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HomeMy WebLinkAboutPermit D15-0243 - RPI DIGITAL PRINTING - PRINTING AREA EXPANSIONRPI DIGITAL PRINTING 3325 S 116 ST D15-0243 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.Rov Parcel No: 0923049068 Address: 3325 S 116TH ST BLDG 2 Project Name: RPI DIGITAL PRINTING DEVELOPMENT PERMIT Permit Number: D15-0243 Issue Date: 10/14/2015 Permit Expires On: 4/11/2016 Owner: Name: EPROPERTY TAX INC DEPT 207 Address: PO BOX 4900, SCOTTSDALE, WA, 85261 Contact Person: Name: ROYCE BERG Phone: (206) 230-6648 Address: 301180TH ST SE, MERCER ISLAND, WA, 98040 Contractor: Name: CARROLL CONSTRUCTION INC Phone: Address: PO BOX 21, MERCER ISLAND, WA, 98040 License No: CARROCI055LO Expiration Date: 7/14/2017 Lender: Name: SELF FUNDED - RPI DIGITAL PRINTING Address: , , , DESCRIPTION OF WORK: REMOVE EXISTING OFFICE, OPEN UP EXISTING WALL FOR EXPANDED PRODUCTION PRINTING AREA. Project Valuation: $30,051.00 Fees Collected: $1,181.24 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: 1116 Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: ChanneIization/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: .I. Date: 10 —t 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 re lating construction or the performance of work. I am authorized to sign and obtain this development per nd agr the cond/itions attached to this permit. Signature: v*qvyA Date: Print Name: 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. S: 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). 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 16: 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) 15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 18: 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) 19: 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) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: 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) 22: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 26: 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) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 23: 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). 27: 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. 28: 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) 29: 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) 30: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 31: 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. 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: 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 0406 SUSPENDED CEILING CITY OF TUKh A Community Development Department • Public Works Department • Permit Center 6300 Southeenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tul(wi]aWA.Qov Building Pernut No. 'bts- - 0z Project No. r Date Application Accepted: Date Application Expires: use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No... 092304-9068 Site Address: 3325 South 116th Street Tenant Name: RPI Digital Printing PROPERTY OWNER RREEF America REIT II Corp. MMMM7 Washington Name: C/O CBRE / Asset Services, Amber Stratton Address: 20415 72nd Ave S., Suite 210 City: Seattle State: Wa Zip: 98101 CONTACT PERSON — person receiving all project communication Name: Royce Berg, LPN Architects Address: 3011 80th Ave Se City: Mercer Island State: Wa Zip: 98040 Phone: (206) 230-6648 Fax: (206) 320-6647 [Email: royce@lpnarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: Carroll Construction, Inc./Kelly Carrol Address: P.O. Box 21 City: Mercer Island State: Wa Zip: 98040 Phone: (206) 818-9556 Fax: Contr Reg No.: CARROCIO55LO Exp Date: 07/14/2017 Tukwila Business License No.: pending Suite Number: New Tenant: Floor: I ❑ .....Yes P ®..No ARCHITECT OF RECORD Company Name: LPN Architecture and Planners Architect Name: Royce A. Berg Address: 3011 80th Ave Se City: Mercer Island State: Wa Zip: 98040 Phone: (206) 230-6648 Fax: (206) 320-6647 L!E royce@lpnarchitects.com ENGINEER OF RECORD Company Name: 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: Cash by Tenant - RPI Address: City: State: Zip: H:\AppIicationsTorms-Applications On Line\201 I AppI icationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page 1 44 bit BUILDING PERMIT INFORMATIOl 06-431-3670 Valuation of Project (contractor's bid price): $ 30,051 Existing Building Valuation: Describe the scope of work (please provide detailed information): 7,231,200 Remove existing offices, open up existing wall for expanded production printing area. 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 48,476 815 III-B B, F, S Mezzanine 2,981 III-B B 3`d 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: 120 Compact: 0 Handicap: 6 Will there be a change in use? El ....... Yes Z....... No If "yes", FIRE PROTECTION/HAZARDOUS MATERIALS: © ....... Sprinklers a ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes 0 .......No If "yes, attach list of materials and storage locations on a separate 8-112 " x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. li:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.doex Revised: August 2011 Page 2 of 4 bl, 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 OWNER OR A Signature: Print Name: Royce A. Berg, LPN Date: Day Telephone: (206) 230-6648 Mailing Address: 3011 80th Ave SE Mercer Island WA 98040 City State Zip tlAAppl icat ionsWonns-Applications On Line\201 I App licit ionAPennit Application Revised - 3-9-1 Ldocs Revised: August 2011 Page 4 of 4 bh Date Paid: Wednesday, November 18, 2015 Paid By: RPI DIGITAL PRINTING Pay Method: CHECK 032984 Printed: Wednesday, November 18, 2015 12:51 1 of 1 Alm PM DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,181.24 D15-0243 Address: 3325 S 116TH ST BLDG 2 Apn: 0923049068 $1,181.24 DEVELOPMENT $1,146.63 PERMIT FEE R000.322.100.00.00 0.00 $692.20 PLAN CHECK FEE R000.345.830.00.00 0.00 $449.93 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $34.61 TECHNOLOGY FEE TOTAL FEES PAID' R6216 R000.322.900.04.00 0.00 $34.61 $1,181.24 Date Paid: Tuesday, September 22, 2015 Paid By: REISCHLING PRESS INC Pay Method: CHECK 032562 Printed: Tuesday, September 22, 2015 1:55 PM 1 of 1 OCRWSYSiEMS M INSPECTION RECORD 310ty-6�76Retain 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 Ln�pectio�: t X F( �r iDate-Called'. � Address: Sa , (6 Special. Instructions: Date Wanted:/ a.m. —7 (6 p.m. Re est CUO C9dt ol PhonNo, (3 jInspector: Iuate: Y _ 7 _/ ❑ 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 Pr �ft Type ��nspectio Ce(r t`(/ t Addresses f� 9(dm D�/tc�e Call d: Special Instructions: A-44 Date Wanted- a.m. 0 , lam( •- �� p.m. Re uester: Phone No: (Inspector: 4/ r IDate 10 — > R I�— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. NOW INSPECTION RECORD Retain a copy with permit �3 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 Pr t Type of Inspection( Address: 3 jy_jC),Ili - Date Called: Special Instructions: Date Wanted: a.m. i 0- 1✓�,�� _ p.m. ue_ster: c, zf . C��r Lone i� 0 9c 1N37 r d _ b ❑ Approved per applicable codes. LJ Corrections required prior to approval. El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD DlS`- 02-`(2 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: T � Type of Inspectior: / Address: � Contact Person: Suite #: 40 Special Instructions: Phone No.: r Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: � S Date: 1/13y,l Hrs.: /, U $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Bming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 BTL 4'r J4L�L E EN(11FXLT1:111\G ° 17924 — 1401h Avenue NE, Suite 220 Woodinville, WA 98072 Phone: (425) 814-8448 Fax: (425) 821-2120 Structural Calculations For RPI Dipitai Printing 3325 South 116ffi Street Tukwila, WA September 9th, 2015 REVIEWED FOR CODE CQMPLIANCE APPROVED OCT 0 7 2015 City of Tukwila BUILDING 0IV{SC6tvl 10,76 15 RECEIVED CITY OF TUKWILA 01 SEP 2 2 2015 PERMIT CENTER t)ls-� zy3 Project• Designed By: Project Number: Client Date: scaler Page: 4�— 1 HEAFEG. Free( Stud Manufari d.; [a. Structural (S) Stud Section Properties �� 'd�hE •,51oc�_ '�'�jsg4 r�,. � 7td :pren 4� ��, �d9aa"V'a:t,�+fo6, barF{'�iaE'..� Mn .,7Co �.Ao, 8005137 33' 0.0346 0.36E 1.32 3.198 0.799 2,873 0.073 D.435 3,198 D.663 13.16 455 4.335 0.165 0.948 -0.709 2.991 0.944 BOOS137-43 0.0451 0.503 1.71 4.134' 1,033 2.866 0.093 0.430 4.134 1.033 20.42 1008 4.000 0.341 1.202 -0.700 2.981 0'945 800$137-54 0.0566 0.627 2.13 5.110 1277 2,655 0.112 0.423 5.110 1.277 28.89 2006 4.000 5.110 1.249 37,38 2006 4.032 0,670 1.460 -0.691 2.967 0.946 BDOS137-68 0.0713 0.782 2,66 6.303 1.576 2.839 0.134 0.414 6.303 1.576 36.74 4048 4.000 6.303 1.573 54.40 4048 4.003 1.325 1.762 -0.680 2.948 0.947 BODS137-97 0.1D17 1.093 3.72 5.597 2.149 2.805 0,169 0.394 8.597 2.149 53.09 9037 4.000 8.597 2.149 76.22 11124 4.000 3.767 2.295 -0.65B 2.90E 0.949 8DOS162-33' 0.046 DAIS 1.41 3.582 0.895 2,943 01126 0.550 3.582 0757 14M 455 430B 0.165 16 55 -0.951 3.142 0.906 8=162.43 D.0451 0.537 1.63 4.633 1.158 2.937 6.160 0.546 4.633 1.158 1D06 4000 0.364 2.055 -0.941 3.132 6.910 BODS162.54 0.0566 OA70 2.28 5.736 1.434 2.927 0.194 0.539 6.736 1.434 2006 4 000 5.735 1.397 41.84 2DO6 4.039 0,718 2.569 -0.932 3.119 0.911 8009162.68 0.0713 0,636 2.84 7.089 1.772 2,913 0.235 0.530 7ON 1.772 4041 4048 40M TOM 1.757 59.57 404B 4.013 1,416 3.047 -0.921 3.101 0.912 MM162-97 0.1017 1.169 3.98 9.713 Z428 2.883 04D6 0.510 9.713 2.428 58.27 W37 4 000 9.713 2.426 86.14 11124 4.000 4.030 4,023 -0.699 3.062 0.914 B0052DD-33' 0.0346 0.448 1.52 4.096 1A24 3,023 0.227 0.712 4.096 0.812 16.D4 455 4.410 0.179 2.945 -1.306 3.369 0.850 ODDS200.43 0.0451 0.552 1,98 5.302 1.325 3.018 0,292 0.708 5.302 1.293 25.54 1ODS 4.038 0.395 3.763 -1.295 3.359 0.851 BOOS20D-54 0.0566 0726 2.47 6.573 1A43 3.DO9 0.357 0.701 6.573 1.643 35.7,5 2006 4.000 6.573 1.475 44.15 2006 4.168 0.775 4.612 -1.286 3.346 4852 BODS200-68 0.0713 0.907 3.09 8.14D 2,035 2.90 0.435 0.692 8.140 2.035 46.29 4D48 4.000 6.140 1.964 6521 4048 4.055 1.537 5.631 -1.275 3,329 0.653 BODS200-97 0.1017 1.271 4.32 11,203 2.801 2.969 0.576 0.673 11,203 2.801 65.12 9037 4.000 11.203 2.B01 96.63 11124 4.ODO 4.381 7.524 -1.253 3292 0.855 800SM-43 0.0451 0.627 2,13 6.016 1.5WF 3.097 0,500 0,89& 6,016 1.313 2695 100E 4 219 0.425 6A20 -1.685 3.641 0,783 BOM W-54 0.0566 0.783 2.66 7.465 1 AN 3.08E 0.614 0.886 7.465 1.712 3382 2DO6 4134 7 378 1.525 45.66 20M 4.323 0,636 7.769 -1.686 3.628 0.764 OW9250-M 0,0713 0.976 3.33 9.261 2.315 3,077 0.752 0.877 9261 2140 4426 4048 4.053 9261 20M 5996 4048 4219 , 1.658 9.526 -1:674 3,611 0.765_ 800S250-97 0.1017 1.372 .4.67 12.789 3.197 3.053 1.009 0.89 12.789 3.190 72.06 9037 4.004 12 789 3 053 102 70 11124 4.073 4.731 12.838 -t:652 3.576 0.767 10DOS162.43' 0,0461 0.627 2.13 8.025 1.605 3.577 0.168 O.SJS B.025 1.414 27,64., 80 5292 0.425 3.404 -0.836 3.709 0.949 1000S162-54 0.0566 0.703 2.66 9.950 1.990 3.565 0.204 0.511 9.950 1.990 39.32 1 3 5.00D 9.950 1.712 51.26 1593 5.332 0,636 4,160 -0.827 3.696 0.950 1DODS162-68 0.0713 0.278 3.33 12.325 2AS5 3.650 0.246 0.502 12.325 2.465 56.20 3209 5.000 12.325 2.465 73.80 3209 5.000 1,658 5.060 -0.817 3.677 0.951 10DOS162-27 0.1017 1.372 4.67 16.967 3.393 3.516 0,320 0.483 16.967 3.393 81.43 9037 5.0DO 16.957 3.393 120.37 9461 S.ODO 4.731 6.708 -0.795 3,637 0.952 10DOS2DD-43' 0.0451 0.672 2.29 9.085 14817 3,676 0.309 0.677 8085 1.SBD 3123 802 6319 0,456 6.189 -1162 3.914 0.012 1000S2DD-54 0.050 0139 2.06 11.278 2.256 3.666 0,376 0.671 11.278 2.256 44.57 1593 5 DOO 11.278 1.BD5 54.04 1593 5.478 0.896 7,595 -1.153 3.901 0.913 1D00S2DMO 0.0713 1,050 3.67 13.994 2.790 3.662 0.46.0 0.662 13:MW 2 799 6226 32M 5,000 13.994 2,744 821S 3209 5.037 1179 9.281 -1.142 3.883 0.913 10ODS200-97 OJ017 1.474 5.02 19.336 3.867 3.622 am 0.643 19.336 3 867 &q.92 9037 5 0oo 19.339 3.867 133A2 9461 5.000 5.082 12.460 -1.120 3.845 0.915 10008250.43' 0.0451 0.717 2.44 10.2D3 2.041 3.771 •0.531 DAM 10.203 1.617 31.95 802 5.608 OASS 10404 -1.S35 4,161 O.B64 1000S250-54 0.0566 0,896 3.05 12.677 2.535 3,762 0.653 0.854 12.677 2.277 44.99 1593 5.213 12.660 1.879 6626 1593 5.635 0.957 128D5 -1.525 4.148 DAM 1000S250.68 0,0713 1.121 3,81 15.751 3.150 3.749 0.799 0.844 15.751 3.054 60.34 3209 5.060 15.751 2.670 79.94 3209 6.317 1.899 16.726 -1.514 4.130 0.865 1DWS250-97 0.1017 1.576 5.36 21.827 4.365 3.722 1.072 0.825 21.627 4.356 98.40 9037 5.004 21.827 4.181 140,63 0461 5,082 5.433 21.268 -1.491 4.093 O.B67 120DS162-54' 0.0566 0.8% 3,05 15.730 2,622 4.1Do 0212 0.486 15.73D 2.334 46,11 1321 6.311 15.73D 2424 60.60 1321 6.695 0.957 6.293 -0.744 4283 0.970 12WS162-N 0.0713 1.121 3.81 19.618 3.253 4.173 0,255 0.477 19.518 3.253 6418 2658 6,DDD 19.518 2.953 BBA1 2658 6257 1.899 7.656 -0.734 4264 0.970 12005762-97 0.1017 1.576 5.36 26.966 4.494 4.137 0.331 6.459 26.956 AA94 IOUs 7814 6.000 28.966 4.494 159.42 7814 fi_000 5.433 10,187.-0.713 4.223 0.971 12OOS200-54' 0.0566 0.953 3.24 17,662 2.944 4.305 0.393 0.643 17.662 2.65E 52.52 1321 6.281 17.662 2.143 64.17 1321 6.836 1.017 11.462 %47 4.478 0.945 12DOS20MB 0.0713 1.192 4.06 21.947 3.558 4.291 0,479 0.634 21.947 3.658 81.40 2658 6.000 21.947 3,265 97.75 2658 6.300 2.020 14.038 4,036 4.459 aw 1200SZDO-97 0.1017 11.677 5.71 30.417 5.059 4.258 0.635 0,615 30.417 5.069 117.87 7814 6.000 30.4t7 5.069 174.89 7814 6.000 5.783 10.876 -1.014 4.420 0,947 12DDS250-54' 0.0566 1.009 3A3 19.681 3.280 4.416 0.653 0,823 19,6B1 2.679 52.94 1321 6.521. 19.661 2.730 67.01 1321 6.995 1.078 19.354 -1.395 4.704 0.912 12DOS250-M 0,0713 1.263 4.30 24A84 4.081 4.402 0,836 0.813 24.484 3.863 78.31 2658 6.065 VAR 3.147 94.22 2658 6,643 2.141 23,796 A.384 4,686 0.913 120DS250.97 D.1017 1.779 6.05 34.016 5.669 4.373 1.121 0.794 34.016 5.65E 127.60 7814 9.D04 34.016 5.446 183.15 7814 6.088 16,134 32.250 -1.361 4.648 0.914 '6;t K 1 1 Web -height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. See Section Property Table Notes on page 6. C�2 ENGINEERING Project: Project Number: Client: 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 Fax: 425-821-2120 Designed By Date: rt, Scale: Page: _ / •• 1IV 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072 "36 PrOj eCt: Designed By: Date: Project Number: Client Scale: Page: 6 ^ Iq r Section Gouge Weld Size (in) Fy (ksi) Fu (ksi) Allowable Load (lb/in) 18 0.0451 33 45 304 16 0.0566 33 45 382 14 0.0713 33 45 481 16 0.0566 50 65 509 14 0.0713 50 65 642 12 0.1017 50 65 915 IN STONE AGGREGATE CONCRETE Shank Minimum Type Of Allowable Load Concrete Strength (psi) Dia. Penetration Loading 2000 3000 4000 Shear — 150 200 0.136' 1 1/B' Pullout — 125 180 Shear 235/2264 220 205 0.145 1 7/32" Pullout 115 140 165 IN STRUCTURAL STEEL'' Shank Diameter Section Fy Type Of 0.145" 0.177" Structural Steel Thickness Gauge (ksi) Loading 1/4" 3/B 1/2' 1/4 3/9' 1/2" Shear 226 226 226 276 276 276 20 33 Pullout 210 210 210 3051 3051 3051 Shear 294 1 294 294 359 359 359 18 33 Pullout 210 210 210 335 1 395 395 16 33 Shear i3Mil 369 369 451 451 451 Pullout 210 210 210 335 395 395 Shear 465 465 465 568 568 568 14 33 Pullout 210 210 210 1 335 395 395 16 50 Shear 5304 5304 5304 651 651 651 Pullout 210 210 210 335 395 395 Shear 5304 5304 5304 7904 8104 8104 14 50 Pullout 210 210 210 335 395 395 Shear 5304 5304 5304 7904 8104 8104 12 50 Pullout 120 210 210 335 395 395 Notes: 1. Fy = The minimum yield stress of the connected parts Fu = The minimum tensile strength of the connected parts 2. When connecting materials of different thicknesses or tensile strengths, use the lower of the tabulated loads. 3. Welds may be positioned so they are subject to either shear or tensile stress. 4. Applied loads may be multiplied by 0.75 for wind or seismic loads per AISI A4.4, 5. Weld values are based on Section E2 of the AISI Code and AWS D1.3. 6. Weld values are for E60XX electrodes. 7. Weld values are 50% stress values. Twice the tabulated values may be used if special inspection per U.B.C. Section 306 is provided. Notes: 1. Minimum fastener spacing: 4" Q.C.; Minimum Edge Dist. 3" 2. Values may NOT be increased for wind or seismic loads 3. Listed values per Hilti/ICB0 Report No. 2388 4. Lower value applies to L.V.F.'s in 20go steel only and is controlled by allowable bearing stress Min. Fastener Min. Edge Spacing: 4 �) Distance: Min. Edg Min. Fastener Distance: 0 Spacing: 15 Notes: 1. Full diameter of shank must be driven to penetrate structural steel member 2. Minimum fastener spacing: 1.5" O.C.; Minimum edge distance: 0.5" 3. Values may NOT be increased for wind or seismic loads 4. Noted shear values based on Hilti/ICBO Report No. 2388. All other shear values based on ollowoble bearing capacity of the gouge steel 5. Noted pullout values based on pull —over of the gouge steel. All other pullout values based on Hilti/ICBO Report No. 2388. C BUGLE HEAD - SELF DRILLING For drywall attachment to metal studs and joists. Also used for attaching cabinets through gypsum board and insulation board. Metal thickness — 20, 18 16 and 14 gouge. BUGLE HEAD For drywall attachment to metal studs and joists. Also used for attaching cabinets through gypsum board and insulation board. Metal thickness — 25 and 20 gouge. WAFER HEAD - SELF DRILLING For metal to metal framing connections when drywall, plywood and other similar wall materials are used on metal studs and joists. Metal thickness — 20, 18, 16 and 14 gauge. WAFER HEAD For metal to metal framing connections when drywall, plywood and low other similar wall materials are used on metal studs and joists. Metal thickness — 25 and 20 gouge. HEX HEAD - SELF DRILLING For attaching steel deck, backup plates, door frames, lathers channel to metal framing and structural connections. Metal thickness — 20, 18, 16 and 14 gouge. PAN HEAD - SELF DRILLING � r6,For attaching steel deck, backup plates, door frames, lathers channel l8�"'�� to metal framing and structural connections. Metal thickness — 18, 16 and 14 gouge. Screw Size :Gauge No. 12 (d=0.209') No. 10 (d=0.183") No. 8 (d=0.161") No. 6 (d=0.13T) ction Shear Pullout Shear Pullout Shear Pullout Shear Pullout 25 74 50 69 44 65 39 60 32 20 185 92 173 81 163 71 149 60 18 276 120 258 105 20- 93 222 78 16 387 151 363 132 341 116 N/A N/A 14 548 190 513 166 N/A N/A N/A N/A Min. Edge Dist. And 11/16' O.C. Spacing Notes: 1. All values based on connected parts having a minimum yield stress, Fy=33 ksi and a minimum ultimate stress, Fu=45 ksi. 2. When connecting materials of different gauge thickness, use loads shown for the lighter gouge. 3. Applied shear loads may be multiplied by 0.75 for wind or earthquake loads per AISI A4.4. 4. For screws in tension, the head of the screw, or washer if provided, shall have a minimum diameter of 5/16 inch. 6-ro Interior • • Summary LTG -SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address RPI Digital Printing Date 9/22/2015 Compliance 3325 South 116th Street For Building Department Use Tukwila, Wa. forms do not require a password to Applicant Name: LPN Architects / Royce A. Berg AIA Applicant Address: 3011 80th Ave SE, Mercer Island, Wa. 98040IV use. Instructional and Applicant Phone: PP 206-230-6648 Project Description ❑ New Building ❑ Addition Alteration ❑ Plans Included Lighting Compliance Path Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Lighting Power Allowance 0 Building Area Method Space -By -Space Method Method Selection reauired to enable LPA forms Interior Lighting System ODE COMPLIm Description T APPOtOVED Briefly describe lighting OCT 07 2015 system type and features. , Additions and Change of Space Use (C101.4.3 & C101.4.4)Rl III ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) ❑ 60% or more of luminaires in space replaced Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. ❑ Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG-INT-SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. ❑ Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.1 . ❑ No changes are being made to the interior lighting and space use not changed. CITY OF TUKWILA SEP z 2 2015 PERMIT CENTER Interior • • Space -By -Space LTG-INT-SPACE 2012 Washington State Enerav Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address RPI Digital Printing Date 9/22/2015 Lighting Alterations, Renovations & Building Additions For Building Department Use O Less than 60% O 60% or more O Stand alone O Addition fixtures replaced fixtures replaced bldg. addition combined w/exist Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. Maximum Allowed Lighting Wattage Location (plan #, room #) Space Type* Allowed Watts per ft2 Gross Interior Area in ft2 Wafts Allowed (watts/ft2 x area) Atrium** Enter Height: Existing Lighting Enter Exist. Watts: Retail Display Allowance from LTG-INT-DISPLAY * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 Wfft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Area Allowed Watts Total Location (plan #, room #) Fixture Description*** Number of Fixtures Watts/ Fixture Watts Proposed Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watt *** Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: Ae- 1. Include ALL proposed lighting fixtures. 2. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 3. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 5. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description IInterior Lighting Power Allowance Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK� 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address RPI Digital Printing Date 9/22/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS (Section C405.2) Indicate on plans the manual control type & locations served; Yes C405.2.1.1 C405.2.1.2 Manual interior lighting controls Indicate of plans the 50% lighting load reduction method Bid Design provided or identify exception taken Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; NA C405.2.2.1 Automatic time switch controls and Indicate locations of override switches on plans and the areas override switching served, include area sq_ ft.; Indicate locations where automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors Bid. Design Daylight zones - Indicate vertical fenestration primary and secondary daylight Bid Design Yes C405.2.2.3 Vertical fenestration zone areas on plans, include sq. ft.; and skylights Indicate skylight daylight zone areas on plans, include sq. ft. Indicate on plans the locations served by daylight zone Bid Design Yes C405.2.2.3.2 Daylight zone controls; controls Indicate in plans the lighting load reduction (dimming) method - stepped or continuous dimming Specific application Indicate on plans the locations served by specific application Yes C405.2.3 lighting controls - lighting controls Bid Design General Indicate lighting control method for display and accent lighting, and display case lighting; NA C405.2.3 - Items 1&2 Display and accent lighting Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space C405.2.3 - Hotel/motel guest Provide a lighting control device at each guest room entry for all NA Item 3 permanently installed fixtures in guest room, - rooms Indicated whether lighting control is manual or automatic C405.2.3 - Supplemental task Provide automatic shut-off vacancy controls for supplemental NA Item 4 lighting task lighting, including under -shelf or under -cabinet lighting Identify eligible non -visual applications and method of lighting control; NA C405.2.3 - Item 5 Lighting for non - visual applications Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space Indicate lighting control method for lighting equipment for sale C405.2.3 - Lighting equipment or demonstration; NA Item 6 for sale or Indicate these fixtures are controlled independently from both demonstration general area lighting and other lighting applications within the same space If egress lighting power density is greater than 0.05W/ft2, C405.2.3 - Means of egress indicate method of automatic shut-off during unoccupied Bid Design Yes Item 7 lighting periods; Identify on plans the egress fixtures that function as both normal and emergency means of egress illumination C40510 Cooler and freezer Provide vacancy device or timer to turn off fixtures within 15 NA . C405.11 lighting minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per watt NA C405.2.4 Exterior lighting Indicate on exterior lighting plans the automatic lighting control controls method and locations served Exterior building Provide motion sensor controls for building grounds fixtures NA C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60 controls lumens, or identify exception taken Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; NA C408.3 Lighting system Provide written procedures for functional testing of all automatic functional testing controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address RPI Digital Printing Date 9/22/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes INTERIOR LIGHTING POWER & EFFICACY Sections C405.5, C405.10, C405.11 Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; C405.5.1 Identify spaces eligible for lighting power exemption on plans C405.5.1.1 Total connected and in compliance forms; Bid Design Yes C405.5.1.2 C405.5.1.3 interior lighting power -- - - - - Identify lighting equipment eligible for exemption in fixture C405.5.1.4 schedule and in compliance forms; - -- Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently Yes C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture Bid Design schedule (maximum 5 watts per fixture) C405.10 Cooler and freezer For lighting in walk-in coolers and freezers, and refrigerated NA warehouse coolers and freezers, provide rated lamp efficacy (in C405.11 lighting lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken Complete required compliance forms — proposed wattage per NA C405.5.2 Building Area Method building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Complete required compliance forms — total proposed wattage Yes C405.5.2 Space -By -Space does not exceed maximum allowed wattage. Identify locations Bid Design Method of space types on plans, including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY Section C405.6 Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; NA C405.6.2 Total connected exterior lighting Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; power Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting NA Table Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.6.2(1) Exterior building For building grounds fixtures rated at greater than 100 watts, NA C405.6.1 grounds lighting provide rated lamp efficacy (in lumens per watt) in fixture schedule Exterior lighting Complete required compliance form — proposed wattage for NA C405.6.2 power calculations exterior lighting plus base site allowed does not exceed maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) NA C405.8 Electric Motors For motors not part of an HVAC system, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency NA C405.9 Transformers Provide distribution transformer schedule on electrical plans with transformer size and efficiency If "no" is selected for any question, provide explanation: City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 4/1/2016 ROYCE BERG 3011 80TH ST SE MERCER ISLAND, WA 98040 RE: Permit No. D 15-0243 RPI DIGITAL PRINTING 3355 S 120 PL Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/28/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/28/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D15-0243 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0243 DATE: 10/20/15 PROJECT NAME: RPI DIGITAL PRINTING SITE ADDRESS: 3325 S 116TH ST Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: ,AT 11-1�= rSr Building tision Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: AiA 9k III Fire Prevention 01 Planning Division ❑ Structural ❑ Permit Coordinator DATE: 10/20/15 Structural Review Required ❑ DATE: DUE DATE: 11/17/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0243 PROJECT NAME: RPI DIGITAL PRINTING SITE ADDRESS: 3325 S 116 ST DATE: 09/22/15 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Al- tA A�-sk �Wc V� 9A- 1�j Building Division Fre Prevention Planning Division N WH-f T �uoblic Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 09/24/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/22/15 Approved 0 Corrections Required ❑ (corrections entered in Reviews) Notation: Approved with Conditions Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1211812013 PROJECT NAME: P 1 SITE ADDRESS: PERMIT NO:DIV ORIGINAL ISSUE DATE: 1 REVISION LOG REVISION- _PALS. M WE lI F, Aeceived by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: h=://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10/ 16/2015 Plan Check/Permit Number: D15-0243 Response to Incomplete Letter # Response to Correction Letter # ✓ Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: RPI Digital Printing Project Address: 3325 South 116th St. Contact Person: Royce Berg LPN Architects Phone Number: (206) 230-6648 Summary of Revision: 1. Revise detail for 4x4 steel column per existing condition, see detail 10, sheet T-3. 2. Revise detail for new post bracing for missing studs in wall, see detail 6, sheet T-3. 3. Open up interior wall section to use existing old opening, see detail 9, sheet T-3 Sheet Number(s): T-3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on royce@lpnarchitects.com 0MAIT d"EFNTIER H:\Applications\Forms-Applications On Line\2010 Applications\?-2010 -Revision Submittal.doc Revised: May 2011 CARROLL CONSTRUCTION INC Page 1 of 2 Home Inicio en Espanol Contact. Safety Washington State Department of Labor & Industries CARROLL CONSTRUCTION INC Owner or tradesperson Principals CARROLL, KELLY J Doing business as CARROLL CONSTRUCTION INC WA UBI No. 601 637 832 License Search L&I�! 9 " A-G Index Help Nly Secure L&I Claims & Insurance Workplace Rights Trades & Licensing P.O. Box 21 MERCER ISLAND, WA98040 206-232-8040 KING County Business type Corporation Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. CARROCI055LO Effective — expiration 06/20/1995— 07/14/2017 Bond ................. DEVELOPERS SURETY & INDEMNITY $12,000.00 Bond account no. 188965C Received by L&I Effective date 05/30/2002 05/15/2002 Expiration date Until Canceled Insurance ........................... West American Ins Co $1,000,000.00 Policy no. BKW52958436 Received by L&I Effective date 04/22/2015 06/01/2015 Expiration date 06/01/2016 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 ................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601637832&LIC=CARROCIO55LO&SAW= 10/14/2015 0 3 A ri ROYCE A. BERG, PRINCIPAL 3011 80TH AVE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230-6648 FAX 230-6647 2659 STATE OF WASH NO DESCRIPTION DATE PROGRESS SET 9-10-15 PERMIT SET 9-22-15 PERMIT ISSUED 10-14-15 1 REVISIONS 10-15-15 'DATA CONTAINED ON THESE PLANS OR ELECTRONIC FILES ARE PART OF THE CONSULTANT'S INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE CONSULTANT. SUCH DATA SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE CONSTRUCTION OF THE REFERENCED PROJECT. ANY OTHER USE, REUSE OR MODIFICATION OF THE FILES WITHOUT THE CONSULTANT'S PRIOR WRITTEN CONSENT, WILL BE AT THE RECIPIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE CONSULTANT.' ENLARGED PLAN, ELEVATIONS, SECTIONS 8 DETAILS 14005/T-3.dwg P.: 14005 1 SHEET NO: V1 d4'�3;,}'3�' WN : SAM CHECK: RAB Q ul (U r, L0 (U (U (U m LO A THE FOLLOWING BID DESIGNS AND DEFERRED SUBMITTALS ARE TAX ACCOUNT NO. 092304-9068 2' X 4' LIGHT FIXTURE SECTION OR DETAIL NUMBERS A.C.T. ACOUSTICAL CEILING TILE INSUL. INSULATION REQUIRED FOR PERMITS AND APPROVALS FROM THE BUILDING A.F.F. ABOVE FINISHED FLOOR INT. INTERIOR LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 90-2-SS RECORDING NO > DETAIL - SECTION OR TARGET ALUM. ALUMINUM OFFICIAL OR THE AUTHORITY HAVING JURISDICTION. NO WORK E 2 X 4 NIGHT LIGHT FIXTURE ASPH. ASPHALT ANOD. ANODIZED JT. JOINT SHALL BE STARTED PRIOR TO THE APPROVAL OF THE BUILDING 9003121482 SD SHORT PLAT DAF - POR OF GOV LOT 3 & OF SE 1 /4 T-� DRAWING WHERE SECTION OR DETAIL IS DRAWN BD. BOARD JST. JOIST OFFICIAL OR THE AUTHORITY HAVING JURISDICTION. COPIES SHALL OF NE 1/4 OF SEC 09-23-04 TGW POR OF GOV LOT 6 & OF SW 1/4 ED 2 X 2 LIGHT FIXTURE BE FORWARDED TO THE ARCHITECT AND COORDINATION OF THE OF NW 1 /4 OF SECTION 10-23-04 - BAAP 70 FT RGT OF ENGR STA H BLDG. BUILDING LAY. T LAVATORY BLK'G BLOCKING DISCIPLINES SHALL BE THROUGH THE GENERAL CONTRACTOR. 556+57.3 BEING A PT ON NELY MGN SHEET 1 OF 7 FOR R/W SR 99 S�g� TRACK LIGHTING T-o PARTIAL OR FULL SECTION BM. BEAM MAX MAXIMUM 118TH ST TO JUNCTION SSH NO 1-K APPROVED JULY 23, 1957 SD PT B.U.R. BUILT UP ROOFING MECH. MECHANICAL O RECESSED DOWNLIGHT � BEING PT OF TANGENCY OF CURVE THRU POINT BEARING N 42-02-03 E WALL OR DETAIL ELEVATION MFR. MANUFACTURER SEPARATE PERMIT DESIGNER f PHONE: CENTER LINE /748.51 FT TH SELY ALG SD MGN & SAID CURVE THRU C/A OF 04-26-56 O> RECESSED DIRECTIONAL DOWNLIGHT T-0 CLG. CEILING MIN. MINIMUM ARC DISTANCE OF 58.12 FT TH N 41-57-30 E 499.81 FT TH N 1 CLSR. CLOSER MCOLUMN MTL MIXTURE 1. ELECTRICAL WORK & LIGHTING TO BE SELECTED 15-27-21 E 75.56 FT TO POB TH S 74-32-39 E 212.89 FT TH S O PENDANT LIGHT COL CONCRETE INTERIOR FINISHED WALL ELEVATIONS N.I.C. NOT IN CONTRACT 78-39-54 E 128.28 FT TH S 81-20-44 E 447.24 FT TAP OF CURVE STRIP LIGHTING 4 0 2 CONST. CONSTRUCTION No CONT. CONTINUOUS (#) NUMBER 2. HEATING VENTILATING & TO BE SELECTED CONCAVE TO N TH ELY ALG SD CURVE RAD OF 170 FT THRU C/A OF N.T.S. NOT TO SCALE AIR CONDITIONING DESIGN 15-51-28 ARC DIST OF 47.05 FT TH N 82-47-48 E 101.13 FT TO WLY ® CEILING DIFFUSER 3 D/F. DRINKING FOUNTAIN MGN OF POR OF SECTION 9 CONDEMNED IN SUPERIOR COURT CAUSE NO DIA.(0) DIAMETER O.C. ON CENTER EXHAUST REGISTER O OFF. OFFICE 3. PLUMBING DESIGN N.A. 646697 TH S 07-08-23 E 544.81 FT ALONG WESTERLY MARGIN TO A LN Z KEYNOTE DIM. DIMENSION DR. 000R O.F.L. OVERFLOW LEADER 60 FT N OF & PLW ENGR B-LINE AS SHOWN ON SHEET 1 OF 7 FOR R/W DET. DETAIL O.P. OPERABLE SR 99 SOUTH 118TH ST TO JUNCTION SSH 1-K APPROVED JULY 23, 1957 EF EXHAUST FAN DOOR NUMBER D.S. DOWNSPOUT OPEN. OPENING 4. FIRE WATER SPRINKLER DTL DRAWING N.A. TH N 88-10-42 W 630.87 FT TAP 60 FT RGT OF ENGR STAB 548+00 R PLATE SYSTEM DESIGN SAID R/W PLANS TH N 79-41-19 W 359.21 FT TAP 70 FT RGT OF ENGR o SPRINKLER HEAD 0 EXISTING DOOR EXH FH EXHAUST FAN P.L. PROPERTY LINE E.I.F.S. EXT. INSUL FINISH SYSTEM ATE STA H 551 +64.4 SD PT ALSO BEING PT OF CUVE CONCAVE TO NORTH RAD ® EXIT SIGN OE EXISTING RECITE EFHTw EXISTING FULL HEIGHT WALL PLYWD. PLYWOOD 5. FIRE ALARM SYSTEM DESIGN N.A. PT BEARING N 10-18-41 E 748.51 FT TH NWLY ALG SD CURVE THRU ELEC. ELECTRICAL PPANEL P&P PATCH AND PAINT C/A OF 30-03-04 ARC DISTANCE OF 392.59 FT TH N 41-57-30 E = E DUPLEX OUTLET AT 15 A.F.F ELEV. ELEVATION PTN. PARTITION - - GRID LINES - COLUMN ENG. ENGINEER 499.81 FT TH N 15-27-21 E 75.56 FT TO POB *E FOURPLEX OUTLET AT 15" A.F.F EQ. EQUAL R.B. RUBBER BASE EQUIP. EQUIPMENT R.D. ROOF DRAIN IOW DEDICATED DUPLEX OUTLET AT 15" A.F.F 101 ROOM NUMBER E.W. EYE WASH REC. RECESSED SEPAR TE SUBMITTAL 10 LEGAL DESCRIPTION 7 E.W.C. ELECTRIC WATER COOLER I#' DEDICATED FOURPLEX OUTLET AT 15" A.F.F . RECEPTACLE EXIST. EXISTING RECPT REFLECTED EXISTING WALL TO REMAIN EXT. EXTERIOR RELIVE. REINFORCING :E:: FLOOR MOUNTED OUTLET R.L. RAIN LEADER in 5 42DUPLEX OUTLET AT 42" A.F.F FACR. FLOOR AR WISH RATIO RM. ROOM „ D EXISTING WALL TO BE REMOVED SDG. SIDING -® COMPUTER\DATA OUTLET AT 15 A.F.F F.D. FLOOR DRAIN SHT. SHEET F.D.C. FIRE DEPARTMENT CONNECTION S.F. SQUARE FEET FLOOR MOUNTED COMPUTER\DATA OUTLET FDN. FOUNDATION S.O.G. SLAB ON GRADE DATA/PHONE OUTLET STUD & DRYWALL W/ SOUND BATT INSULATION F.A. FIRE EXTINGUISHER SPEC. SPECIFICATION 362S125-18 ® 2'-0" O.C. WITH 3 1 2" F.B. FINISHED FLOOR ER CABINET STD. STANDARD Q DATA OUTLET / sTL STEEL SOUND BLANKET INSULATION & 5/8" GWB F.H. FIRE HYDRANT STRUCT. STRUCTURAL TELEPHONE AT 15 A.F.F FIN. FINISH ST&VN STAIN AND VARNISH COMM CM ® EACH SIDE UP TO CEILING. U.O.N. FL FLASHING FLOOR MOUNTED TELEPHONE E 6 PF� SITFILE Copy FFoc. FLOOR FACE OF CONCRETE T. TOILE TELEPHONE S „M ST LIGHT TOGGLE SWITCH AT 42" A.F.FD FOR: (�.. ��fj Z F.O.F. FACE OF FRAMING TEMP. TEMPERED 599 -�-3-WAY LIGHT TOGGLE SWITCH i o, ` IJ F.R.P. FIBER REINFORCED PLASTIC T.I. TENANT IMPROVEMANT anicai FT. FEET T.O.P. TOP OF PARAPET S „em TYPICAL SPACING FOR ADJ. WALL OUTLETS ricai Plan review approval is subject to errors and omissions, FIG• FOOTING T.W.C. TACKABLE WALL COVERING nTYP. TYPICAL S 16M Sr i p� bing Approval of I;onstruction doCuments does not auihoriZe � GAUGEiping tt �e violation of any adopted code or ordinance. Ript GFC.I. CROUND V. FAULT CIRCUIT INTERRUPTERU.O.N. UNLESS OTHERWISE NOTED 5 R RELOCATED ukwila of aPprov®d Field py conditions is acknortedg®d:cL ct�ass v.c.T. vlNn. coMPosmoN TILE 99 IVISION G.L.B. GLU-LAMINATED BEAM VENT. VENTILATE SITE N NEW By. �� G.W.B. GYPSUM WALL BOARD vERT. VERTICAL GYP. GYPSUM V.W.C. VINYL WALL COVERING E EXISTING Date: ` H.B. HOSE BIB W.C. WATER CLOSET VVV HCP. HANDICAPED W.COV. WALL COVERING 599 n City Of Tukwila HDWR. HARDWARE WD. WOOD NOTE: THE ABOVE SYMBOLS ARE USED ON 'T SHEETS, REF. HORIZ. HORIZONTAL WDW. WINDOW Nor4ni CONSULTANTS SYMBOLS FOR THEIR RESPECTIVE DWGS. BUILDING DIVISION H.P. HIGH POINT W.H. WATER HEATER H. HEIGHT W.R. WATER RESISTANT VICINITY MAP 8 SYMBOLS 4 ABBREVIATIONS 1 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO WASHINGTON STATE WAC CODE REFERENCE 2012 INTERNATIONAL BUILDING CODE (IBC) 51-50 ACCESSIBILITY REGULATIONS, THE 2012 INTERNATIONAL BUILDING, CODE WITH WASHINGTON STATE AMENDMENTS TENANT RPI DIGITAL PRINTING - s7_ s`E (IBC) MECHANICAL, AND ELECTRICAL CODES AND LOCAL CODES OR MOST CHAPTER 51-50 WAC (UBC 1988) 3325 SOUTH 116TH STREET 212 89' RECENTLY ADOPTED EDITION OR ADOPTED AMENDMENTS TD THE WASHINGTON " STATE ENERGY CODE. TUKWILA, WASHINGTON 98168 - s78.39 54 E 12s.28 BRYAN CONSTABLE OUTH 116TH STREET " / WASHINGTON 4 N 2. THE CONTRACTOR SHALL OBTAIN DESIGN BUILD PERMITS AND REQUIRED JURISDICTION TUKWILA, _ APPROVALS. N � `° °'• LAND USE ZONE MIC/L - (M-I) Z ^� ® ' o ^ 4. THE CON3. TYPICAL TRACTOR RSHALLLAPPLY WHERE ALL NO SPECIFIC DETAILS I NS,RE GI CONDITIONS (MANUFACTURING INDUSTRIAL CENTER LIGHT) OWNER RREEF AMERICA REIT II CORP. MMMM7 WASHINGTON IZ PRIOR TO CONSTRUCTION. SEISMIC DESIGN CATEGORY D VERIFY C/O CBRE / ASSET SERVICES ® ' 5. ALL DIMENSIONS ARE TO TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, CONSTRUCTION TYPE III B SPRNKLERED, ( UBC III-N) 20415 72ND AVE S. SUITE 210 ® ® ® N7432'39'W ELEVATIONS, SECTIONS, AND DETAILS. UNLIMITED AREA KENT, WASHINGTON 98032 ® 12.61' 6. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE BUILDING WITHOUT KEYS OR OCCUPANCY GROUP B, F, S (253) 398-9006 FAX (253) 872-9884 PER ALTA SURVEY / SPECIAL KNOWLEDGE. 7. OWNER AND CONTRACTOR TO DETERMINE EXTENT OF TENANT IMPROVEMENT OCCUPANCY LOAD EXISTING AMBER STRATTON WORK AS RELATED TO SHELL CONSTRUCTION WHERE NOT SPECIFICALLY OFFICE - B t 16,867 S.F. 1/100 = 168 OCC / DEFINED ON THE DRAWINGS. MANUFACTURING - F t 25,596 S.F. 1/100 = 256 OCC CONTRACTOR CARROLL CONSTRUCTION, INC. 8. WALLS ARE TO BE FIRESTOPPED PER IBC SECTION 718. WAREHOUSE - S f 9,264 S.F. 1/500 = 19 OCC. P.O. BOX 21 / BUILDING 4 9. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA #10. PROVIDE (1) 2A:1OB:C 443 TOTAL MERCER ISLAND, WASHINGTON 98040 3315 SOUTH 116TH ST. FIRE EXTINGUISHER PER 3,000 S.F. OR 75' TRAVEL DISTANCE. EXTINGUISHERS (206) 818 9556 ±37,100 SF HAVING A GROSS WEIGHT NOT EXCEEDING 40 POUNDS SHALL BE INSTALLED SO NUMBER OF FLOORS 1 + 2ND LEVEL OFFICE KELLY CARROLL / THAT THE TOP OF THE EXTINGUISHER IS NOT MORE THAN 60" (USE 48") BUILDING HEIGHT f 27'-0" HIGH ABOVE THE FLOOR, PER IBC 906.9.1 & 2002 NFPA #10, 1.5.10. SITE AREAf 253,524 S.F. (5.82 ACRES) ARCHITECT LPN ARCHITECTURE AND PLANNING 10. ALL INTERIOR WALL COVERING MATERIALS SHALL BE FIRE RESISTIVE OR SHALL BE TREATED TO BE FIRE RESISTIVE, TO MEET IBC CHAPTER 6 REQUIREMENTS. FOR 2 BUILDINGS 3011 80TH AVE. S.E. DELIVER CERTIFICATE TO THE LOCAL FIRE DEPARTMENT. MERCER ISLAND, WASHINGTON 98040 !� 11. ALL INTERIOR WALLS ATTACHED TO SUSPENDED CEILING SYSTEMS TO MEET THE REQUIREMENTS OF IBC SECTION 1604 & 1607. GROSS BUILDING AREA f 50,395 S.F. EXISTING (ROOF DRIP LINE) (206) 230-6648 FAX ( 206) 230-6647 4�# • FIRST FLOOR f 48,746 S.F. EXISTING ROYCE BERG RECEIVED xw 12. WALLS AND CEILINGS TO BE INDEPENDENTLY SUPPORTED, FOR SEISMIC CONDITIONS, IN BUILDINGS WHERE APPLICABLE. • SECOND FLOOR t 2,981 S.F. EXISTING CITY OF TUKWILA • 13. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS ARE TO BE FIRE .ySERVICE COURT SEP 2 2 2015 (3) GAS N �Z STOPPED PER IBC SECTION 714. • AREA OF WORK t 815 S.F. 3 METERS 14. PENETRATIONS IN FLOORS AND CEIUNGS REQUIRING PROTECTED OPENINGS ARE S' - ' TO BE FIRESTOPPED PER IBC SECTION 714. PARKING REQUIRED TUKWILA PERMIT CENTER 15. WOOD USED IN PERMANENT PARTITIONS OF NONCOMBUSTIBLE CONSTRUCTION / GAS P SHALL HAVE FIRE RETARDANT TREATMENT PER IBC SECTION 603.1. OFFICE f 16,867 SF 3/1000 = 51 STALLS METER f METER a 16. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO MANUFACTURING f 25,596 SF 1/1000 = 26 STALLS CONSULTANTS 2 / CONSTRUCTION. WAREHOUSE f 9,264 SF 1 /2000 = 5 STALLS 17. BID DESIGN WORK TO BE REVIEWED BY ARCHITECT PRIOR TO CONSTRUCTION. 18. SUBMIT AS -BUILT DRAWINGS FOR GENERAL CONSTRUCTION, PLUMBING, 82 TOTAL T-1 PROJECT DATA, VICINITY MAP, CODE DATA & SITE BUILDING 2 MECHANICAL, ELECTRICAL AND SPRINKLER TO ARCHITECT AT PROJECT 3325 SOUTH 116TH ST. CLOSE-OUT. PARKING ALLOCATION FOR BUILDING 3325 SOUTH 116TH ( EXISTING) PLAN 6¢sr• ±60,390 SF 19. EXIT CORRIDORS TO BE MAINTAINED DURING CONSTRUCTION OF EACH PHASE. . STANDARD = 120 STALLS T-2 EXISTING & OVERALL PLAN / 20. INSTALL SPRINKLERS ACCORDING TO DRAWINGS APPROVED BY LOCAL FIRE MARSHAL. • ACCESSIBLE = 6 STALLS (5 REQUIRED) T-3 ENLARGED PLAN, ELEVATIONS, SECTIONS & DETAILS / 21. EXITS SHALL BE ILLUMINATED ANY TIME THE BUILDING IS OCCUPIED, WITH 126 STALLS PROVIDED FOR THIS BUILDING *----- AREA OF WORK LIGHT HAVING INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT FLOOR LEVEL. RE VIED FOR FIXTURES REQUIRED FOR EXIT ILLUMINATION SHALL BE SUPPLIED FROM CODE CO►MPLIANCF- ® 44.2' 3 ,g� SEPARATE SOURCES OF POWER AND BE PROVIDED WITH AN EMERGENCY APPROVED oo, ' SYSTEM PER IBC SECTION 1006. EMERGENCY SYSTEMS SHALL BE SUPPLIED DESCRIPTION OF WORK: c,, I FROM STORAGE BATTERIES OR AN ON SITE GENERATOR IN ACCORDANCE WITH SECTIONIBC REMOVE EXISTING OFFICES, OPEN UP EXISTING WALL FOR EXPANDED OCT 0 7 2015 �' • ® ® ® ® 22. ELECTRIC RESISTANCE HEAT IS NOT ALLOWED. PRODUCTION PRINTING AREA. ,� • dam-' ^ 23. DIMENSIONS TO AND OF ELECTRICAL AND TELEPHONE OUTLETS INDICATES City of�Tul ila MAXIMUM OF 6 FROM CENTERLINE OF ELECTRICAL OUTLET TO CENTERLINE OF O DIVISICa►►1'� R-748.51 ```.. t� � BUIL[�IN •imiminmmm TELEPHONE OUTLET. REVISIONS e=392.5 04 "�.. _ 24. DIMENSIONS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE L= 392.5s '`�-• . - * No changes shy bema-de to the scope _, _ �_ " T DIMENSIONS OF NEW WORK TO FACE OF STUD of �^pork withof�t riot approval of SR-599 s79.41 19 E 11ss3 *DIMENSIONS OF EXISTING WORK TO FACE OF FINISH i k0t BI�iI prior Division. (NO ACCESS) NORTH *DIMENSIONS OF DEMO WORK TO FACE OF FINISH ! E'."' > t.i,;� is will require a new plan submittal . rid may inColude additional plan review fees. SITE PLAN 60' 9 GENERAL NOTES 6 CODE DATA 5 SHEET INDEX 3 ROYCE A. BERG, PRINCIPAL 3011 80TH AVE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230-6648 FAX 230-6647 2659 GISTERED \ ? HITECT STATE OF WASH NO DESCRIPTION DATE PROGRESS SET 9-10-1 PERMIT SET 9-22-1 'MTA CONTAINED ON THESE RAM OR ELECTRONIC FILES ARE PART OF THE CONSULTANT'S INSTRUMENTS OF SERVICE AND SHALL ROM THE PROPERTY OF THE CONSULTANT. SUCH DATA SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE CONSTRUCTION OF THE REFERENCED PROJECT. ANY OTHER USE, REUSE OR MODIFICATION OF THE FILES WITHOUT THE CONSULTANT'S PRIOR WRITTEN CONSENT, WILL BE AT THE RECIPIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE CONSULTANT.' PROJECT DATA, VICINITY MAP, CODE DATA 8 SITE PLAN File: 14005/T-1.dwg JOB NO.: 14006 SHEET N0: DATE: 9-2-2015 DRAWN: SAM T-1 CHECK: RAB Em 18 E'vr sLocke EXISTING STEEL BEAM �X�ESTiA.� `\1 EXISTING BEARING WALL AND BEAM EXISTING TJI NO DECK EXISTING GL BEAM EXISTING INSULATED SUSPENDED CEILING AND LIGHTS NEW HEADER EXISTING 12ND FLOOR PLAN -11,161yous � (1O) 245'-0" "VI (9 2 r 24'-6" 24'-6" 24'-6" 24'-6" 24P-6" 24'-6" 24-6 24'-6" 24'-6" 24-6" —j SLpGKfDsr0)24 kock'CD IT ct --7 / &�-� P- I EXII "7i ils 6D ve , ilix I EXIT 13LOCKED BLOCKED BLOCKED BLOCKED BLOCKED BLOCKED BLOCKED BLOCKED BLOCKED BLOCKED uAlummAmr-r It CAM --- V-� LA s lEr cr A 11 KOM 36' 31 "p-"- Lou" . 1— lor, 44' �j w 10"Mo -9*—! — - I W Fill �cv OWN T I z 1" -1 MATI (9"'m u -1 L 7' MATERLAL AISLE 84 -- — — — — - HANDLING28' �C`s'NGm1w] L— — — ------------- tAISTING F-- I&I smaw vm Rm son ammummummons Ming L EXISTING a •LECT SOME Sy 0 Idylls 'm OR VA-1101100,1001 04 010010 - - - - - - - - - - - - - - - - - - - - 23 J IE:L 04 g- F4 EXISTING—/ 38 sCOLUMN TYP. EXISTING [;gig SERVER ROOM m 1 001 4411 AN 1, mm-10-ma-t1w I I I A • Emma EXISTING BREAK RE WED FOR CODE COMPLIANCE APPROVED OCT 0 7 2015 City of TukvAla BUILDING DIVISION MKO A IRE ALARM 'A AREA OF WORK 8. LAI I EXIT ------------ EXIT ---- ------ ------------- EXIT---- — -------------- Ad — - — - — - E 13 :E33'— 10 718" RECEIVED 1�i � nA=p A" CITY OF TUKWILIA ROYCE A. BERG, PRINCIPAL 3011 80TH AVE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230-6648 FAX 230-6647 26s-q EGISTERED H HIT O ITET y STATE OF ...... ON 'DATA CONTAINED ON THESE PLANS OR ELECTRONIC FILES ARE PART OF THE CONSULTANTS WMENTS OF SERVICE AND SHALL ROM THE PROPERTY OF THE CONSULTANT. SUCH DATA SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE CONSTRUCTION OF THE REFERENCED PROJECT. ANY OTHER USE, REUSE OR MOMCATION or THE FILES WITHOUT THE CONSULTANT'S PRIOR WRITTEN CONSENT, WILL BE AT THE RECIPIENTS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE CONSULTANT.* EXITING & iOVERALL PLAV SHEETNO: T-2 ' EXISTING SUSPENDED I CEILING NEW I OPENING r EXISTING STEEL NEW EXISTING OPENING STEEL NEWoo OPENI IG - I I I I 1 COLUMN COLUMN V ROYCE A. BERG, PRINCIPAL 3011 80TH AVE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230-6648 FAX 230-6647 2659 \ REGISTERED ROYCE -A-BEET STATE OF WASHIN NO DESCRIPTION DATE PROGRESS SET 9-10-15 PERMIT SET 9-22-15 'DATA CONTAINED ON THESE PLANS OR ELECTRONIC FILES ARE PART OF THE CONSULTANT'S INSTRUMENTS OF SERVKE AND SHALL ROM THE PROPERTY OF THE CONSULTANT. SUCH DATA SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE CONSTRUCTION OF THE REFERENCED PROJECT. ANY OTHER USE, REUSE OR MODIFICATION OF THE FILES WITHOUT THE CONSULTANT'S PRIOR WRITTEN CONSENT, WILL BE AT THE RECIPIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE CONSULTANT." ENLARGED PLAN, ELEVATIONS, SECTIONS & DETAILS File: 14005/T-3.dwg JOB NO.: 14005 1 SHEET NO: DATE: 9-2-2016 I T— DRAWN: SAM i CHECK: RAB