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HomeMy WebLinkAboutPermit D15-0086 - DARWIN'S NATURAL PET PRODUCTS - INTERIOR EXPANSIONDARWIN'S NATURAL PET PRODUCTS 350 TRECK DR D15-0086 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 Parcel No: 0223400045 Permit Number: D15-0086 Address: 350 TRECK DR Issue Date: 5/11/2015 Permit Expires On: 11/7/2015 Project Name: DARWIN'S NATURAL; PET PRODUCTS Owner: Name: PANKRATZ HOLDINGS LLC Address: POBOX 58388, TUKWILA, WA, 98138 Contact Person: Name: RASHA YOUNAN Address: 8383 158 AVE NE, STE 280, REDMOND, WA, 98052 Contractor: Name: PITMAN ENTERPRISES Address: 20514 ISLAND PKWY E , LAKE TAPPS, WA, 98391-9081 License No: PITMAE*015L5 Lender: Name: DARWIN'S NATURAL PET PRODUCTS Address: 3505 S 93 ST, SEATTLE, WA, 98108 Phone: (425) 885-4300 Phone: Expiration Date: DESCRIPTION OF WORK: INTERIOR EXPANSION OF EXISTING FREEZER AND SPACE PLAN MODIFICATIONS FOR EXISTING PRODUCTION AREA Project Valuation: $260,000.00 Fees Collected: $4,886.22 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IV Occupancy per IBC: F-1 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature:�it�/� Y'� 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 presum give authority to violate or cancel the provisions of any other state or local s re ulati nstruc 'on r t performance of work. I am authorized to sign and obtain this developm t permit Ind agree to t co dit' ns attached to this permit. ,Ilel� Signatur � Date: Print Name: r` This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: `BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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. 13: 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). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 16: 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. 17: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 38: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: 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) 20: 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) 21: Maintain fire extinguisher coverage throughout. 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: 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) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 28: 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) 29: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 30: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 34: 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)(Including coolers and freezers.) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 31: 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). 36: 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) 35: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 39: 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. 33: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: 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" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 4027 SI-COLD-FORM WELD 4046 SI-EPDXY/EXP CONC 4034 SI-METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4026 SI-STRUCT STEEL 4004 SI-WELDING CITY OF TUKWI—A Community Development Department • Public Works Department 4 !!!!!! • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/hvww.Tukwi IaWA.tgov Building Permit No. r (U 0 6 Project No. l' Date Application Accepted: ��'►-t S Date Application Expires: I �'Cj' For office use onl 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.. 022340-0045 Site Address: 350 Treck Drive Suite Number: NSA Floor: 1 Tenant Name: Darwin's Pet Food New Tenant: ❑ .....Yes m ..No PROPERTY OWNER Name: Pankratz Holdings LLC Address: PO Box 58388 C"y: Tukwila State: WA Zip: 98138 CONTACT PERSON — person receiving all project communication Name: Rasha Younan v Address: 8383 158th Ave NE #280 City: Redmond State: WA Zip: 98052 Phone: (425) 885-4300 Fax: (425) 885-4303 Email: rasha@magellanarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: Pitmay, 15w e Address: 20 514 City: � L4,4 5 State: p Zip: 9 $ 3q' Phone: ax: 7- 2 - G Contr Reg No.: P xol L Exp Date: 6 2 j 20l S Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Magellan Architects Architect Name: Rasha Younan Address: 8383 158th Ave NE #280 City: Redmond State: wA Zip: 98052 Phone: (425) 885-4300 Fax: (425) 885-4303 Email: rasha@magellanarchitects.com ENGINEER OF RECORD Company Name: Coffman Engineers Engineer Name: Dihong Shao Address: 1601 Fifth Avenue, Suite 900 City: Seattle State: WA Zip: 98101 Phone: (206) 623-0717 Fax: (206) 624-3775 Email: shao@coffman.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: In Address:16 05 > City: State: W Zip: H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8.9-I l.docx Revised: August 2011 bh Page I of 4 BUILDING PERMIT INFORMATION . A-431-3670 Valuation of Project (contractor's bid price): $ 260,000 Existing Building Valuation: $ 1,139,000 Describe the scope of work (please provide detailed information): -�_nr"-,W, J�Xroy.Stom- 4 *6xi5"' '�_ �wt""al'-A 5PCL P1a -L Hoc-li Fi 1'�' G Xis v-v-�l Py-c dwrtiar�— Arc, Will there be new rack storage? 0..... Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below I' Floor ExistingInterior 21,079 Remodel 10,006 Addition to Existing Structure 0 New 0 Type of Construction per IBC IV Type of Occupancy per IBC F-1,B 2" Floor 5,078 0 0 0 IV B 3 rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 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 Z....... No If "yes", explain: FIRE PROTECTION(HAZARDOUS MATERIALS• [Z....... Sprinklers JZ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes .......No If `yes', attach list of materials and storage locations on a separate 8-112" x II " 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. H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 hh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Print Name: Rasha Younan Date: 04/09/2015 Day Telephone: (425) 885-4300 Mailing Address: 8383 158th Ave NE #280 Redmond WA 98052 City State Zip H:4\pplications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $3,019.68 D15-0086 Address: 350 TRECK DR Apn: 0223400045 $3,019.68 DEVELOPMENT $2,876.10 PERMIT FEE R000.322.100.00.00 0.00 $2,871.60 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $143.58 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R5272 R000.322.900.04.00 0.00 $143.58 $3,019.68 Date Paid: Monday, May 11, 2015 Paid By: DARWIN'S NATURAL; PET PRODUCTS Pay Method: CHECK 1055 Printed: Monday, May 11, 2015 3:26 PM 1 of 1 (rm" SYSTEMS Date Paid: Thursday, April 09, 2015 Paid By: DARWINS NATURAL PET PRODUCTS Pay Method: CHECK 2574 Printed: Thursday, April 09, 2015 10:56 AM 1 of 1 CI? SYSTEMS INSPECTION RECORD �f�� i Retain a copy with permit ! I 6-0 SPECTION NO. PERM!T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Pro' / Type of Insp do : ,,�4i e f Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester:—� Phone No: 1 Approved per applicable codes. Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �C 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 Proj . 1,1-W1A) Type of Ins ecti n: SZ ldre5s: -,_ I-ecl Date Called: Special Instructions: Date Wanted: a.m. P. ;;� A&/ Requester: Phone No: n—i / r-1 _ .. . - -- - ---- — u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t INSPECTION RECORD --] Retain a copy with permit P. I S'ION 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 Proj a ��/ ype of s ectio�a, �o yr W Ad res �C k Pr Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: EJA oved per applicable codes. LJ Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. C 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 Proj r � 1�lJm') per pe of Ins ection- Address-., 35i'Tr'ec k �r Date Called: Special Instructions: Date Wanted:a. p.m. Requester: Phone No: 11 A bved per applicable codes. LJ Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD j0/5--0067,6 I Retain a copy with permit INSPECTEON 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 Proj " f % pliel— T e of Inspection: S�xA Ad ress: �-,-C Date Called: Special Instructions: Date Wanted: / a.m. h Requester: Phone No: pproved per applicable codes. EI Corrections required prior to approvai. paid at 6300 Southcenter Blvd.. Suite 100. Call. to schedule reinspection. INSPECTION RECORD/ L� p copy IP/5�®� Retain a co with permit C� INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct: T.Vne of Inspection: Address: J O eC k Date Called: Special Instructions: �Q Date Wanted: .m. Requester: Phone No: pproved per applicable codes. E]Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. V� INSPECTION RECORD i 3 1 copy p C Retain a co with ermit 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 Proje ype f Insp do Addr ss: p.r-- r C T Date Called: Special Instructions: Date Wanted: a. p.m. Requester: Phone No: pproved per applicable codes. E Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IN PECTION RECORD P t5 L Retain a copy with permit:_ INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd,, #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 project . re—T- Type of Inspection: t--o G--� Address, Date Called: Special instructions: Date anted, (J— a.m. Z-B — p.m. ............. Re tgr: 'X?f (2-e C'4ee rhone No, �6 �- 6f'7- 6(73 IInspector. La,e I 'L5 -- 2_b REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. Nd INSPECTION RECORD - Retain a copy with permit IN17EC7I0N 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 PLOjeer; T )n', J/ff-(rG)( Ap- L f J bkol Addodress I -'�a -rrec* Date Called: V Special Instructions', Date Wante am. (J- 5 — p.m. Requffter.- L50b Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD V1 5'- - ooV1v Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: 35--p 'TiZeL,�; Contact Person: Suite #: Special Instructions: Phone No.: '21Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: At _ ot- e t re 45 t,u4 — d (L re-(-NAlt _ d f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsiiiing Aoaress Attn: Company Name: Address: City: State: Zip: M Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188' 206-575-4407 Project: Type-of-linspection Address: Contact Person: Suite#: Special Instructions: Phone No.: Approved per applicable codes. FI Corrections required prior to approval. t \- COMMENTS: A:ss W,'S 14�e ram/ x'" k- A-111 Alk7zZP V 7 r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: —] Date: H rs.: /. e) ❑ $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 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:. 1�w i h Type of Inspection: 51�11 Address: Contact Person: Suite #: -3� Special Instructions: Phone No.: It I 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: �r•7 r� Date:?// Hrs.: Z . $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. timing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD %S- S — 0�7 2- Retain a copy with permit 00 5;p INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project. ( ti N S Type of Inspection: r V Address: GZEIC Contact Person: Suite #: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Jf le I�.c� %"�i� /A / I ✓ Lam' ✓ �'.7 I"/ h �IY � .0 %� [/I Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector• ,.` 7� 3 Date: e51, /,� ` 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: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com February 2, 2016 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: Darwins Natural Pet Products Roof Enhancements Address: 350 Treck Drive, Tukwila FINAL REPORT Permit Number: D15-0086 Job Number: 15-0355 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. items inspected are: 1. Epoxy grouting Sincerely, OTTO ROSENAU & ASSOCIATES, INC. C2CsTP--/r"W— Crista Moser Report Manager RECEIVED CITY OF TUKWILA FEB 2 6 2016 PERMIT CENTER ON OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION FIELD REPORT Job Number: 15-0355 Report Number: 312828 Permit Number: CD15-0086 _'% Project: Darwin's Natural Pet Products -Roof Client: Darwin's Natural Pet Products Improvement Address: 350 Treck Dr,Tukwila Address: 1505 S 93ro St, Seattle Inspector: Stephen Ramos Date: 5-20-2015 RECEIVEDCITY OF TUKWILA Description/Location: Grid line A/7 to 9 line and 9 line/A to c.5 line JUN 17 2015 1. New 2x8 PT ledgers as per detail A/S1.1, (51 qty.) 2. New 4x8 HDU2 anchors as per detail A/S1.1, (4 qty.) PERMIT CENTER 3. HDU2 holdown anchors as existing 4x14 as per detail D/S1.1 (7 qty.) Intended Use: Wall Anchors Building Code & Year: IBC 2012 ❑ Reinforcing Steel ® All Thread Bar/Dowel Size & Quantity: Anchor Size & Quantity: 5/8" (11 qty.),'/2" (51 qty.) Rebar Manufacturer: Type of Steel (ASTM): ® A-36 ❑ F-1554 ❑ A-307 Grade: ® 36 ❑ 50 ❑ 75 ❑ Other: S/S Rebar Grade: ❑ 40 ® 60 ❑ Other: Type of Bar: ❑ A-615 ❑ A-706 ❑ A-775 ❑ Other: Special Ductile Quality (SDQ): ❑ Yes ❑ No Anchor Length: '/"4", 5/8"x12" Hole Depth: 1/" 3", 5/8" 4" Required Embedment: '/2" 3, 5/8 4" Hole Diameter: 5/8 " & 3/4" Concrete Thickness: 6 Concrete Strength: Hole Orientation: ❑ Vertical Down ❑ Vertical Up ® Horizontal Base Material: ® Normal Weight Concrete ❑ Light Weight Concrete ❑ CMU ❑ Brick ❑ Composite Deck Hole Cleaning: ® Compressed Air ❑ Hand Pump ❑ Other Hilti HollowBit/Vac Compressed Air PSI: 110 Brushed: ® Yes ❑ No Hole Condition: ® Dry ❑ Damp ❑ Water Saturated ❑ Submerged Drill Bit (ANSI B212.15): ® Yes ❑ No Approved Diamond Cored Hole: ❑ Yes ® No Adhesive Manufacturer/Type: Hilti HY-200A Expiration Date: 11/2015 ICC ESR #: 3187 Weather: Indoors Ambient Temperature: 57°F Substrate Temperature: 58°F Comments All holes were drilled to required embedment depths. Reference Standard(s) Used: Copies to: Conforms X Does Not Conform X Client X Engineer Others Owner X Contractor Technical Responsibility: Architect X Building Dept. r Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: INSP-86-02 LT (Rev 05113) FILE COPY Darwin's Natural Pet Products Tenant Improvement 350 Treck Drive Tukwila, Washington 98188 Structural Engineering Calculations For Magellan Architects 8383 158th Avenue Northeast, Suite 280 Redmond, Washington 98052 LM Coffman Engineers Inc Dis 00 8 � REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2015 Ci f TuVwila BUILDING DIVISION'. RECEIVED CITY OF TUKWILA APR 0 9 2015 PERMIT CENTER t Z C zD A&COFF IAN N G I N E E R S cw it no. E 11 ,&CM G Ivr NME�N `fC5 C7 N Q IA d Cll I mm m. A&CRFFMAN NGINEERS,FoZow dft L E E O a A&CRltl�AN E R S no. aft FILE CCpy Structural Calculations for Darwin's Natural Pet Products Freezer Expansion Tukwila, WA February 2015 PSM Job # 15014 i� REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2015 Ci of Tukwila BUILDING DIVISION Z/ 1 ;4 15, RECEIVED CITY OF TUKWILA APR 0 9 2015 PERMIT CENTER 2200 SIXTH AVENUE, SUITE 601 PHONE 206-622-4580 SEATTLE WASHINGTON 98121 FAX 206-622-0422 12- PSM JOB: / CC U I ct Z DATE: 6 S BY: i'1�I 4A CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com SUBJECT: Q vlr u,, l /�'� ija6 " L\ (e lei 74t C�✓E T I 64S —, ,re c� of b' «, rA e'er - No— Q i �-►� I rs Ifirc 4 I I I —j i i j I Gu � I fc�.% j r�� I 1 i P $ .- — { cc Aj � If rrA I T ; i - I I I I 7E l !� r I I - — —� l- resign Maps Summary Report http: //ehp 1-earthquake. cr.usg s. gov/desigmnaps/us/summary.php?temp... r Design Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.454440N, 122.25174°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.447 g Sms = 1.447 g Sos = 0.965 g Sl = 0.539 g SMl = 0.808 g Sol = 0.539 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEa Response Spectrum 1.65 1.50 1.35 - 1.20 1.05 0� 0.90 V En O.TS 0.60 0.45 0.30 0.15 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) 1.10 1.00 0.90 0.80 0.T0 .I Cn 0.60 V y 0.50 0.40 0.30 0.20 0.10 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Design Response Spectrum Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. 3 1 of 1 2/6/2015 11:07 AM PS M JOB: / �c) 10-4 DATE: _Z/'W"5_BY-. V"AA SUBJECT. CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com -e. TF i y _ Lam`. t - e=s .%r cl ith V(t, I r 1 j�j c,4,2v 14 f 4f AW1 Aj !.Atz Re _p*F 61� ---------- - J­ 4M 4& I- F4 _T PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com JOB:"j DATE f BY: SUBJECT: I. I '-� w 4.11 � I � I I I ! t ---_ ..L . YF It/ ! — I i I ! I � ) I ; ! I J- 14-IL Flexural Design of Single Angles per AISC Specification 13th Edition Shape Long Leg Short Leg t Sw long tip, major axis Sw short tip, major axis Sz long leg tip, minor axis Sz short leg tip, minor axis Iw, major axis Iz, minor axis rz, minor axis tan a P. Prin Axis UnEq Leg Long Leg Dwn Principal Axis Bending UnEqual Leg Angles Only inch Long Leg Down inch inch inch A3 Section modulus to long leg tip for bending about major axis inch^3 Section modulus to short leg tip about major axis inch A3 Section modulus to long leg tip for bending about minor axis inch A3 Section modulus to short leg tip for bending about minor axis inch^4 inch^4 inch Angle between vertical and minor axis. inch Positive value from Table C-F10.1 in AISC Specification Commentary. Fy ksi Span length 21 � ;feet Cb <_ 1.5, per Table 3-1, 13th Ed. AISC Manual N Page 1 of 2 Prin Axis UnEq Leg Long Leg Dwn Minor Axis Bending F10.1 Yielding Tips in Tension My 475.7564 inch. kips Mn 713.6346 inch. kips Minor Axis Flexural Capacity .... �Mtff Q. 2,6 inch krps on Maximum Uniformly Distributed Vertical Load', Major Axis Bending Vertical Horizontal Minor Axis Bending Vertical Horizontal _ qSD LRF„D' 0.148 inches 0.158 inches 0.135 inches down 0.145 inches down 0.060 inches left 0.065 inches left 0.176 inches 0.188 inches 0.072 inches down 0.077 inches down 0.160 inches right 0.172 inches right r LRFD, assume that factored load is all dead load. Factored load divided by 1.4 2. LRFD deflection differs from ASD due to factors 0.9/1.4=0.643 for LRFD, 1/1.67=0.599 for ASD. 3. Deflection left or right is based on the vertical leg on the left with the horizontal leg pointing to the right. Page 2 of 2 CEILING PANE 4 IN FEET (L/240) 8 10 12 14 16 18 20 PANEL THICKNESS ROD SPACING 'SIGN LOAD IN PSF 2 " 4'-0" 20.2 12.4 - - - - - 5'-0" 20.2 12.4 - - - - - 6'-0" 13.7 - - - - - - 7'-0" - - - - - - - 2.5" 4'-0" 28.6 18.1 12.0 - - - - 5'-0" 21.6 16.6 12.0 - - - - 6'-0" 13.6 - - - - - - 7'-0" - - - - - - - 3 " 4'-0" 35.3 23.8 16.0 11.2 - - - 5'-0" 21.5 15.5 12.7 10.0 - - - 6'-0" 13.0 - - - - - - T-0" - - - - - - 4" 4'-0" 36.3 27.3 22.3 17.8 13.8: 10.1 - 5'-0" 21.3 15.3 12.3 - - - - 6'-0" 12.8 - - - - - - 7'-0" - - - - - - 5" 4'-0" 35.1 27.1 21.1 17.6 15.0 12.8 10.4 5'-0" 20.1 15.1 11.6 - - - - 6'-0" 12.6 - - - - - - 6" 4'-0" 34.9 26.9 20.9 17.4 14.8 12.5 10.6 5'-0" 19.9 14.9 11.4 - - - - 6'-0" 12.4 - - - - - - CONDITIONS: Panel Series: Design Parameter: Exterior Face: Interior Face: erflection Limit: KS45 (42) SL Uniform Gravity Load 26 Ga. Steel 26 Ga. Steel U240 0 NOTES TO TABLE: 1) Assembly includes: Panels, 1Gngspan aluminum ceiling T (606346), 318" threaded rods (Grade A36), coupling nut (Grade 2), connector bolt with nut (A325), #10 philpans (for attaching T flange to bottom face of panels). 2) Spans shown are simple and limited by deflection under uniform load only. Spans may be governed by other factors including deflection due to temperature differentials and negative wind pressure. Contact IGngspan Technical Services for specific project applications. 3) Connection of hangar rods to roof system above must be engineered by project engineer of record (not by Kingspan). 4) Maximum aluminum T cantilever is 2'-61. 5) The above allowable design bads are after deducting the dead load of the pard. Kings n® Kingspan USA • Deland, FL • (386) 626-6789 • Modesto, CA (209) 531-9091 Kingspan Canada • Caledon, ON (905) 951-5600 • Langley, BC (604) 607-1101 Insulated Panels www.ldngspanpanels.us • www.ldngspanpanels.ca Revised 5/2011 ?Awm wm ywi Weiaht Table . KS Series WEIGHT PER SO. FT. 26 GA / 26 GA 24 GA / 26 GA 24 GA / 24 GA PANEL THICKNESS 2" 2.30 2.49 2.66 2.5" 2.41 2.60 2.78 3' 2.50 2.69 2.86 4' 2.70 Z89 3.06 5' 2.89 3.08 3.26 6' 3.08 3.26 3.44 WEIGHT PER $0. FT. 22 GA / 26 GA 22 GA /24 GA 22 GA / 22 GA PANEL THICKNESS 2' 2.77 2.94 3.21 2.5' 2.88 3.06 3.32 3' 2.97 3.14 3.41 4' 3.17 3.34- 3.61 5' 3.36 3.53 3.80 6' 3.54 3.72 3.98 Note: KS Series panels include KS Optimo, KS42SL, KS42MR, KS42MMR, KS42MW and KS45SL. Refer to other weight tables for KS Granitstone and KS Mineral Fiber panels. Insulated Panels 866-442-3594 • (905) 951-5600 • Fax: 905-951-3944 www.kingspanpanels.ca Revised 9/2912 771, Insulated Panels 1 { 0 Interior Partitions Allowable Span Table for KS42SL and KS45SL Temperature Differential Not Considered PANELTHICKNESS SPAN CONDITION ALLOWABLE SPAN IN FEET L/120 Deflection Design Load 2" single span 21' . 2.5" single span 25' 3" single span 2F' 4" , single span 33' 5" single span 36' 6" single span 40' CONDITIONS: Design Parameter: Uniform Load 5 PSF Fastening Method: Contact Kingspan Technical Services for fastening requirements. Exterior Face: 26 Ga. Galvanized Steel Interior Face: 26 Ga. Galvanized Steel NOTES: Spans shown are simple and limited by deflection or buckling under uniform loads. Spans may be governed by other factors due to temperature differentials, multiple spans, negative wind pressure and connection points required for fasteners. Consult Kingspan for specific project applications. Kingspan Insulated Panels Ltd. 12557 Coleraine Drive, Caledon, ON Canada L7E 3135 Tel: 905-951-5600, Fax: 905-951-3944 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 1 /4/2016 RASHA YOUNAN 8383 158 AVE NE, STE 280 REDMOND, WA 98052 RE: Permit No. D 15-0086 DARWIN'S NATURAL; PET PRODUCTS 350 TRECK DR 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 2/8/2016. 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 2/8/2016, 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: D15-0086 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COOK® COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0086 DATE: 04/09/15 PROJECT NAME: DARWIN'S NATURAL PET PRODUCTS SITE ADDRESS: 350 TRECK DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Bu 11ingtivis/ion blic Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved 0 Corrections Required ❑ (corrections entered in Reviews) N REVIEWER'S INITIALS: f ,�W& 5-1s Fire Prevention Structural ❑ Planning Division IN Permit Coordinator a DATE: 04/14/15 Structural Review Required ❑ DATE: DUE DATE: 05/12/15 Approved with Conditions d Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PITMAN ENTERPRISES Page 1 of 2 Home; Inicio en Espafiol Contact Safety Washington State Department of Labor & Industries PITMAN ENTERPRISES Search L&I -I A-'L Index Help Nly Secure I. &I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 20514 ISLAND PKWY E PITMAN, CARLA Sue SUMNER, WA98390 253-862-0693 Principals PIERCE County PITMAN, CARLA Sue, PARTNER PITMAN, ROY alan, PARTNER PITMAN, ADAM Jacob, PARTNER Pitman, Shane Paul, PARTNER Doing business as PITMAN ENTERPRISES WA UBI No. Business type 601 947 650 Partnership License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties Insulation and Acoustical License no. PITMAE*015L5 Effective — expiration 06/25/1999— 06/21/2015 Bond ................ WESTERN SURETY CO $6,000.00 Bond account no. 68858429 Received by L&I Effective date 06/21/2002 09/18/2001 Expiration date Until Canceled Insurance ........1..............-- American States Insurance Co $1,000,000.00 Policy no. 01 C H5591888 Received by L&I Effective date 07/14/2014 07/18/2014 Expiration date 07/18/2015 Insurance history Savin.gs .Nosavin. gs 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. https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=60194755O&LIC=PITMAE*015L5&SAW= 5/11/2015 MECHANICAL: 1. THE MECHANICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GENERAL CONTRACTOR SHALL SUBMIT WITH THE BID A PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS. 2 THE GENERAL CONTRACTOR'S MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY MECHANICAL PERMITS. 3. THE GENERAL CONTRACTOR'S PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY PLUMBING PERMITS. ELECTRICAL: 1. THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GENERAL CONTRACTOR SHALL SUBMIT WITH THE BID A PROPOSED ELECTRICAL DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS. 2. THE GENERAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY ELECTRICAL PERMITS. REFRIGERATION: 1. THE REFRIGERAILON WORK FOR THE PROJECT SHALL EF PERFORMED AS DESIGN -BUILD. THE GENERAL CONTRACTOR SHALL SUBMIT WITH THE BID A PROPOSED REFRIGERATION DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS. 2. THE GENERAL CONTRACTOR'S REFRIGERATION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY PERMITS. FIRE PROTECTION/FIRE ALARM: 1. THE FIRE PROTECTION WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GENERAL CONTRACTOR SHALL SUBMIT WITH THE BID A PROPOSED ARE PROTECTION DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS. 2. THE GENERAL CONTRACTOR'S ARE PROTECTION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY FIRM: PROTECTION PERMITS. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBWTIED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM ADD FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO RE IN GENERAL CONFORMANCE TO THE DESIGN GE THE LNG. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNIX THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL COOLER/ FREEZER PALLETS: COOLER AND FREEZER PALLETS ARE DEFERRED SUBMITTAL AND NOT INCLUDED IN THIS PACKAGE A. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND REGULATIONS. B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECT'S CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS. C. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE CCIJMENCEMENT OF CONSTRUCTION. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. D. THE CONTRACTOR SHAM VERIFY LOCATION OF ALL UTILITIES AND PIPING AFORE BEGINNING WORD(. E THE GC 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 DISRUPRVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE F. ALL WORK SHALL BE PERFORMED IN ACCORDANCE NTH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. G. GC 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 ARCHITECT'S APPROVAL GC SHALL PROVIDE SHOP OWGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED ARE DOORS AND HARDWARE). H. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE; PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE L THE FLOORS MAY BE OCCUPIED WRING CONSTRUCTION. THE GC SHALL PROTECT ALL PERSONNEL, PASSERSBY 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, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED, REPLACE AS REQUIRED. SYMBOLS: COL COLUMN JT/ITS JOINTAINTS REINF REINFORCING 0 AT CONIC CONCRETE L LONG, LENGTH REQ'D REQUIRED & AND CONT CONTINUOUS LAM LAMINATE, LAMINATED RF RUBBER FLOORING L ANG E CONSTR CONSTRUCTION LF. LINEAR FOOT, LINEAL FOOT RR RESTROO M �{ (ENTER UNE CONTR CONTRACTOR LW LIGHT WEIGHT RO ROUGH OPENING © COPYRIGHT CPT CARPET LVL LEVEL ROW PUBLIC RIGHT OF WAY DEGREE CT CERAMIC TILE MAS MASONRY _ S.A.M. SELF ADHESIVE MEMBRANE 0 DIAMETER DF DRINKING FOUNTAIN MAX MAXIMUM SCHED SCHEDULE EQUAL DS DOWNSPOUT M.B.S. METAL BUILDING SUPPLIER SC SOLID CORE GREATER THAN DWG DRAWING MCT MARMOLEUM COMPOSITE TILE SF SQUARE FOOTAGE LESS THAN EA EACH MECH MECHANICAL SG SAFETY GRASS NUMBER ELEV ELEVATION, ELEVATOR MEZZ MEZZANINE SHT SHEET ELEC ELECTRICAL MTL METAL SIM SIMILAR PERCENTAGE EJ EXPANSION JOINT MFG MANUFACTURING SPEC SPECIFICATION t PLUS/MINUS EQ EQUAL MAR MANUFACTURER SQ SQUARE R PLATE EXIST EXISTING MH MANHOLE SS STAINLESS SEE, EJ EXPANSION JOINT MIN MINIMUM SANITARY SEWER ABBREVIATIONS: EXP EXPANSION MISC M►SCEUANEOUS STD STANDARD A.B.E. AVERAGE BUILDING ELEVATION EXT EXiEfttOR M.O. MASONRY OPENING STL STEEL A/C AIR CONDITIONER F.C.I.C. FURNISH BY CONTRACTOR M.R. MOISTURE RESISTANT STRUCT STRUCTURE, STRUCTURAL ADJ ADJUSTABLE, ADJACENT INSTALL BY CONTRACTOR MTD MOUNTED SUS P SUSPENDED ADMIN ADMINISTRATION FD FLOOR DRAIN MTG MOUNTING SYS SYSTEM AFF ABOVE FINISH FLOOR FDN FOUNDATION NIC NOT IN CONTRACT T TEMPERED, TREAD, TOP AFG ABOVE FINISH GRADE FF FINISH FLOOR NOM NOMINAL T&B TOP & BOTTOM ALUM ALUMINUM F.0.1.0. FURNISHED BY OWNER INSTALLED BY NTS NOT TO SCALE TE L TELEPHONE MOD ANODIZED OWNER OO ON CENTER TEMP TEMPERED APPROX APPROXIMATE FEC ARE EXTINGUISHER CABINET D.H. OVERHEAD T&G TONGUE & GROOVE ALT ALTERNATE F.O.I.C. FURNISHED BY 090, OPP OPPOSITE: TG TEMPERED CRASS ASR AUTOMATIC SPRINKLER RISER INSTALLED BY CONTRACTOR o/ OVER t0. TOP OF AVG AVERAGE FPHB FROST PROOF HOSE BIBB PERP PERPENDICULAR TYP TYPICAL BFF BELOW FINISH FLOOR FRP FIBER REINFORCED PANEL(S) PL PLATE, UTIL UTILITY BFG BELOW FINISH GRADE FTG FOOTING P-LAM PLASTIC LAMINATE U.O.N. UNLESS OTHERWISE NOTED BD BOARD GA GAUGE PLUMB PLUMBING VCT VINYL COMPOSITION TILE BLDG BUILDING GALV GALVANIZED PNL PANEL, PANELING VERT VERTICAL B/S BUILDING STANDARD GC GENERAL CONTRACTOR PROJ PROJECT, PROJECTED W/ WITH B.O. BOTTOM OF GIP GYPSUM LATH & PLASTER PRV PRESSURE REDUCING VALVE W/o WITHOUT BOT BOTTOM GWB GYPSUM WALLBOARD PT POINT W-MAT WALK OFF MAT gTW` BETWEEN H HIGH, HEIGHT QT QUARRY TILE WP WATERPROOF CB CATCH BASIN HB HOSE BIBB QTR QUARTER WR WATER RESISTANT C.I. CAST IRON HIM HOLLOW METAL R RADIUS WRB WATER RESISTANT BARRIER CIP CAST IN PLACE HORIZ HORIZONTAL RD ROOD- DRAIN Wf WEIGHT CJ CONTROL JOINT, HT HEIGHT RL RAIN LEADER WWM WELDED WIRE MESH CONSTRUCTION JOINT HTR HEATER REC'D RECEIVED WWF WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT INSUL INSULATION REF REFRIGERATOR, REFERENCE Y.C. YARD DRAIN 1 j a a v ka t ' Y Yt e a' �_ rtam, r t a' a }u§ tr) e a, '� n.t za,',vt � s ;,�' "��4$ ;�'t.. ,,,,;;, } ,.,.,. ,�,•, n�a�,., ,.a �a;,, � .r '� t `'`'s } 1 f f }, s s d: J' 3s � r t r t. «ie y V t '}, {, Y`3.CJ. hs'9' Yt Y,k `s£t,` 'f:�,, •=a 7° `r,. .,��, ✓tad '� � , *� { �. .,b `zn.. gA rY J. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINSHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO THE OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL 00 SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. K. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REWIRING 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 CAUED FOR, NO SUBSTITUTE WILL BE ACCEPTER. L INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE GC SHAM BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERIMSI,FILL ALL HOLES AND VOIDS IN FLOORS WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUITED 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. M. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISING 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 DRILY 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 OVER CUTTING TO A MIN. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WAILS. MAKE PATCHES WITH NEAT, TRIMMED EDGES: MATCH ADJACENT EXISTING WORK, REVISION NO. ROOM NAME ROOM NAME (11TLI: BLOCK SHOWS REV. DATE) ROOM NAME INDICATES REVISED AREA �C-'""-ROOM NO. XXX S.F. E-ROOM AREA Q;=DETAIL NO. DESIGNATION SHEET THAT DETAIL IS SHOWN PL-1 FINISH SCHEDULE KEY X BLDG. SECTION NO. Ek-EQUIP. SCHEDULE KEY SHEET THAT SECTION IS SHOWN CASEWORK DTL N0. SHEET NO, X WALL SECTION NO. SHEET THAT SECTION IS SHOWN WALL TYPE NO. # - - - INSULATION KEY A INTERIOR ELEV. NO. WADI. TYPE LETTER D E F- WALL. ORIENTATION DATUM POINT SHEET THAT INTERIOR E1.EV. IS C SHOWN +8'-0" A.F.F.<- COUNG HEIGHT IL I TRUE NORTH V ACT CF,�LING ��- FINISH CEILING TYPE PROJECT NORTH 9,5 GRID DESIGNATIOIN ❑1 SHEET KEY NODE DOOR SCHEDULE KEY (CORRESP. TO 1/4:12 ROOF SLOPE ANO DIRECTION KEY ROOM NO. WHERE DOOR OCCURS) 1 1A DOOR SUFFIX BREAK LINE SYMBOL O WINDOW SCHEDULE KEY MATCH LINE on MATCH LINE Oro TU LA, 98al ���,. � WA sea 8 i v i jog 0 M�` 1. & I I ( s I i t t fST:p jIT f t:b:t�,;',J" I.- � - - : t�%rI^.GT �c,.tiiCal Electrical Plumbing Gas Piping City of Tukwila BIJ!' -, _''liNG DIVISION RUZ D-16-- Pion myjaw o rov"ll 13 cublact to arroro and omissions. Apt'oW of co; otriaction documents do 3 not authorizo the vlall'�tlon of adopt or o t r I r e. fie C of 417provod , u!d CQ y and con ition ' gcknow1odgad Dato" I City of Tukwila BUILDING DIVISION REVISIONS i No changes shall be made to the scope of work without prior approval of Tul,avila Building Division. f"..!OTE: flAnvisions will require a new plan Submittal - and may include additional plan revi^vr fees. ARCHITECTURAL: AO.1 COVER SHEET AND SITE PLAN AO.2 EGRESS PLANS AO.3 ICC/ANSI GENERAL CODE NOTES AO.4 ICC/ANSI GENERAL CODE DETAILS �. A2.1 FLOOR PLAN � t # A2.2 FIXTURE PLAN jE AREA OF A5.1 SCHEDULES, DETAILS AND INTERi�VVE0 FOR WORK STRUCTURAL: CODE CO{VIPLIANCE Cn APPROVKw 1, S1.1 STRUCTURAL DETAILS APR 1 2015 I Y I �, al Ci of Tukwila SUILDING DIV,� �t�l�i LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARK j 5 POR BEG NE COR TH WLY ALG CURVE TO RGT RAD 410.28 FT CENTER BEARING N 04-42-41 E C/A 01-42-08 DIST 12.19 FT TH N 84-25-51 W 198.11 FT TH ALG CURVE TO LIFT RAD 410.28 FT C/A 11-03-01 DIST 79.13 FT TO TPOB TH CONTG ALG CURVE TO IFT C/A 59-37-17 DIST 426.93 FT TH S 88-56-47 E 76.41 FT TH S 45-39-47 E 70.32 FT TH S 88-16-17 E 197.22 FT TH N 01-47-28 E 292.32 FT TO FOB LESS UP RR OPER R/W PARCEL NUMBER: 022340-0045 JURISDICTION: CITY OF IUKVIILA SEC11ON/TOWNSHIP/RANGE NE 26 23 4 PROPERTY NAME PANKRATZ HOLDINGS LLC (KEILY-GQODIN HARDWOODS) YEAR BUILT/STOPIES/BLDGS ON SITE: 1975, 1,1 ZONING: TUC OCCUPANCY GROUP CLASSIFICATION: F-1, B ACCESSORY CONSTRUCTION TYPE/CLASS: TYPE IV, SPRINKLERED, ALARMED EXISTING AREA CALCS. AND CONDITION& GROSS LAND AREA: 53,904 S.F. (1.24 ACRES) GROSS BLDG FLOOR AREA: 26,157 S.F. FIRST FLOOR AREA (OFFICE): 3,619 S.F. FIRST FLOOR AREA (WAREHOUSE): 17,460 S.F. MEZZANINE FLOOR AREA (OFFICE): 5,078 S.F. TENANT IMPROVEMENT AREA: 10,006 S.F. REFER TO FLOOR PLAN, SHEET A0.2 FOR EXITING INFORMATION. CLIENT / OWNER: DARVIN'S NATURAL PET FOOD 1505 S. 93RD STREET, UNIT BP SEATTUE WA 98108 PH: (206) 323-7440 CELL- (206) 300-6411 CONTACT: GARY TASHIJIAN garyftrwimspet.com ARCHITECT: MAGELLAN ARCHITECTS 8383158TH AVE NE, STE 280 REDMOND, WA 98052 PH: (425) 885-4300 FAX: (425) 885-4303 RECORD ARCH: PEDRO CASTRO PM CONTACT: RASHA YOUNAN rasha@mageNatarchitect wm STRUCTUR AL: COFFMAN ENGINEERS 1601 FIFTH AVE. SUITE 900 SEATOI, WA 98101-1620 PH: (206) 623-0717 FAX: (206) 624-3775 CONTACT DIHONG SHAD shao@ooffman.com SCOPE OF WORK SUMMARY: INTERIM EXPANSION OF THE DOSING FREEZER AND SPACE PLAN MODIFICATION FOR EASING PRODUCTION AREA. THE WORK WILL NOT AFFECT THE PARKING REQUIREMENTS. CURRENT USE IS MANUFACTURING AND DISTRIBUTION OF WOOD FLOORING PRODUCTS. DESIGN CODES: RECEIVED CITY OF TUKWILA 2012 INTERNATIONAL BUILDING CODE 2012 WA STATE AMENDMENTS APR 0 9 2015 2012 NATIONAL ELECTRICAL CODE 2012 INTERNATIONAL FIRE CODE PERMIT CENTER 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL PLUMBING CODE 2012 WASIHINGTON STATE ENERGY CODE ADAAG FEDERAL ACCESSIBIUTY GUIDELINES FOR BUILDINGS AND FACILITIES ISHA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSH ACT) 0 765 REGISTERED IH T N � Pedro A. de Magalhaes Castro I STATE OF WASHINGTON U 0,00 v rri o :c c v m d d 0' -00 of R�0 plC yt•pN� vQpOoEooa°'a L E cn °-OI- , 3 LCo 4)0OC Pco p 7 O_ w O.° gN 0 C,C N O N U C O y•� p.0 o �o0 Ev°c�3� =vim N U 0 >>O ° N v L O NL7 " 0) O + Y) 0-0 U 7 °� 0 E [ N �cc E „Q` E>�o°�tva�cn F-O Q. °-C rn0=0 >'-L� In N O aC N C MoZj- y (D-2 O N o 0; s N E°X�.3 wv N N ..L.. , NJ Q7 .'.O°"�U -0 EpOa�aoo"'cN° � nN+ V U •�` Ol V D•� U E N N� O N d ALL O U OL N TY.. UC L U QQQ Z O 0 0 3Q E an.0 0 a V, V D 0 O 1Y L.L. W CL C) z rJ Z O ao Z X W T- < w W 0 Y S W W W F- I UL C' L- 11�1.���1�11��..�111 REVISIONS NO. DATE BY Al A 0 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 04/09/15 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 04/08/15 CAD FILE: 15-050 AO1 JOB NUMBER: 15-050 CHECKED: DM DRAWN: RY STATUS: ISSUE FOR PERMIT 0 N 0 N MEZZANINE EGRESS PLAN SCALE: 1 /8" = V-0" EXISTING EXIT (2) i 4= IIII C17D EXIST TOOL ROOM 122 _�- , I _W I FEC C' I I I I EXIST FULFILLMENT EXISTSNIPPING/ 121 RECEIVING 1,507SF/100/15 5,927SF 500/12 (� I f � I TOTAL TRAVEL DISTANCE = 211,-no > ' I I I ��� + THERffORE OK BATTERY _ I CH EXIT SEPARATION DISTANCE = V-3' EGRESS PLAN SCALE: 1/8" = V-0" Q e �� »r r rI ������ ■> I1/i INN 1 ti z J IV)_ I I -� DoI— w Q of JiLi z of UI FUTURE DOOR PHASE II NOT REQUIRED FOR CURRENT EGRESS �► SHOWN ON PLAN AS L Exile �i�s REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2015 City of Tukwila ILDING DIVISION EGRESS DATA & OCC. LOADS FIRE DEPARTMENT NOTES TRAVfI. DISTANCE REWIREMENTS: 1. APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 4' EGRESS TRAVEL DISTANCE = < 250' PER IBC TABLE 1016.2 MIN. HT. W/ 1/2' MIN. STROKE WIDTH & ON CONTRASTING BACKGROUND. COMMON PATH OF TRAVEL = < 1W PER IBC 1014.3 EXC. (1) 2. PORTABLE FIRE EXTINGUISHERS WILL BE REQUIRED DURING CONSTRUCTION AND PRIOR TO C OF 0. CLASS 2A 1OBC REQUIRED THROUGHOUT. MAX COVERAGE IS 3000 SQUARE FEET AND SPACED NO MINIMUM DISTANCE BETWEEN EXITS ARE GREATER THAN 1/3 DIAGONAL DISTANCE OF AREA SERVED MORE THAN 75 FEET OF TRAVEL DISTANCE. REFER TO PLAN FOR LOCATIONS. OCCUPANT LOAD ARY: 3. ANY BULK STORAGE OF FLAMMABLE/COMIBUSTiBLE LIQUIDS/GASES USED FOR CONSTRUCTION SHALL BE APPROVED. *xEGRESS CALCULATIONS PER IBC TABLE 1004.1.1 4. TWO PORTABLE 2.A 10:BC (5 POUND) OR LARGER ARE EXTINGUISHER REQUIRED FOR EACH FLOOR 1ST FLOOR (F-1 WAREHOUSE) OCC. 11,465 S.F./500 = 22 OCC. DURING CONSTRUCTION. LOCATE NO HIGHER THAN 5 OFF GROUND AT EACH STAIRWELL SHALL BE 1ST FLOOR (F-1 INDUSTRIAL) OCC. 4,720 S.F./100 = 47 OCC. UNBLOCKED AND VISIBLE AT ALL TIMES. 1ST FLOOR (B) occ. 3,619 S.F./too = 36 OCC. MEZZANINE (B) OCC. 5.078 S.F. f 100 = 50 OCC, EGRESS L E G E N D TOTAL OWANT We. 155 OCC. FUNCTION OF ROOM (OR) SPACE RECEIVED NUMBER OF EXITS REQUIRED 2 NUMBER OF EXITS PROVIDED 3 OFFICE CITY OF TUKWILA 149 t�-ROOM NUMBER FUTURE NUMBER OF EXISTS PROVIDED 4 1311 /20/66E---\�_ APR 0 9 2015 EXIT WIDTH REQUIRED = 155 OCC. X .2' = 31' OCCUPANT LOAD LOAD FACTOR EXIT WIDTH PROVIDED = 3V X 3 = 108' ROOM/SPACE AREA PERMIT CENTER XX' EGRESS PATH & TRAVEL DISTANCE ALONG INDICATED PATH EXISTING TO REMAIN - NO WORK x IN SHADED AREA FED EXIST FIRE EXTINGUISHER CABINET LOCATIONS. AV t)110rqm­o00 a (0 7855 REGISTERED I o A. de Magaihaes Castro STATE OF WASHINGTON d 7 a) 41 J .O O d p E O T,OCD m C m p N Of o `o�` �oc°o0oE�ma�a U aoiE_ -o ate— iva�o°+ 4) N m y a O C7 ID aO O C C ;O 0d�°0 °>�Nv�imE:8cN3 0 >OvOE >om Oo_ �•0O CO v -.0O E ° 5 •C Qom.. m 0 O E 2 Taw a)'� C m ° �. in y° av'c°=oo >,0)z o'��,•° 0 oVv OC «om m— O.✓O m m � O o o da o o— c m o m O, rm+UU-'Om V °�.+�Ea)a)o0a) L OOOACC C:_—ymmpCm •O�. Ott ap O O O' ° TU U m-'O- U o, o O U U O O, m° 1 L C� � �. �.= O d O._ m 7 7 O'p 7 U < 5z0a),)3¢Eonooa U) C� Z) 0 O F_ W 1 U .J z Orn 00 W00 i>> Z W Y N W Z Of LL (=)Y M I - REVISIONS NO. DATE BY Al 0 A 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 04/09/15 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 04/08/15 CAD FILE: 15-050 A02 JOB NUMBER: 15-050 CHECKED: DM DRAWN: RY STATUS: ISSUE FOR PERMIT EGRESS PLANS • FLOOR OR GROUND SURFACES (ICC/ANSI SEC. 302 & 303) : GENERAL: FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SUP RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MIN. AND 1-1/2 INCH HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE RAMPED AND SHALL COMPLY WITH [CC/ANSI SECTION 405 OR 406. WHEELCHAIR TURNING SPACE AND CLEAR SPACE (ICC/ANSI SEC. 304 & 305): CLEAR FLOOR OR GROUND SURFACE: FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES MIN. AND SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CIRCULAR SPACE: THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN 60 INCHES DIAMETER MIN. WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. T-SHAPED SPACE: THE WHEELCHAIR TURNING SPACE MAY BE A T-SHAPED SPACE WITHIN A 60 INCH MIN. SQUARE WITH ARMS AND BASE 36 INCHES WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MIN. IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MIN. T-SHAPED WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES ONLY AT THE END OF EITHER THE BASE OR ONE ARM DOORS: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACE. ALCOVE CLEAR FLOOR SPACE: FORWARD APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES MIN. WHERE THE DEPTH EXCEEDS 24 INCHES. PARALLEL APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES MIN. WHERE THE DEPTH EXCEEDS 15 INCHES. KNEE AND TOE CLEARANCE (ICC/ANSI SEC. 306): TOE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE. MAX. DEPTH IS PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AND 17 INCHES MIN. BENEATH THE ELEMENT. TOE CLEARANCE SHALL BE 30 INCHES WIDE MIN. KNEE CLEARANCE. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR OR GROUND SHALL BE KNEE CLEARANCE. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AT 9 INCHES ABOVE THE FLOOR OR GROUND. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR OR GROUND SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP MIN. AT 9 INCHES ABOVE THE FLOOR OR GROUND, AND 8 INCHES DEEP MIN. AT 27 INCHES ABOVE THE FLOOR OR GROUND. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MIN. PROTRUDING OBJECTS (ICC/ANSI SEC. 307): PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SERVING STAIRS AND RAMPS SHALL BE PERMITTED TO PROTRUDE 4-1/2 INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAX. ABOVE THE FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. POST -MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE PERMITTED TO OVERHANG 12 INCHES MAX. WHERE MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND. REACH RANGES (ICC/ANSI SEC. 308): UNOBSTRUCTED REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. AND THE LOW SIDE REACH SHALL BE 15 INCHES MIN. ABOVE THE FLOOR OR GROUND. EXISTING ELEMENTS SHALL BE PERMITTED AT 54 INCHES MAX. ABOVE THE FLOOR OR GROUND. OBSTRUCTED HIGH FORWARD REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR OR GROUND SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX. WHERE THE REACH DEPTH IS 20 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX. AND THE REACH DEPTH SHALL BE 25 INCHES MAX. OBSTRUCTED HIGH SIDE REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN OBJECT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAX., AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAX. THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. FOR A REACH DEPTH OF 10 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX. FOR A REACH DEPTH OF 24 INCHES MAX. OPERABLE PARTS (ICC/ANSI SEC. 309): HEIGHT: OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES. EXCEPT WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE, OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. ACCESSIBLE ROUTES (ICC/ANSI SEC. 402): ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. WALKING SURFACES (ICC/ANSI SEC. 403): SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC/ANSI 403.5 CLEAR WIDTH AT TURN: WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. DURING THE TURN, AND 42 INCHES MIN. LEAVING THE TURN. PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. THESE PASSING SPACES SHALL BE EITHER A 60 INCH BY 60 INCH MIN. SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T-SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304. MANUAL DOORS AND DOORWAYS (ICC/ANCI SEC. 404): CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES MIN. CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 34 INCHES AND UP TO 80 INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES. MANEUVERING CLEARANCES: REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE CLEARANCE. RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES FROM THE PLANE OF THE WALL. CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR CLOSERS: DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MIN. SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN., DOOR -OPENING FORCE: FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAX. FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR: 5.0 POUNDS SLIDING OR FOLDING DOOR: 5.0 POUNDS THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPT FOR SLIDING DOORS, TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM RAIL HEIGHT REQUIREMENT, AND DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. VISION LITES: DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE FLOOR OR GROUND. RAMPS (ICC/ANSI SEC. 405): WALKING SURFACES ON ACCESSIBLE ROUTES WITH A RUNNING SLOPE STEEPER THAN 1:20 ARE RAMPS. SLOPE: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MIN.. HANDRAILS AND HANDRAIL SUPPORTS THAT ARE PROVIDED ON THE RAMP RUN SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAX. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WITHIN THE ROOM. WALKING SURFACES. LANDINGS: RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND THE CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. LANDING LENGTH SHALL BE 60 INCHES MIN. CLEAR. RAMPS THAT CHANGE DIRECTION AT LANDINGS SHALL HAVE A 60 INCH MIN. BY 60 INCH MIN. LANDING. DOORWAYS: WHERE DOORWAYS ARE ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY ICC/ANSI SECTIONS 404.2.3 AND 404.3.2 SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. WHERE A DOOR THAT IS SUBJECT TO LOCKING IS LOCATED ADJACENT TO A RAMP LANDING, THE LANDING SHALL BE SIZED TO PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304.3. HANDRAILS: RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING WITH ICC/ANSI SECTION 505. HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF A RAMP RUN OR LANDING. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING SHALL EXTEND 12 INCHES MIN. BEYOND THE INSIDE FACE OF A RAILING COMPLYING WITH ICC/ANSI SECTION 505. CURB OR BARRIER: A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4-INCH DIAMETER SPHERE BELOW A HEIGHT OF 4 INCHES. PROTRUDE INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR INTO PARKING SPACE ACCESS AISLES. THEY SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. HANDRAILS ARE NOT REQUIRED. SIDES OF CURB RAMPS: WHERE PEDESTRIANS MUST WALK ACROSS A CURB RAMP, THE RAMP SHALL HAVE FLARED SIDES. SLOPE OF FLARES SHALL NOT BE STEEPER THAN 1:10. WHERE THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP AND PARALLEL TO THE RUN OF THE RAMP IS LESS THAN 48 INCHES WIDE, THE FLARED SIDES SHALL HAVE A SLOPE NOT STEEPER THAN 1:12. CURB RAMPS WITH RETURNED CURBS SHALL BE PERMITTED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. COUNTER SLOPE: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE AT THE SAME LEVEL. LOCATION AT MARKED CROSSINGS: CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. LANDINGS: THE CLEAR LENGTH OF THE LANDING SHALL BE 36 INCHES MIN., WITH A CLEAR WIDTH AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES LEADING TO THE LANDING. DIAGONAL CURB RAMPS: DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. BOTTOMS OF DIAGONAL CURB RAMPS SHALL HAVE 48 INCHES MIN. CLEAR SPACE, MEASURED PARALLEL TO THE RUNNING SLOPE. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES MIN. CLEAR SPACE WITHIN THE MARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF STRAIGHT CURB 24 INCHES LONG MIN. ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. ISLANDS: RAISED ISLANDS IN CROSSINGS SHALL BE A CUT THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES, AND A LEVEL AREA 48 INCHES LONG MIN. BY 36 INCHES WIDE MIN., IN THE PART OF THE ISLAND INTERSECTED BY THE CROSSING. PARKING SPACES (ICC/ANSI SEC. 502): VEHICLE SPACE SIZE: ACCESSIBLE CAR AND VAN PARKING SPACES SHALL HAVE AN ADJACENT ACCESS AISLE. CAR AND VAN PARKING SPACES SHALL BE 96 INCHES MIN. WIDTH. ACCESS AISLE: TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE ACCESS AISLES SERVING CAR PARKING SPACES SHALL BE 60 INCHES WIDE MIN. ACCESS AISLES SERVING VAN PARKING SPACES SHALL BE 96 INCHES WIDE MIN. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE AND THEY SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE VERTICAL CLEARANCE. PARKING SPACES FOR VANS SHALL HAVE A VERTICAL CLEARANCE OF 98 INCHES MIN. AT THE SPACE AND ALONG THE VEHICULAR ROUTE THERETO. IDENTIFICATION: WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ICC/ANSI SECTION 703.6. SUCH SIGNS SHALL BE 60 INCHES MIN. ABOVE THE FLOOR OR GROUND SURFACE OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. PASSENGER LOADING ZONES (ICC/ANSI SEC. 503): VEHICLE PULL-UP SPACE: PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE ADJACENT AND PARALLEL TO A VEHICLE PULL-UP SPACE 96 INCHES MIN. WIDTH AND 20 FEET MIN. LENGTH. ACCESS AISLES; ACCESS AISLES SHALL BE PART OF THE ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES WIDE MIN. AND 20 FEET LONG MIN. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: VEHICLE PULL-UP SPACES IN PASSENGER LOADING ZONES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. VERTICAL CLEARANCE: VERTICAL CLEARANCE OF 114 INCHES MIN. SHALL BE PROVIDED AT PASSENGER LOADING ZONES AND ALONG VEHICLE ACCESS ROUTES TO SUCH AREAS FROM SITE ENTRANCES. STAIRWAYS (ICC/ANSI SEC. 504): TREADS AND RISERS: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH. RISERS SHALL BE 4 INCHES HIGH MIN. AND 7 INCHES MAX. TREADS SHALL BE 11 INCHES DEEP MIN., MEASURED FROM RISER TO RISER. OPEN RISERS SHALL NOT BE PERMITTED. STAIR TREAD SURFACE SHALL COMPLY WITH ICC/ANSI SECTION 302. NOSINGS: THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH MAX. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX. FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL BE 1-1/2 INCHES MAX. BEYOND THE TREAD BELOW. OUTDOOR CONDITIONS: OUTDOOR STAIRS AND OUTDOOR APPROACHES TO STAIRS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. HANDRAILS (ICC/ANSI SEC. 505): LOCATION: HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. IN ASSEMBLY SEATING AREAS, HANDRAILS SHALL NOT BE REQUIRED ON BOTH SIDES ALONG AISLE STAIRS, PROVIDED WITH A HANDRAIL EITHER AT THE SIDE OR WITHIN THE AISLE. HANDRAILS SHALL NOT BE REQUIRED ON THE SIDES OF RAMPED AISLES SERVING SEATS. CONTINUITY: HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. HEIGHT. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MIN. AND 38 INCHES MAX. VERTICALLY ABOVE STAIR NOSINGS, RAMP SURFACES, AND WALKING SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE STAIR NOSINGS AND RAMP SURFACES. CLEARANCE: CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1-1/2 INCHES MIN. GRIPPING SURFACE: GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL ARE ALLOWED IF NOT MORE THAN 20 PERCENT OF THE HANDRAIL LENGTH IS OBSTRUCTED. SEE SECTION 505.6 FOR ADDITIONAL H RI ONT L PROJECTION 0 EXCEPTIONS. HANDRAILS AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM SHALL BE FREE OF Z A E ANY SHARP OR ABRASIVE ELEMENTS. HANDRAILS SHALL NOT ROTATE %THIN THEIR FITTINGS AND THEY SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON CIRCULAR CROSS SECTIONS: HANDRAILS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER DIMENSION OF 4 INCHES MIN. AND 6-1/4 INCHES MAX. AND PROVIDED THEIR LARGEST CROSS-SECTION DIMENSION IS 2-1/4 INCHES MAX. TOP EXTENSION AT STAIRS: AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MIN. BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. BOTTOM EXTENSION AT STAIRS: AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. IF PROVIDED AT THE BOTTOM OF A STAIR FLIGHT, A HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MIN. AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. DRINKING FOUNTAINS (ICC/ANSI SEC. 602): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. WHERE A FORWARD APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT AND SHALL INCLUDE KNEE AND TOE CLEARANCE. WHERE A PARALLEL APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT. SPOUT HEIGHT AND LOCATION: SPOUT OUTLETS FOR WHEELCHAIR ACCESSIBILITY SHALL BE 36 INCHES MAX. ABOVE THE FLOOR OR GROUND. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38 INCHES MIN. AND 43 INCHES MAX. ABOVE FLOOR OR GROUND. UNITS WITH A PARALLEL APPROACH SHALL HAVE THE SPOUT 3-1/2 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. UNITS WITH A FORWARD APPROACH SHALL HAVE THE SPOUT 15 INCHES MIN. FROM THE VERTICAL SUPPORT AND 5 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. OPERABLE PARTS SHALL COMPLY WITH ICC/ANSI SECTION 309 AND PROTRUDING UNITS SHALL COMPLY WITH ICC/ANSI SECTION 307. TOILET AND BATHING ROOMS (ICC/ANSI SEC. 603 AND 604): WHEELCHAIR TURNING SPACE: A CIRCULAR 60" DIAMETER WHEELCHAIR TURNING SPACE OR A "T" SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304 SHALL BE PROVIDED. DOORS: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHERE THE ROOM IS FOR INDIVIDUAL USE AND A 30" X 48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. LOCATION: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. WATER CLOSET CLEAR SPACE: CLEARANCE AROUND THE WATER CLOSET SHALL BE 60 INCHES MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL, AND 56 INCHES MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE WATER CLOSET CLEARANCE. OVERLAP: THE CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, TISSUE DISPENSERS, ACCESSIBLE ROUTES AND CLEAR FLOOR OR GROUND SPACE OR CLEARANCES AT OTHER FIXTURES AND THE WHEELCHAIR TURNING SPACE. WATER CLOSET HEIGHT AND CONTROLS: THE TOP OF WATER CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX. ABOVE THE FLOOR OR GROUND. SEATS SHALL NOT RETURN AUTOMATICALLY TO A LIFTED POSITION. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND -OPERATED FLUSH CONTROLS SHALL COMPLY WITH ICC/ANSI SECTION 309. GRAB BARS: GRAB BARS SHALL BE PROVIDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CLOSET. SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MIN., 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE REAR WALL. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 INCHES AND 41INCHES ABOVE THE FLOOR WITH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES FROM THE REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MIN. AND EXTEND FROM THE CENTER LINE OF THE WATER CLOSET A MIN. OF 12 INCHES ON THE SIDE CLOSEST TO THE WALL AND 24 INCHES MIN. ON THE TRANSFER SIDE. DISPENSERS: DISPENSERS SHALL COMPLY WITH SECTION 309.4 AND 609.3. WHERE THE DISPENSER IS LOCATED ABOVE THE GRAB BAR, THE OUTLET OF THE DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 36 INCHES MAX. FROM THE REAR WALL WHERE A DISPENSER IS LOCATED BELOW THE GRAB BAR, THE OUTLET OF A DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 42 INCHES MAX. FROM THE REAR WALL. THE OUTLET OF THE DISPENSER SHALL BE LOCATED 18 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW CONTINUOUS PAPER FLOW. MIRRORS: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FLOOR OR GROUND. COAT HOOKS AND SHELVES: COAT HOOKS PROVIDED WITHIN TOILET ROOMS SHALL ACCOMMODATE A FORWARD REACH OR SIDE REACH COMPLYING WITH ICC/ANSI SECTION 308. WHERE PROVIDED, A FOLD -DOWN SHELF SHALL BE 40 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. URINALS (ICC/ANSI SEC. 605): HEIGHT AND CONTROLS: URINALS SHALL BE OF THE STALL TYPE OR SHALL BE OF THE WALL -HUNG TYPE WITH THE RIM AT 17 INCHES MAX. ABOVE THE FLOOR OR GROUND. WALL HUNG URINALS SHALL BE 13-1/2 INCHES MIN. IN DEPTH MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE WALK FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. TOILET COMPARTMENTS FOR MULTI -TOILET ROOMS (ICC/ANSI SEC. 604): WHEELCHAIR ACCESSIBLE COMPARTMENTS: WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MIN. MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES DEEP MIN. FOR WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MIN. FOR FLOOR MOUNTED WATER CLOSETS, MEASURED PERPENDICULAR TO THE REAR WALL. AMBULATORY ACCESSIBLE COMPARTMENTS: AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES DEEP MIN. AND 36 INCHES WEE. WATER CLOSETS LOCATED IN AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE THE CENTERLINE OF THE WATER CLOSET 17 INCHES MIN. AND 19 INCHES MAX. FROM THE SIDE WALL OR PARTITION. THE WATER CLOSET SHALL BE CENTERED IN THE COMPARTMENT. COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. GRAB BARS FOR AMBULATORY ACCESSIBLE COMPARTMENTS: A 42" SIDE WALL GRAB BAR SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. DOORS: COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. TOILET COMPARTMENT DOORS SHALL COMPLY WITH ICC/ANSI SECTION 404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, THE CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES MIN. THE DOOR SHALL BE HINGED 4 INCHES MAX. FROM THE ADJACENT WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. THE DOOR SHALL BE SELF -CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. COMPARTMENT ARRANGEMENTS SHALL BE PERMITTED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER CLOSET. TOE CLEARANCE. IN WHEELCHAIR ACCESSIBLE COMPARTMENTS, THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MIN. ABOVE THE FLOOR AND EXTENDING 6 INCHES DEEP BEYOND THE COMPARTMENT -SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. TOE CLEARANCE AT THE FRONT OF THE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 62 INCHES DEEP WITH A WALL -HUNG WATER CLOSET OR 65 INCHES DEEP WITH A FLOOR -MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE. LAVATORIES AND SINKS (ICC/ANSI SEC. 606): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE SHALL BE PROVIDED. HEIGHT AND CLEARANCES: THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES MAX. ABOVE THE FLOOR OR GROUND, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH ICC/ANSI SECTION 309. HAND -OPERATED, SELF -CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. EXPOSED PIPES AND SURFACES: WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS, GRAB BARS (ICC/ANSI SEC. 609): SIZE. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS -SECTIONS: GRAB BARS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A CROSS SECTION DIMENSION OF 2 INCHES MAX., AND A PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. AND WITH EDGES HAVING 1/8 INCH MIN. RADIUS. SPACING: THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE BETWEEN THE GRAB BAR AND OBJECTS BELOW AND AT THE ENDS SHALL BE 1-1/2 INCHES MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES MIN. POSITION OF GRAB BARS: GRAB BARS SHALL BE MOUNTED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE THE FLOOR. SURFACE HAZARDS: GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A RADIUS OF 1/8 INCH MIN. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. INSTALLATION: GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE LOCATIONS SPECIFIED IN THIS STANDARD AND THAT DOES NOT OBSTRUCT THE CLEAR FLOOR SPACE. STRUCTURAL STRENGTH: ALLOWABLE STRESSES IN BENDING, SHEAR, AND TENSION SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. SIGNAGE (ALL SIGNAGE TO COMPLY WITH ICC/ANSI CHAP. 7): ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH ICC/ANSI SECTION 703 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A WHITE FIGURE ON BLUE BACKGROUND (COLOR NO. 15090)IN FEDERAL STANDARD 595A. EXCEPTION: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS DECOR OR A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS DETERMINED BY AN ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION. CHARACTERS: LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN. 1/32 INCH AND ARE TO BE SANS SERIF TYPE FONT. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN. STROKE WIDTH. BRAILLE: CONTRACTED GRADE 2 BRAILLE SHALL COMPLY WITH SECTION 703.4, AND IS TO BE USED WHEREVER BRAILLE IS REQUIRED. WHEELCHAIR ACCESSIBLE PUBLIC TELEPHONES (ICC/ANSI SEC. 704): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. THE CLEAR FLOOR OR GROUND SPACE SHALL NOT BE RESTRICTED BY BASES, ENCLOSURES, OR FIXED SEATS. WHERE A PARALLEL APPROACH IS PROVIDED, THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES MAX. WHERE A FORWARD APPROACH IS PROVIDED, THE DISTANCE FROM THE FRONT EDGE OF A COUNTER WITHIN THE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 20 INCHES MAX. OPERABLE PARTS: THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SECTION 309. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. TELEPHONE DIRECTORIES: WHERE PROVIDED, TELEPHONE DIRECTORIES SHALL COMPLY WITH ICC/ANSI SECTION 309. CORD LENGTH: WHEELCHAIR ACCESSIBLE TELEPHONES SHALL BE EQUIPPED WITH A HANDSET CORD LENGTH OF 29 INCHES MIN. VOLUME -CONTROL TELEPHONES: TELEPHONES WITH VOLUME CONTROL SHALL BE EQUIPPED WITH A RECEIVER VOLUME CONTROL WITH A RANGE THAT PROVIDES 12 DB OF GAIN MIN. AND 20 DB OF GAIN MAX. AN AUTOMATIC RESET SHALL BE PROVIDED. TELEPHONES SHALL BE HEARING AID COMPATIBLE. TTY: WHERE USED WITH A PAY TELEPHONE, TEXT TELEPHONES SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW CONNECTION OF THE TTY AND THE TELEPHONE RECEIVER. WHERE PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TTY ARE PROVIDED, THEY SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE ENCLOSURE. THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHALL BE CAPABLE OF ACCOMMODATING A TTY AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA WHERE THE TTY IS PLACED. e MAX. fl R WnTN DRTANCF -----T--- I I I -S I I I j PROTRUDING OBJECTS 0 m a, CV 1'-6" ACCESSIBLE SIGNAGE LOCATION SCALE: 1/2" = 1'-0" ICC/ANSI CHAP. 7 0 -- 2'-O" MAX. DEPTH - FOR MIN. CLEARANCE 2'-8" MIN. W4/ � / i /ii i I]/ S-0" MIN. REACH RANGES SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 308 �\ArND FOR Ek BODE COM LE® CE APP0 APR 1 1 2015 City of Tukwila BI IL �, IVi� I, " 1 ,E- 1xy¢ r I � ,« .fi�� aA Y 11 u,. s RECEIVED CITY OF TUKWILA APR 0 9 2015 PERMIT CENTER 70 REGISTERED l Z II_ c �H ro A. de Magalhaes Castro I STATE OF WASHINGTON U tl-1 c0aca�vd-6 J-_ Cv .J o .�a..i+ dG_noa� °oo 72.c : ° 0 .Q) �o.°co00EcNno-0 o � E -5 -6 a-. - N ".R . - . rn a2'3 anO >�aNn�co �..c. NC7 c co- Ot 'vO iC Noo3a.- �°0 ��= oE ai,,o a�oc L`dcEo°)E,,o3v aV� OaV0 F, Ca Do .5 °'°°w ° c No .` vN>' �S x3wo 00 `. O ° N°JaNwoOy - wN°° °c E�LOS4NCCCNjo p,ra0 ,5°0� 4;0o 0�o.N"=6dLa v, 3En.o U aQQ_a CIuo . In C=> C'4 m � O E J r00 E. N c� 8a U oclo m `F co . W Cn O Ob U a) o =N U x � � . V '0 c a � ca >< co U o � u- z-o 0 82 i0 G)lw <C�ooEmu 0)QWco IC) - 00 0 V_ 0) �Cal co"r 00 I- U U O a W a. U) I Z m. z Q O co CC) Lu 00 3: Q� d oo rn W 0 3y 3/ 0L (� I- I < 1-4w w o� REVISIONS NO. DATE BY Al 0 A 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 04/09/15 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: AS NOTED PLOT DATE: 04/08/15 CAD FILE: 15-050 A03 JOB NUMBER: 15-050 CHECKED: DM DRAWN: STATUS: ISSUE FOR PERMIT ICC A117.1-2009 GENERAL CODE NOTES & DETAILS CURB RAMPS (ICC/ANSI SEC. 406): CURB RAMPS SHALL BE 36 INCHES WIDE MIN., EXCLUSIVE OF FLARED SIDES. CURB RAMPS AND THEIR SIDE FLARES SHALL NOT SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304, 305 & 306 nMagalhaes T OACH - P SH D PU TCH AP OA - SID HI APPROA - PU E T APPROACH - PULL D i PPROA - P SH SI EI.C.C. 404 DOORS AND DOORWAYS:FRCV APPR U AN LL SIDES � PR CH PU�I E NGE CH LL �D LA CH SI Eastro404.1 GENERAL DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. i APPROACH — — — CLEAR i N 404.2 MANUAL DOORS. MANUAL DOGS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH THE REQUIREMENTS OF IA 1� SECTION 404.2 I FLOOR I — — — — — — — EEOr--------CLEAR i SPACE 1 FLOOR I F-T------ CEA- Rl 404.2.1 DOUBLE -LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES Of DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS I I FLOOR I I SPACE I I I FLOOR 1 404.2 2 AND 404.2.3 o i I SPACE I APPROACH4> I `� I v APPROACH I I SPACE I U t t v v t r o t 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING APPROACH r I I - I I �- I I I C APPROACH a .> o 4 o � o N hC- y 'CO, v n V N.�L r 1 t- C DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS, DOORS AND DOORWAYS 1'-6" I 2'-0" I 3' 6' I 2'-0' I I X I 22" MIN. I � N a >,° " N WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS MIN. I I — r C c ° c ° - w _ N = c = o vy v.cvooE= a°'� INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND a > ° c CL 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. — — — — — u y E� vvi a 2 3 a->., " a� °c o - .� Q C C� U O j EXCEPTIONS CLEAR c 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE FLOOR I X I ©*0 ° o ° E o o" N N o E FLOORSPACE rn o v ,2 ». > o .° ° z I I I ---------- o vu_�_ >, T2 N'O c c C 3'D af0",L,, O a- 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE � - � ° v N ° = w In N Z ° ° o I I I o d 5 a`E0tdl-t+�°wo STOP. I— CLEAR —I N` t` L� X - v FLOC 404.2.3.1 FLOOR SURFACE FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL I I I I SPACE I 5'-0° O o w ".: w l ° ° ° a o ° ° N COMPLY WITH SECTION 302 APPROACH I I rnoo.�°'Ed"�Ea�a�0oa o�' � c cam, • a, b8o rc*" _ NOTE: Y= 3 -6 MIN.; Y=4-0 MIN. IF DOOR oa ` ` o o N o 404.2.4 THRESHOLDS AT DOORWAYS. IF PROVIDED. THRESHOLD AT DOORWAYS SHALL BE 1/2 INCH MAX. IN HEIGHT. RAISED THRESHOLDS AND CHANGES `i HAS A CLOSER; v a a a - z o 0 3 ¢ E a n o o. NOTE: X = 1'-0' MIN. IF DOOR HAS � A NOTE: Y= 3'-6' MIN.; Y=4'-0' MIN. IF DOOR APPROACH I • IN LEVEL. AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. (MIN.) NOl>r Y= 4-0 MIN.; Y=4-6 MIN. if DOOR HAS X = 12` MIN. IF BOTH CLOSER AND LATCH ARE Boom CLOSER AND A LATCH HAS A CLOSER I A CLOSER PROVIDED A 0 3'-00 I 0 (-.� co o Cc':)) -0 J CD � C OO U °� FAIMINIMMH ca cu MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS Zcm 1 °E' SCALE: 3/8" = V-0" ICC/ANSI SEC. 404 co N co ml co ice- N p, M 60" CLEAR MIN. 60 CLEAR MIN. 60 CLEAR MIN. 00 cr) o MAT EDGING 1RANSIIIQN 15/8' 00 ~ 0 INSULATE HOT WATER PIPES AND (MANNINGTON 425) DRAIN TO PREVENT CONTACT N X v t1l, LINE OF REQUIRED CLEARANCE MIRROR " EQUIPMENT PERMITTED II 1-5 TO 1-7 CONCRETE TO WALKOFF MAT IN SHADED AREA 1 1/2' CERCO T' TRANSITION (MANNINGT(N 360) ' ti � N iV cV _Z M I PINLESS METAL TRACK (MANNINGTON /��)(�\ /j 980) CONCRETE TO RUBBER MAT \ \ \ M \ KNEE CLEARANCE 8" MIN. 6" MAX. TOE CLEARANCE KNEE CLEARANCE 8' MIN. f7 6" MAX. TOE CLEARANCE RUBBER RAMP TRANSITION (MANNINGTON / - xx y��� ,�; , y��, 1- '5" MIN. DEPTH t1Eli P..` r �a; / A \ 2-D MAX. / :..� j � .�-� \ � .� 1'-5` MIN. 1'-5" TO 1'-7` CONCRETE TO RUBBER FLOOR O METAL STRIP \ _ TRANSITION 21/2• \ — — — — — I -CLEAR — — — — n I —CLEAR Z I Fl-0� LL ° >< �� o (SPACE cli L------------ W CONCRETE TO TILE FAI 0t F-- 'SUPER IMPERIAL REDUCER' TRANSITION 4'-0" MIN. 1'-7" MAX. V 4'-0" MIN. (MANNINGTON 705) 1 15/16' 00 O �31`` �bs,i x;. t n CLEARANCE AT TWO DOORS IN SERIES LAVATORY CLEARANCES DRINKING FOUNTAIN CLEARANCES �` '.; Wit �y{f7e��y�� ��°T �/ ° ;FX°'t,,8's t . i?x� X 0 - 8 - w SCALE: 3/8n- 1-0n ICC/ANSI SEC. 404 SCALE: 3/8n- 1 -0n ICC/ANSI SEC. 304, 305 & 306 SCALE: 3/8n- 1i-0n ICC/ANSI SEC. 304, 305 & 306 w w CONCRETE TO CARPET • W Q UNDERSLUG REDUCER' TRANSITION (MANNINGTON W U-) 735) 1 5/8" fn z u- M ~ FINISH FLOOR LEVEL WED FOP' REVISIONS CONCRETE TO COMPOSITE TILE (MCI) THRESHOLD C®®E COMPLIANCE NO. DATE BY FLOOR FINISH ApPlR®%JED Al 'SUPER 2' T' TRANSITION (MANNINGTON 935) �� APR 1 2015 0 2' Q n City Of T&w WON lic'3t 4 / G prvis S PINLESS METAL TRACK (MANNINGT(NI A 980) j ISSUE DATES CARPET TO RUBBER 'TILE CARPET JOINER' TRAN911ON 2 DESIGN APPROVAL: 1' �11 ¢ (MANNINGTON 150 PERMIT SUBMITTAL: 04/09/15 7< PERMIT RECEIVED: � � N ��:: �, ,,,',„s >x BID DOCS- S11, /MB 7 7 7 7/ / CONSTR. DOCS: d- COMPOSITE TILEEfMCT) TO CARPET 15%=0100 AS NOTED 04/08/15 "CERCO EDGE 1' TRMSI¶ON 1 1/2' PLOT NOTE CAD FIDL.ETE. 15-050 A03 (MANNINGTOFI 150) RECEIVED INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE JOB NUMBER: 15-050 .y�. CITY OF TUKWILA THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE CHECKED: DM BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO APR 0 9 2015 DRAWN: VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. PERMIT CENTER STATUS: ISSUE FOR PERMIT PINLESS METAL TRACK (MANNINGTON 980) TILE TO RUBBER FLOOR ICC A117.1-2009 GENERAL CODE DETAILS FLOORING TRANSITIONS THRESHOLDS 10 SCALE: V-0" = V-0" FOR REFERENCE SCALE: 6" = V-0" ICC/ANSI SECTION 302 & 303 A004 KEY NOTES CVICTIAIC _ AIn MIDI/ FLOOR PLAN TiLT-UP SEISMIC SCALE: 1 /8" = V-0" a NO WORT( AT SHADED AREA (KEY NOTE NOT SHOWED ON PLAN) ID EXIST DOOR TO BE LOCKED FROM INSIDE AND INSTALL SIGN 'DOOR BLOCKED FROM INTERIOR' ID NOT USED. L"J RELOCATE EXISTING DOOR, PATCH AND REPAIR AS REQUIRED D NOT USED a EXISTING COOLER AND FREEZER - NO WORK F7 NEW PLUMEING WALL ® NEW WALL PARTITION ® NEW INSULATED WALL FOR NEW FREEZER - BY OTHERS 10 EXIST TRENCH DRAINS 11 NEW STRIP CURTAIN AT OPENING NG A5.1 12 EXIST FLOOR DRAIN 13 FUTURE DOOR - PHASE I WITH STEPS AND CONC. LANDING. 14 NEW HAND SINK 15 NEW (3) COMPARTMENT SINK 16 SEISMIC REINFORCEIM PER STRUCTURAL. REFER TO STRUCTURAL PLANS FOR ROOF DIAGRAM SEISMIC RETROFIT DETAILS. 17 ELECTRIC SLIDING INSULATED DOORS, BY OTHERS - DOOR WILL NE EQUIPPED WITH MANUAL RELEASE SO IT CAN BE OPERATED MANUALLY. PLAN NOTES A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. All PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN, IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. B 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. C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MOO 'CLEAR' OR 'CLR' SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF Ali WALL FINISHES U.O.N. D. DIMENSIONS MARKED t MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECTS APPROVAL E. NOTIFY ARCHITECT IN WRITIiG OF ANY DISCREPANCIES OR CONFLICTS iN THE LOCATiON(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALUTION. F. REFER TO SIMFET AO.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATKINS, AND SCHEDULES. Q DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. H. 'ALIGN' MEANS TO ACCURATELY LOCATE FINISHED FACES iN THE SAME PLANE J. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS K. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB LEVEL, SQUARE AND TRUE. L REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDWATKXN BETWEEN DRYWALL/MILLWORK CONDITIONS. M. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL RE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. N. 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 & BLOCKING TO REFIRE TREATED. P. GC TO PROVIDE SHOP DWGS FOR CASEWORK. R. REPLACE ALL DOOR HARDWARE W/ ACCESSHBLE HARDWARE LEVERS.. TO COMPLY WITH IBC SECTION 1008 S CLEAN AND SEAL ALL L>a_� ® FLOORING. RE�rT O FOR CODE CIVt NCE APPROVEDRECEIVED APR 1� 2015 CITY OF TUKWILA APR 0 9 2015 City of TuI �tSlOh! WILDING DI PERMIT CENTER WALL LEGEND PARTITION WALLS: 31/2' MTL•STUDS (25 GA.) AT 16' O.C. WITH 5/8' Gm PARTITION WALLS: 6' MTL STUDS (25 GA.) AT 1V O.C. WITH 5/8' GO UP TO EXISTING STRUCTURE NEW DOOR. DOORS THAT ARE NOT DIMENSIONED ARE TO BE LOCATED A MIN. 4' FROM ADJACENT PERPENDICULAR WALL FINISH. INSULATED PANEL WALLS BY OTHERS NEW B/S RELITE REFER TO WINDOW SCHEDULE AND SHEET A2.1 FOR LOCATiONS. EXISTING CONSTRUCTION TO REMAIN. p FEC ARE EXTINGUISHER LOCATIONS. LEGEND NOTES: 1. PROVIDE WATER RESISTANT GWB IN All WET AREAS, AND BLOCKING BEHIND ALL FIXTURES. rt111i REGISTERED (J ro A. de Magaihaes Castro STATE OF WASHINGTON N C C E F- ,✓ ,�+ r+ d p N a J .noapi oEo�ii�ncyLID oa�� o °ate °a000E�ca°1� v °E_ v c•-a� - a °o n y OOpCCOw¢ a..Cpoa3 o� ° AOvo O 0 3 '00° E-0,2 'a )L�aE 00 CC'CC N"'0 U a"'• ° ° ° to O •.- 7 In t yZ o Tp L U >�O r N 4),E — O N 5 U 0 C L 5 L 2 O 2 L L J s ««oo,ovEi�-:50Eo�ova� smaoio..ccc a 'ti-Lt U ¢a+O 0 >UU N•- U p ¢¢.cz o N 0'0 0 0 ° a � � � E� ocn U �ON-T LO Cl)- ml (� O OHO U ° E--1 _ o N U V h�l x = N N C ¢ U oca x `'' ca a Lcu Z L rn 05 cc o cv E � M E00 �, o M co 0 0 _rn CL a 00 F-- U v, V O F— w U) z O 00 00 d W > � 0 Q X W �'S Y W Lj- REVISIONS NO. DATE BY Al A 0 0 A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 04/09/15 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: i��rrrrr�rrrrrrrmr PLOT DATE: 04/08/15 CAD FILE: 15-050 A21 JOB NUMBER: 15-050 CHECKED: DM DRAWN: RY STATUS: ISSUE FOR PERMIT Z FURNITURE, FIXTURES & EQUIPMENT SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY, AND IS NOT IN CONTRACT. U.O.N. OUMLC: 1/0 = I -U t-UK Ktl-tKtNL:t UNLY DUMPSTER Ep FOR ®pE cOP ED CE RPP?l ®v . NPR 11 205 City of-ruy"wila BL1IL.OING 01V1SION ..ro.., �. s� t y< RECEIVED CITY OF TUKWILA APR 0 9 2015 PERMIT CENTER REGISTERED ��ii ro A. de Magalhaes Castro I STATE OF WASHINGTON U 00�0, aNp�^c C000•�-0 J 'C NCCE00 FE+.L+.t'=+0:'i U O ' c. 0 0- 0 J �045 oE09,QA20 .o c CD.� a `oy` �vr000Eca°c'a a r a> `c-c ai a23 4)2 �>.Yc' a0oc N ,• o. �a�oI c �co Q ma?+ "-6, a3: cNc c- 5 o m a. y o C w o a) ar-awc of 0 E v) .oEco '2: .'vO,J a� o 0 0o" oo0w3 U) o — N o'�'-Dom E TO ° `3v a5:E c-°aE Fc0 cocc_ „u)-o 0 O-"- O L m 0 0 �'� 2 In N 0 Q.0 N TooZ� N N c O r- N S m E o a(j•3- m° n o 0 O .+ U 0 L -o, JO..-O v 01 rN+ U V �.�+ E o 6-c .�o 0 0 V O N p, QCa1 . -teOOU7--c:T.oO -o coU o) o QQ�Z o 3v oo 3Q E'aa0o a 00 LID O [-� N O c d rn `r U a? LO �? M W C 0U U) —000 o [--4 H _7 CM � U co N N N Q fA U C Z?LL rn� cv a a EM E ch N � 00 Ml to � p d' CC) CL M N 0 00 9 U D 0 O ii W EL �JZ ` o 00 00 >CO w Y s N g W w ~O Q z u,- M 1— REVISIONS NO. DATE BY 0 0 A 0 A 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 04/09/15 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 04/08/15 CAD FILE: 15-050 A21 JOB NUMBER: 15-050 CHECKED: DM DRAWN: RY STATUS: ISSUE FOR PERMIT FIXTURE PLAN SCHEDULE NOTES DOOR SCHEDULE DOOR TYPES SCALE: 114" = 1'-O" REFER TO PLAN FOR DOOR SWING DIRECTION AND HAND PER SCHED. HORIZONTAL SLIDE TRACK PER SCHED. \ Cv7 Al O O STEEL ANGLE SIDE OF DOOF AIR CURTAIN BRACKET 11 AIR CURTAIN SCALE: 1" = 1'-0" FRP-1 TRIM ONO EQUIP BY C( BASE EXIST ROOF TO REMAIN EXIST FIRE SPRINKLER L EXIST FIRE SPRINKLER N RELOCATED INSIDE THE NEW COOLER/ FREEZER , SECTION AT NEW FREEZER SCALE: 1 /2" = 1'-0" GENERAL SCHEDULE NOTES: A. FIELD VERIFY EXISTING FRAME SIZES. B. LOCATIONS OF SAFETY GLAZING: OPENINGS VIITH A VERTICAL EDGE WITHIN 24" OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60" A.F.F., AND; OPENINGS NEETING ALL OF THE FOLLOWING: 1. BOTTOM EDGE LESS THAN 18" FROM FLOOR. 2. TOP EDGE GREATER THAN 36" ABOVE FLOOR. 3. GLASS AREA GREATER THAN 9 SQUARE FEET. 4. WALKING SURFACE WITHIN 36" OF THE GLASS UNIT. OTHER LOCATIONS AS REQUIRED BY THE IBC, AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR. DOOR SCHEDULE NOTES: A. REFER TO FLOOR PLAN, SHEET AO.3 FOR ADDITIONAL DOOR AND HARDWARE NOTES. B. MAIN EXIT DOORS SHALL HAVE A KEY LOCKING DEVICE. THERE SHALL BE A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. C. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. D. BARRIER FREE ENTRANCE EQUIREMENTS: LANDINGS AT DOORS SHALL BE NOT LESS THAN 60 INCHES IN WIDTH AND IN LENGTH ON THE DOOR SWING SIDE: FLOOR AND/OR LANDING ADJACENT TO DOOR SHALL BE NOT MORE THAN 1/2"INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. E. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 INCH PER FOOT. F. NEW SWING DOORS TO BE LOCATED 4" OFF ADJACENT PARTITIONS TO ALLOW FOR B/S DOOR TRIM, U.O.N. G. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS. HARDWARE SCHEDULE NOTES: A. GC TO VERIFY THAT ALL (E) HARDWARE (EXISTING TO REMAIN) IS IN GOOD WORKING ORDER, AND MEETS TENANT SPECIFIC REQUIREMENTS. B. ALL DOOR HARDWARE TO COMPLY WITH ADA GUIDELINES. C. ALL CLOSERS TO BE LOCATED ON INTERIOR OF SPECIFIED ROOM. D. ALL NEW HARDWARE PER B/S STANDARDS AND CODE REQ. G.C. TO ASSESS AND REUSE (E) INVENTORY OF DOORS AND HARDWARE. E. ALL FINISHES TO BE SATIN CHROME OR S.S.. REFER TO FLOOR PLAN FOR RH OR LH SWING. HARDWARE GROUP #1 EXIT NUMBER DESCRIPTION 3 PR HINGES 0500384179 4 1/2" x 4 1/Y 1 EA PANIC HARDWARE 1 EA PUSH/ PULL BAR 1 EA CLOSER 1 EA LOCK SET 1 EA WALL STOP DR. NO. SIZE DOOR FRAME DETAIL HARDWARE FIRE GLASS REMARKS MATERIAL THICK TYPE MATERIAL TYPE RATING TYPE 131A 3'-0 X T-O" PLYFOAM 4" A HM N/A NIA PLYFOAM SWINGING COOLER DOOR MARK IV SINGLE LEAF HORIZ SLIDER - THE DOOR WILL BE EQUIPPED WITH MANUAL 129A 8'-0" XI 0'-0" PLYFOAM 4" B ALUM. NIA N/A RELEASE SO THAT IT CAN BE OPERATED MANUALLY 129E 3'-0 X T-0" 1 PLYFOAM 4" A HM N/A N/A PLYFOAM SWINGING FREEZER DOOR 129C 1 3'-0 X T-0" 1 PLYFOAM 4" A HM N/A NIA PLYFOAM SWINGING FREEZER DOOR �ijEl7 FOR CODE COW11P�A CE /APPROV APR I 1 201 City Of Yu"ila CULLcw� IVI ON far RECEIVED CITY OF TUKWILA APR 0 9 2015 PERMIT CENTER 7855 REGISTERED � IT ..evc -o A. de Magalhaes Castro I STATE OF WASHINGTON t Jr00to'c0 'ONO✓+a Cc wo cn�ccE�� u o• o 0 J a0a0, oEok :E'. y a °y rev. � avid' o `or000 =yI E'Eigoa�+.o ai n2 oarnb0>-i! s'o C Q ccw t°i0`a3Zaop,�o vaQ c o E r Eby€c° »p'-.`3wyav" N U p N v 0 N L o y 7 0) 0-- o°-EZ.'?3:o pro o 'o8o E 8o•cki4, yu�a 2 a). c c c �!:-0 to O.>, -Z.° 0 aC C y N C �.Y ',6 y OU C 1 y y jL S y E O 0.V 3 7 0—c N >�` sv axi-� Oo° +' 00E O y C)E 0—..O, O N V O d O� +' 00 O C C Cy p 0 y y C y L N N �� y 0 L v ¢¢`¢`-z 0-a q 3a E n'o_u o 2. [-� CD N M N O M pE Q, - U'N-T LO U uiN ml W C) 00 cn C) 0o U I-, H x d- N N N cc": a commmm U � o z � c m <C SDca o C:) E c� N 00 ..-. aoco O LO N rn CIO 00 M (U o 00 F- U VLJ V O ry w z ..J z coo 00 zWv- W Ill ©� Y W W LL C Y zILLcM I - REVISIONS N0, DATE BY Al A 0 0 A 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 04/09/15 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 04/08/15 CAD FILE: 15-050 A51 JOB NUMBER: 15-050 CHECKED: DM DRAWN: RY STATUS: ISSUE FOR PERMIT AT SANITIZE 130 SCALE: 1 /2" = 1'-0" arwints Natural Pet Products 'Tenant Improvement L 11 ?MM46WT 1; -5 unc-z"T"'" I C;. ,tte 4- wf R0D2-, "%r5t.Jl". "ell �. for s (f,) " I D M-* t pi 67 zx4-6 Inc 1Wl&wrtG ftW-*tbF-#4P MAUL ti''�td„5 350 Treck Drive Tukwila, Washington 98188 Structural Engineering Calculations For Magellan Architects 8383 158th Avenue Northeast, Suite 280 Redmond, Washington 98052 By Coffman Engineers Inc s f I La' I i r xv T= t7,y f I SPECIAL INSPECTION 1 _ SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, IN CONTRACT WITH THE GINNER AND APPROVED BY THE ARCHITECT AND THE BUILDING OFFICIAL, SH.AL L BE REQUIRED FOR THE FOLLOWING TYPES OF WORK (SEE THE PROJECT SPECIFICATIONS FOR FURTHER REQUIREMENTS): ITEM BUILE)RIG CODE REFERENCE STEEL 1704.3 DETAIL %ifERIFICATION WELDING OF STRUCTURAL STEEL WELDING OF REINFORCING STEEL WELDING OF COLD FORMED STEEL HIGH STRENGTH BOLTING CONCRETE 1704.4 SPECIFIED fc GREATER THAN 2000 PSI PLACING OF REINFORCING AND PRES 71RESSING STEEL SPECIAL SYSTEMS 1704.15 EXPANSIORIEPDXY ANCHOR BOLTS V rw ao "°c' oc °ro�° cEo j °p° a O .ON of OO N CND-p06 ° O yE` OL O° O E c N O_O� a 0.;,) `oc .E 00 v? Q c c u o` Q 3 Q o m o U c O U c p t ° EN �E�° '-3w���" a° �.v°C`ONO ME 0 Eccc3�aN�oaE .• f-coo o°p' - Now .�-� 3 V N V p.0 N C LZ�S N O° N C >:5 N E ° X•iJ •3— (—/1 O ++ Np OE L E N O -c Nam+ U 0, N U c--� W N V O N as i O U _ U U N U .0 N � c U L U ¢QQ-zp `ow u 3a E'aac°0 v R L 0 U) U D Q 0 F— w 0_ UJZno zo �zW2 ._�/Q?o � W LU W w 7 QZ LL M i— REVISIONS NO. DATE BY A A A 0 A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 04/09/15 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 04/08/15 CAD FILE: 15-050 S11 JOB NUMBER: 15-050 CHECKED: DM DRAWN: COFFMAN ENGINEERS STATUS: ISSUE FOR PERMIT THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE Washington State Building Code International Building Code IBC (2012) STRUCTURAL LOADS CEILING LIVE LOADS: WIND LOADS: 10psf 5 psf Interior walls EARTHQUAKE LOADS: Seismic occupancy category: I Seismic importance factor, le = 1.00 Mapped accelerations, Ss = 1.447 S1 = 0.539 Site class = D Design accelerations, Sds = 0.965 Sd1 = 0.539 Seismic design category: D Basic seismic force resisting system: Steel Storage Racks Analysis procedure used: Equivalent lateral load procedure ANCHORAGE TO HARDENED CONCRETE Where expansion anchors are specified, use "Hilti Kwik Bolt TZ" (reference ICC Report ESR-1917.) Where epoxy anchors are specified, use "Hilti HIT —RE 500—SD" or "Simpson SET—XP" (reference ICC Report ESR-2322 and ESR-2508). Where screw anchors are specified, use "Simpson Titen HD" (reference ICC report ESR-2713). "Hilti HIT —RE 500", "Hilti HY-150", and "Simpson SET" may not be used, unless specifically pre —approved by the Structural Engineer. Use ASTM A193 Grade B7 threaded rod, unless otherwise noted. Holes must be cleaned of dust and debris and be free of standing water when epoxy is installed. Special inspection of epoxy anchors is required. Do not cut any reinforcing bars to install anchors. Defective holes shall be filled solid with epoxy. For any substitutions to the above, the contractor shall submit to the Structural Engineer manufacturer's literature describing the anchors and listing ICC approved allowable shear and tension values. STRUCTURAL STEEL Wide flange shapes to be ASTM A992,Fy=50ksi. Channels, angles, and plates to be ASTM A36, Fy=36 ksi. Pipe columns to be ASTM A53, grade B, Fy=35 ksi. HSS structural tube to be ASTM A500, grade B, Fy=46 ksi. All steel except steel embedded in concrete shall be given one shop coat of approved paint. Welds to be 3/16" minimum continuous fillet, by certified welders using E70xx electrodes. All welding shall be performed in strict adherence to a written welding procedure specification (WPS) per AWS D1.1. All welding parameters shall be within the electrode manufacturer's recommendations. Welding procedures shall be submitted to the owner's testing agency for review before starting fabrication or erections. Copies of the WPS shall be on site and available to all welders and the special inspector. Steel to steel bolted connections are shown to be bearing —type connections using A325 bolts with threads included in the shear plane. Hole size shall be in accordance with AISC specification for bearing connection and bolts shall be tightened to snug —tight condition. Where not specifically shown by detail, connections shall be bolted frame beam connections per RISC standards. During erection, structural steel shall be secured from collapsing with temporary bracing. COLD FORMED STEEL (CFS) Cold formed carbon or low —alloy steel framing members shall be manufactured by a member of the Steel Stud Manufacturers Association, SSMA, and shall comply with ICC report ESR-3064P. All material shall be galvanized and conform to ASTM A653. All 12, 14, and 16 gauge (97, 68 and 54 mils thick, respectively) material shall be Grade 50 (fy= 50 ksi). All 18, 20, 22, and 25 gauge (43, 33, 27 and 18 mils thick, respectively) material shall be Grade 33 (fy = 33 ksi). The design, installation and construction of load —bearing and non load —bearing steel framing shall be in accordance with the current AISI Specification. COLD FORMED STEEL (CFS) CONNECTORS Screws shall be self —drilling, thread —cutting tapping screws conforming to SAE J78, with ICC approval. Penetration of screws through joined materials shall not be less than 3 exposed threads. Maximum screw spacing shall be no greater than 12" oc. Where plans and details specify #8, #10, #12 and #14 screws, they shall have the following properties: #8 = 0.164" dia., 12 threads/inch (8-12) #10 = 0.190" dia., 16 threads/inch (10-16) #12 = 0.216" dia., 14 threads/inch (12-14) #14 = 0.250" dia., 14 threads/inch (1/4-14) 0 Welding of CFS framing shall conform to the requirements of AWS D1.3 and shall be performed by a welder certified in accordance with AWS D1.3. Use E60xx electrodes. Fasteners shall be "Red Head Hammer —set Anchor HS-1420" connecting CFS to concrete. All substitutions shall have the written approval of the engineer of record prior to use. SCOPE OF STRUCTURAL ENGINEERING SERVICES The Structural Engineer has performed the structural design and prepared the structural working drawings for this project. The construction must be performed in strict accordance with the structural drawings. Any deviation from the drawings must be approved in writing by the Structural Engineer. Errors and/or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately. The Structural Engineer is responsible for the design of the primary structural system, except for any components noted above or as noted on the structural plans. Responsibility for any secondary structural and non—structural systems not shown on the structural plans rests with someone other than the Structural Engineer. The structure shown on these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to stabilize the building during construction. The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction work, nor will he be responsible for the Contractor's failure to carry out the construction work in accordance with the contract documents. Field measurements and the verification of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all (assumed) existing conditions shown on these drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or inadvertent mislabeled details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. PROJECT TEAM OWNER: GENERAL CONTRACTOR: ENGINEER: PROJECT DESCRIPTION DARWIN'S NATURAL PET PRODUCTS 350 TRECK DRIVE TUKWILA, WA 98188 PITMAN ENTERPRISES 20514 ISLAND PARKWAY EAST LAKE TAPPS WA 98391 CONTACT PERSON: ROY PITMAN 253-862=0693 PITMANEiVTERPRISES@MSN.COM LICENSE NUMBER: PITMAE*015L5 EXP: 6/21/2015 PSM CONSULTING ENGINEERS 2200 SIXTH AVE, SUITE 601 SEATTLE WA 98121 CONTACT PERSON: DAVID STUBBS, PE, SE 206-622-4580 M DSTU BBS@PSM-EN G I N EERS. COM REVIEWED -FOR CODE COMPLIANCE APPROVED APR 17 2015 City of Tukwila BUILDING DIVISION INTERIOR TENANT IMPROVEMENT. NO CHANGE IN USE. CONSTRUCT NEW FREEZER. INSTALL NEW WALLS AND CEILINGS. SHEET INDEX S1.0 COVER SHEET &GENERAL NOTES S2.0 FLOOR PLAN, FREEZER SECTION S3.0 CEILING PLAN S4.0 DETAILS S5.0 DETAILS RECEIVED CITY OF TUKWILA APR 0 9 2015 PERMIT CENTER G 11), 44 .of WAS TG� Co O� i ro c53 rU Pv SIGNALG REVISION DATE PSM Z vi w �— w O Z `0 LU 0 Z n 0 w V) 0.w z Z N �_ W 0, O 00 0) Q>Q0 N Z =>(v ° XWO U N. 10 c NOQ(N tL NV) L V CSC Z C1. p w `) 00 W 00 C1. > 00 Q � � Ltd w F_ O rZ LLB Ltr L1! Q r0 .0 W E i— O O 0 z U W O v i �7 czn JOB No. 15014 DWN BY: MB CHKD BY: MDS DATE: 02/04/ 1 5 SHEET No. simo 0 E a� 0 4 T a N FLOOR PLAN SCALE: 1/4" = 1'-0" EXIST IMP CEILING BOT OF CEILING 20'-0" TOP- OF EXIST CONC 0' -0" SECTION 9pVID S `o� wASH, �G��� o� o 332 �SSfDNAL ON rYP A 4 4 NEW 5" FREEZER IMP CEILING PANELS 4 SUPPORTED LATERALLY / GRAVITY BY RACKS PER MFR RACKS PER MFR (TYP) > > EXIST SLAB ON GRADE 4' EyVVE CODE COM Q1PPRC APR 1 i XLCity of i EUILDING x N SCALE: 1 /4" = I ' -0" U FOR r�LIANCE VED 2015 u6cwila DIVISION RECEIVED CITY OF TUKWILA APR 0 9 2015 PERMIT CENTER REVISION DATE Psm z w r w o C�ui 0 Z U w V) L h Lu n` W z ZN J Lu 00 0 CO Q Q L Z T3N E 0 x u; ,o �, U —' � Q OU<o N to N W .. CL N cn � E-- CJ 1:54 O 0 °° w "' 00 > c.L co LLI H W. O z V W Lu I- Ln 0 `� w W �0 Lit] w 0 oG JOB No. 15014 DWN BY: MB CNKD BY: MDS DATE: 02/04/ 1 5 SHEET No. mo 0 a 0 i 0 I N 3 O r. U) I 0 N I 0 LO CEILING PLAN NOTE 1: STEEL RACKING FRAME MFR DESIGN FOR GRAVITY & LATERAL LOADS FROM: a. [ELEV 20'-0"] TOTAL IMP CEILING WEIGHT 9,200# (4 PSF) (GRAVITY) b. EFFECTIVE SEISMIC WEIGHT 14,000# (LATERAL) PLAN NTS SIGN STEEL RACKING FREEZER PER NOTES & 1b . � 0� i ppR 1 � 2p15 ow 01 v`Lp1N� �I�I�IO� 7- W, r RECEIVED CITY OF TUKWILA APR 0 9 2015 PERMIT CENTER REVISION DATE Psm z ry W Lu 0 ui Z D U LL V) vi L h • ' W (� z ZN J W00O cn < < Lo lU Z =3N � (� Xw� �o UQUN cn N W .. N V) L� r� V O a. 0 CO LAJ CO CO GAG Q. 64 w 1w F- L w t— R.L. Q t�I Z W 0 U Q" bA W W•�� n / � /` ( % V JOB No. 15014 DWN BY: MB CNKD BY: MDS DATE: 02/04/ 1 5 SHEET No. Ammm w3mO r KIN WAI 4" 0 WALL PANEL INSTALLATION DIRECTION �- TYPICAL WALL PANEL SCALE: NTS CONT PL 5" x 16GA W/ # 14 x 34" HWH AT 12"0 INTO EACH PANEL EXIST IMP PANELS DETAIL SCALE: 3" = 1 ' -0" 4" OR WALL PE METAL CLAD 2 x 6 DOOR CASING HEADER CONDITION SCALE: NTS 3 5' NEW IMP CEILING F PANEL 20'-0" L WA'6 (LLV) W/ FAB-LOK FASTENERS AT COC EA.LEG HSS COL PER PLAN WOOD FRAME END "O ALL THREAD AT 24"OC TYPICAL CEILING PANEL SCALE: NTS 4" OR 5" IMP WALL PANEL PER PLAN EXIST CONC SLAB ON GRADE IMP WALL TO SLAB SCALE: 3" = 1 ' -0" U-CHANNEL WRAPPED WOOD FRAME END METAL CLAD 2 x DOOR CASING JAMB CONDITION SCALE: NTS NOTE: TURN L 2X2 IN ON COOLER SIDE OF WALL. STAGGER ANCHORS IF BOTH L 2x2 TURNED IN L 2x2x16GA (TYP) ��#14 x 34" HWH AT 12"OC (TYP) TOP OF CONC 0'-0" Y" x 1Y" HAMMER SET ANCHORS AT 24"OC (TYP) \—U-CHANNEL WRAPPED WOOD FRAME END R 5" IMP PANEL PLAN L 8X3X16GA W/ #14 x 34" HWH AT 12"OC EA. LEG 4" OR 5" IMP WALL PANEL PER PLAN WALL CORNER SCALE: 3" = 1 ' -0" Al 16'-0" OR 5" IMP WALL VEL PER PLAN L 8x3x16GA W/ #14 x 34" HWH AT 12"OC EA.LEG 5 IMP PANEL SUPPORTED BY EXIST IMP CEILING CEILING TRANSITION DETAIL SCALE: 3" = 1 ' - 0" CONT PL 10" x 16GA W/ #14 x 4" HWH AT 12"OC INTO EACH WALL PANEL NEW 5" IMf WALL PER PLA[ DETAIL SCALE: NTS IMP EL +� i �r x 74 nvvn NT 12"OC EA.LEG CONT PL 10" x 16GA W/ #14 x 4" HWH AT 12"OC INTO EACH WALL PANEL 20'-0" w/ AT 12"OC 4" OR 5" IMP WALL PANEL PER PLAN EXTERIOR WALL TO CEILING SCALE: 3" = 1 ' - 0" EXIST IMP WALL PANEL PARTITION TO WALL SCALE: 3" = 1 ' -0" BOT OF CEILING PER PLAN SECTION SCALE: 3" = 1 ' -0" um nni loin 3x16GAxO'-6" AT 3'-0"OC W/ (2) # 12 x 4" HWH EACH LEG ((4) SCREWS TOTAL PER ANGLE) STEEL RACKING FRAME BY MFR BOT OF CEILING QV -PER PLAN MP CEILING PLAN FOR Owe COOP L ®CE DPP®� ppR 1 � 2015 O� 011 pl\jjs 00 �UIhOIN RECEIVED CITY OF TUKWILA APR 0 9 2015 PERMIT CENTER REVISION DATE Psm Z vi W Lu 0 C� W 0 Z D U uj N vi DN 0 Z Z r'. _ J Wco0� > 00 QQLo N Z 7 Q X w '0 C! U N -i ODQ*10NO cn N W .. CL 04 v) CL ce Z �- o �.. 00 00 CS. ►�- > 00 cG 0% yj L LLa .... taC Z W Z 0 0 cc Lu r-+ cn G] JOB No. 15014 DWN BY: MB CNKD BY: MDS DATE: 02/04/ 1 5 SHEET No. 84m0 a N m 0 in T 0 N i 3 a 0 LO cn i a col lq- REVISION DATE SHOP WELD ALL AROUND tL) UUM, JLIAD DETAIL R PLAN 1 %4/2x0'-9 2" W/ 0 EXP.ANCHORS OC (4" EMBED) HSS COL PER PLAN IMP WALL PANEL PER PLAN DETAIL IMP CEILING PER X PLAN 5. OPTICNAL SPLICE LOCATION (FABFICATOR COORD W/ GC) SHOP WELD ALL AROUND Ah BOT OF CEILING PER PLAN I I � L 6x4 PER W/ I I 3„ PLAN (TYP) ;P.ANCHORS I PL 516x3x0'-4" W/ (2) %"� EV 3/16 BOLTS W/ WASHER & NUT HSS COL PER PLAN I (TYP) W/ V4" CAP PLATE SHOP WELDED DETAIL SCALE: NTS SCALE; NTS SCALE. NTS Mo ''c*iLING PER BOT OF CEILING PER PLAN . 6x4 PER 'LAN (TYP) '6" PL COL PER PLAN h IRV ppR 1 � 2p15 C'M°1R\J\S'O®A �VILC�6�G RECEIVED CITY OF TUKWILA APR 0 9 2015 PERMIT CENTER r U z V n1l w �- w 0 C7 o z U w N (D Lu �N N Z Z r c: J w0000 0 C7 ^, z ~>N p x W ,0 U Vn -J 0 (1�o 4 to N W .. CL N cn lL u ,24 Z m. p w con °° 00 > a. 0 imea X uLu , N Ln M � �r z W I— z 0 U wl Lu W JOB No. 15014 DWN BY: MB CNKD BY: MDS DATE 02/04/ 1 5 SHEET No, g,,fi; t � t 4 Y