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Permit D17-0030 - RENAISSANCE - SUITE IMPROVEMENT
RENAISSANCE 14220 INTERURBAN AVE S SUITE 116 D17-0030 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3365901881 14220 INTERURBAN AVE S Unit116 Project Name: RENAISSANCE Permit Number: D17-0030 Issue Date: 3/27/2017 Permit Expires On: 9/23/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: - Name: Address: License No: Lender: Name: Address: BELLTOWN INVESTMENT PARTNER 2505 2ND AVE #520 , SEATTLE, WA, 98121 LAWRENCE HOUSTON 10002 17 AVE NE , SEATTLE, WA, 98125 UNIPLEX CONSTRUCTION LLC 14737 NE 87TH ST, REDMOND, WA, 98052 U N I P LCL876 L6 RENAISSANCE 14220 INTERURBAN AVE S , TUKWILA, WA, 98168 Phone: (206) 525-0053 Phone: (206) 323-4320 Expiration Date: 7/1/2017 DESCRIPTION OF WORK: A TENANT IMPROVEMENT TO AN EXISTING SUITE. APPROXILATE AREA 1750 SQ FT, B OCCUPANCY Project Valuation: $76,500.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,205.64 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this 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: Print .me: Date: -a7-/ 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: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 15: 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) 13: 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) 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) 14: 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) 16: Maintain fire extinguisher coverage throughout. 17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 18: 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) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: 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 1008.1.9.1) 24: 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) 22: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 21: 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). 26: 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) 25: 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) 27: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 28: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 29: 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. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511: If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKW-ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 0 Building Permit No. Project No. P1-OO17v Date Application Accepted: (- ' Z-4 11 Date Application Expires: '`U -74,11 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 336590-1881 Site Address: 14220 Interurban Ave S. Tukwila WA Tenant Name: Renaissance Suite Number: 105 Floor: 1 PROPERTY OWNER Name: Lawrence Houston Name: Shelby Co. LLC. / C.O. IRES City: Seattle State: WA Zip: 98125 Address: 1015 Third Ave, Suite 900 Email: lawrencehouston@comcast.net City: Seattle State: WA Zip: 98104 CONTACT PERSON — person receiving all project communication Name: Lawrence Houston Address: 10002 17th Ave NE City: Seattle State: WA Zip: 98125 Phone: (206) 525-0053 Fax: Email: lawrencehouston@comcast.net GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 10002 17th Ave. NE City: Sattle State: WA Zip: 98125 Phone: (206) 525-0053 Fax: City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2011 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: m Yes ❑..No ARCHITECT OF RECORD Company Name: Lawrence Houston Architect Architect Name: Lawrence Houston Address: 10002 17th Ave. NE City: Sattle State: WA Zip: 98125 Phone: (206) 525-0053 Fax: Email: lawrencehouston@comcast.net ENGINEER OF RECORD Name: Self Funded Address: Company Name: NA Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Self Funded Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIOI` — 206-431-3670 Valuation of Project (contractor's bid price): $ 76,500 Describe the scope of work (please provide detailed information): A tenant improvement to an existing suite. Approximate area 1750sf. B Occupancy Existing Building Valuation: $ Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Materia! Safety Data Sheets. SEPTIC SYSTEM. 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. IJ:\Applications\Forms-Applications On Line \2011 ApplicationsWermit Application Revised - 8-9-I1.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lsl Floor 19,420 1,750 0 0 VB B rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Materia! Safety Data Sheets. SEPTIC SYSTEM. 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. IJ:\Applications\Forms-Applications On Line \2011 ApplicationsWermit Application Revised - 8-9-I1.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO TION — 206-433-0179 r Scope of Work (please provide detailed information): A tenant improvement to an existing suite. Approximate area 1750sf. B Occupancy Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours O ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities 0 .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection ' Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. , WO # ❑ ...Water Only Meter Size .. WO # ❑ ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water El ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Fomu-Applications On Line12011 Applications\permit Application Revised - 8-9-11.docx Revised: August 2011 • bh Page 3 of 4 PERMIT APPLICATION NOTES — 0 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 1 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 OW R OR AUT OR1Z D AGENT: Signature: Gtr^' tP t-SID'L— • Date: 02/16/2017 Print Name: Lawrence Houston Day Telephone: (206) 525-0052 Mailing Address: 10002 17th Ave NE Seattle WA 98125 City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,364.03 D17-0030 Address: 14220 INTERURBAN AVE S Unit116 Apn: 3365901881 $1,364.03 DEVELOPMENT $1,299.29 PERMIT FEE R000.322.100.00.00 0.00 $1,294.79 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $64.74 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11073 R000.322.900.04.00 0.00 $64.74 $1,364.03 Date Paid: Tuesday, March 14, 2017 Paid By: INTERGRATED REAL ESTATE SERVIC Pay Method: CHECK 1177 Printed: Tuesday, March 14, 2017 12:00 PM 1 of 1 CRSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $841.61 D17-0030 Address: 14220 INTERURBAN AVE S 150 Apn: 3365901881 $841.61 DEVELOPMENT $841.61 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R10857 R000.345.830.00.00 0.00 $841.61 $841.61 Date Paid: Tuesday, February 21, 2017 Paid By: INTEGRATED REAL ESTATE Pay Method: CHECK 1166 Printed: Tuesday, February 21, 2017 1:56 PM 1 of 1 CRWSYSTEMS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 4.31 367 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit 1)/7-G O PERMIT NO. Proj ca: K�,f�d 4 , SsA Jce Tme of Inspection:, b u 1Lbirj6 - bkridi •, Address: /4220 Arirewatul Ave S Date Called: Special Instructions: / %ICS Date Wante S 3 / 7 a.m. p.m.` Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ot< Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must ,be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit t dry PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 Project: A1A)S5Akic " Ty a of Inspection: o11)./Nr"/- 1, 4 r' Address: A/.0 4. S Date Called: Special Instructions: / /6 Date Wanted: /V Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: LeA,3 F/ Rr' D�prt, Inspector: Date: 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., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ect: 'AAAI SS/AA/CC TYpe of Inspection: 6lAZr46- � Address:/A/ ) � wr11 i -J AVG r A Date Called: Special Instructions: Date Wante : #^7 a.m p.m. Requeste : / Phone No: Approved per applicable codes. JJ Corrections required prior to approval. CONI MENTS: Inspector: Date: 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 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 I)I7-0g3Z Project: R.C24v/isesr9A/eoe Type of Inspection: 'us/nr-ii %QLD 'a/L/A/6— Address: /'a2O /Ni&ev ✓A°4S Date Called: ,, Special Instructions: Date Wanted. a.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: z>% C'o/L/A/t Inspector: Date: 5'9 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 p(7 0°30 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: Ke—ti (S�f � Type of Inspectiop: F l4 -c_( (tly Address: L L -u) i - ottk Date Called: `/ $1( b SpeciallnstructIons: t Q �� Da Wan�7ted: ` 7 1— 1 7 1 ,�- p.m. Requester: ri Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Da te3 REINSPECTIbN FEE REQUIRED. Prior to next inspection, fee must!be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �Ii INSPECTION NUMBER INSPECTION RECORD,., Retain a copy with permit '' f L)!1 -off 0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 2j» SSG " "lob Type of Inspection: F/ ; 5P4fN, rt7ij/t-c Address: Suite #: /4'2o L Contact Person: Y LUI y Special Instructions: Phone No.: --1 1‹ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 6-' Fire Alarm: 11.1.9-- 4 (4 i2 m Hood & Duct: — M&nitor: Pre -Fire: /V L ETD f_) Permits: Occupancy Type: -F /4--- 6 ...-/42.-- /5.1jl%12.OYt-to -- (¢ >2 tFC r, D ' Af D ri Ile fiNo't Aai Needs Shift Inspection: 1 t 7 Sprinklers: 6-' Fire Alarm: 11.1.9-- 4 (4 i2 m Hood & Duct: — M&nitor: Pre -Fire: /V L ETD f_) Permits: Occupancy Type: Inspector: 9 -M 5'1.1-- Date: 5- 13 A -- Hrs.: r C $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION. RECORD Retain a .copy with permit Dl -oO3c PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: I�ki sUE ta; Type of Inspection: �./ Address: 1 Suite #: / x-220 t f 5 . Contact Person: Special Instructions: 44— iq'Lg-1-1-7-y\._ Phone No.: Approved: per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: }re- c"" Fire Alarm: 'fE s Date: 5724)4_ Fy 777-,OeS C3 -- a i\i C_ 44— iq'Lg-1-1-7-y\._ Pre -Fire: ,epi) t n. Permits: `' Occupancy Type: . NECJi/ spt2-� o X67- dpi "&-J: Needs Shift Inspection: yr`, Sprinklers: }re- c"" Fire Alarm: 'fE s Date: 5724)4_ Hood & Duct: Monitor: 44— iq'Lg-1-1-7-y\._ Pre -Fire: ,epi) t n. Permits: `' Occupancy Type: A Inspector: F1,4 S Date: 5724)4_ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: Word/Inspection Record Form.Doc State: 3/14/14 Zip: T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1Jr71- .-40450 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: I evA iSce v) C r Type of Inspection:CeiLe---- Address:Contact Suite #: /422O % Sf Person: Special Instructions: a Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6 Th cov"6��- ,i) .St40y1 T (r•J f /6 if -- 2 2a 5 Needs Shift Inspection: ye 5 Sprinklers: Y- ' 5 Fire Alarm: '/p SHood & Duct: 6 Monitor: a Pre -Fire: Permits: Occupancy Type: 6 Inspector: .Mt 4--- Date: «/Z i f f Hrs.: I I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form Doc 3/14/14 T.F.D. Form F.P. 113 aPERMIT COORD COPY: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0030 DATE: 02/21/17 PROJECT NAME: RENAISSANCE SITE ADDRESS: 14220 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: AJ AWG Building Division Public Works 1 M'\AtAt 7 1,017 qv. 1, Planning Division Fire Prevention Structural 1-1 Permit Coordinator if PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 02/23/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/23/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Pertnit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 , Staff Initials: 12/18/2013 UNIPLEX CONSTRUCTION LLC 0 home Espanol Contact Safety & Health Claims & Insurance kk Washington State Department of 40, Labor & Industries Search L&I Page 1 of 2 A -Z index Help My L&I Workplace Rights Trades & Licensing UNIPLEX CONSTRUCTION LLC Owner or tradesperson Principals SCHWAB, JOSEPH MCDONNELL, PARTNER/MEMBER PR CORP SERVICES INC, AGENT Doing business as UNIPLEX CONSTRUCTION LLC WA UBI No. 603 305 853 14737 NE 87TH ST REDMOND, WA 98052 206-323-4320 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. UNIPLCL876L6 Effective — expiration 07/01/2013— 07/01/2017 Bond ................. Wesco Insurance Co Bond account no. 46WB028978 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 06/26/2013 07/01/2013 Expiration date Until Canceled Insurance .................... . Developers Surety & Indem Co $1,000,000.00 Policy no. BIS00019320-03 Received by L&I Effective date 05/09/2016 07/01/2016 Expiration date 07/01/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Heip us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603305853&LIC=UNIPLCL876L6&SAW= 3/27/2017 UNIPLEX CONSTRUCTION LLC No L&I tax debts are recorded for this contras:ense during the previous 6 year period, but some d may be recorded by other agencies. License Violations .................................. _ ..................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 222,323-01 Doing business as UNIPLEX CONSTRUCTION LLC Estimated workers reported Quarter 4 of Year 2016 "31 to 50 Workers" L&I account representative TO / JAMES VEST (360)902-4715 - Email: VESJ235@lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603305853&LIC=UNIPLCL876L6&SAW= 3/27/2017 ABBREVIATIONS A AB A&B ADDL ADDN ADJ AFF AGGR AL ALT ANCH ANOD APPROX AVG B BLDG BLKG BM C CAB CPT CL CLG CLKG CLR CMU COL COMP CONC CONST CT CTR CTRSK CY D d DB DBL DEM OF DICA DIM ON DR DS DT DWG E EA EB ELEC ELEV EQ EQUIP ETC EW EXIST EXT F FF FD FON FIC FIN FIO FIV FLR FLASH FOIC FOIV FOW FP FR FT FTG G GALV GL GLB G.T. GWB H HB HC HORIZ HT HWD IN. INCAN INSUL INT J JST JT K KD L LF LH LVL LVR M MAX MDF MDo MET MIN MISC N N NIC NOM NTS 0 OC OPP HAND OSB Anchor Bolt Above and Below Additional Addition Adjustable/Adjacent Above Finish Floor Aggregate Aluminum Alternate Anchor Anodized Approximate Average Building Blocking Beam . Cabinet Carpet Closet Ceiling Caulking Clear Concrete Masonry Unit Column Composition Concrete Construction Ceramic Tile Center Countersink Cubic yard Penny Dead bolt Double Demolish Douglas Fir Drilled -in concrete anchor Dimension Down Door/Drain Down Spout Drain Tile Drawing Each Expansion bolt Electric(al) Elevation Equal Equipment Et Cetera Each way Existing Exterior Finish floor Floor drain Foundation Furnished and installed by contractor Finish Furnished and installed by owner Furnished and installed by vendor Floor Flashing Furnished by owner; installed by contractor Furnished by owner; installed by vendor Face of wall Fireplace Floor Register Feet Footing Galvanized Glue laminated Glue laminated beam Girder Truss Gypsum wall board Hose bib Hollow core Horizontal Height Hardwood Inches Incandescent Insulated Interior Joist Joint Kiln dried Lineal feet Left hand Laminated veneer lumber Louver Maximum Medium density fiberboard Medium density overlay board Metal Minimum Miscellaneous North Not in contract Nominal Not to scale On center Opposite hand Oriented strand board P PBD Particle board PERF Perforated PERIM Perimeter PC Pull chain P. CL Pantry Closet P -LAM Plastic laminate PLWD Plywood PR Pair PREFAB Prefabricated PSL Parallel strand lumber PT Pressure treated R R REF RH RM RO Riser Reference Right hand Room Rough opening s Structural steel designations G.T. Girder Truss L Angle PL Plate TS Tube steel SCHED SC SECT SF SHT SHTG SIM SM SMS SPEC SQ S&R SST STL STOR STRUC SV SIM S4S T T TB TC TEL T&G TOC TOP TOW TPH TYP U UBC UNFIN U.N.O. V VB VCT VERT VG W w/ w/0 WD WPF Schedule Solid cored Section Square feet Sheet Sheathing Similar Sheet metal Sheet metal screws Specification Square Shelf and rod, Stainless Steel Steel Storage Structural Sheet vinyl Similar Surface 4 sides Tread Towel bar Trash compactor Telephone Tongue & groove Top of concrete Top of plate Top of wall Toilet paper holder Typical Uniform Building Code Unfinished Unless noted otherwise Vapor Barrier Vinyl composition tile Vertical Vertical grain With Without Wood Waterproofing) SYMBOLS USED AS ABBREVIATIONS: L C d PL Jf 0 +/ - Angle At Center Line Penny Per Plate Round/diameter Square feet Delta Plus or minus GRAPHIC SYMBOLS PROJECT ADDRESS 14220 INTERURBAN AVE SOUTH TUKWILLA. WA. PARCEL NUMBER 336590-1881 PROJECT DESCRIPTION DEMOLITION OF EXISTING INTERIOR PARTITION WALLS AND CONSTRUCTION OF NEW WALLS IN SUITE 105 OF BUILDING A. MECHANICAL/ELECTRICAL AND SPRINKLER WORK IS BIDDER DESIGN. SUITE AREA 1750SF (APPROX) NOTES: SPRINKLERS: YES MECHANICAL & ELECTRICAL DESIGN TO BE A DIFFERED SUBMITTAL TUKWILA ORDINACE NOTES: ZONE: C/L1 CONSTRUCTION TYPE: V -B SPRINKLERS: YES B OCCUPANCY, A2 OCCUPANCY ;r. Rient EARTH FILL GRAVEL FILL CONCRETE MASONRY STEEL (LARGE SCALE) 1 FLASHING •' Nom. ref IIIIII IIII,I11IIIIi��!!III� Witel GYPSUM WALL BOARD PLYWOOD WOOD STUD WALL FINISH WOOD WOOD FRAMING WOOD BLOCKING GLUE LAMINATED SECTION RIGID or FOAM INSULATION / PANEL BATT INSULATION BUILDING SECTION WALL SECTION ELEVATION INTERIOR ELEVATION DETAIL DETAIL REVISION 00.0 (NEW) ELEVATION K00.0 (EXIST) MARK OWNER / ADDRESS Shelby Company LLC C/O Integrated Real Estate Services 1015 Third Ave., Suite 900 Seattle. WA. 98104 contact Steve Scott. Phone: 206 515 0630; Steve@iresl.com ARCHITECT LAWRENCE HOUSTON ARCHITECT 10002 17TH AVENUE NORTH EAST SEATTLE, WASHINGTON 98125 CONTACT: LAWRENCE HOUSTON TEL: 206.320 1279 EMAIL: lawrencehouston@comcast.net DRAWING INDEX A0.0 COVER SHEET A1.0 GENERAL NOTES A2.0 FLOOR PLAN & REFLECTED CEILING PLAN A5.1 CEILING DETAILS A5.2 GENERAL DETAILS PROJECT LOCATION SUITE LOCATION PLAN PROJECT LOCATION COSITE PLAN Scale: 1/16th = 1'-O" REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fess FILE COPY Permit ®. 1)1140/7)0 Plan review oppro'i ! is subject to errors and ory ?ssions. Approval of cons f ustion Cccumontc does nct auto ize the violation of any adopted code or ordinance. Pcc t of approved Field Copy and conditions is ac;incwlad ad: By:Date: a - ' a / ISEF;:TFj'lT REC,rdlilt_ED FOR: "fL"echanical 'Eloctricai 2/Plumbing CKKGas Piping City of Tukwila B..I.P,DNG DIVISION City of Tukwila BUILDING DIVISION RECEIVED FEB 2 3 2017 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA FEB 21 2017 PERMIT CENTER bri 0030 w w z_ C0 w 0 0 c U W 2 U Z a) O a) 0 U Q W ror W rn r -- (Nr of co O (NI 11. 465 v U 0 0 0 t O a) U c N PERMIT SET 02/15/2017 0 REVISION N REVIEWED FOR-- CODE OR-'CODE COMPLIANCE APPROVED MAR 0 2 2017 City of Tukwila BUILL,II10 h.4,„ COVER SHEET A0.0 General Notes 1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT ADEQATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS AND CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUCTIONAL OR ASTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE OWNER FOR REVIEW AND APPROVAL 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH HIGHEST STANDARD OF WORKMENSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHOULD ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO OWNER IN WRITING FOR APPROVAL. 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR OWNER APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR OWNER'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). . CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY OWNER OF ANY DISCREPENCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 9. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEEET METAL BACKING IN PARTITIONS FOR ALL WALL-MIOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE CONTRACTOR SHALL NOTIFY OWNER OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 11. ALL MATERIALS INDICTAED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE , COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICLE AND SHALL BE APPROVED BY THE OWNER BEFORE USE. 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS AND TESTING) 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL,PASSERBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCHMARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO OWNERS APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTILE, AND SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE/LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILING OR FLOORS CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING,EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALL AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SUDING DOORS, RECITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURES OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION . WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBMITTAL WILL BE ACCEPTED. 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWING AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVING FIRE ALARM SYSTEM AUDIBILITY. 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE OWNER DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED AND PERMITTED AS NESECCARY BY OTHERS. ALL CIRUITING COORDINATION TO BE BY OTHERS. 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR OWNERS APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLS DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXSTINGUISHERS AND HOSE CABINETS, PLUMBING EQUIPMENT. 23. ANY CHANGES IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE OWNER. 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED . ALL SURFACES SHALL BE ALIGNED. 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & General Notes Cont. BLOCKING TO BE FIRE TREATED. 31. CONTRACTOR TO PROVIDE SHOP DRAWING FOR: HVAC, LIGHTING ,CASEWORK. 32. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS) WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE APPROPRIATE UNDER SLAB INVETIGATION (VIA SONO -GRAPH AND/OR X-RAY) TO LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT SUBJECT AREAS) AND PULL BACK THE EXISTING VAPOR BARRIER (IFPRESENT) AND PROTECT FOR FUTURE RE -INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACK FILL AND RE -COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE -INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE -COMPACT FILL SOIL TO AT LEAST 95% OF THE MINIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE -INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR/MOISTURE RESISTANT BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI HY-150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCMENT SHALL BE INSTALLED PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED FABRIC WIRE WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S) (BUT NOT BE LESS THAN FOUR INCHES THICK) AND #4 DOWELS SHALL BE CENTERED IN SLAB. THE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATIO OF .58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING IF REQUIRED. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULTA STRUCTURAL ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. 33. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING & OPERATIONAL MANNER. 34. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS ELECTRICAL AND VOICE NS OF /DATA OUTLETS, PLUMBING AND OTHER DEVICES WITH LAY OUT AND DESIGN OF CUSTOM CASEWORK. 35. CASEWORK SHALL CONFORM TO A.W.I CURRENT STANDARDS. 36. THE CONTRACTOR WILL INSPECT THE PREMISES IMMEDIATELY TO CHECK WORK CONDITIONS. SHOULD THE CONTRACTOR FIND CONDITIONS WHICH HE BELIEVES WOULD IMPEDE HIS WORK THEN SUCH CONDITIONS MUST BE REPORTED IMMEDIATLY TO THE ARCHITECT AND OWNER. FAILURE TO DO SO WILL CONSTITUTE NOTICE THAT THE CONTRACTORIS FULLY SATISFIED WITH THE EXISTING CONDITIONS AND THAT HE INTENDS TO PERFORM HIS OBLIGATIONS WITH NO ALLOWANCE EITHER IN TIME OR MONEY FOR ANY IMPEDIMENTS TO HIS WORK. 37. CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS IN WRITING FOR A MINIMUM PERIOD OF TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 38. THE CONTRACTOR WARRANTS TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS CONTRACTOR SHALL BE HIGH QUALITY, FREE FROM FAULTS AND DEFECTS, AND IN STRICT CONFORMANCE WITH THE CONTRACT DOCUMENTS. ALL WORK NOT CONFORMING TO THESE STANDARDS MAY BE CONSIDERED DEFECTIVE. IT IS UNDERSTOOD THAT NO INFERIOR OR NON -CONFORMING WORK OR MATERIALS WILL BE ACCEPTED WHETHER DISCOVERED AT THE TIME THEY ARE INCORPORATED INTO THE WORK OR ANY TIME THEREAFTER. IF REQUIRED BY THE OWNER, THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE TYPE AND QUALITY OF MATERIALS AND EQUIPMENT. 39. THE WARRANTIES AND GUARUNTEES PROVIDED IN THE CONSTRUCTION DOCUMENTS SHALL BE IN ADDITION TO AND IN LIMITATION OF ANY OTHER WARRANT( AND GUARUNTEE OR REMEDY REQUIRED BY LAW OR THE CONSTRUCTION DOCUMENTS. 40. ALL BIDDERS SHALL CAREFULLY REVIEW PLANS, SPECIFICATIONS, SITE AND ALL INFORMATION THEREIN AND SHALL BECOME FAMILIARIZED AS TO THE LOCATION AND NATURE OF THE PROPOSED CONSTRUCTION, THE TERRAIN TO BE ENCOUNTERED, GENERAL LOCAL CONDITIONS, AND ALL OTHER MATTERS THAT MAY AFFECT THE COST OF TIME OF THE COMPLETION OF THE PROJECT. THEY SHALL BE RESPONSIBLE FOR BIDDING ALL COMPONENTS OF THEIR RESPECTIVE TRADES AND SHALL INCLUDE IN THEIR PROPOSAL, ALL ITEMS WHETHER OR NOT SPECIFICALLY IMPLIED OR SHOWN. THEIR PROPOSAL WILL BE CONSIDERED TO BE A COMPLETE BID FOR THEIR RESPECTIVE TRADE IN ALL RESPECTS. THERE SHALL BE NO ADDITIONAL COMPENSATION FOR CONDITIONS WHICH WERE NOT KNOWN OR LEFT OFF BIDS AS SHOWN OR IMPLIED ON THE PLANS 41 RIoDERS WILL RE REQUIRED TO COMPLY WITH ALL APPLICABLE STATUTES. REGULATIONS, FTC_, INCLUDING THOSE PERTAINING TO THE LICENSING OF SUBCONTRACTORS AND REGULATIONS ISSUED PURSUANT THERETO. IF A BIDDER HAS ANY DOUBT AS TO WHAT THEY ARE TO PROVIDE, THEY SHALL CLARIFY WITH THE GENERAL CONTRACTOR PRIOR TO SUBMITTING THEIR PROPOSAL. 42. ANY FAILURE BY THE CONTRACTOR OR SUBCONTRACTOR TO AQUAINTTHEMSELVES WITH ALL THE AVAILABLE INFORMATION SHALL NOT RELIEVE THEM OF THE RESPONIBILITY FROM PERFORMING THEIR WORK PROPERLY. Demolition Notes 1. OBTAIN DEMOLITION AS NECESSARY PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE OWNER BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN"BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7. AS DIRECTED BY BUILDING MANAGMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES(INCLUDING DOWNLIGHTS AND FLOURESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, REQUIRED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTORS SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON THE DRAWINGS.THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 15. DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYLED AS MUCH AS PRACTICAL AND ALLOWED BY LAW. Dimension Notes 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN IN CASE OF CONFLICT NOTIFY OWNER. PARTITION PLAN BY UWNtK 1 AICES I'IttGEDENCE OVER ALL OTHER PLANS, 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR " OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES, U.N.O. 3. DIMENSIONS NOTED "CLEAR OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN t 1/8" WITHOUT WRITTEN INSTRUCTION FROM OWNER. 4. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE OWNER. SECURE OWNER'S APPROVAL. 5. NOTIFY OWNER IN WRITTING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY OWNER. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE OWNER PRIOR TO PARTITION INSTALLATION. 6. REFER TO REFLECTED CEILING PLAN FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. 8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 9. ALL DOORS SHALL HAVE 1'-6" CLR. ON STRIKE/PULL SIDE AND 1'-0" CLR. ON PUSH SIDE OF DOOR. VERIFY AND ADVISE OWNER OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. Door Notes 1. ALL EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF KEY SPECIAL KNOWLEDGE OR EFFORT. 2. ALL GALZING SHALL CONFIRM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. 3. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. 4. ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3. 5. THRESHOLDS AT DOOWAYS SHALL BE 1/2" MAXIMUM IN HEIGHT. PER ICC/ANSI A117.1 -2003 404.2.4. ICC/ANSI A117.1-2003SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. & 48" MAX ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION. OPERATING HARDWARE SHALL BE EXPOSED & USEABLE FROM BOTH SIDES. 7. ICC/ANSI A117.1 - 2003 SECTION 404.2.8. DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N) THESE FORCES DO NOT APPLY TO THE FORCE REQUIED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 8. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRICALLY SECURED DOORS WITH IN THE EGRESS PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. 9. ENTERANCE DOORS IN THE BUILDING WITH OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. Electrical Notes 1. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMP AS REQUIRED. ALL EXISTING OULETS UNAFFECTED BY CONSTRUTION ARE TO REMAIN AND ARE TO BE INTERGRATED INTO CURRENT SCHEME WHERE POSSIBLE. 2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY OWNER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK 3. OWNER DRAWINGS DETERMINE LOCATION AND TYPE (OWNER TO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS U.N.O. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1'-0", MAXIMUM OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURE'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE OWNER. OWNER SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT. OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORTORIES, INC, (UL) LABELLED DEVICES THROUGHOUT. 11. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE , INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM, U.N.O. 12. MAINTAIN 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN FROM EDGE OF COVERPLATE , FOR WALL MOUNTED OUTLETS , OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL , COLUMN, OR SIMILAR ELEMENTS, U.N.O. 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE-PIECE TYPE, U.N.O. 14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE ETC. SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALLCOVERINGS & CARPET SPECIFIED. 15. POWER /DATA/TELEPHONE REQUIRMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS- BY OTHERS. 16. THE FURNITURE ELECTRICAL IS AN 8 -WIRE SYSTEM. ALL ELECTRICAL FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8 -WIRE CONFIGURATION. 17. "H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. 18. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT PRIOR TO INSTALLATION. 19. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCHU.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O. OUTLET FINISHES: ISOLATED GROUND - GRAY UPS- ORANGE ALL OTHERS- MATCH BUILDING STANDARD SWITCH FINISH: MATCH BUILDING STANDARD COVERPLATE FINISH: MATCH BUILDING STANDARD (INCLUDES ALL COVERPLATES - POWERNOICE/DATA) Reflected CIng. Notes 1. COORDINATE ALL THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DRAWINGS. 2. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. 3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 4. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.0.(EXIST: SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSYTEM MAINTAINANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 6. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 7. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS , LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 8. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATLY. 9. NOTIFY OWNER OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEENOWNER'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE OWNER PRIOR TO FRAMING. 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE OWNER FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 11. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINAIRIES. 12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COOMPLETION - RELAMP EXISTING FIXTURES. 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILIDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). 14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR ENERGY COMPLIANCE CODES. 15. ALL EXISTING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC CODE. Finish Notes 1. ALL AREAS RECIEVE CAPPET AND BASE AS SCHEDULED U.N.O. 2. ALL WALLS & PARTITIONS TO RECEIVE PAINT AS SCHEDULED. 3. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. 4. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. 5. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW ,ARE TO RECIEVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COATS. 6. CHANGES IN FLOORS MATERIALS THAT OCCUR AT FRAMED DOOR OPENING SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. 7. ANY DECORATION USED SHALL BE NON-COMBUSTABLE OR FLAME - RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGERS, ETC.) 8. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON-PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. 9. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON-PUBLIC ARES TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. 10. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUTE - CRI CARPET INSTALLATION STANDARD -CURRENT EDITION. 11. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. "ABUT" ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY "ABUT. 12. CONTRACTOR TO CLEAN AND REPAIR ALL EXISTING EXTERIOR GLAZING AND INTERIOR RELITE MINI -BLINDS WITHIN THE WORK AREA. 0030 RECEIVED CITY OF TUKWILA FEB 21 2017 PERMIT CENTER L.1. w w z 0 z w 1- U Lw r UN U w H Z 1- O (1) r o = Z Q LU LLI Q u- L11 15 J ce Q J U) REVISION w U LO ° ZcD>< Q�CO w c<E, Z� (1) ,40#00 sommos rt ZZ~ L1JJ# Ct 0 N CV REVIEWEi -POR CODE COMPLIANCE APPROVED MAR 0 2 2017 City of Tukwila p III rump, ISI\/ISIC)N GENERAL NOTES A1 .0 STORE INCIDENTAL USE 134SF OFFICE 101 ALIGN OFFICE RECEPT 2' 105 OFFICE OFFICE 104 2/3 A4.1 EQ 20'-6" FIRST FLOOR PLAN SCALE 1/4" = 1-0" 131-4" OCCVANCY Gr;O.9 OCCUPANTI-OAP FAC1'01? OCCUPANT LOAI existing wall New wall NOTES: ALL MAVIAL5 ANP COLO 5ft C110N5 EY OWM. 2, n0015 101,102,104,105 TO It 50X70, 501.I12 CO,1 W0012, WITH W0017 FMCS TO MATCH PULPING STANtAP,n ANP NAr7WA1 , n�TAILS 5 Alin 6, 51-�ET A4,I ra 5U5��Nnn ANP FIX11J 13MCING n�TA1.5 4, Al kOOM5 TO HAVg CAM', 5, PN -1115 TO It W0012 FPAMTt,TMI R t2 GLA55 TO MATCH PULPING 5TANtAn. R1 O O 0 XI511NG CII.ING TO IMAIN, (E) (E) 1 (E) OFFICE 101 EXIt SIGN (E) O (E) 0 OFFICE 106 (E) 0 (E) J (E) 0 (E) OFFIC O r 105 (E) (E) laOCAT XI511NG t!FFU5Np REFLECTED CEILING PLAN SCALE 1/4" = 1'-0" 11 u = = Tr if, (E), RECEPTION 102 I I (E) I:MOVg EIF U5Np & LIGHT FIX11JI 5 Ain I.00A1' A5 I QUI P (E) 0 existing fixture, 2x4 l.'eturn air ceiling grille Air diffuser Ceiling sprinkler 1)(1 0 RECE CITY OF TUKWIVED ILA FEB 21 2011 PERMIT CENTER w w z C9 z w 1 U c v w 1- 0 z 0 1- 0 z 0z W Q wN > 0) ti N c 0 N Iawrencehouston@comcast.net PERMIT SET N 1 REVISION W Fos zo>a a�z(j) < <� (1) F= zof) �z~ O N d' REVIEWED FOR CODE COMPLIANCE APPROVED MAR 02 2017 City of Tukwila DTVI REF.CEILING PLANS A2.0 NOT5:FULLY MECE55E2 UL L1L1502 PENETRA110NME FI STOPPING SYSTEM W/ "F" RATING METALS SIU25 THICKNSS, SPACING, HA5E2 ON SSMA, INIEMIOM A NON-STMUCTURAL,NON -COMPOSITE FEC IN 6�I METAL 5TU2 WALLS, SMI-RECESSE2 FC FIRE EX11NGU15HEM CAHINET HRACING, EQUIVALENT TO pA11NG OF FLOOR IN 3-5/ 8" METAL 51112 WALLS MAIL IS SIMILAR `/ �� WALL PER PLAN FINISH FOR el!� �� 2E51UGN TALHE, .:.y C AT SEMI-RECE55E2 FEC LOCATIONS FLOOR OMITTEP CLARITY ONE LAYER �8i GM EACH 512E �:` . - ) ‘IWIO' �_ . : •1 FLOOR 511;UC11J1 -- .• . . ACOU511C ATT INSULATION, TYp 4IW4W : . ft —r NV ' :.,.:) WALL ce PFR PLAN Q NSU5PEN2E2 m :; :. CEILING FINISH OMITTE2 FOR CLARITY -110N CEILING 5Y5tM PIPE MORA NOTE: PROVII2 PRODUCT 5ULMITTAL • WALL A55FMI3LY PFR PLAN CC TYPICAL PARTITION WALL BRACING SEC11ON Q N- VA11ON � WITH INSTALLA11ON 5CI- VUL� TO PLAN REVIEW AGENCY FOR REVIEW ceW RECESSED FEC DETAIL RATED FLOOR PENETRATION DETAIL LIGHT GAUGE FRAMED WALL SCALE: 3" = 1'-0» SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" TYPE B-1 : BATT INSULATION SCALE: 3" = 1'-0" HOTTOM CHOW OF EX1511NG TRUSS NOTE: b t 003 0 6" 16 GAUGE CUT AN2 MOUNT FLUSH FASTENERS. 51112 HEYON2 TYPICAL PMOVI2E 511?APPING TYPICAL G AT 5TEEL FOLD FLANGE TO XTEN2 MOUNTE2 AT UPPER 6"XI6 GAUGE IN LIEU AT LOWER METAL 51125 CASWORK, OF CASEWOI ('ANCHOR 51112 AT WITH TO NEAREST7 ITEM, STEEL 51112 TRACK 51125 ► BACKING 3 TRACK K. STUD - - WALL 11r11 DETAIL FINISH MATERIALS A5 SCNE2ULE2 ' . { • ACOUSTIC SEALANT AT P IME1R ACO S ALL A TRA110N5, zHACKING :`= . . 2EEP LG 2EFLC110N TRACK, TYPICAL, • RUNNER 5ET WITH FOAM TAPE. ACOU511C 13Aff INSULATION GM SHALL TERMINATE I" PN -OW RASE; SEE INTERIOR FINISH SCHE2ULE THE POI -TOM CHOPS OF THE• EXI511NG TRUSSES SIMILAR AT COW -IONS WALL 15 PARALLEL TO EXISTING TRUSSS, WALLS ARE TO RUN TO UN2ER5IPE OF 1RU555 AN2 SHALL HE HRACw TO THE STRUCTURE AHOV, TYPICAL FULL -HEIGHT WALL TO STRUCTURE HOLT ... FINISH FLOOR — � ',(tf TYPICAL INTERIOR t PARTITION WALL AT SLAB LIGHT GAUGE FRAMED WALL V SCALE: NTS SCALE: 3" = 1'-0"A SCALE: 3" = 1'-0" 9 SCALE: 3" = 1'-0" FIRE M515 -11V WALL PER PLAN UN2EM512E OF STRUCTURE. E Q--- WALL WILL TURN EITHER 21MEC110N 6A5E2 ON THE LOCA110N SHOWN EQ. ON THE FLOOR PLAN TO it INTO A2JACENT WALL UL LI5TE2 PENETRA110N FIRE -STOPPING SYSTEM W/ "F" RATING EQUIVILANT TO ?A11NG OF WALL PER PLAN 4` . RESIN PANEL ( RP -2) . . : .. . • •. . 1 so HRACING PART1110N FRAMING RECEIVED CITY OF TUKWILA FEB 21 2017 PERMIT CENTER GENERAL NOM5 4, 11WALL 1 . 1 PIPE P NE11?A11ON WI3 6 PP N1N2 GEHIN2 RESIN PANEL V " : - LUMICOR POINT SUPPORT SYSTEM, HUTTON CAPS - PAM11110N AS SCHE2ULE2 j•••j,/ J -TRIM 3/ 8" MIN. THICK NEOPRENE GASKET ti' " " , CV ,,,/4 OMPAINTE2 METAL N\112I CAP ( NO MECHANICAL I. PROVI2E 2 HRACE AT 8' -0" RIGI O.C. OR TO ME515T 5 PSF TRANSVE SE LOA2, ALtMNATE 512E5, ATTACH HRACE TO STRUCTUME HATH ( 2) POW2EM IRIVE OR ONE EXPANSION TYPE ANCHOR, ATTACH 13MACE TO pARTI110N WITH ( 2) #8 5CMEW5, BRACING N01" REQUIM I2 WITHIN 8' -0" OF INTEMSECIING TYPICAL PARTITIONS, PARTITION WALL BRACING _, .'"1� ,: MOCKING PER WALL TYPE <: '• X 2 W002 TRIM FASTENS S) :• NOTE: PR0VI2E PR02UCT SUC3MITTAL XI511NG WIN2OW MULLION PARTITION AT MULLION DETAIL WITH INSTALLATION 5C1- WULE TO PLAN MEVIEW AGENCY FOR REVIEW V RATED WALL PENETRATION DETAIL WALL DETAIL SCALE: 3" = 1'-0» SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 10 SCALE: 3" = 1'-0" Iawrencehouston@comcast.net REVISION N N R ED FOS" CODE COMPLIAISCE APPROVED MAR 022017 City of Tukwila BUILDING DIVISION DETAILS A4.0 L 1-- W Lilo L W Z_ z 0Z W z 1- I— u) V =z W ~ 0< = z..... N U ce O, Q J N. rn N ai co co 0 N d lawrencehouston@comcast.net PERMIT SET January 20th, 2017 A REVISION 0 LLI < gr- Q ZcD>< Z Q J J 11:9 - Z Z 0 N EtVIEVVED . R CODE COMPliANCE APPROVED MAR 0 2 2017 City of Tukwila BUILDING DIVISION DETAILS A4.1 FASTENERS TO STRL. STEEL AS REQ IRED 'D NO PUNCHOUT SHALL OCCUR WITHIN 12" FROM EN19 OF ST117 5112 MU51' BE FULLY 5EA1W AGAINST TRACK CONN, 130f.11'.ACK TO FLOOR w/ , -k" 0 x 124'' 116HTEN SCREWS @ 4' -0" O,C, & 6" MOM RUNNER TRACK SAME GAGE AS 511n, MINIMUM I lA n�0 FLANGES Q U ►� S► t '� /0 I EACH ENP a • • -a a ° a • a a . CON1INLOUS METAL RUNNER MECHANICALLY FASTM19 WITH RAM51" 1" 1508519 C ICC -5 OVERSIZED AND GAGE STANDARD TRAC AND GAGE AS SLIP SLIP AS , REQUIR TRACK TRACK, RE,� SI. = UIRED E J SIZE ,, II f SCREW(S) FLANGE BELOW TO VOID \__ TYPICAL GAGE ALLOW SLIP ABOVE GAP AS REQ STUD, SIZE AS REQUIREDSHIM AS REQUIRED PER CLEARANCE TRACK EQUAL STUD X1�N19511195/ GM Up TO PECK SR -1199) @ 2' -0� AC3OV� AT LOUNGE ASA ONLY ND 3.• �XI511NG CONC11M nCK A5 OCCURS NOM5: SCREW ATTACHMENT SEE NOTE BELOW AS C;EQUIp.E19 R -I I IN5ULA11ON TO EXIENP 21-0" WALL DETAIL BEYON19 EACH 512E OF WALL WHEN TRACK 15 ATTACHED DIRECTLY TO 511,7 FLANGE, A STAN19AR19 No. 6 x 16 PAN HEAP SHEET METAL SCREW SHALL ML15 19, WHEN I2 'WALL COVERING, TRACK ANP 51119 FLANGES AM ATTACHED AT SAME 11ME, A 5T5NIAR19 ( MIN.) I" LONG 19RYWALL SCREW SHALL BE U5N2, ANY COMC3INA11ON OF The ABOVE WHOPS MAY BE U5E9 IN THS EREC11ON OF A COMPLETW WL ASSEMBLY, TYPICAL TOP & BOTTOM TRACK AT INTERIOR WALLS SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" X11N19SOLING' 13A1T5 24" EXTEND SOUN19 13ATT5 24" CEILING A5 SPECIFIWn - REFER TO NO. 9 GA, LAMA- 5LPPORf WIRE AT NO. 9 GA, LATMAL SUPPORT We WITHIN 5" CENtR EN195 OF A. FIXII,RE, SUPPORT WIRE 5UPPLIE19 CONTRACTOR .....,._. FIXTURE OF EACH CORNER OF LIGHT FIXTIRE, SPLAY BY CEILING WIRES A5 SHOWN ANP FAS1% TO BEAM OR PUt;LIN, MIN, OF 3 WIRE TURN5 EACH. CONNC11ON POINT 60° MAX. TYP. � 45° IFLC1W12 OILING PLAN C!ill 41 ...} 1 It rill ist4. al —I i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII td i . . PAINT REVEAL PLAT BLACK • -, CONTINUOUS METAL RUNNER ' . / MECHANICALLY FA51�NEn WITH pAMS�T 1"15O85n�(ICC-�5 /\/--- CR055 TIE & ` / � y fT SR -1799) @ 2 -O ON CENTER TYPICAL SOUND INSULATION �RCESSE19 FLUORESCENT FIX1IRE SPECIFIE19 BASE PARTITION DETAIL FINISH FLOOR MAN 511;UC1J AL RUNNER 4' -0" 0.C. FIXTURE BRACING SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" NOTES; 1 1 1 I 0 0 0 1, LAVAL BRACING CLU51R, (4) 12 GA. GALV, 50FT-ANNFALFf7 MILD STM-WII5 AN12 SPLAYS? ? 90 EG ES FROM EACH OTHFGER AT 4517 F5 MAX, ABOVE HORIZONTAL, 6'-0" MAX, FROM EACH WALL. WIRES 5-10119 TAUT" WITHOUT CAUSING CEILING 2. 5U5PENSION WPB, 12 GA. GALV, SOF1-ANNEALS9 MIL? 511EL WIRE ENCASE? IN W1 TO MAIN RLNNER WITHIN 2" OF CROSS T. CON?UIf TO OCCUR Af EVERY OCCU: Af 41-0" O.C. MAX, EACH WAY. 3 55CU TO LIFT. 2" ?IAM, LATERAL i2 TO MAIN RUM WITHIN 2" OF OE055 '1' CLUSTER5 PLACE? ? 12' -0" O.C. MAX, AN?o CON?UIT (FO2 VLIFT RESTRAINT) ; 5CLZ BRACING CLUSTER AN? SUSPENSION WIRE5 TO ATTACH RUNNER WITH ( 2) XI511N6 STRUCTURE ABOVE 1:ILINGA5 *10 5/ 8" SELF TAPPING SCREWS & 5PACEt; .oFLCT19 o 0 I SPECIFIED-REFER TO CEILING PLAN, TURNS MIN. WITHIN 3" TYP, NOTE #14l FASTEN RUNNERS TO PERIMETER WALL ANGLE Al (2) A?.AcENf 51?E5, PROV119 MIN, 2" WI?E MAIN RUNNER, HEAVYPU1Y VIEW SOWING 4qili0Ill—> �\ � -11114* -- %%. CR055111 LATERAL BRACING CLUSTER AN? SUSPENSION CEILING ��,•,_ W 101: 2" MAX. 45' MAX. NP BRACING TYP. RUNNER EN?5 A1. OPPOSITE WALLS 10 FLOAT FREE ON PERIMETER ANGLE, PROVI2 3/ 4"CLEARANCE BETWEEN N\1195.:� OF GRI? & WALL IIIIILII 111111 I_. ; _ 4> '--` " •PAINT 22 GA, 3-5/ 8" RUNNER, RECEIVEE�WAILANGL REVEAL FLAT BLACK OR CITY' OF TU KWILA USE BLACK RUNNER, FEB 21 2011 5112 W11211-1 TO MATCH WALL. BRACE © 4,-0» ac, MAX, PJ.1�RNA1t PER S CENTER PIREC110N 180` EVERY BRACE . WALL 'GYRE PARTITION SEE PLANS FOR 11 0 0 3 6ACOUSTICAL BRACIN SCALE. 3= 1'-0" SCALE. 3" 1'-0" L 1-- W Lilo L W Z_ z 0Z W z 1- I— u) V =z W ~ 0< = z..... N U ce O, Q J N. rn N ai co co 0 N d lawrencehouston@comcast.net PERMIT SET January 20th, 2017 A REVISION 0 LLI < gr- Q ZcD>< Z Q J J 11:9 - Z Z 0 N EtVIEVVED . R CODE COMPliANCE APPROVED MAR 0 2 2017 City of Tukwila BUILDING DIVISION DETAILS A4.1