREFORE SEPARATE FACILITIES IS NOT REQUIRED. TENANT IS RESPONSIBLE FOR PLUMBING REQUIREMENT WITHIN TENANT SPACE 1610 PER THEIR SCOPE OF WORK. � j � � � � � b THE FOLLOWING ITEMS SHALL BE UNDER SEPARATE PERMIT SUBMITfED BY CONTRACTOR OR TENANT: - INTERIOR TENANT IMPROVEMENT - FIRE ALARM - FIRE SPRINKLER - MECHANICAL - ELECTRICAL - PLUMBING G �E �' �� ! � � 1. ALL WORK TO BE PERFORMED IN COMPLIANCE W ITH ALL APPLICABLE CODES, LAWS AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS, PROPERTY LINES, LEASE LINES, MEASUREMENTS AND CONDITIONS IN THE FtELD BEFORE BEGINNING WORK. ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 3. THE OWNER WILL HAVE A REPRESENTATIVE ON SITE, AT SCHEDULED MEETINGS AND SITE VISITS TO OBSERVE THE CONSTRUCTION FOR COMPLIANCE WITH THE DESIGN INTENT AND TO ASSIST THE CONTRACTOR IN RESOLVING VARIATIONS IN THE EXISTING CONSTRUCTION. THESE DOCUMENTS ADDRESS ALL KNOWN CONDITIONS, BUT IT IS ANTICIPATED THAT HIDDEN CONDITIONS WILL BE ENCOUNTERED DURING CONSTRUCTION. THE ARCHITECT WILL OBSERVE ALL SUCH HIDDEN CONDITIONS AND ISSUE CLARIFICATIONS OR MODIFICATIONS OF THE DESIGN TO ADDRESS SUCH CONDITIONS AND W ILL DOCUMENT ALL CHANGES. 4. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL, PLUMB AND SQUARE. 5. DETAILED AND/OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. POSTED DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. 6. ALL ATTACHMENTS, CONNECTIONS AND FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN CONFORMANCE WITH THE BEST PRACTICES OF THE BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST THE CONTRACTOR AND DO NOT SHOW EVERY DETAIL. 7. DETAILS SHOWN IN THESE DRAWINGS ARE TYPICAL AND WILL APPLY UNLESS OTHERWISE NOTED OR SHOWN. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ARE TO BE OF THE SAME NATURE AS THOSE DRAWN FOR SIMILAR CONDITIONS. 8. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. COPdTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED, IN ITS ENTIRETY TO LEVEL OF SATISFACTION OF ARCHITECT. 9. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER, INCLUDING: SITE ACCESS, MATERIALS STORAGE AND STAGING, INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY OR DISRUPTIVE OPERATIONS. CONTRACTOR TO VERIFY SEQUENCE OF WORK WITH OWNER. 10. ALL INTERIOR GWB IS 5/8" TYPE X ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS GIMENSIONED ON PLANS. SEE NOTE #11 FOR WATER RESISTANT GWB. 11. PROVIDE WATER RESISTANT (PAPERLESS) TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 12. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 13. PROVIDE ALL ACCESSIBLE StGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 14. PROVIDE ONE TYPE 5E-2A-10BC FIRE EXTINGUISHER PER 3000 SF AND NOT MORE THAN 75 Ff OF TRAVEL DISTANCE, 15. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT A7 NONRATED PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATES PARTITIONS. 16. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL B� BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE, AND/OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL. 17. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 18. FURNISH AND INSTALL THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTORS SHALL OBTAIN ALL NECESSARY PERMITS. 19. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. _._„' 20. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. RE�#�}� ; �'o c'�an��s �3�^x� �;± m�d� ta t�� , � t3� 1`.��T:: t'��i�'i�3?:� �"�t1� +�^,��3�iJ�e � i!� _ � u'st•�?a Ct�i�� Qi�sEran, i �i'.�,+1 �. i"t,�.�ir3:l.'�J �r'�� i+�i�i �i ��.�� n .�ii(,{i�$Liii) j � f� ,tW,� i�vitf ��i � � �L L� � _.�%tf�rn �Ci:�iv��i ��5. � � � � � �� t OWNER WAYNEJOHNSON 2800 SOUTHCENTER TUKWILA, WA 98188 T 206.802.6070 F 310.689.5702 C 206.714.5485 WJOH NSON C� W ESTFIELD.COM ARCHITECT S.M. STEMPER ARCHITECTS P.L.L.C. 4000 Delridge Way, SW, Suite 200 Seattle WA 98106 CONTACT: MELODY LEUNG PHONE: (206) 624-2777 FAX: (206) 624-2973 melody@ smstemper.com ENGINEER PSM 2200 Sixth Ave, Suite 601 Seattle WA 98121 CONTACT: PETER BROWN PHONE: (206) 622-4580 FAX: (206) 622-0422 peterb C�3 psm-engineers.com PRQJECT ADDRESS 1376 Southcenter Tukwi�a, WA 98118 4�� ;`'^ �3E P�;,�71T i�'teehanicai [�,#,�Iectrical �l 'j'►u bing .:s Pipira� a� c;�y of Tukwira ��_�►�_��*� � nivi�� SCOPE OF VVOR� SCOPE OF WORK SHALL INCLUDE RE-DEMISING EXSTING VACANT TENANT SPACE INTO A NEW TENANT SPACE. THE LANDLORD BUILD OUT OF THE NEW TENANT SPACE IS IN PREPARATION FOR FUTURE TENANT. WORK SHALL INCLUDE, BUT NOT BE LIMITED TO: • SELECTIVE DEMOLITION OF EXTERIOR AND INTERIOR WALLS TO ALLOW FOR NEW CONSTRUCTION • SELECTIVE DEMOLITION OF SIDEWALK, TREES AND SHRUBBERY • CONSTRUCTION OF NEW PARTITION WALLS • CONSTRUCTION OF STOREFRONT • CONSTRUCTION OF NEW SIDEWALK AREA • RELOCATION OF DRAIN LINE AND EXHAUST DUCT These plans have been revie�=�ed by the Public �k'orks Department for conformance with current City standards. Acceptance is subject to errors and amissions which do not authori7e ��iolations of adopted standards or ordinances. The responsibiIity for the adequac�� of the design rests totally «�ith the designer. Additions, deletions or revisions to these dra�t�ings after this date �vill void this acceptance and �-aill require a resubmittal of revised dra��ings - for subsequent approval. - Final acceptance is subject to f eld insper,tion by . the Public Works utilities inspector. _ Date: � By: r� - - � .� � � �I S Sheet Number n� A1.0 A2.0 A2.1 A2.2 S1.0 S2.0 S3.0 S4.0 S4.1 Sheet List Sheet Name TITLE SHEET TREE INSTALLATION / CATCH BASIN EROSION CONTROL PLAN DEMOLITION PLAN FLOOR PLAN, SIDEWALK PLAN, WALL & DOOR SCHEDULES ELEVATIONS WALL SECTIONS, DETAILS GENERAL NOTES AND SPECIAL INSPECTIONS FOUNDATION PLAN HEADER PLAN ROOF / 2ND FLOOR PLAN SECTIONS AND DETAILS �� . -�--��.1� F1� ��,� �u��,�! i� sub��t to errot� and Qr�ission�. �:; ;:i'?':'�� C��l�l��Sit�il �Si�lli'Y1�311�S E�'J'9� i?L`i`l c3U;`fiQile 8 t%i@� 11i�1a�.'.ii�e� `;1 :°.r� ��ii�it(�Sd r'�il�Ie� �}� i�i�l2i�a{�i�• f`l�:i�.�.�� c3 �E pr�v��, �:�;� i:��y and cor�c�;zi��s is acknaw�ec��d: �; ��6%(�'z ��6: / �' �''�� ..�,..�.... �i�,r o�fi �'U�i�, � , � •, ,�, � � � ::_ _ .=: -� � � ��,��r � 5�_i5[nd P(_� � ,'�� - �� `�.., - -� � �' � _s isaen st �, �� `'-'�-.�..f� _ � ; i _. s �sard sc _ � '" __ ~�� 1 � � . . . __ _ . _ - _ � �� s� w- = "`- ��, � � - . . � � � u� I `.��ta �. �} �.-:,. � ��'�tP � Fa�k �, � � �� rej , � x_n;z -, �d �;�� ,�,�:.�=�-=�-� ...''��a�. -� - , . ��,��. rs��, �� ; � �`�n"K',��" �� , �� "'�?'r� :.�=�� .-,�� ++a�';��,�:v�.r..+w�+rs.��'.� . . ."Y.': . x"".'�`.,?Y�,...,�...c „ ��..�....., ....�,..<¢s`^'""" � Spr�r��s ,'` .`ti, � a i+sfik � r i �`' < S f1TJitl 3� � �]I 1�>N4 �4� i. `�tt` �.�+. � r i�``{. �-� � j � � J 161.41 �i�. \� � y �� D Z... -.j,� � h_ � � ';�' �� .__ �. i � i �'i , . .�i . .1 y�`y � � ��i j N � �t�. � � . : I i ' itf � :3�oii� �� 1.^_ �_... 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Y; � �� ' --- ..�� t .t�� a� _W i _. .___Strander 6tvd_ __ _ ,�" � �p Tretk�Ur, �.� 6 " � .�'iXiC�'#sT3,�." . �p . - .... _ � Fertd _ . � $� } �� fi 5 %t��o�' x; !�� '� , � � � 2800 Southeentx Porkwoy TukwYa, WA 98188-2888 (208) 248-Ot23 nas oaaw�:c is u+ iNsmw�+r ov s�aHce, is r.�e vao�an a n�c M6f11ECT AND YAY NOT BE REPRCOU�D NiTHWi RIE MQiIiECYS PER41550N M�� U`l!FSS 11tE REPRO]I!CDCN CARR�'ES 7NE MpN1ECi5 NAYE ALL DE9Q! ANO O7FRR IAiFOR11A71(1N 4fOMV ON T!� DRAW.NG .t1tE FOR USE CN THE SPEqF7ED PRQfCi ONLY AND SHALL NOT BE USED OTHERINSE NITHWT RRITTEN PERAlIS96N FROA1 TFiE ARCHITECT I S . NI . STE��IPER ARCHITECTS :1 Profrssionnl Limiled I.iabilih� Comp�nc =1000 UGLPIDGL' 11'AY S11' �� SUITf: 200 • SE:1'I"fl.I:, R'�1 9iS10G (20G) G:_'-1-2777 • F'A\ ('-06) G24-'973 I 4)?(1 7 PERMIT SET 5-31-16 REVISIONS # DATE 2 Revision 2 7-14-2016 �EC�IVED CITY OF TUKWILA JUL 1 � 2016 PERMIT CENTER PROJECT ARCHITECT SMS PROJECT MANAGER ML TITLE SHEET � ��' �° � 1 �t� . � � A� . � 1622.03.02 � � � w Y Q m U � � Y >O > � � � 0 � 0 � � � � .� � 0 � � � ca m U � � � � c a� U .0 � 0 � � U � .o � � 0 N � � � a� � � \ 2 TREE ISLAND 2 1 " = 20'-0" / / � LL c LL 3 TREE ISLIAND 3 1 = 20 -0 TREE INSTALLATION / CATCH BASIN EROSION CONTROL PLAN 1 " = 40'-0" CONSTRUCTION MAINTENANCE STANDARDS: 3AG �, pfJy ACCUMULATED SEDIMENT ON OR AROUND THE FiLTER FABRIC PROTECTION �B SHALL BE REMOVED .[MMEDIATELY. SED�MENT SHALL NOT BE REMOVED WITH V'�ATER, AND ALL SEDIMENT MUST 8E DISPOSED OF AS FlLL ON SIiE OR HAULED OFF SffE. 2. ANY SEDIMENT IN THE CATCH BASIN INSER7 SHALL BE CLEANED OR REPLACED AT LFJ�ST MONTHLY. 3. REGULAR MAIN7ENANCE IS CRI7ICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLfKE MANY FORMS 0� PR07EC710N ?HAT FAIL GRADUALLY, CATCH BASIN PROTECTfON WILL FAtL SUDDENLY AND CaMPLEfELY fF NOT MAINTAINED PROPERLY. CATCH BASIN EROSION PROTECTION � 0\ NEW SHEET �k�1.�tiJ1►�a.J e Via �t�D� �C�l1��'l.ff��lGE � ,ry ��z�� , :'^�'i. k i ��3 V C�.. :`� A�� -� �1i�6 . 4• , .. V : E';fi} �L 1 i�t�tvE:� �s��`� � ��'arr"� t'1t�;.i�µi.�;�i�-.j G� 4 i �' ,-�^"=� s.� a, i }� �� F � �� .,a�� `� � d � � �a � � ' � �� 3�� t� ti�°�� ,, �� j, � r,� 3�� , , � � w $i� � ,�p • � � 2B00 Southcentx Pakway Tukw9a. WA 98188-2888 (206) 246-0423 1wS DRAwhC i5 AN MSiRUufNi OF SERVCE, IS IHE PROPERtt C� iHE MRIIIECT ANO MAY NOT BE REPRCOULED N1iHWT THE AR(7A1ECY5 � PER41S90N INU UW.F55 71iE REPr�ODUC➢CN CARRIES 7HE ARtliITECYS NN/E ALL DE4GN AWl OIHEN II:FOfiVA7K1N 910MN QV 7HE OR�YdNC ARE FOR USE CN THE SPEdFlED PROJECT ONLY AND SHAtl NOL AE USED OTHERINSE NITHWT HRITTEN PER611S90N FRO!A THE ARCHITECT �� S.M. STENTPER � ARCHITECTS :1 Pro(c.sionnl Limiled I.inbilil�• Compn�p� . -1000 DCLRIDGE 11'AT S}1' SUITG '�00 • SE:\TTLG, If':1 9fl10G (zor) cz�-�-,;; • tax 1_oc) c^�-2s7s 4220 REGISTERED � . I�RCF i�" ;i�OTT f,! �TF !PER ��TE OF 1IASHI 'GTOP! 7 � �� ,--. � 3_ � � W 0 � Q '��' m pU �� 0 � � Q Q Z —� W O F— T-- W c�ry� T L.L� W � U �" �C � �� t!� OC O � oc w o � T � � W � = S� � � J O_ �� T PERMIT SET 5-31-16 REVISIONS # DATE 2 e is'o 7-14-2016 CITY OF TUKWILA �u� i �. 2o�s PERMIT CENTER PROJECT ARCHITECT SMS PROJECT MANAGER ML TREE IRISTALLATION / CATCH BAS I N EROSION CON�ROL PLAN 1622.03.02 NORTH SIDEWALK 10ED WEST SfDEWALK DAMAGED STUDS 3 WASTE DRAIN LINE OFF OF WALL TO RISE OF FLOOR AND RECONNECT NTAL DUCT ABOVE LARDS SWAMP GAS EXHAUST DUCT 1 /8" = 1'-0" 0 Zo r- 18 N C4'� M N ��, 15' - 1 1 /4" �. 30' - 5 1 /2" 18 �� 11��\� 13 J� I // \i �\6 23' - 0' ± � �/� , � �� ,- — — — — _ � � 3 2 � ±g'-5" � � 5 „�..J < �A1.0 3 '; A1A �% � � �/ c y� ° �� 3 // � � � 1 e--�------o---� --o 10 � 12 � " I � � � � �' - 13 � I � � � i� � !i E� �� ; ; � 18 � 0 N co 5 , ��\\�Q,O — — — ;I, 28' - 0" 18 � --g- L 10 I � �'— — _ ;; i �; � LEASE LINE KEYNOTE LEGEND ORELOCATE (E) SWAMP GAS EXHAUST DUCT TO VERTICAL, AND RECONNECT TO (E) HORIZONTAL DUCT ABOVE, REMOVE (E) BOLLARDS O2 RELOCATE (E) WASTE LINE TO ROOF. DEMO SLAB AS NEEDED TO TIE INTO DRAIN LINE AT EXTERIOR OF BUILDING. COORD. ANY SLAB CUTS W/STRUCTURAL O3 (E) EXHAUST DUCT AND WASTE LINE AT FLOOR SLAB, DEMO O4 DEMO (E) WALL ASSEMBLY IN IT'S ENTIRETY AS SHOWN ON PLANS TO ACCOMMODATE NEW STOREFRONT. (E) BRICK VENEER TO BE DEMOED IN 5' SECTIONS SUPPORTING EACH SECTION PER STRUCTURAL DRAWINGS BEFORE DEMO OF NEXT SECTION. OEXISTING STRUCTURAL CROSS BRACING TO REMAIN. ODEMO (E) BRICK WALL FOR R.O. FOR NEW 3070 EGRESS DOOR O(E) DUCTWORK AT APPROX. 9'-8" ABOVEFLOOR SLAB TO REMAIN ODEMOLISH (E) PARTITION WALL IN ITS ENTIRETY. ODEMOLISH (E) ROOF LADDER & CAGE, ROOF HATCH TO REMAIN 10 DEMOLISH (E) CHAIN LINK FENCING 11 CUT OUT BOTTOM 4-5 FEET AS NEEDED OF (E) DAMAGED STUDS AND DAMAGED SILL LEAVING REAR FLANGES IN PLACE SO AS NOT TO DAMAGE (E) GWB WALL IN ADJ. TENENT SPACE. SISTER NEW 6" METAL STUDS TO (E) DAMAGED STUDS RUNNING 2' BEYOND CUT AND REPLACE DAMAGED SILL W ITH NEW L CHANNEL. 12 DEMO AND REMOVE (E) SIDEWALK TO (E) CURB (TO REMAIN) IN AREAS SHOWN AS HATCHED. MAKE ANY CUTS AT (E) JOINTS IF POSSIBLE. 13 REMOVE (E) TREES AND AND LAN SCA JjVG IN IT NTIRITY Y�� 14 (E) TREES TO BE REMOVED AND RELOCATED SOUTH PER NEW SIDEWALf PLAN. SEE 2/A2.0. 15 REMOVE AND CAP OFF (E) IRRIGATION SYSTEM HEADS AT AREAS OF DEMOED TREES AND SHUBBERY. ENSURE (E) IRRIGATION SYSTEM CAN SUPPLY WATER TO REMAINING FIXTURES�BEYOND AREAS OF DEMO. 16 DEMO PART OF (E) VESTIBULE GWB WALL AS SHOWN, 17 DEMOLISH (E) TREE GRATES, (E) TREES TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION. 18 ALL (E) CURBING BETWEEN SIDEWALK/ PARKING TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION. GRAPHIC LEGEND �l EXISTING CONSTRUCTION C—� ITEMS TO BE DEMOLISHED � � SIDEWALK DEMOLITION AREA � -� / II DEMOLISHED DOORS / � U OKEYNOTE REFERENCE O GRID NUMBER � ' PHOTO REFERENCE DEMOLITION PLAN 1 /8" = 1'-0" DAMAGED SILL CROSS BRACING /� l C/�1� I IIVIa UVI� 1 VVVRY� � �� Sou th cen ter 2800 Southeentx PMcwy Tukrlc, WA 98188-2888 (zoa) z4s-wza nus oa�wxc is u� wsiauuaT a s�vice, s n�e eaoar�tt a n+e M(71�lECT AHD IIAY NOT BE REPRWUCcD NIIHWT THE MCHITECYS PFRt11590N ,W� U,`l1E55 THE REPROOUCIICN CARR�ES THE MOulECYS N/�4f., ALL pE4CN ANO O71�ER INFOR4Allp7 SW1MN ON 7HE DftAW.NC IRE FOfi USE ON IHE SPEqFlED PFOJECT WLY ANO SHA11 NOT fiE USED OiHERN^SE 1NTHWT KRITTEN PERMISSION FROM THE ARCHIiECT S . NI . STEMPER ARCHITECTS A 1'rofessional I.imiled Linbilily� Compnm� �1000 D�LRIDGE {IA1' Sll' SUITB 200 • SE:iTTLP, 11�1 9f]lOG (�oc) r�i—�—,;; • eax �zoc1 az�i—�s;s 4220 1 R�GISTERED . SCuiT .: '�rE�,iPER STATE 0 4S'AS�iINGTON 1 1� l� i"1 � � � � W o� � � � pU � � � � J � � � zQ Qz —� W O I— T � � � T W � U~ aC � t�i� � vJ � O � PERMIT SET 5-31-16 REVISIONS # DATE 2 Revision 2 7-14-2016 � RECEIVED CITY OF TUKWILA JUL 1 � 2016 ?�ERMIT CENTER PROJECT ARCHITECT SMS PROJECT MANAGER ML DEMOLITION PLAN A1.0 1622.03.02 � ¢ rn N O oi � 0 N � � � N c0 0 N TOP OF CURB ELEV. -0'-1 "± - r w Z' � X w � � � •- •• -� ` \ � `, ��\ = : �.�� _ `` \ � � �� 1\` `111� �\ `q `\ � •• � � �� \�,►. . � . . �� MAX S \` �� . �RAII �R, `ri, - 0"�4' - 1 "`I(l�\\7' - 17 MAX � � f0'-0" ELE�( (EXIS� r � 1:12 WEST EDGE OF (E) TREE GRA — 12 17 12 � 2s� - o° + ;ONTROL JOINTS, TYP. ��"��\\\\\\\ \\�-1'-0"± ELEV.� " END OF NEW -0'-1/2" LEVEL AREA (TOP OF RAMP) ' 0'-0" ELEV ( INTERIOR 1 -0'-1/2" ELEV I EXTERIOR 1 I i = (1) STEP DOWN � � NEW EXIST Z+� � �8 � 17 � 13 3'-9" _ STOREFRONT JAMB, TYP. SEE DETAIL 1/A2.2 SIM � O T � " SIM. TO OPP.W/ OUT EXHAUST DUCT � � _ I 4 ( � ! A2.0 I J � EXTERIOR INTERIOR I m ,� � � ENTRY DOORS, SIDELIGHTS � j ; i I H ; EXTERIOR WALLS: 8" METAL STUDS @ � ' i16" O.C., 5/8" EXTERIOR GWB, VAPOR I ; BARRIER, R21 INSULATION,UP TO STRUCT. ! � EXTERIOR FINISH BY TENANT, TYP. I � 0'-0" ELEV I INTERIOR -0'-1/2" ELEV , EXTERIOR �� i ' �. �, SLOPE TO LEVEL � .` , ,i WITH SIDEWALK �`�� W THIS AREA �� ' i ,; / ' 0'-0" ELEV INTERIOR . 2 SID�EWALK PLAN W/ RAMP� 1/8 =1-0 I -- WALL �/ > TYPES 0 T � INTERIOR WALLS: 3 5/8" METAL STUDS @ 16" O.C., 5/8" GWB TYPE X UP TO STRUCTURE, TYP. (E) 8 DIA. SWAMP GAS EXHAUST DUCT REROUTED VERTICALLY TO CONNECT W/ HORIZONTAL DUCT ABOVE 3 EX�IAUST DUCT ENCLOSIJRE, SIM. WALL OPPOSITE 1 = 1 -C�''--� /—'\ �---� _ (N) RAIL BYTENANT � � u Y �� i (E) BUILDING, FDN (N) 4" CONCRETE SLAB I ON 4" GRAVEL ON � h�� (N) 1/2" ASPHALTIC EXPANSION COMPACTED FILL i � JOINT FILLER AND SEALANT �� (E) CONCRETE CURB � y i � i r 2% MAX SLOPE (EXTERIOR) (E) ASPHALT � n i PARKING LOT +� i 2% MAX SLOPE � - .- a - "_ : , '- ° "'" � � -0 -0 ELEV � �� - (INTERIOR) I� - Td � �- "� i�� I�� I�`� I _. � - — � �-(1) STEP BEYOND- � . . . - : �� ,- _ _ _ _ ` I�i 111— III III—I�II II _-�'°1— �� I= - I — I I, i _ i � —•" a� —I I I MONOLITHIC POUR / THICKENED EDGE - �E) FOOTING I— i I I I — I— i I � — -AT RAISED SIDEWALK AREA NOTE: 8 REFER TO STRUCTURAL SHEETS FOR REBAR AND WELDED WIRE MESH SIZE PLANTING AND SPACING � ± 6' - 6" AREA 8� _ �„ 4 WE�ST SIDEWALK SECTION � 1/2 =1-0 � �� 1 - 2 � WALL TYP - EXISTING WALL TYPE - RATED ASSEMBLY UL U-465 w EXTERIOR MASONRY / STUD - 5/8° TYPE X GWB o _- � -(E) MASONRY - 6° METAL STUD FRAMING AT 24° O.C. � `� "' -(E)1/2" EXT. GWB - - 5/8° TYPE X GWB X -' � -~; '. Q - (E) VAPOR BARRIER "' ` - � -(E) 8° METAL STUD FRAMING AT 16" O.C. _ -(E) R21 BATT INSULATION CONTRACTOR SHALL CONTINUE WALL ; � _._ - 5/8" TYPE X GWB AT TENANT SPACE - ASSEMBLY UP TO ±8'-0° AFF - WALL SHALL CONTINUE UP TO STRUCTURE $ (ABOVE AT NEW STOREFRONT) CONTRACTOR SHALL VERIFY THE STATUS OF ±1'-2" CONTRACTOR SHALL VERIFY THE STATUS OF �- s' EXISTING WALL ASSEMBLY TO MEET MEET 1-HR � 1�4. RATED ASSEMBLY REQUIREMENT. EXISTING WALL ASSEMBLY 1- HR CONTRACTOR SHALL REPAIR ANY CONTRACTOR SHALL REPAIR ANY BLEMISHES, DENTS, AND ABRASIONS IN BLEMISHES, DENTS, AND ABRASIONS IN WALL TYPE GENERAL NOTES: EXISTING GWB AND INSULATION. EXISTING GWB. 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO METAL STUD WIDTH AND THICKNESS, HEIGHT OF STUD FRAMING, CONDITION OF EXISTING GWB. 2. CONTRACTOR SHALL PREP AND PRIME ALL NEW TENANT SPACE GWB AND STORAGE AREA GWB TO LEVEL 4 FINISH. 3. CONTRACTOR SHALL PREP AND PAINT ALL MALL CONCOURSE (NEUTRAL PIERS, BULKHEAD, ETC., RELATED AREAS TO LEVEL 4 FINISH. COLOR TO BE DEfERMINED BY WESTFIELD. 4. CONTRACTOR SHALL MAINTAIN RATING OF ALL 1-HOUR RATED ASSEMBLIES - EXISTING AND NEW ASSEMBLIES WITHIN AREA OF WORK. A2.1 2 14'-7" TYP.^ 1 A2.2 C� 8 0 - - ZV � 4 � 3'-9" 0 T o I 3 ( � 4 02 , � I� 3 � , � r � 7 5 _ — _ o 5 � A2.2 N � � 1 ABC3VE � 8 TYP. A2.2 0 3 T � 4 1 2 io 6 0 O� � 3 � `- : - :� WALL TYPE - EXTERIOR I == 'I w - EXTERIOR FINISH BY TENANT o I ---- �I � - 5/8° TYPE EXTERIOR GWB XI ` >� a - VAPOR BARRIER '- z - 8" METAL STUD FRAMING AT 16° O.C. w I ', -- ``•I � - R21 BATT INSULATION (BY TENANT) �' _; ._� - 5/8" TYPE X GWB (BY TENAN� CONTRACTOR SHALL CONTINUE WALL ASSEMBLY UP TO STRUCTURE 2A- 8' FUTURE TENANT TO FURNISH 91/4° & INSTALL GWB WITHIN 1- HR TENANT SPACE FLOOR PLAN 1 /8�� - 1 �_�� 23' - 0" O 4 A2.2 3 A2.0 A2.1 1 �1 1 � TYP.o ABOVE � 2 2 3 I'- 10 TYP. ALL (E) WALLS v I — o _ o� o 14 � TYP. I (E) COLUMN, TYP. � � - - �I-} 43' - 4" 4 PLANTING AREA 0 0 � o I ;��, � �; GEIVERAL NOTES � 1. COORIDINATE W/ STRUCTURAL FOR SLAB CUTS. 2. CONTRACTOR SHALL REPLACE MISSING OR DAMAGED INSULATION AND VAPOR BARRIER PER CODE AT INSIDE OF ROOF DECK AND EXTERIOR WALLS AS NEEDED. 3. CONTRACTOR SHALL PROVIDE NEW 800 AMP SERVICE TO SPACE PER DESIGN / BUILD ELECTRICAL. � KEYNOTE LEGEND �— � � � 1O RELOCATED SWAMP GAS EXHAUST DUCT I,; �\ ;�, O2 RELOCATED WASTE LINE, COORDINATE W/ TENANTS PLAN _ _ I� '' '1 i J� 3 PROVIDE SLAB CUTOUT AS NEEDED FOR PLUMBING CONNECTION, -_ -�! � 7 r, O COORDINATE W/ STRUCTURAL 5 -' �( � O NEW STOREFRONT, SEE ELEVATIONS & STRUCTURAL SHEETS i- O15 -��" r �� p z_ 100 .! � ¢��" O EXISTING STRUCTURAL CROSS BRACING TO REMAIN �� ' T_ T 2 � 1 6 NEW 3070 EGRESS DOOR, SEE SHEETS A1.0, A2.0, A2.1, S2.0, S3.0, S4.1 AND DOOR SCHEDULE. 11 2 O (E) SIDEWALK 016 � 4 � �.I' .�2 i .�.� _ _ _ O �N) SIDEWALK �� O LOCATION (ABOVE) OF EXISTING WATER LINE TO SPACE i�; 10 CONTRACTOR SHALL PATCH EXISTING DAMAGED GWB AND FINISH TO � `�� PAINT READY CONDITION. LEASE LINE i ' 2 � `'i 11 CONTRACTOR TO REBUILD / REPAIR VESTIBULE CEILING TO TIE IN W/ ; ��; S D T (E DJACENT CEILING i( � — '� 12 LANDSCAPE AREA AROUND (E) TREES 0 0 '� � !�i 3 ONTINU AR OF ) C VE W/ NEW SIDEWALK i �,�, ! i 14 CONTRACTOR TO PATCH (E) CONC. SLAB WHERE FENCING POST / PLATE I ',�? BOLTS WERE REMOVED. �o '!�i 15 CONTRACTOR TO PROVIDE NEW PANIC BAR EGRESS HARDWARE � 4�-►�I� COMPATABLE WITH EXISTING HARDWARE AT EXISTING DOOR � ��; 16 LOCATION OF EXISTING ELECTRICAL SERVICE CONDUIT ABOVE AT 13'-6" ii � (; 17 (N) PLANTING AREA ' �; � ° I��; � � e. � � �. ' �' �. �. -- ;.� GRAPHIC LEGEND ': ,�: ! ' � EXISTING WALL � �� - — — ° i� o �i ' �; � (i NEW CONCRETE SIDEWALK / PLANTERS I��: ;I; — — — LEASE LINE '�'�; 14 +'` OX WALL TYPE TAG TYP. . i;�' ' OX -► KEYNOTE REFERENCE o ;�; '�: i; ;�; XXX DOOR TAG �'I; X 4 ��i o ;,I� � DETAIL REFERENCE I �: �'�'' X GRID NUMBER �!�; o �' O ��' ;�' _— _ -- J' -- — _ , i 18' - 6" �I� o -.j 4 1 5 � � " :I WALL TYPE - DEAD SPACE � •.� �E) WALL TYPE - RATED ASSEMBLY UL U-465 � •-� W Q` Q -(E) 5/8° TYPE X GWB v�i ' I� - 3 5/8° METAL STUD FRAMING AT 16° O.C. �� c°"i� -(E) 6" METAL STUD FRAMING AT 16° O.C. a "•I � - 5/8° TYPE X GWB (BY TENAN� ►"'- •� z - 5/8° TYPE X GWB (BY TENAN� � :j z ,;. � Q �`- CONTRACTOR SHALL CONTINUE WALL �.� CONTRACTOR SHALL CONTINUE WALL Q ��i ASSEMBLY UP TO STRUCTURE _ ASSEMBLY UP TO TOP OF ALCOVE SEE KEYNOTE 11 SHEET A1.0 FOR REPAIR TO (E) DAMAGED FRAMING 2A- 3 5/8' 2A- s' FUTURE TENANT TO FURNISH 71/4' & INSTALL GWB WITHIN 41/4' t- HR TENANT SPACE �, �, >' �_�/ ia �� ,� � � � � � ,�� ,� DOOR SCHEDULE TAG COUNT DESCRIPTION SIZE LOCKSET NOTES 100 1 (E) FLUSH HM 3°7° 1 E RIM CYLINDER, 3, 4, 5, 6, 9 101 1 (N) KAWNEER 190 NARROW STILE (2)3°7° 1E RIM CYLINDER 1, 2, 3, 5, 9 102 1 (N) KAWNEER 190 NARROW STILE (2)3°7° 1E RIM CYLINDER 1, 2, 3, 5, 9 103 1 (N) EXTERIOR HM 3°7° 1 E RIM CYLINDER 1, 3, 4, 5, 7, 8, 9 GENERAL NOTES: 1. PROVIDE WEATHERSTRIPPING ON EXTERIOR DOORS 2. PROVIDE 60" MIN. LADDER TYPE PUSH AND PULL STAINLESS STEEL HANDLES 3. CLOSER - PROVIDE LCN 4040 SERIES 4. RIM CONCEALED ROD 2100 SERIES EXIT DEVICE, 3 BUTT HINGES, KICK PLATE 12" HIGH, DOOR STOP, HEAVY DUTY TRIM (STANLEY - BES� 9K SERIES OR SIMILAR ADA COMPLIANT 5. FINAL KEYING BY TENANT 6. MORTISE L SERIES HANDSET 7. MORTISE L SERIES HANDSET INTERIOR SIDE ONLY 8. THRESHOLD AND DOOR SWEEP W/ 4900A TRIM 9. DOORS TO REMAIN OPEN DURING BUSINESS HOURS These piat�s ha��c he�n rr.ric�=.�rd h�• tht; I.'ublic �'or?:s Dcpartmcnt 1t�, �c�n;�c�rmancc with current City statii�tir�is. :��rc��taiicc is stibjcct to errors and omissi��tls �rhich ci�� ilat authorize ��iolations of adopt�ci stanciar�la ur urdinances. The responsibility for th� a�icquac� �f the design rests totally with the tiesigiler. r��iditions, deletions or revisions to these dra«�ings after this date �i�ill void this acceptance . an� �vill require a resubmittal of revised dra�vings _- for subsequznt approval. -- -- Final acceptance is subject to ffeld inspe�tion by _�.�,� ihe Public Works utilities inspector � _ _ Date: _ _ . QI �1= � =�-Gr � -.- $y _ __ � �:C� - _- . � � Sou th cen ter 2800 SouNtentx Parkway TukwCa, WA 98788-2888 (206) 248-0423 THiS DRAW.NC IS �ll IHSiRWENT OG SERMCE, IS 1HE PROPERTY OF 7NE MQ/11ECT AND YAY NOT BE REPRWUCED W7HIX1T TNE FRLHITECYS r�w�sson u�o uwcss n� r�ooucnar cu�e�cs nrE uta�hcrs NAYE ALL CE4GN AflD Oi1�ER 4VFCRYAM7N SliOYN W 7NE ORAWHC ARf FOR USE ON THE SPEdFlEU PRQECT CNLY AND SHAIL N0T BE USED OTHERWiSE HITHWT 15RITTEN pERIAI5Si0N FROIA THE ARCHITECT S.VI. STEVIPER ARCHITECTS .1 Pro(cssionnl Limited Liabilil)' Companc d000 DGLRIDGC 11'o-1Y S11` SUITE 200 • SE:iTTLC. 11'A 9f110� (,oa) c>�.�–z;;; • e.�� (2oc) �z-i-2s,s ?�� PEGIS 4P" H ��u�i ;d. `�t �TATE OF '�'�ASH'� 1 ' r1 � � � � W O � � � m � � � � O � J � � z � Q � +� —� W � f— r W � � T W � � � Q � � � �/ J 1J� O � �ERED i -„T PER lGTO�d �CO � LLI 00 �— T z� c� wQ U� _ � Q O� cn �� C� � T � PERMIT SET 5-31-16 REVISIONS # DATE 2 Revision 2 7-14-2016 t�ECEIVED CITY OF TUKWILA 1UL 1 �, 2016 PERMIT CENTER PROJECT ARCHITECT SMS PROJECT MANAGER ML FL04R PLAN, SIDEWALK PLAN, WALL & DOOR SCHEDULES ��■� 1622.03.42 � �. � � N (O O N � C7 � �t� � � � �� o��.vvv o i vn�rnv�� WEST ELEVATION 1 /4" = 1'-0" �C�i�H'�� i-Qf'1 �C3�� G�fs�i�'� !/�,i��C� K €'.�� [�a�x`��s� � AUG0�2016 � �, C�('Elr� �1 �t1i�VJ►�� ILt�€��:� �E�s��i�J��, ��c�iv�c� CITY C�F �'UKWIL� �tAY 312016 PE��ilT CE�T'ER � �� ,� . _�.� `�,� �'f ��.� � � }� °�%„ � � � ` s� � �' 4I 4 � l �5 4 � � `�� t�� ;�4 • � � 2800 Southeentx Pakw�y Tukwta, WA 96188-2888 (208) Z48-04Z3 7WS ORAWNC IS AN IHSIRUUENT OF SERNCE, IS 7HE PROPERiY OF 1HE M(7111ECT AND IIAY NOT BE REPRODUCED YAIFIWT THE ARQflTECYS PERAl159CN Alt� U!flESS TNE REPROOIJCIICN CARRIES 7HE MOulECYS NlJIE ALL OE4CN AN� 07HER 4vF[R31AM1N 9qW CN lHE ORAMwG ME FOR USE ON iHE SPEqFlED PRQECi ONLY AtiD SHALL NOT BE USED OhiER1NSE NITHWT Nf21TTEN PER611S90N FROM TNE ARCHITECT S.M. ST�MPER ' ARCHITECTS .1 Professional Limiled Linbililv Company 1000 DI:LRIDGE 1Ye11' S11' SUITG �00 • SEATTI.F., 11'A 9£310G (zocl G21-2777 • F.�x (zoa) cz��—zs;s 4220 P,ESI�TFRED H! �^T � SCOiT ,f. �TEh,?PEf7 STATE Oi W; �HIPlGTON [/ �� ,� /"'\ � � � � W O� �C Sm �� C � O °�--° J� �� Q ar z —� W O i- T— LIJ t� �i— � � � ~ Q � � � � � � � PERMIT SET 5-31-16 REVISIONS # DATE PROJECT ARCHITECT SMS PROJECT MANAGER ML ELEVATIONS �� ■ � 1622.03.02 EXTERIOR 6" (N) 2X8 METAL STUD WALL 5/8" EXTERIOR GWB VAPOR BARRIER R21 BATT INS (BY TENANI� 5/8" GWB AT INTERIOR (BYTENAN� (N) KAWNEER 1620 SSG STOREFRONT SYSTEM (N) CONCRETE WALL BELOW STOREFRONT STOREFRONTJAMB AT GWB 1 1 /2�� = 1 �_�� STOREFRONT HEADER DETAIL 1 1 /2" = 1 ' -0" STOREFRONT SYSTEM COMPONENT DESCRIPTION STOREFRONT KAWNEER 1620 SSG GLAZING 1" INSULATED TEMPERED GLASS DOORS KAWNEER 920 NARROW STILE SEALANT DOW CORNING 795 OR EQUIVALENT- COLOR TBD FACE OF BRICK / LEASE LINE (E) STEEL FRAMING, 1/2 EXT GWB (N) SIDING BY TENANT (E) BRICK VENEER (N) STIFFENER PLATES, RE STRUCTURAL (N) STRUCTURAL STEEL, RE STRUCTURAL (N) REINFORCED LIQUID FLASHING MEMBRANE (N) STEEL ANGLE, PLATES, RE STRUCTURAL DEMO AND REINSTALL BRICK AS REQUIRED TO INSTALL STEEL AND FLASHING (N) GROUT (N) 24GA FF FLASHING, FIT AND SEAL AROUND STIFFENER PLATES AT WF BEAM (N) BACKER ROD AND SEALANT - USE DOW CORNING 795 OR EQUIV. - COLOR TBD (N) KAWNEER 1620 SSG STOREFRONT SYSTEM (N) STEEL COLUMN SUPPORT FOR W BEAM IN WALL BEYOND, RE STRUCTURAL (E) ROOF SYSTEM (E) STRUCTURAL STEEL, TRUSSES (E) STEEL STUD / GWB WALL (E) RED BRICK VENEER ' ; ' ' EL 12'- 3" 1�� N BRACE PER PLAN, I I TOP OF (N) BEAM - VIF RE STRUCTURAL DWGS. � I N STRUCTURAL STEEL 2 ;� � RE. ENGINEERING � A2.2 ,% � ' � � EL 10'- 0" I - - ' � ' BOT. OF (E) PRECAST CONCRETE BAND - VIF �'- F- Z � o � (E) COLUMN BEYOND. ' u � ��2" FACE OF BRICK / LEASE LINE 7 I I ( (N) KAWNEER 1620 SSG STOREFRONT SYSTEM (N) STEEL COLUMN SUPPORT FOR � I (N) BACKER ROD AND SEALANT - USE W BEAM IN WALL BEYOND, � I � DOW CORNING 795 OR EQUIV. - COLOR TBD RE STRUCTURAL � I (2) #4 REBAR � � MATCH COLOR, HEIGHTAND FINISH OF I ADJACENT PRECAST CONCRETE BAND (N) 6 1/2" CONCRETE WALL I ��°a ° °i -' (N) 4" CONCRETE SIDEWALK REBAR PER ENGINEERING I I:p <. -• �..= - w ON 4" GRAVEL BED ON COMPACTED FILL - SEE _• 6 1/2"- � T Q oo � SIDEWALK SECT FOR REBAR (E) CONCRETE SLAB � � "-�• °-_ = AND WIRE MESH AND FOOTING - � a , v EL. O�-O�� 3„ •a - < . — — — — — � -- _ , .e ' . . . _ - a . . _ . � ",. ' N:d.- - : . a, _ . _ _ ;a- . ' ' � _ . ". . .. . ' �-. � - d . a . . � - . . ' - . �- - , ae ' . _ .0 . ` " ' . - ` ' . , . . , a -.a - : a - _ - . .. - _ - > c ; : ; — i i — _ � _ ` — :> , -- �-- , r — — — — � -� = _ �—a , �- � , . ,` ;- f � , .. , r� _� � � �- -� — i , _ . �, - �, ,; -� � � , � --_ r— � , =- "� � � . � \------I �',� �r, �— I — I i ` " I I I�-N) 1��"7aSP�AtT1C E�f�YNSIOiV- ' — —I I — � — I— �ef�-T I �I �� I I �� — I - ' ' #4-REBAR C� 36"�O.C:,(STAGGERED) � — I—I I I DRItL INTQ (E) CbNCRETE &,SET � : `, ° — — I— .. W% EPDXY (EMBED 3"), ,. _ _ — — I I— — — _ . I I I _ '.° � � ;" I I I _ ( I I - — — ; .. - . _ - _. - � — — ; ; . ._ . . � — _ � .. — � �_ ; ; , _ _� - — �— j_ - -: i-- �� i � � � � �`, : I-i -I i—� — I— �- II I i — — — — — II ' ' _� I— — — — — — I �- - � � � � � o = o� < � � � � � � INTERIOR ' ` C SlM ! � 3 < A2.2 = g � r _�i�i�'. C�7:i (E) CONCRETE SLAB � � MATCH HEIGHT OF ADJACENT AND FOOTING , , (E) PRECAST CONCRETE BAND ( - ti I � � , : oo > � EL 0'-0�� ',: -}- - - � � . � �� .. �� '�.�_�..__� �� _ .,''' �� - — , � � � -- — — � � I � I I — _� NORTH WALL SECTION 1 /2�� - 1 �_�� INTERIOR KAWNEER 1620 SSG STOREFRONT SYSTEM GLAZING � I —I I I—� I I—I I i EXTERIOR SILICONE BUTTJOINT 'I� �Ili �� — � STOREFRONT SILL DETAIL � BUTT GLAZING AT MULLION 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" (N) 6" CONCRETE STEM WALL, REBAR PER ENGINEER (N) 4° CONCRETE SLAB ON 4" GRAVEL WALL TYPE PER PLAN (N) BACKER ROD AND SEALANT - USE DOW CORNING 7� OR EQUIV. - COLOR TB[ (N) KAWNEER 1620 SSC STOREFRONT SYSTEM E 'il-lil i�' /� WEST WALL SECTI4N 1 /2" = 1'-0" TERIOR DETAIL SAME OR MIRRORED PER LOCATION DOOR JAMB DETAIL 1 1 /2" = 1'-0" EXTERIOR i • ��. �� m, �OF SYSTEM fRUCTURAL STEEL, TRUSSES TEEL STUD / GWB WALL =D BRICK VENEER _ 12'- 3" EAM - VIF fRUCTURAL STEEL, NGINEERING _ 10'-0" 'RECAST �AND - VIF � ATCH HEIGHT OF ADJACENT ) PRECAST CONCRETE BAND �� , ��, ) 6" CONCRETE STEM ALL, REBAR PER ENGINEER ��.) 4" CONCRETE SLAB ON 4" GRAVEL (N) KAWNEER 1620 SSG STOREFRONT SYSTEM (N) KAWNEER 190 NARROW STILE ENTRANCE DOORS (N) SEALANT - USE DOW CORNING 795 OR EQUIV. - COLOR TBD DOOR SILL A(VD HEAD DETAIL 1 1 /2�� _ .� �_�� EL. 44'-1 1 /3" (E) ROOF SYSTEM (E) STRUCTURAL STEEL, TRUSSES � 2 ST4RY WALL SECTION CONC. STEM WALL BE (N) GWB, FRAMING Al STOREFRONT ENDS (E) STEEL FRAMING, ' 1 /2" = 1'-0" STOREFRONT JAMB DETAIL 1 1 /2" = 1'-0" � ) FLOOR 3UCTURALSTEEL,TRUSSES LUMN BEYOND EEL STUD / GWB WALL � BRICK VENEER 12'- 3" AM - VIF 3UCTURAL STEEL, GINEERING 10'- 0" �ECAST ,ND - VIF �.�� o� ---- �D� �{��i�l�IAN�� AUG042016 � '�1�\� Qi t'l!it\nit��z � si.l{L��:.; E,s��(�.ti:;�3 i � ! � � , ��z�, ��i, � (N) 6" CONCRETE STEM WALL, REBAR PER ENGINEER (N) 4" CONCRETE SLAB ON 4" GRAVEL (N) KAWNEER 1620 SSG STOREFRONT SYSTEM (N) BACKER ROD AND SEALANT USE DOW CORNING 795 OR EQUIV. - COLOR TBD (E) BRICK VENEER REC�IiI�D CiTY 0� TU�CVIIiLA MAY 3120i6 � Sou th cen ter 2800 Southcentx Parkr�y Tukwla, WA 98188-2888 (2os) s4s-a� TWS DRAWNC I$ IN IHSIRUuFNT OF SERNCE, 6 hlE PROPERIY Cf THE AFtC}IIIECT AHD AIAY NOT BE REPRCOUCED XITtiOUT 7HE ARRiIiECYS PER41S90N fN0 U'7LESS THE REPRODUC110N CARPoES iHE ARtlpTECYS Nu� su ocsa� arro anan o-:�aaanca saxr av ne oaAw�+c u� FOR USE ON THE SPEdFlEU PRQECT ONLY AND 31ALL NOT BE USfD OTHERYASE HITHWT'hRITfETI PERMI559N fROM TNE MCHiTECT S.M. ST�MPER ARCHITECTS :1 Professional Limiled Linbility Company 4000 DELR[DG� 11'Al' S{F SUITE 200 • SE,\TTLF., 11'A 9F110G (zoa) aza-z�-,7 • enx (zoc) cz�i-zs7a 4220 � P,EGISTERED SCOIi �,�. 5�=��1PER+ TATE OF 'dAS INGTON � 31 /�P PERMIT SET 5-31-16 REVISIONS # DATE PROJECT ARCHITECT SMS PROJECT MANAGER ML WALL SECTIONS, DETAILS �G.G 1622.03.02 � -� 0 GENE�AL NOTES CODE International Building Code IBC (2012) STRUCTURAL LOADS ROOF SNOW LOADS: Ground snow load, Pg = 25psf Roof snow load, Pf = 25psf Snow exposure factor, Ce = 1.0 Snow load importance factor, Is = 1.0 Thermal factor, Ct = 1.0 WIND LOADS: Ultimate wind speed, V3s = 110mph Wind importance factor, Iw = 1.00 Wind exposure: 'C' Kzt = 1.0 Internal Pressure coefficient = 0.18 EARTHQUAKE LOADS: Risk category: II Seismic importance factor, IE = 1.00 Mapped accelerations, Ss = 1.47 S1 = 0.55 Site class = D � Design accelerations, Sds = 0.98 SD1 = 0.55 Seismic design category: D . Existing steel braced frame system SHOP DRAWINGS Shop drawings shall be submitted for review prior to fabrication. Shop drawing submittals processed by the engineer are not charge orders. The purpose of shop drawing submittals by the contractor is to demonstrate to the engineer that the contractor understands the design concept, by indicating which material is intended to be furnished and installed, and by detailing the intended fabrication and installation methods. If deviations, discrepancies, or conflicts between shop drawing submittals and the contract documents are discovered either prior to or after shop drawing submittals are processed by the engineer, the design drawings and specifications shall control and shall be foilowed. CONCRETE Footings and foundations walls Slabs on grade: MAX WATER/CEMENT RATIO f'c NON-AIR-ENT AIR-ENT 2500 0.65 0.54 3500 0.51 0.41 All structural concrete 3000 0.58 0.46 Sidewalk slabs, exterior stairs 2500 0.65 0.54 Setting bearing plates and L ledger on brick veneer 5000 1. Air-entraining agent (3� to 6�) to be used in ali concrete flatwork exposed to weather. * Can be reduced 1/2 sack/cubic yard if not exposed to weather. MINIMUM SACKS/C.Y. 5 - t /2* 6 5 - 1/2 5 REMARKS Notes 2, 3 CORNERSTONE Note 1 Note 1 Masterflow 928/equal REINFORCING STEEL - ASTM A615 grade 60, Reinforcing steel details shall be prepared by an experienced detailer and conform to standard practice outlined in ACI Report 315. Field welding or tack welding of reinforcing bars is prohibited, except as approved by the Engineer. Any reinforcing to be welded to be ASTM A706, weldable grade. When approved, welding of reinforcing bars to be per AWS D1.4. Mechanical splice devices, if required, shall be ICC approved and shall be submitted to the engineer for approval. Reinforcing bars shall be lap spliced for tension unless noted otherwise on the drawings. #14 and larger bars shall not be lap spliced. Lap foundation reinforcing 32 diameters. Other lap length per drawings. -� Welded Wire Fabric to be ASTM A185. Fabric to be supported on approved chairs. NOTE: Reinforcing steel not specifically shown shall be assumed typical as similar sections and details where reinforcing is shown. CONCREfE COVER OF REfNFORCING 3" Concrete poured against earth. 2" Formed concrete with earth backfill. 1- 1/2" Beams and columns (stirrups, ties), outside face of wails exposed to weather, slabs on moisture barrier. 1" Walls, inside face. 3/4" Formed slabs. . � ANCHORAGE TO HARDENED CONCRETE Where expansion anchors are specified, use "Hilti Kwik Bolt TZ" (reference ICC Report ESR-1917.)� Where epoxy anchors are specified, use "Hilti HIT-RE 500-SD" or "Simpson SET-XP" (reference ICC Report ESR-2322 and E�R-2508). Where screw anchors are specified, use "Simpson Titen HD" (reference ICC report ESR-2713). "Hilti HIT-RE 500", "Hilti HY-200", and "Simpson SET" may not be used, unless specifically pre-approved by the Structural Engineer. Use ASTM A193 Grade B7 threaded rod, unless otherwise noted. Holes must be cleaned of dust and debris and be free of standing water when epoxy is instailed. Special inspection of epoxy anchors is required. Do not cut any reinforcing bars to install anchors. Defective holes shall be filled solid with epoxy. For any substitutions to the above, the contractor shall submit to the Structural Engineer manufacturer's literature describing the anchors and listing ICC approved aliowable shear and tension values. STRUCTURAL STEEL Wide fiange shapes to be ASTM A992,Fy=50ksi. Channels, angles, and plates to be ASTM A36, Fy=36 ksi. Pipe columns to be ASTM A53, grade B, Fy=35 ksi. HSS structural tube to be ASTM A500, grade B, Fy=46 ksi. All steel except steel embedded in concrete shall be given one shop coat of approved paint. Welds to be 3/16" minimum continuous fillet, by certified welders using E70xx electrodes. All welding shall be performed in strict adherence to a written welding procedure specification (WPS) per AWS D1.1. All welding parameters shall be within the electrode manufacturer's recommendations. Welding procedures shall be submitted to the owners testing agency for review before starting fabrication or erections. Copies of the WPS shali be on site and available to all welders and the speciai inspector. Steel to steel bolted connections are shown to be bearing-type connections using A325 bolts with threads included in the shear plane. Hole size shall be in accordance with AISC specification for bearing connection and bolts shall be tightened to snug-tight condition. Where bolts are noted A325SC, connections shall be friction-type connections with bolts tensioned and using appropriate hardened steel washers as required by AISC standards. Anchor bolts embedded in concrete or masonry are ASTM F1554 Grade 36, unless otherwise noted. Use headed anchor bolts, not "J" bolts. Do not enlarge holes in base plate by burning. Bending of anchor bolts is permitted only with the prior approval from the engineer. Where not specifically shown by detail, connections shall be bolted frame beam connections per AISC standards. During erection, structurai steel shall be secured from collapsing with temporary bracing. Submit shop dra�vings prepared by an experienced detailer for review prior to fabrication. Shop drawings to be complete, showing all welds and material grades. Provide a plan location or detail reference for each shop drawing. For minor steel-to-steel connections of 12" and smaller steel members: If an explicit connection is not shown on the structural drawings, detailer is to propose a connection similar to the connections an the drawings or per AISC standard connections. On the shop drawing, cloud the connection and state "verify." Shop drawings not meeting these conditions wiil be rejected. Review of shop drawings by the Engineer is for design intent oniy, and does not include verification of dimensions and quantities. Verification of dimensions and quantities are the responsibility of the contractor. Steel Fabricators and Detailers: Base bid to include steel detailer and fabricator time and costs for routine construction questions. Routine construction questions include dimensional questions and minor framing questions. Routine construction questions are part of the normal construction process, and are to be included in the base bid. SCOPE OF STRUCTURAL ENGINEERING SERVICES The Structural Engineer has performed the structural design and prepared the structural working drawings for this project. The construction must be performed in strict accordance with the structural drawings. Any deviation from the drawings must be approved in writing by the Structural Engineer. Errors and/or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately. Architectural drawings are the prime contract drawings. Structural drawings shall be used in conjunction with Architectural drawings. Primary structural elements are dimensioned on the Structural plans and details. The General Contractor shall verify and coordinate dimensions among all drawings. Any discrepancies, contradictions, or omissions shall be reported to the Architect for resolution prior to proceeding with work or fabrication of the item(s) in question. The Structural Engineer is responsible for the design of the primary structural system, except for any components noted above. Responsibility for any secondary structural and non-structural systems not shown on the structural plans rests with someone other than the Structural Engineer. The structure shown on these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to stabilize the building during construction. The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction work, nor will he be responsible for the Contractor's failure to carry out the construction work in accordance with the contract documents. Field measurements and the verification of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all (assumed) existing conditions she;,�n on these drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drawings or speafications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or inadvertent mislabeled details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. DEFERRED SUBMITTALS The following items are considered to be deferred submittals under Section 107.3.4.1 of the International Building Code and must be submitted to the Architect or the Engineer for review. These items will then be forwarded to the Building Official for approval. The deferred submittal items shall not be installed unfil their design and submittal documents have been approved by the Building Official. MECHANICAL COUPLERS SPECIAL INSP�CTIONS QUALITY ASSURANCE PLAN The Quality Assurance Plao includes a�l Special inspections & Testing listed below. CONTRACTOR RESPONSIBILIlY Each contractor responsibl° for the construction of the structure, or for any component requiring testing or special inspections, shall submit, prior to construction, a letter which includes: 1. Acknowledgement by the contractor of the quality assurance pian. 2. Acknowledgment that control will be exercised to obtain conformance with the construction documents approved by the building official. 3. Procedures for exercising control within the contractor's organization, and methods and frequency of reporting and distribution of the report. 4. Identification and qualifications of the person(s) exercising such control and their position(s) within the organization. This letter is to be submitted and approved prior to construction. SPECIAL INSPECTIONS - GENERAL Special Inspector provide special inspections with the type and frequency noted below. Special Inspector to provide reports weekly to: 1. The Owner 2. The Architect 3. The Structural Engi�eer 4. The Contractor STRUCTURAL TESTING - GENERAL Testing Agency to provide reports of the types below. Testing agency to distribute reports to: 1. The Owner 2. The Architect 3. The Structural Engineer 4. The Contractor SPECIAL INSPECTIONS - STRUCTURAL STEEL CONSTRUCTION ELEMENT: Welding Procedure PERIOD: All welding shall be performed in strict adherence to a written welding procedure per AWS D1.1. The welding procedure variables shall be within the parameters established by the filler metal manufacturer. The variabies include the amperage, voltage, travel speed, and shieiding gas flow rate. Submit welding procedure for approval prior to beginning work. A copy of the welding procedure s�all be kept at the jobsite. ELEMENT: Welder Certification PERIOD: Special Inspector to verify welder qualifications for type of welds and welding positions prior to work ELEMENT: Welding Materials PERIOD: Special Inspector to verify materials meet the welding procedure prior to work ELEMENT: Shop Welding PERIOD: Special Insp=_ctions are not required where the fabricator is registered and approved to perform such work without special inspection. Approval shall be based upon review of the fabricator's written proc,dural and quality control manuals and periodic auditing af fabrication practices by an approved special inspection agency. At completion of fabrication, the approved fabricator shall submit a certificate of compliance to the building official stating that the work was performed in accordance with the approved construction documents. ELEMENT: Single pass fillet field and shop welds (with maximum %6" weld thickness) 1 PERIOD: Special Inspector to provide Visual Inspection of all welds prior to completion ELEMENT: Single pass �velds other than fillet �veld (with maximum 5�6" weld thickness) PERIOD: Special Inspector to provide Visual Inspection of all welds prior to completion ELEMENT: Steel Deck Weiding PERIOD: Special inspector to provide Visual Inspection of all welds prior to completion ELEMENT: Welding of I'ght-gage, cold-formed members PERIOD: Special inspector to provide Visuai Inspection of all welds prior to completion ELEMENT: Additional Requirements for slip-critical or tension bolts PERIOD: Special Inspector shall observe the pre-installation testing and calibration procedures, verify that all plies of connected materials are drawn together and properly snugged; and continuously monitor the installation of the bolts to verify that procedure for installation is properly used to tighten boits. ELEMENT: Installetion�of structural steel � PERIOD: Per�odic special inspection SPECIAL INSPECTIONS - CONCRETE CONSTRUCTION ELEMENT: Slab on graje PERIOD: Not required � ELEMENT: Adhesive installation of concrete reinforcement l PERIOD: Continucus special inspection 1 ELEMENT: installation of inechanical couplers at concrete reinforcement PERIOD: Continuous special inspection ELEMENT: Installation cf concrete expansion anchors . PERIOD: Continuous sp��ial inspection . ELEMENT: At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump, air content, and determining temperature of fresh concrete. PERIOD: Continuous special inspection. STRUCTURAL TESTING - CGNCREfE Concrete to be sample tested for determining compressive strength f'c, air content and slump in accordance with methods provided in ACI 318 AND ASTM �.�10��11`1t[ � i U€� ��E G��'iPp Il�i�lC� ��;�x�� AUG 0 4 2016 �, i�l�,� c� o i�,:i:�,�d V{� �t.iiLE�ii�u� C��ii aiC:�" VIEWEU This pian was revic�r�ed for gcncral conlonnancc ��•ith thc follo�ving. as nnicnJcd by the jurisdictian: titrucWtal Provisions of thc Intcmatirnial liuilJing Codc Non-Strustural Provisions ol'thc Intcmational 13uitdu�g Co�1� � � c>thccs: I I hr ��ruject applicant is responsiblc for conformancc �vith all � a4�phrahl� c�xies, conditions of approval, and permit requirements +ul��;;i w thc rrquircments and interpmtations aPthe governing ' :��.�ih„ney. 1'his cevicw docs not relieve thc Architect astd Engirscers ��i i<.�ord of Uzc tesponsibiiity t'ar � cotnpt�e des's�n 'tn.�ccotdena �� d� ��c Ia�ww�s aCthe govemin jurisdi#itsrt t�d � Ss�e of '�On. Jurisdicteo» C1i'� a� "[��W\L� er��'c'fi•1c��Rat-� $�xi��Et�. ��.t�,o �tEiD Mit1DLE'TON, INC. c«� �� c��t � � �� °. � � � %� �� `�s� � � � «�l' ,# '� � � � � �:�►��IC� I �r � \ �f ' d�� `� 8 �� ; 4: : _______� ` KEIU 1U{IGUl.�70N, INC. -- - - _ _ ._._.------- �� f � � � � ..iX � � � , � ' >t � � � 633 So�«M PDic.�r Tuk.ia w�., oatea-raifn . . 206-24b-0423 Y+'ESTFlELD DESIGN & CONSTRUCTION 11601 WYshke Boulevqrd. 11th Roor Los Angdes, Cdifomla soozs-»�a Telephone 310 478 4q56 Facspndls 310 478 4468 IHIS :3f'eL`:G IS AH WSiF.'.�uD�T Oi 4T.NCE, 15 hiE FP.SEtt OF iHE t4LHilECT =`�iU II�T NOT (�E I�¢'t0ia;,',E� +iliy�T THE ��!H�tECTS ;��wr,�mi rw� ;u,t¢s me r�r�+u�u2n r cu�ru=s n{E rk;ru�rs y/�E tLL 9ESi.'.'1 Av) O1HFR NFiFUF7Ipv <_N�N'� OV THE D?AwN� �hE FOP. L�E f.n TfiE '7fCIFlQ; P.40�EC1 Mil' Gsl; :tf:LL `10T 9E CSE] OTH�t'FI� 'h�j}{�+JT YF'177FN F[:{MISSIpN FT2CM 7NE .4RCNI7E�f S.M. STEMPER ARCIIITECTS .1 Yrofessionnl Limited Liability Compnny 4000 DELRIDGE �YAY S1Y SUITE 200 • SEATTLE, 1YA 98106 (20(i) (i'L4-2777 • 1':1\ ('�Oli) I;'..I-_!1'i:l 6 PERMIT SET 5-25-16 REVISIONS 1 REVISION-1 06-24-2016 PROJECT ARCHITECT SMS PROJECT MANAGER ML GENERAL NOTES AND SPECIAL INSPECTIONS S1.0 1622.03.02 8 � / "-- ---- - --� ---- A 30'-5%" B 58'-5y" 28'-p„ C �J, i �,�, L yf�� i Q : + �-� �. ; � � 2. � . / � � � �" � s� s� - - � � �/ --- -,. , � _ ,__. �------------------------- ---- — ------ , _ i _ _. . _ _ _ ,-_ . _ , �----�'- � `-� ` - - -- - - , -- -- - - - - - - ;-, - - -- _ , - i - _ --- ------ --.:_--- --- - -------- -= = - - - -- I ' ' - I - 1 --__- - - 2 � (N) SLAB PENETRATION IN 6 THK -__ - � � ' STRUCTURAL CONC SLAB, DO NOT ', � ' CUT INTO 'GRADE BEAMS OR PILE ; �- ;__ i CAPS. SEE ARCHT FOR SIZE AND ; --- - -- LOCATION. REPAIR LONGITUDINAL ' � EBAR COUPLERS ; � (SEE NOTE 5) AND RE-POUR . ERIFY REBAR SIZE ys�, - , „- ,- ; AND SPACING. ' sr �" � � � , - �� , I ' 8 i ' , . _ � I . _ ... _ . . .- -� - - - � --�� --�` _ - - � - �- - --- -- - -. - . - — -- -. _ _- -- -- — '- — - --. . _ ._. _ --- - -- --- -- -- ; -- - � - -- - ----- -- --- - - ��--��` -- - — --f- j — - — � --- - -- -- -- � . -___ � �� '. � i . . . , '�, : 1 : � i I � . _; ; � ; � 2 ' ; i 2• ' ; , ' , � : , A � {E) 6" THK STRUCTURAL � ; CONC; SLAB � i 2. ' � , ' �1 N I j � i ; ; ; , � , , � i � � � yss I I � , ' _ 6 - -- -- - 0 i N � � 5 '. -�-- � -- -- �. ( � (E) 18° x 24" GB , ; � _ �"�-_� � '� , � �=� . , -� , sr: , , , ,, . . , - -- -- , - -- ,-- , --- -- --- --- --- -- --- - -------- - --- __ - ----- ` __ _ , , . . , . - -- - ---- - - -- - - - --- � �? _ _ - -+ - - - '-' - - - — ' - - - - - -; � - '- - 1 _ , � , . -- - -- , - - � -� 4 - �� ' � 2. '' ` 2. , , � ��; , , (E) 30" x 24" GB - �� i� ' !I � ; � ;i; ; � i �� BOX COL PER � ' Ij DET 3/S2.0 ; iII � �� ;i, ;, . , ,,� �" (E) HSS 10 x 10; ' � '��INVERTED CHEVRON � ' - - -- '': BRACE i , - � , ,, �� ,! � - '' ' I,' , ; � , � >; �� . ' . . , ;. , , \� ; - i � ' � — --- - - — ---- - - — - -- - - - � !- - �' ---- -- - ---- - - - -- -- - --- - - -- 1 - --- _-_ - _ _-_ _ - -- - -'-; - -- - - - -- -- -- - ; � _ _ _ -- -- : - -- ; - FOUNDATION PLAN SCALE � I /8" = I ' - 0" NOTES: 1) SHORE MEfAL STUD WALL AND BRICK VENEER DURING CONSTRUCTION 2) MONITOR BRICK VENEER FOR ANY SIGNS OF DISTRESS DURING DEMO A�lD CONSTRUCTION 3) DEMO BRICK VENEER IN 5'-0" SECTIONS 4) CENTER (N) COLUMNS AND BEAMS UNDER THE (E) LIGHT GAGE 5) ALL MECHANICAL COUPLERS TO DEVELOP MINIMUM 1.25 TIMES THE YIELDING STRENGTH OF RE-BAR TO BE SPLICED. GC IS ADVISED TO SUBMIT THE PRODUCT TO BE USED WITH ICC-ES REPORT TO SEOR FOR APPROVAL BEFORE USE. HSS PER 'LAN PL Y x 5 x 1'-0" 1y" W/ (2) 5/"4 EXP 2„ 4„ ANCHORS, EMBED 4" _ _ 1" NON-SHRINK ,; GROUT MAX ' � (E) SLAB ON __. - _ ___ GRADE DETAIL SCALE� I I /2° = I ' -0° (N) 800S162-43 STUD SPLICED W/ (E) STUD W/ (2) �8 SCREWS AT 12" OC UPTO FLOOR LINE ABOVE BOXED COL PER PLAN � DOOR (E) MTL STUD � (2) #12 SCREWS -- �(E) BOT TRACK EA SIDE __-__ -- - -r +'- =;__, -` - -- ADD (4) XU-FASTENER AT - 8" OC W/ 1" EMBEDMENT ---- ----- /�-- ------- -------�--- DETAIL SCALE� 1 I /2" = I ' -0" (N) STEEL COL SUPPORT FOR WF BM IN WALL (BEYOND) (N) �" CONC CURB WALL (E) CONCRETE SLAB AND FOOTING �4 REBAR AT 24" OC (STAGGERED) DRILL INTO (E) CONC AMD SET W/ EPDXY (EMBED 33/") SECTION SCALE � 3/4" = I ' - 0" - _ -_- - - --� � (N) STORE FRONT PER ARCHT , CONT (2) �4 � w � - � �Q _ r i U ,._�� • • \ _ 3 4" o0 - _ � _ - - - � - - _ _--- - - - - -- - - - - - - _ , - -- - -; ��- _ _ _ � V HSS PER PLAN 1/4 PL % x 5 x 0'-11" 1�" 1�" W� �2� �� EXP 2�� : 2�� ANCHORS, EMBED 4" _ _ 1" NON-SHRINK � � GROUT MAX � � E SLAB ON ��) ---,,_--- - - - -__ _- - - GRADE DETAIL SCALE� I I /2" = I ' -0" NOTE: 1. REFER ARCHT SECTIONS 4,5,6 ON A2.2 AND 4 ON A2.0 FOR MORE INFO. 2. DO NOT CUT AND/OR DAMAGE (E) GRADE BM REINFORCEMENT DURING CONSTRUCTION 6x6-W2.1 xW2.1 WELDED WIRE MESH, TYP 4 _ _ �-, CLR • • EALANT PER ARCHT 2,_0„ (1) �4 REBAR CONT � #4 REBAR AT 32" OC� (2) #4 REBAR CONT (N) RAIL BY OTHERS (2) 800S162-43 STUDS CONN W/ #8 SCREWS AT 6" OC (STAGGER) CONN 800S162-43 TRACK W/ #8 SCREWS AT 12" OC DETAfL - BQX COUNDR SCALE � I I/ 2" = I'- 0" (N) 4" CONC SLAB W/ 6 x 6-W2.1 xW2.1 WELDED WIRE MESH ON 4" GRAVEL ON COMPACTED FILL •---- ------- -. \--- . . �. ; (E) CONC CURB TO REMAIN (E) ASPHALT PARKING LOT �.R..,«.��.. � :�, €-ti a R i-' � [��[lL��i C� .lU� 1 i 201fi REID MIDDLETON, iNC.. � � � � ¢ ,jP � � f.., '� ':� � � �,p � � rb.... . � .��'i' s � � � � y @ y � �p. ." # t�,� ` �u � y, �i � �' � � Southcenter eu so.�oa�tu vat tak.ia ww. oatae-zs�a zoe-z�o-a:� W£SjFiELD DESIGN & CONSTRUCTiON 1t60� WYshire Boulevqrd, itth F1oor Los Angdes, Cdtfcmla 90025-1748 Te.lephone 310 478 4456 Fcfcaknpe 310 478 4468 nns :�� nnc is ui rv5m:.ucxi oF ��ce, �s tHe paoee3tt o� tH[ .�cw�cT 4vo uar v�r i� rsz�e�.ceu »imn�r me ��cmr�cT's aEtu�Jon err� unlE�s 1NE HEri+a�u;.'t1iK ^u!fves nte ntr?n7Etrs Y+YE /LL DESI'Y ArD OTHFA MFOF/1h71� <NJMI 04 TNE D3�N14„ IAE FJP. USE CN TfE °1ECIFlm F."tOJECT 011Y as� SNSLL 40T 9E L'SEO OiNF3iF1`.£ hi7HWT YF.tI7TFN PElLI15�JON Ff2Cu 7HE .4RCHIiEC� I S.M. STEMPER ARCIIITECTS A Frofessional Limited Liability Compnny 4000 DELRIDGE WAY SR' SU[TE 200 • SEATTLE, �YA 9�106 (206) G24-2777 • P:Aa ('�'.Ofi) G^1-?973 W � f--' � z � W � Q> _ > � � O =' il� � � M � � � PERMIT SET 5-25-16 REVISIONS 1 REVISION-1 06-24-2016 PROJECT ARCHITECT SMS PROJECT MANAGER ML FOUNDATION PLAN 1622.03.02 8 — - 7 -- — A B ;,: , L6x4x%6LLV �� :.;; 3. PER DET 8/S4.1 � � ; �i; � i ! BOX BEAM PER ! � DET 3/S2.0 ; Ii; �; ili i�' �I, �, ;' �:; � ' i; , ,__ ,; �, � 5 __- -- --- -- — — -�' �-- - - — - - — -- - NEADER PLAN SCALE � I /8" = I ' - 0" C ' __ —__-. _ ___. _— --._____ _— —_-_._. _ — _ __ _._ �.J � � x % TO TOP FLANGE -0" MAX) -� � (N) MTL STUD PER 4/S2. BOX BM 16 GA CLIP ANGLE ' , - J ', �(E) MTL STUD DOOR I. �, BOX COL , . ' n ' DETAIL SCALE� I I /2" = I ' -0" � r�� , , '�/ � � 4 /, �� =c�;� ��i�� C?�'��.IO��eleE ��A� AUG 0 � 20i6 �.i� c�� E`t��:lyY (3U1!_DI�'�� !VlSit'�,��a D �� i��[� �u� > > 2o1s REID MIDDLETON, 1NC. � w� � r �� f �.: '� tl � � .� � �� ,�� '�� `� �.� ��'� � � - � nas soa�+tmc.� Pakror Tukda w�.. Qatea�-2a8e zac-z�s-o423 WESTFlELD DESIGN & CONSTRUCiION 11601 WMsh ke BoUlevard, itth Floor Los Angdes, C�itomia 90025-17�8 Tetephone 310 478 4�i56 Facsknile 3t0 478 4466 n+is x��n:c is ui rvsmi�cxr oF ��icE, �s TMe FFoae�tt or TMe L.�CHITECT sti0 Y47 NOi 1'E F�.T?hi70..�ED N17HtrJT THE dNWITEC75 nEw��N fHp ;m�Ess nie rur�:uwcnus c�wra�s n{� ti�:rr�crs v1VE ALL DF51G'1 AtiD O1HER MFORMA71� SHO�`I Ov iHE trt,twN;, IFf F�ft IfiE ixl liiE �'IECIFlE6 P.�OJEC7 010.Y ev0 91=1L Y9T BE L'SEO om�xni� wimWr wuihH PEeui�or+ �xc+, me eacw�cr S.M. STEMPER ARCHIT�CTS A Professional Limited Liability Company 4000 DELRIDGE WAY S1P SUITE 200 • SEATTLE, 1YA 98106 (20G) 624-2777 • F.0 (��(�) G2�1—��7a ,-� ti- � � �, W CO � <C Sm �� J� oz zQ <r z —� W O I— � W c� �, W � �..J � �n � t�t� � V J LL 0 � PERMIT SET 5-25-16 REVISIONS 1 REVISION-1 06-24-2016 PROJECT ARCHITECT SMS PROJECT MANAGER ML HEADER PLAN S3■0 1622.03.02 8 A —�. DBL � x� x 5�6 BRACE AT ; 7` t5'-0" OC TO BOT FLANGE ____ (L = 16'-0" MAX) C 4. ,.— 6 ti N X � � w — ; ; �' ' � � �� i . . . . �:\ 1 x� _ 1 \ �' (E) W14 x 22�� i �. � -- - - (E) W6 x 20 ; � � i �(E) W6 x 20 ' � i ; � �'(E) W6 x 20 , -- - ---- ---- - - _� ; B A — 4, DBL � x� x' is BRACE t5'-0" OC TO BOT FLANGE (L = 16'-0" MAX) - (E) 32G 6N 5.7K � (E) 32G 5N 1.5K ___ �(E) W24 x 76 ; : _: �-, � , _ , _, ; A ; . _, ` � ; 4. � , � ' — ;__- �� i � �' �' � �� "��` ��! � �` a�- ��, Li . L� I L� L� � Li '�� L� L� �, � �t�L� � L� ; - -- - - -- I - - - - ' - ' - - � - - " — (E) _Wi 6 x-26 -- " � � ---- -- - -- -- - d' �I' �� d' � �� 00 00 00 � OJ i N . N.' N� N� N'� Nj N'; N CV; N. Ni � � �. �-�I v W I W W i v; W �, ' �. W � � � : `i ,i �� .� `�. ��j ;, � . � �i v � j � - � Uj �: � I � ' - -- -- I ' . � I - -- --- -- ---� --- � Li � L.� Li . ��i � i i �� . . ; . . , j . .— c�- -� - �— --= -- . . i --- --- j � i -- - � _ --- 00 :� _- �:_— _—pp :- -- --- -- N N i N i . i i . . W I t w i w. .i ; � �. � i i ; v' ' , � ; � �- � (E) 32G�:6N S.ZK_ - - -- ' (E) 32G 5N 24K i ' `� (E) �W24 x 76 '� � � , � ' � , , � , , , , � , , ��, ', � � � -- � ---- ----- ---- --- � ' I -- - - -- - --- ----- --- -------- ' =,r,'-- __ _ __ _ -. _ � ' _ � � �n i � --� � � -� � � ; -� � � � -� � � � --s ��. x.. ; x �`- ' I..� ' Li �� Li '; Li.. I.L ; Li 1..� : li li i L.� i li Li � � � � � ��, � � � � � �� N; � �,i i� N! N�� N�, N 1 N N; N N i N N , N' N N � w w' w w' w w� w w; w w� w' w w , w w � � �, , .� -- — ___ _ _--- --- --- -- ------- - i ; -- - - -- � -- — - --, , , ; � ,--- --- --- -- -- : , ; , ; ---- , I � � , , � ;� , � _, (E) W30 x 99 -- -- ; (E) 34G 5N 17.8K ; (E) 34G 5N 17.SK � � � — � -� �� - � - --� , � ; , � � � ; � : , - -- _-- � ' : ; i - -; --- - - --- -- � � , ! , ; ;, � , � �: ; •' � . . • ' ' . . � ; d- : � ' � �' �-�---� � ! � � � � -� � � � i � i -� '� � � � �'�. x �' � -- ---.--�-�-.--- �-�,--- � -- -- L� L� �� l.i L� ; LL L� i L.i j L� �. L� ' N�� •- ; N�_:- ---�N �-- N' -- - N-----� N N� N N�i N CV i --- CV I N N r7 �� N j r7 r7 , M' r'� �� r'� r7 � r7 r'") ; r'� r7 r7 r'") r7 �i i � �' w, �. w; w'. v � �'I v wi � w w; v w � �,_, ; -, "� ; ' ; ; ,, � , ' _ �� - - , , , , r � ; , , — -- — ; ---- --- - -- -- , , � � ' (E) 36G 6N 17.9K� - (E) 36G 5N 19.7K , � (E) .36G 5N 19.7K � . _ --- -- - — __ � ; (E) ;L6 x 6 x 5%16 , ; , � --- -- � � � � �� , ! '-� �', � . - � � � � �' � � � -� '. � . , � � � ` ? ' � � ��. i(E) W6 x 20 � � � : � � ' i � � � � ' � �, ' � � ! � � � . � ---x _ x ; _ _ � _ , _ _ � _ � , - - - i �� . � CV .- i N'. N I .-N �.� � N'�. N N' N'�. , � N i N'� N N'. . . . N M, N:, t"') ', �.,, i'7 �. r� � r7 r'� ' r7 � � W; � w r�7 �; t� . M r7 ',. �+ � �; '. '� , ^; _ -. � _ _,`� , . i w' , w�! w� w' w�' w �`' ' �`' � �E� �.L6 X 6 x 5�16 `'� ! `.`' w w� ; i(E) W6 x 20 � �., , , '-' '-', "' '-', , ROOF / 2 ND FLOQR PLAN SCALE � I /8" = I ' - 0" ; (N) DBL ANGLE BRACE CNTR BTWN JOISTS I. EQ 3/16 SECTIQN SCALE� 3/4° = I ' -0 �nP) �— ��P� 3/16 (E) ROOF DECK EQ � L5x5x%x 0'-6" ) L 5 x 5 x 5� 6 (E) JOIST �`ifI�11U�l� �=�� Ct?a� ��'��€�LI��l� ��'��sak:� � � :. _ � AUC047.016 � �i��! o� `t'u6:�,�ii� � �UILC)6i�� b�'Vl�fC�6fu � p CI�I�L�� u� � z zo�s REID MIDDLETOIV, IPVC. i �� ,�� . s � �, �,° ��a� �.. t, , � � m �� r �° �`� " i � >` ;�!`�� , � �. �, ° � - - at3 so+�ic.nM aatwr Tukwie ww, �taa-za�se 2Q6-z�6-O�i�27 lh'ESTFlELD DESIGN & coNs�ucnoN 1t6o1 WMshte Boulev4rd, ttth Floor Los Angdes, Cdifomla 94025-1748 Tel�hofie 310 478 4456 Facsknile 310 478 4468 iH15 .4AA/tiC IS AN NSiflIYET�T OF SETi��CE, IS iHE FROPETY QF THE �plryl�jECT LAU YAT NOT PE k¢R90�i�;.EU NihiO;l7 ME xRCf11TELTS aERutSJON F279 UKEi.�hiE NEf'NWIlCiltx: C+�.WES ME M:HIlEGTS 4IYE F11 DESIL'l A�D O7HER WRRNAl10v SHO�`I W iHE i}tA�NG IRE PoR LlSE iM 7HE �SECIFlm C+i0JEC7 OlilY sv0 91�LL Y0T BE I;SFD OiN�i'At� KihiWT Mii17iEN FEkk�SJON FRCiJ 7HE lJiCNITEC� S.M. STENIPER ARCHITECTS a Professional Limited Liability Company 4000 DELRIDGE iYAY S1V SU[TE 200 • SEATTLE, iYA 98106 (zos) G24-2777 • r•.ax �zoa� �2�-2�� PERMIT SET 5-25-2016 REVISIONS 1 REVISION-1 06-24-2016 PROJECT ARCHITECT SMS PROJECT MANAGER ML ROOF / 2ND FLOOR PLAN 1622.03.02 6" MAX (E) JOIST FROM PANEL POINT (E) ROOF DECK GIRDER �; -------- --- --- --- _ -----, - - -- --- (E) 8° METAL � ;. , _, _ _. . - - _ . = - - - ;- = -,.__ _-- -- _ -_ �. STUD --- " _ - - -- - - - --- - �: � - �ti � � � (E) 4° BRICK ; . ,� � VENEER , ,I -_- , - ----- _ _ . ---- --- -:. _---_ '' - - -- -- -- . , ; � ;; ------ — --- - - - --- -- - -- --- - - --- � : � ' '' - �� 4- I - ;�>,; (E) JOIST - �� 4' 3�16 _ _ � '- � _ \, DBL ANGLE BRACE PER S4.0 SECTION SCALE� I /2" = I ' -0" - �;, - : - --- �� ! i. _ �; �, �� , STIFFENER PL Y" ; �', EA SIDE ' � �� , ,, ,; ;� �,; �� 3 SIDES � 1/4 ;; �; �� ;'� �; ;; 1/4 � �„ �; ;' i. �; ;; DETAIL SCALE � I " = I ' - 0" (N) WF PER PLAN I �- `- �}- (N) STOREFRONT �/ � PER ARCHT �--�� 1/4 1/4 (2) 3/"� BOLTS 'L' TO WF COL / ' L' TO � WF BM JJF BM PER PLAN �PL Y2" (WIDTH AS REQD TO FIT BM AND COL SIZE) ��» —HSS COL PER PLAN , ; ; � /4 . �__. , ' �.�� WF BM PER PLAN STIFFENER PL Y" ' EA SIDE - � �_=�- � ;_�` (E) BRICK WALL � _ � �� `� �� ,. , � ` (2) 3/>,4 BOLTS 3 SIDES ` �/4 � . �� ; ,.� ` i • � � ,� � �:� - -�;, � � ��; � 1/4 ,\� �" ��„ PL Y2" (WIDTH AS REQD TO ��, FIT BM AND COL SIZE) \�' �� ; HSS C L PER PLAN 2'-6" (MAX) DETAIL SCALE � I " = i ' - 0" PL%x6x0'-7" PER DET 4/S4.1 -L6 x 4 x%6 x 7'-6" LLV, CONN PER DET 4/S4.1 (E) ROOF (E) WF BM DECK =`' �,: --- -- - - -- -, :: ; ; . (E) 8,� METAL - -- _ - , - ; :- - - - -- --J -- . ,; � - - STUD ;�; '_\;'�(E) 4" BRICK '-�� VENEER �. 3/16 '��: , �: �; - _- _ �� 4 , = 4. DBL ANGLE — — � ` BRACE PER � >`� . �; S4.0 � I � �: ,! I � - (N) WF \ I I PER PLAN , �; I �\ : ��. :�: _\_'. I �i I � � -- ; !� (N) STOREFRONT ' ' � PER ARCHT ��; �-- ��I � � SECTION � SCALE� I /2° = I ' -0" ---- --- WF COL PER PLA ------ -------- L3x3xYx", "„ 1,� RETL 1/4 END PL Y" WF BM PER PLAN W/ (2) 3/°4 THRU BOLTS - --__ 3 SIDE ��4 , ; : DETAIL SCALE � I- I/ 2" = I'- 0" (E) 2ND FLOOR WALL (E) ROOF ; �,�. DECK � `: (E) ROOF JOIST (E) 2ND _ �� ; '� FLOOR DECK �,�� (E) WF BM _ - ; ------ - -- -- ----- ------- -- - - ---- -- E 8" METAL �) _ � -- - - -- -- - _ _ __ _ . _— STUD _= _�_� -:—,=- —= ---- - ---- -- --. , ; � `�:�-(E) 4" BRICK 3/16 ,�; VENEER - _- `= ': �: � �' 4 (E) WF BM ,� \' _�� 4. DBL ANGLE � — — — BRACE PER ';:� : S4.0 - I ~I�,' I I i'�: \ �\�% I PER PLAN SECTION SCALE� I /2" = I ' -0" -- �-- , --�--. - - . - - �� , , �� -: ;� �� : , ��_ ___ ; STIFFENER PL Y2" � EA SIDE �_�' , � (E) BRICK WALL ��"; ��, _� _ ; �; �; 1/4 1/4 'L' TO WF COL / 'L' TO � WF BM WF BM PER PLAN �\ PL 3/ x 6 x 0'-7" 3 SIDES �/4 ��, (2) %"� BOLTS PER DET 4/S4.1 \\\ � ~ - L6 x 4 x 5t6 x 7'-6" LLV, �_� ;��_ �� ; � CONN PER DET 4�54.1 . `- � �4 _;�` „ _� / I ��» PL Y" (WIDTH AS REQD TO 2 FIT BM AND COL SIZE) � ,-� � -- HSS C L PER PLAN t- �__ � ; 2'-6" (MAX) DETAIL SCALE � I " = I ' - 0° �D SIZE) i; �-}- (N) STOREFRONT ; , �� PER ARCHT �--�� STIFFENER PL Y" EA SIDE� 3 SIDES � 1/4 DETAIL SCALE � I ° = I ' - 0" (E) 8" MEfAL STUD — ,' — - --- , (E) 4" BRICK VENEER ' - _ —�� (2) HILTI-LOW VELOCITY (N) 800T150-43 BOT TRACK , � �--� �' XU-FASTNERS (ICC-ESR-2269 W/ (2) SHOT PINS AT 16" OC CUT \�. AT 16" OC HOLE FOR ANGLE BRACE CONN ' — � WF PER PLAN ��_ STIFFENER PL Y" AT ANGLE BRACE =�--� 3 SIDES -- -- 1 /4 �NP� 1� 1 DOUBLE ANGLE BRACE PER S4.0 3/16 PL 3/ x 6 x 0'-7" AT 6" FROM EA END, (2) PER L6 x 4 SEGMENT 1/4 DETAIL SCALE� I - I /2° = I ' -0" %" THK GROUT FOR FIRM BEARING 1 ;, _ _ - -- --- �� / � � j � �� /' � i � / ��. - - - - - - - - - /; , .%/ / ANGLE LEDGER PROVIDE � , �'•, PER PLAN FULL BRG 8�� /� � j / ��, (N) MAN /� % DOOR ; � �� %� j �� ; % (E) BRICK VENEER %� i' �; j " j' /, // ---_, DETAlL SCALE � I " = I ' - 0° ; � ___ = 1/4 ;-- : � - L6x4xs�sx5'-0°LLV ��` i �! i STOREFRONT PER ARCHT, � CONN PER MFR i � D CO MID POINT OF WF BM I ��4 V �WF BM PER PLAN (2) 3/"� BOLTS � �PL Y2" (WIDTH AS REQD TO ��„ FIT BM AND COL SIZE) —HSS COL PER PLAN STIFFENER PL Y"� EA SIDE 3 SIDES � 1/4 m DETAIL SCALE � I " = I ' - 0° DETAIL SCALE � I " = I ' - 0" 3 SIDES (lYP) -ENER PL Y" �IDE � , SKEWED ANGLE BRACE PER S3.0, CONN TO ROOF JOIST PER A/S4.1 1/4 BM PER PLAN 1/4 V 4 (2) %"� BOLTS _� „ PL Y" (WIDTN AS REQD TO ��„ FIT BM AND COL SIZE) HSS COL PER PLAN p L��[lC�� JU! 1 i 2016 RElD MIDDLETON, INC. �� . � � � �.� � � �:j i!' i� >Y'�� , .� �. 4= � � '�e,�� , �.�,� � Southcenter a33 SoM'�c�tat Pctke Tuk+la �ta. �aa—zt� z4o-z#e-wz� W£S7FiElD dESIGN & coNsnzucnoN 1t60t WNshire 8oulevttrd. ltth Ftoor Los Angdes. 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