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HomeMy WebLinkAboutPermit D19-0050 - ADECCO - TENANT IMPROVEMENTADECCO 14220 INTERURBAN AVE S 130 D19-0050 Parcel No: Address: �=^�x« v�� Tukwila ~~U~nv�n .K�x^w�Uoa Deportment ofCommunity Development 53OOSouthcenterBoulevard, Suite #lOV Tukwila, Washington g81gg Phnne:Z06'431'367U Inspection Request Line: 206'438'9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3365901881 Permit Number: Project Name: ADECCO Issue Date: Permit Expires On: Owner: Address: Contact Person: Contractor: License No: Lender: Name; 1O153KDAVE #90OINTEGRATED REAL LAvVREN[EHOUSTON lO00Zl7AVE NE, SEATTLE WA, 98125 RIEHL CONSTRUCTION SVCS INC 9Z7RAINIER AVE S'5EA7TLE,WA, 98144 R|[HLCS028KR SHELBY COMPANY 10153RDAVE STE90U,S[ATTLEWA, 98104 Phone: (206)526'1373 Phone: (206)322-1144 Expiration Date: 5/8/2019 DESCRIPTION OF WORK: NEW TENANT IMPROVEMENT TO EXISTING SUITE (20,000 SF APPROX) Project Valuation: $4000000 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type nfConstruction: V8 Electrical Service Provided by: TUKWILA Fees Collected: $1,623.37 Occupancy per IBC: 8 Water District: 0KW|LA Sewer District: TUKYY|L4 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VvACities Electrical Code: VVACZ96-46B: Code: ublic Works Activities: '1 Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature:it Date: I� r I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Ceit_ Print Name: 'CYIAA T2-6 Date: /)/( r This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based :)n satisfactory completion of this requirement. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers al 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) shall 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) 12: 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) 13: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 14: Maintain fire extinguisher coverage throughout. 15: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 16: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 17: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 18: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 22: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 20: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 19: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 23: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 25: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 24: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 26: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 27: The maximum flaine spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 8O3.11cf the International Building Code. 30: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. ZI: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #243Gand #Z437) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(I0QS7S'4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2O6)438'935O 1700 8U|L0NGF|NAL~~ 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0602 LAJH/GYPSUM@OARD 0406 SUSPENDED CEILING CITY OF TUK LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. D1cj00S-0 Project No. Date Application Accepted: (For office use only) Date Application Expires: ei 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.: .5 "5 6-4/ --I fig/ Site Address: 14220 Interurban Ave S. Building A Tukwilla. WI Tenant Name: Adecco Suite Number: 1-5 0 Floor: First PROPERTY OWNER Name: we gl. (1_ - i lay / uom pmAy Address: to i 4 — ra 5 i kt- ccif-tc Ito City: tile- State: Ci Zip: CONTACT PERSON — person receiving all project communication Name: Lawrence Houston Address: 10002 17th Ave NE City: Seattle State: WA Zip: 98125 Phone: (206) 526-1373 Fax: Email: lawrencehouston@comcast.net GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: J Yes EJ ..No ARCHITECT OF RECORD Company Name: Lawrence Houston Arch Architect Name: Lawrence Houston Address: 10002 17th Ave NE City: Seattle State: WA Zip: 98125 Phone: (206) 526-1373 Fax: Email: ENGINEER OF RECORD Company Name: NA Engineer Name: Address: City: Seattle State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Self Funded C Oa, 4.6ve . Address: City: State: Zip: H:\App1ications\Forms-AppIictions On Line\ 2011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 DING PERMIT INFORMATIO Valuation of Project (contractor's bid price): $ 46,000 Describe the scope of work (please provide detailed information): New tenant improvments to existing suite (20,000sf approx.) Existing Building Valuation: $ Will there be new rack storage? 0 Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor 38,000 1,400 0 VB B 2'd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? 0 Yes Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 121 Sprinklers Automatic Fire Alarm N., None .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safeata Sheets. SEPTIC SYSTEM .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAAppliostions‘Fonus-Applications On Line12011 Applications \Permit Application Revised - 8-9- I I,docx Revised August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOCIATION - 206-433-0179 -° Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila 0...Water District #125 0 ...Water Availability Provided Sewer District 1:1 ...Tukwila 0 ...Sewer Use Certificate • Highline 0 .. Renton ... Valley View 0 .. Renton 0 ...Sewer Availability Provided 0 .. Seattle Septic System: On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) o ...Bond 0 .. Insurance 0 Easement(s) Proposed Activities (mark boxes that aPPIv): o ...Right-of-way Use - Nonprofit for less than 72 hours El ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 ...Total Cut cubic yards 0 ...Total Fill cubic yards 0 ...Sanitary Side Sewer El ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control ...Backflow Prevention - Fire Protection Irrigation • Geotechnical Report o .. Maintenance Agreement(s) O ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) El ...Hold Harmless — (ROW) o .. Right-of-way Use - Profit for less than 72 hours .. • Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone o .. Storm Drainage 0 .. Abandon Septic Tank .. • Curb Cut • Pavement Cut 0 .. Looped Fire Line Domestic Water 15 0 .. Grease Interceptor 0 Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding 0 ...Permanent Water Meter Size... 53 WO # D ...Temporary Water Meter Size .. " WO A 0 ...Water Only Meter Size 51 WO # 0 ...Deduct Water Meter Size 55 0 ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer El ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip HAApplicationsTonns-Applications On Line \2011 Applications \ Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0WrIZ AM11017AGENT: Signature: Date: 12/20/2018 Print Name: Lawrence Houston Day Telephone: (206) 525-0053 Mailing Address: 10002 17th Ave NE Seattle WA 98125 City State Zip H:\Applications \Forms -Applications On Line \201 I ApplicationsTennit Application Revised - 13-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tullwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,623.37 D19-0050 Address: 14220 INTERURBAN AVE S 130 Apn: 3365901881 $1,623.37 DEVELOPMENT $1,576.36 PERMIT FEE R000,322.100.00.00 0.00 $940.22 PLAN CHECK FEE R000.345.830.00.00 0.00 $611.14 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $25.00 TECHNOLOGY FEE $47.01 TECHNOLOGY FEE R000.322.900.04.00 0.00 $47.01 TOTAL FEES PAID BY RECEIPT: R16813 $1,623.37 Date Paid: Thursday, February 07, 2019 Paid By: INTEGRATED REAL ESTATE SERVICE Pay Method: CHECK 1707 Printed: Thursday, February 07, 2019 11:38 AM 1 of 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: Type of In p etion: Address: � gate Called: Special Instructions: _Date Wanted: ( -' p.rn.. Requester: ....,_. v5©© Phone No:��` Approved per applicable codes. MEWS. ections required prior to approval. Inspector: Date: REINSPECT! ' E FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectiort. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dig-oe Project: Type of Inspection Address: 4-(Ay Date Calle . l S eci ructions: Date Wanted: a. Requester: Phone Rlo: Approved per applicable codes. Corrections 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 PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1O0, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: iTh `Type of Inspection: Address: /14 'Date A - Called: Special Instruct r ns:� Date Wanted: �,... - p.m. Requester: Phone No: �% 1 proved per applicable codes. Corrections 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. PERMIT COORD cur PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0050 PROJECT NAME: ADECCO SITE ADDRESS: 14220 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # Revision # Revision # DATE: 02/13/19 before Permit Issued after Permit Issued DEPARTMENTS: :3 Building Divisio Public Works Fire Prevention Structural r? 1101 Planning Divisi n Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DATE: 02/14/19 Structural Review Required DATE: DUE DATE: 0 4/ 9 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW D Staff Initials: 12/18/2013 Home Espanol tbrita( Safety & Health Claims & Insurance Washington State Department of Labor & Industries A-Z [ndex Help My 1.&I Workplace Rights Trades & Licensing RIEHL CONSTRUCTION SVCS INC Owner or tradesperson Principals RIEHL, WALTER MADSEN, PRESIDENT RIEHL, PATRICIA ANN, SECRETARY Doing business as RIEHL CONSTRUCTION SVCS INC 927 RAINIER AVE S SEATTLE, WA 98144 206-322-1144 KING County WA UBI No. Business type 601 871 610 Corporation Governing persons PATRICIA RIEHL WALTER MADSEN RIEHL; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. RIEHLCS028KR Effective — expiration 05/19/1998— 05/08/2019 Bond CBIC Bond account no. SB4927 $12,000.00 Received by L&I Effective date 04/25/2002 05/08/2002 Expiration date Until Canceled Insurance .................. Endurance American Specialty I $1,000,000.00 Policy no. CBF10000119900 Received by L&I Effective date 11/13/2018 12/05/2017 Expiration date 12/05/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve GENERALNOTES 1. All work performed shall be in compliance with the following Codes: 2015 International Building Code with R.M.C., Chap 15 Amendments, I.M.C., U.P.C., N.E.C. 2015 Int. Energy Conservation Code with Washington State Amendments 2015 International Fire Code with R.M.C. Chapter 15 Amendments 2009 ICC/ANSI Al 17.1 2. Contractor shall verify all existing conditions, levels, and dimensions shown before commencing work. In the event of any conflict (s) or changes between details or between the draWngs and specifications notify the architect immediately and prior to starting any work. 3. Dimensions shown are to face of concrete walls, to face of framed walls, to center line of columns, party walls, and to centerline of openings unless noted otherwise. 4. Provide horizontal 1lreblocking in all frame walls at 10'-O' on center and where frame walls penetrate ceilings. Fireblock in accordance with I.B.C. latest locally adopted edition (R.M.C.). 5. Dimension from rough opening jamb to adjacent, perpendicular stud walls shall be 3' minimum unless noted otherwise. 6. All new interiorwalls are 2x4 studs unless noted otherwise. 7. Maximum change in floor elevation at any doorway, or max. threshold height shall not exceed "vertcally. 8. All decorative materials & furniture are required to be maintained in a flame retardant condition. 9. Provide illuminated exit signs as indicated on plans, as specified, and as required by code. 10, Penetrations of fire -resistive walls, floor -ceilings, and roof -ceilings shall be protected as required in IBC Chapter 7. All fire stop material shall be installed and rated in accordance w/ ASTM E 814 or UL1479. 11, Contractor shall provide fire safety during construction, access and water supply shall be established and maintained per 2015 IFC & Fire department requirements. 12. Provide Non -paper faced moisture -resistant gypsum board on walls in wet and moisture prone areas. 13. Contractor to verify all rough -in dimensions for all equipment & fixtures furnished & installed. 14. Typical wall sections, finishes, and details are not called -out everywhere and may be shown only once. Contractor shall provide as if drawn in full and shall refer to detailed drawings. 15. Contractor shall provide necessary backing to secure any fixture or equipment to structure, and provide backing for equipment and accessory support for the following: shelving, lavatories, cabinets & casework, toilet accessories, closet accessories, stair & handrails, garment hooks, grab bars, pictures/art work, headboards, door & finish hardware, and any other wall & ceiling -mounted items. Verify w/. architect & Owner. Contractor(s) shall coordinate with respective trades for exact locations. 16. Contractor shall safely shore, brace, and support all work as necessary and this shall be the full and sole responsibility of the contractor. No act, direction, review or observation of any systems or methods of the contractor by the owner's representative shall relieve the contractor of this responsibility. 17. CODES: All work shall be performed in strict compliance with federal, state, and local codes and regulations, and any other authority having jurisdiction (AHJ) over the project. Contractor(s) shall protect and indemnify the owner and architect against any claim or liability arising from violation of such codes or regulations. 18. PERMITS: Contractor shall obtain and pay for all required subcontractor permits. 19. QUALITY: Workmanship shall be to the highest standards of the trades involved and the construction industry and materials used and provided of the best quality the market affords. All installations and applications shall conform to the manufacturer's specifications and warranty requirements. 20. GUARANTEE: All materials and workmanship shall be guaranteed for a period of not less than one year from the date of substantial completion or receipt of occupancy certificate unless specified for a longer time period. 21. TRASH REMOVAL: Each contractor & trade shall provide for trash removal at the end of each day. Each contractor and trade shall remove all trash & debris from the site, and within the building and areas swept clean. 22, It is not the intent of the drawings to show or indicate all fastening or framing techniques and/or devices and fasteners, or to show or depict all conditions present. 23. All interior finishes shall be class "II" min. with flame spread rating of less than 75. 24. Comply with SBC, SFC, and local codes pertaining to use of any hazardous materials and flame producing devices during construction. n`ik drtni Ameilo0fl d 3moo Tukwfln :, hY re�a da Ito` TEA'v n o� 5 S `• _- R'e 7 l teturhan 1r� •'m _a hvanv south ��.Kst(YT(arl.YpormtiMt �- '+°�" E -'ntxwlv,vn "^� � rt tntuuP.k s. gyp. 'a, A to #Inq S..enen-Tvkn is t't'fi'., 4 RKE.'roA5LtT5[Ct - o6un:n at eeoAin"k m s Pi Auiabody paccur.v r= ns Art�dr( Arrt&wr Sye:ncns � 3 &U9 0 '9 i,W b� �" ^ Calllwl'6lortgug= `q¢ Puxrcii P0lnbrg ' E sGuatsngs m - '.. F fimilru Po rite .. 1z ?w I no-w VICINITY MAP GRAPHIC SCALE LANDLORD / ADDRESS: ARCHITECT SHELBY COMPANY LLC-FWC 1015 3rd. AVE. # 900 SEATTLE, WA 98104 CONTACT: INTEGRATED REAL ESTATE SVCS TEL: 206.515.0630 PROPERTY MANAGEMENT INTEGRATED 1015 THIRD AVENUE - SUITE 900 SEATTLE, WA. 98104 CONTACT: BOWEN PECK TEL: 206.515.0630 E-mail: bowen@iresl.com PROJECT ADDRESS: 14220INTERURBAN AVE. SOUTH - SUITE 130 TUKWILA, WA. 98168 BUILDING A - SUITE # 130 PARCEL NUMBER PARCEL #: 336590-1881 PROJECT DESCRIPTION NEW TENANT IMPROVEMENT TO AN EXISTING SPACE LEGAL DESCRIPTION Hillmans Seattle garden trs por of lot 1 & all of lots 2 thru 7 & por adj in se 1 /4 of section 14-23-04 daf - beg se car of said lot 7 th my big ely In 315 ft to Ift bank of duwamish river as originally platted th contg on my prod of sd ely 220 ft m/I to Ift bank as existed under superior court cause no 81-2-05910-4 th wly big sd bank to an inen with nely prod of sely In of nwly 72 ft of sd lot 1 th swly aIg sd In prod 200 ft m/I to Ift bank of duwamish river as platted in original plat th contg in swly direction big sely In of nwly 72 ft of sd lot 1 distance of 55 ft m/I to swly In of sd lot 1 th sely alg sd In to inen with n mgn of s 143rd st first ave th ely aIg sd mgn to tpob-tgw por foster joseph do #39 being por of abandoned puget sound electric IT r/w in the sw 1 /4 of se 1 /4 of sd sec 14 sd IT r/w bounded on ne by moule ave on sw by a In 20 ft ne of & pit nely mgn of sr 181 under rec #8905231 1 13 on the se by r/w #5 & on the nw, by r/w #6 both r/w defined in qcd and file # 6557639 - tgw vac moule ave adj tgw por vac st adj BUILDING DEPARTMENT CITY OF TUKWILA, PERMIT CENTER 6300 SOUTHCENTER BLVD. # 100 TUKWILA, WA.98188 0•111100 BUILDING: 2015 International Building Code (IBC) w/. R.M.C., Chap. 15 Amendments PLUMBING: 2015 Uniform Plumbing Code (UPC) MECHANICAL: 2015 International Mechanical Code (IMC) FIRE: 2015 International Fire Code (IFC) w/ R.M.C., Chap.15 Amendments ELECTRICAL: 2014 National Electric Code (NEC) ENERGY: 2015 International Energy Conservation Code w/. WA State Amendments ADA: 2009 Accessible & Usable Buildings & facilities (ICC/ANSI Al 17.1) CONSTRUCTION TYPE: V-B OCCUPANCY CLASSIFICATION: BUILDING: FACTORY LOW HAZARD (F-2) TENANT: OFFICE (B) ASSEMBLY: A-3 OCCUPANCY LOADS: FIRST FLOOR OFFICE: 4,240 S.F. DIVIDED BY 1 = 42 SECOND FLOOR OFFICE: 6,860 S.F. DIVIDED B 00 = 69 FIRST FLOOR SHOP; 8,630 S.F. DIV ED BY 100 = 86 TOTAL OCCUPANTS = 197 SPRINKLERS: - YES MECHANICAL & ELECTRICAL DESIGN BY DEFERRED SUBMITTAL BY RESPONSIBLE SUBCONTRACTORS LAWRENCE HOUSTON, ARCH. 10002 17th AVE. N.E. SEATTLE, WASHINGTON 98125 CONTACT: LAWRENCE HOUSTON TEL: 206.819.1279 '�-.. --®-®- -- ®-®- _ EMAIL: lawrencehouston@comcast.net ____ STRUCTURAL DCI ENGINEERS 818 STEWART ST. -SUITE. 1000 Seattle, WA. 98101 CONTACT: BRENT ROBINSON TEL: 206.332,1900 �r - - - _ (' E-MAIL: Brent@dci-engineers.com. r / - - - - - - - - - - - - - �r 1 GENERAL CONTRACTOR ./r/ r 1 T.B.D. r /r FkIPVAY CEHi"FR i BUILDING "A" i li! FPU F$ II P E JE SOUTrI 98168 \ \% \ \ \ '` \ \ \ ` \ 9 L \� S DRAWING INDEX: v A 1.0 SITE, VICINITY MAP, GEN. NOTES \ A 1.1 CODE SHEET \ A 2DEMOLITION & REMODEL PLANS ` A 2.1.1 REFLECTED CEILING PLAN SEPARATEPERMIT \\\ A 3.0 ELECTRICAL PLAN REQUIRED FOR: A 4.0 TYPICAL DETAILS A 4.1 TYPICAL DETAILS C'a Mechanical C��yJ// Electdca LYI Plumbing L"1 Gas Piping City of Tukwila - BUILDING DIVISION 10' 20' 40' 80, SITE PLAN '°' SCALE: V = 40' Pe*nit No. Plan review approval is sulneot to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and (ondd $ is acknowledged: YuJ Date, 2 Giv of T, la BUILDING DNISION REVISIONS No changes shall be made to the scope of work without prior aporoval of the Tukwila Building Division NOTE: Revisions wilt remove a new plan submittal. andmay include additional plan review.' rccvttVVED FOR CODE COMPLIANCE APPROVED 4 07 201.9 of Tukwila dG DIVISION FEB 07 2019 PERMIT CENTER ,A W U LU UJ Z a Z ¢ m LU " �Wci 3 F- :0))Zm 3U w 0a W °>¢° F=Lua = Z ti J o n Lu r00 co U �N O < �oW" Q of(L REVISION O co 0- W F_ 0 W JW Oj OZ = � U__00 0 LL0� U) Z ULU () W Z� Q Lij = F- W W I___ ' Z o N N It SITE PLAN, VICINITY MAP & GEN. NOTES F EXITING PLAN SCALE 1/4" = l'—O" 0 5 20 Scale: 1/4" = V-0" ADECCO GROUP 14220 INTERURBAN AVENUE SOUTH — SUITE 134,' TUKWILA, WA 98168 OCCUPANCY GROUPS GROUPS USE OCCUPANCY B OFFICE 100 S.F. PER OCC. NOTE: ALL OTHER OCCUPANCIES ARE ACCESSORY. TRAVEL DISTANCE: PROVIDE 44 INCHES MINIMUM WIDE CLEAR PATH, TYP. ZONE : Lul CONSTRUCTION TYPE: V-13 SPRINKLERS: YES FIRST FLOOR B OCCUPANCY — 100 Occupant Load = 1550/100 = 15.5 TOTAL = 16 ONE BUILDING 'EXIT' REQUIRED = 1 provided TOTAL TRAVEL DISTANCE =70 L.F. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 07 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKNVILA FEB 07 2019 PERMIT CENTER A REVISION CODE PLAN A 1.1 LEGEND C - = WALL TO BE DEMOLISHED OEXIST. WALL TO REMAIN SEXIST, TENANT DEMISING PARTITION TO DECK ABOVE' (E) EXISTING SCALE 1/4" = 1'-0" 0 5 20 PLAN SPECIFIC NOTES 1D INSTALL BUILDING STANDARD GLASS SIDELIGHT, 24" WIDE. INSTALL NEW MILLWORK PER ADECCO FINISH rF[JOI STANDARDS & TURNKEY SCOPE OF WORK. �I , I cZ_ ALTERNATE LOCATIONS FOR BRANCH COPIER. FINAL LOCATION TO BE DETERMINED BY BRANCH MANAGER & ADECCO PROJECT MANAGER WKST 07 fiKST 08 OFFICE O =� 104 ! WKST OS WKST 06 j OPEN AREA OFFICE � 002 # 1 xi G 103 WKST 02 WKST 04 IN / LL i I WKST 01 WKST 03 t�t FINISHED DRYWALL OPENING (NO DOOR) J MINI KITCHEN IREF.J _ WAITING 105 AREA F 100 'Fol `° OTESTING #130 AREA 101 i I' SERVER I I COPY AREA EXISTING MILLWORK TO REMAIN #13 LEGEND r////7,7,z=r3=NEW NON -RATED PARTITION TO CEILING ABOVE WITH SOUND INSULATION ®EXIST. WALL TO REMAIN DEXIST. TENANT DEMISING PARTITION TO DECK ABOVE (E) EXISTING COMMON. CORRIDOR REVIEWED FOR DE COMPLIANCE APPROVED SCALE 1/4" = 1'-0" MAR 07 2019 imm0 5 ity of Tukwila BUILDING DIVISION RECFIVEID CITY OF TUK%VILA FES 07 2019 PERMIT CENTER REMODELED FLOOR PLAN Sole: 1/4" = 1'-0" `� Scale: 1/4" = 1'-0" N TA VU 4!D L) L I W w W Lu Z U Z ¢ W z FO W N U I- =z�; @ C W 2: z t' Q � °02 > p W N 'S ., g n d LU uj C4 N a 2 Uj fl d u. Z�, REVISION 0 _M �. W D'U� G z _ ��O O 0 o U)z� LLI W O z ®Uri Q Lij W W Z Z Z CD N N It NEW FLOOR PLAN A'2.1 I SYMBOLS @ CEILING SPEAK[ CEILING FIXTURI CEILING FIXTURI FAN • FIRE SPRINKLEF HANGING POWEI E AIR RETURN F11 E3 HEAT REGISTER LIGHT FIXTURE (E) LIGHT FI) (E) INTAKE / REVIEWED FOR CODE COMPLIANCE APPROVED MAR 07 2019 SCALE 1/4" = 1'-0° City of Tukwila BUILDING DIVISION 0 U— - RECEIVED CITY OF TUKWILA 4 REFLECTED CEILING PLAN scale: ix- =FEE- 07 2019 PERMIT CENTER W W W Z z < ca W Z 0 'o E W Cq 00 7; � @ 0 01 uj LU 7: � Q W , 0 0) z iz C) ryo < 0 < ;a U) a- � ,L REVISION REFLECTED CEILING PLAN SCALE 1/4" = 1'-0' 0 5 20 FO MEN ELECTRICAL LEGEND DUPLEX ELECTRICAL WALL OUTLET DEDICATED DUPLEX ELECTRICAL WALL OUTLET + QUADRUPLEX ELECTRICAL WALL OUTLET -4 COMBINED TELEPHONE & DATA WALL OUTLET I WALL OR FLOOR POWER, PHONE, AND DATA ENTRY FOR SYSTEMS FURNITURE. VERIFY LOCATION AND TYPE WITH TENANT. CONTRACTOR RESPONSIBLE FOR CONNECTION TO BUILDING SOURCE. 44 ELECTRICAL OUTLET AND/OR DATA OUTLET -0 44" A.F.F. OR HEIGHT INDICATED ELECTRICAL NOTES 1. ALL OUTLETS TO BE @ 18" A.F.F. UNLESS OTHERWISE NOTED. 2. TELEPHONE AND COMPUTER CABLING BY TENANT. REVIEV4ED FOR kp N( CODE CONAPLIANCE C APPROVED MAR 07 2019 City of Tul(wil. BUILDING DIVISION IRECIEPIED CITY OF TUKWILA FEB 07 2019 PERMIT CENTER L I,- LLI 0 LLI w z (D z LLJ o E 0 w 01 c, LLI 9 3: � 6 z Ld 0 - �; 0) wn 0 ry 3: 2 < u) n n 0 uj L REVISION q-f O ce) CL ui F- 0 U) 0 Z ry, — CD =) CD 00 rn Lu 0 0 to z uj 0 > W, z Q< uj D C) ry w w z o N C14 ELECTRICAL PLAN Scale: 1/4" = 1141 -DNG\- v NOTES: FULLY RECESSED ILL LISTED PENETRATION FIFE RED IN 6 " METAL STUD WALLS. STOPPING SYSTEM Wl " F" RATING BRACING; METALS STUDS THICKNESS, SPACING, SEM k RECESSED FEC FIFE EXTINGUISHER CABINET EQUIVALENT TO RATING OF FLOOR BASED ON SSMA, INTERIOR IN 3-5/ 8 " METAL STUD WALLS. WALL PER PLAN - STR -COMPOSITE A NON -CTURAL,NON DETAIL IS SIMILAR DESIUGN TALSE. AT SEMI- RECESSED FEC LOCATIONS FLOOR FINISH OMITTED FOR CLARITY ONE LAYER GWB EACH SIDE FLOOR STRUCTURE ACOUSTIC BAIT INSULATION, TYPE 7 GWB CEILING FINISH ..—D FOR MMMUTFUTUT WALL PER PLAN SUSPENDED CEILING PIPE PENETRATION SYSTEM WALL ASSEMBLY PER PLAN NOTE PROVIDE PRODUCTSUBMITTA WITH INSTALLATION SCHEDULE TO SECTION ELEVATION PLAN REVIEW AGENCY FOR REVIEW TYPICAL RECESSED FEC DETAIL RATED ED FLOOR PENETRATION DETAIL PARTITION WALL BRACING LIGHT GAUGE FRAMED WALL ro"� (5 (D—SCAL5 SCALE: 3" l'-O" SCALE: 3" = l'-O" V-011 SCALE: l'-O" TYPE B-1 BAIT INSULATION NOTE. 6" b GAUGE STEEL STUD TRACK - CUT AND FOLD FLANGE AT STUDS - MOUNT FLUSH TOSTUDS WITH 3 BOTTOM CHORD OF EXISTING TRLSS FASTENERS. EXTEND TO NEAREST FINISH MATERIALS AS SCHEDULED STUD BEYOND MOUNTED ITEM. TYPICAL AT UPPER CASEWORK PROVIDE 6 " XIS GAUGE STEEL STRAPPING IN LIEU OF STUD TRACK BACKING AT LOWER CASEWORK ACOUSTIC SEALANT AT PERM ETER L AND AT ALL PENETRATIONS. DEEP LEG DEFLECTION TRACK TYPICAL. 0 ACOUSTIC BATT INSULATION 0 RUNNER SET WITH FOAM TAPE. GWB SHALL TERMINATE T BELOW BASE; SEE INTERIOR FINISH THE BOTTOM CHORD OF THE 0 SCFEDL.LE EXISTING TRUSSES ANCHOR BOLT SIMILAR AT CONDITIONS WHERE WALL IS PARALLEL TO EXISTING TRUSSES. WALLS ARE TO RUN TO FINISH FLOOR UNDERSIDE OF TRUSSES AND SHALL BE BRACED TO THE STRUCTURE ABOVE. TYPICAL TYPICAL BACKING DETAIL TYPICAL FULL -HEIGHT WALL TO STRUCTURE AT METAL STUD WALL INTERIOR PARTITION WALL AT SLAB LIGHT GAUGE FRAMED WALL 3 SCALE: 3" SCALE. NTS SCALE: 3" = l'-O" sc SCALE: 3" = l'-O" UNDERSIDE OF STRUCTURE. WALL WILL TURN EITHER DIRECTION 'ALL W FIFE RESISTIVE WALL PER PLAN BASED ON THE LOCATION SHOWN "ABED I N THE EQ. ON THE FLOOR PLAN TO TIE INTO UL LISTED PENETRATION WALL PER PLAN 7 AD, A E ADJACENT WALL FIRE -STOPPING SYSTEM W/ "F' RESIN PANEL RP-2) RATING EQUIVILANT TO RATING OF WALL PAINTED GWB BEHIND RESIN PANEL PIPE PENETRATION EVIE�VED �6R CODE COMPLIANCE z� APPROVED MAR 07 2019 LUMICOR POINT SUPPORT SYSTEM, PARTITION AS SCHEDULED BUTTON CAPS J-TRIM -NI BRACING CityO'Tu'w'aI BUILDING DIVISION 3/ 8" MIN. THICK NEOPRENE GASKET PARTITION FRAMING ING GENERAL NOTES OVER PAINTED METAL END I' X 2* WOOD TRIM CAP ( NO MECHANICAL 1. PROVIDE RIGID BRACE AT 8',0 1 PRIV'DE GO FASTENERS) BLOCKING PER WALL TYPE 0 R 0 RESIST O.C.T , 0 OR TO RESIST 5 PSF A V HS 0 TRANSVERSE LOAD, ALTERNATE SIDES. ATTACH BRACE TO STRUCTU "RECHVED EXISTING WINDOW MULLION NOTE. PROVIDE PRODUOT SLUM117AL WITH ( �t I POWD WITH POWDERD11EIR OFTIUMVILA WITH INSTALLATION SCHEDULE TO EXPANSION TYPE ANCHOR ATIty PLAN REVIEW AGENCY FOR REVIEW BRACE TO PARTITION WITH(2) #8 FEB 072019 SCREWS. BRACING NOT REQUIRED WITHIN 8 , -0" OF INTERSECTINKIPERMITCENT TYPICAL EER PARTITIONS. WALL DETAIL WALL PARTITION AT MULLION DETAIL RATED WALL PENETRATION DETAIL PARTITION WALL BRACING '7 10 0 3' = l'-o" SCALE: 3 SCALE: 3 = 11-011 - SCALE: 3" = l'O" LA L F- W 0 w LU F— z z co 'z 0 w E OLLi C, 0 LU 0, w im :�- < LLJ 3: 0 LLj 0 z w � 6 Us < gam. At ME A, EREVISION TYPICAL DETAILS NO PUNCHOUT SHALL OCCUR WITHIN 12 " FROM END OF STUD STUD MUST BE FULLY SEATED AGAINST TRACK CONN. HOT TRACK TO FLOOR FASTENERS TO STFL. w . i" a X ll-' TIGHTEN SCREWS STEEL AS REQUIRED @ 4'- 0 " CO. & 6' FROM RUNNER TRACK SAME GAGE EACH END AS STUD. MINIMUNA f WIDE CAP AS REQ'D 4 OVERSIZED SLIP TRACK SIZE CONTINUOUS METAL RJNNER FLANGES MECHANICALLY FASTENED WITH AND GAGE AS REQUIRED 0 8 ED ]CC- ES EXTENDSTUDSI GWBUPTODECK ERR 17 9 9) @ 2'- 0 ABOVE AT LOUNGE AREA ONLY EXISTING CONCRETE DECK AS SCREW ATTACHMENT OCCURS SEE NOTE BELOW \TYPICAL STUD, SIZE AND GAGE AS REQUIRED SHIM AS REQUIRED NOTES R, 11 INSULATION TO EXTEND 2' -0 WHEN TRACK IS ATTACHED DIRECTLY TO STUN FLANGE, A STANDARD SCREW(S) AS PROCEED PER BEYOND EACH SIDE OF WALL No. 6 X 7 PAN HEAD SHEET METAL SCREW SHALL BE USED. WHEN FLANGE ALLOW CLEARANCE DRYWALL COVERING, TRACK AND STUD FLANGES APE ATTACHED AT SAME TIME, A STSNDARD ( MIN.) f LONG DRYWALL SCREW SHALL STANDARD TRACK, SIZE BELOW SLIP TRACK EQUAL BE USED. ANY COMBINATION OF THE ABOVE METHODS MAY BE USED AND GAGE AS REQUIRED TO VOID ABOVE STUD IN THE ERECTION OF A COMPLETED WALL ASSEMBLY. TYPICAL TOP & BOTTOM TRACK -7 AT INTERIOR WALLS SLIP TRACK WALL DETAIL AT 3� = l'-O" L _0 (D_tLE: �3 = V-0" SCALE: 3" = l'-O" NO. 9 GA. LATERAL SUPPORT WIFE AT NO. 9 GA. LATERAL SUPPORT WIFE WITHIN 3* CENTER ENDS OF EA. FIXTURE. FIXTURE OF EACH CORNER OF LIGHT FIXTURE SPLAY SUPPORT WIRE SUPPLIED BY CEILING WIRES AS SHOWN AND FASTEN TO BEAM OR CONTRACTOR PUFLIN. MIN. OF 3 WIFE TURNS EACH. CONNECTION POINT EXTEND SOUND BATTS 24' EXTEND SOL14D BATTS 24" CEILING AS SPECIFIED REFER TO REFLECTED CEILING PLAN PAINT REVEAL FLAT BLACK 60' MAX. TYP. 45* 45' GROSS TIRE CONTINUOUS METAL RUNNER MECHANICALLY FASTENED WITH IX, RAM SETT 15 0 8 ED(ICC. BE RECESSED FLUORESCENT SPECIFIED BASE _=F-�-,"'_ESRlllES) @2'-0' ONCENTER FIXTURE FINISH FLOOR MAIN STRUCTURAL RUNNER4'-0 " D.C. TYPICAL SOUND INSULATION FIXTURE BRACING PARTITION DETAIL 3" l'-O" 'X SCALE: 3" = l'-O" SCALE: 3" = 1'-0" NOTES. 1 LATERAL BRACING CLUSTER (4) 2 GA. GALV. SOFT -ANNEALED MILD STEEL WINES SECURED TO MAIN RUNNER WITHIN 2' OFCRDSS7 0 0 0 0 AND SPLAYS] 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX ABOVE HORIZONTAL. CLUSTERS PLACED 4'-0" OC.MAX. AND V-0" MAX. FROM EACH WALL. WIPES SHOULD BE TAUT WITHOUT CALSING CEILING TO LIFE 2. SUSPENSION WIFE: 12 GA. GALV. SOFT- ANNEALED MILD STEEL WIRE ENCASED IN -" DLAM. CONDUIT (FOR UPLIFT RESTRAINT) ; SECURE EXISTING WIPE TO MAN RUINER WITHIN 2" OF CROSS'T. CONDUTTO OCCUR AT EVERY LATERAL SPACING CLUSTER AND SUSPENSION WIRES TO STRUCTURE OCCUR AT4`0' O.C. MAX. EACH WAY. ATTACH RUNNER WITH (2) ABOVE 3 TL94S MIA. # 10 5 8 - SELF TAPPING WrrHN 3" TYR SCREWS & SPACER NOTE# I FASTEN RUNNERS CEILING As SPECIFIED - REFER TO TO PERMEER 0 REFLECTED CEILING PLAN. WALL ANGLE AT 0 - 0 T(5R__ (2) ADJACENT CODE COMiPLIANCE SIDES. PROVIDE 45' MAX. TYP.. RLDINERENDSAT 22 GA. 3-5/ 8" RUNNER APPROVED MIN. 2" WIDE OPPOSITE WALLS WALL ANGLE 2" MAX. TYP. PAINT REVEAL FLAT BLACK TO FLOAT FFEE USE BLACK RUNNERMAR 07 2019 MAIN FLNNER ON PERIMETER HEAVY DUTY CRDSS ANGLE. PROVIDE -STUD WIDTH TO MATCH WALL BRAceity of Tukwila 3/ 4" CLEARANCE @ 4'- 0 ' O.C.A" ALTE.BUILDING DIVISION VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE B BEN ENDS DffECTION 130 6 EVER( B RA OF GRID & WALL RECEIVED \-SEE PLANS FOR WALL IRE CITY OF TUKWILA FEB 07 2019 PERMIT CENTER ACOUSTICAL CEILING BRACING PARTITION BRACING SCALE: 31, = SCALE: 3" = l'-O" u lwy v v H_ LU q w U.1 F- �=- 7 z 0 WO z W Z'E' o F-W N 8 DO rn 0 Ui w , , , '- =LLJ ¢ 0 = 0 z 0 ry <v, CL 1- 1 0. TYPICAL DETAILS om