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Permit D13-314 - DARWIN'S PET FOOD - TENANT IMPROVEMENT
DARWIN'S PET FOOD 350 TRECK DR D13-314 Parcel No: Address: 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 0223400045 Permit Number: D13-314 350 TRECK DR Project Name: DARWIN'S PET FOOD Issue Date: 12/10/2013 Permit Expires On: 6/8/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: ; Name: Address: License No: PANKRATZ HOLDINGS LLC POBOX 58388 , TUKWILA, WA, 98138 KEVIN SUTTON Phone: (425) 885-4300 8383 158 AV NE, SUITE 280, REDMOND, WA, 98052 GATEWAY CONSTRUCTION SRVCS INC 5602 2ND AVE S , SEATTLE, WA, 98108 GATEWCS992C3 Lender: Name: GARY TASHIJAN Address: 1505 S 93 ST, SEATTLE, WA, 98108 Phone: (206) 621-9111 Expiration Date: 3/4/2014 DESCRIPTION OF WORK: SUBTYPE: AMFG STATUS: PENDING DESCRIPTION: NEW TENANT: INTERIOR REMODEL FOR PET FOOD PRODUCTION AND DISTRIBUTION. DEMO OF EXISTING SLABS PER PLAN. REINSTALL NEW SLABS WITH INSULATED PANEL FOR FREEZERS UNDER SEPARATE PERMIT. MISCELLANEOUS FINISH WORK. ACCESSIBLE RESTROOM REVISION. VOLUNTARY SEISMIC UPGRADES. Project Valuation: $500,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm; NO Fees Collected: $8,108.64 Type of Construction: 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: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: N • • Curb Cut/Access/Sidewalk: N Fire Loop Hydrant: N Flood Control Zone: Hauling/Oversize Load: N 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: Permit Center Authorized Signature: Date: 2 I hearby certify that I have read and- ed this permit and know the same to be true and correct. All provisions of law and ordinances gov: this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: lZ \C) This 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: ***FIRE DEPARTMENT CONDITIONS*** 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 5: 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 Tess than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 6: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) • • 7: 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) 8: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 9: 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) 10: 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) 11: 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 1008.1.8.1) 12: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 13: 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 Tess, from the nearest visible exit sign. (IFC 1011.1) 14: 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 1011.5.1) 15: 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 1006.1, 1006.2, 1006.3) 16: 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 1006.4) 17: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 18: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 19: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 20: 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. 2327). • • 21: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 22: Local U.L. central station supervision is required. (City Ordinance #2328) 23: 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 #2328) (IFC 104.2) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 25: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 26: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances#2327 and #2328) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 30: ***BUILDING PERMIT CONDITIONS*** 31: 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. 32: 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. 33: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 34: 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. 35: 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. 36: 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. 37: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 38: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 39: 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. 40: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 41: 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. • • 42: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 43: 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). 44: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 45: 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. 46: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 47: ***PUBLIC WORKS PERMIT CONDITIONS*** • 48: Applicant shall apply for a separate permit to install a Reduced Pressure Principle Assembly (RPPA) immediately downstream of the existing permanent water meter for premise isolation. In addition since the facility is considered a high cross -connection hazard applicant shall obtain a plumbing permit to install a Reduced Pressure Principle assembly (RPPA) for in -premise isolation. 49: Applicant has submit copies of backflow test reports dated 11/05/2013 for the existing fire prevention line Detector Double Check Valve assembly (DDCVA) and landscape irrigation Double Check Valve Assembly (DCVA). The owner shall test the above backflows on annual basis at his own expense and submit test results to Tukwila Water Department, 600 Minkler Blvd, Tukwila, WA 98188, phone 206 433-1860, fax 206 575-3404. 50: Applicant shall obtain a separate permit to install an outside three compartment double baffle type grease interceptor; interceptor sizing calculations are required. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0613 LIGHTING EQUIP/CONT 0401 ROOF SHEATHING 4000 SI -CONCRETE CONST 4004 SI -WELDING 0602 SLAB/FLOOR INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. (3— 3 12/ Project No. Date Application Accepted: 16-61-13 Date Application Expires: Lk (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 022340-0045 Site Address: 350 Treck Drive Suite Number: N/A Floor: 1 Tenant Name: Darwin's Pet Food New Tenant: m Yes ❑..No PROPERTY OWNER Name: Kevin Sutton Name: Pankratz Holdings LLC City: Redmond State: WA Zip: 98052 Address: PO Box 58388 Email: kevin@magellanarchitects.com City: Tukwila State: WA Zip: 98138 CONTACT PERSON - person receiving all project communication Name: Kevin Sutton Address: 8383 158th Ave NE #280 City: Redmond State: WA Zip: 98052 Phone: (425) 885-4300 Fax: (425) 885-4303 Email: kevin@magellanarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: Magellan Architects Company Name: Gateway Construction Address: 8383 158th Ave NE #280 Address: 5602 Second Ave South Phone: (425) 885-4300 Fax: (425) 885-4303 City: Seattle State: WA Zip: 98108 Phone: (206) 621-9111 Fax: (206) 621-9113 Contr Reg No.: (np,Teijcs V i2C3 Exp Date: 3 /41 14. Tukwila Business License No.: BUS -0101708 H:\Applications\Forms-Applications On Line \2011 Applications\ermit Application Revised - 8-9-I I.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Magellan Architects Architect Name: Kevin Sutton Address: 8383 158th Ave NE #280 City: Redmond State: WA Zip: 98052 Phone: (425) 885-4300 Fax: (425) 885-4303 Email: kevin@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: bia. 'Tc614;313tA. Address: I cos 5 Ci3O. SA - City: cs3-4te_ State: Li R Zip:96 to Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 500,000 Existing Building Valuation: $ 1,139,000 Describe the scope of work (please provide detailed information): Interior remodel for pet food production and distribution. Demo of existing slabs, per plan. Reinstall new slabs with insulated panel for freezers under separate permit. Miscellaneous finish work. Accessible restroom revision. Voluntary seismic upgrades. Will there be new rack storage? m Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) _- *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: 0 Will there be a change in use? 0 Yes Q No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: V Sprinklers VI Automatic Fire Alarm 0 • None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes V1 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per TBC Type of Occupancy per IBC I' Floor 21,079 17,460 0 0 IV F-1, B 2nd Floor 5,078 0 0 0 IV B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) _- *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: 0 Will there be a change in use? 0 Yes Q No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: V Sprinklers VI Automatic Fire Alarm 0 • None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes V1 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate O .. Highline ❑...Valley View 0 .. Renton ❑ ... Sewer Availability Provided 0 .. Renton ❑ Seattle Septic System: O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) O ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report O .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line 0 .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # O ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES -- Value 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 OWN Signature: Print Name: Kevin ZED AGENT: Mailing Address: 8383 158th Ave NE #280 H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh Date: 10/09/2013 Day Telephone: (425) 885-4300 Redmond WA 98052 City State Zip Page 4 of 4 4111 BULLETIN A2 • TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME bPARI.v5 CL t-1i2f -PEI 1-)P-(1)0 .PERMIT # 1� " 3 1 1 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization U . 00 Erosion prevention Afp n , 00 Water/Sewer/Surface Water . p . c�c� Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume Enter total fill volume cubic yards -C�- cubic yards $250 (1) Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes QUANTITY IN CUBIC YARDS ' RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1s1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1s' 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. CORRECTION Approved 09.25.02'TR# Last Revised 03.27.13 D 13-3114 RECEIVED CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ` .`� I ACCOUNT QUANTITY PAID $4,916.10 D13-314 Address: 350 TRECK DR Apn: 0223400045 $4,916.10 $4,911.60 R000.322.100.00.00 $4,911.60 STATE BUILDING SURCHARGE $4.50 STATE BUILDING SURCHARGE TOTAL FEES PAID BY RECEIPT: R307 B640.237.114 $4.50 $4,916.10 Date Paid: Tuesday, December 10, 2013 Paid By: DARWIN'S NATURAL PET PRODUCTS Pay Method: CHECK 1997 Printed: Tuesday, December 10, 2013 12:10 PM 1 of 1 CRW SYSTEMS • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 0223400045 Address: 350 TRECK DR TUKW Suite No: Applicant: DARWIN'S PET FOOD RECEIPT Permit Number: 1)13-314 Status: PENDING Applied Date: 10/09/2013 Issue Date: Receipt No.: R13-02846 Payment Amount: $3,192.54 Initials: WER Payment Date: 10/09/2013 01:38 PM User ID: 1655 Balance: $4,916.10 Payee: KEVIN SUTTON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 07653B ACCOUNT ITEM LIST: Description 3,192.54 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 3,192.54 Total: $3,192.54 Printed: 10-09-2013 Ia INSPECTION RECORD Retain a copy with permit 13-3/Lf- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projet Type o- 1 e( (/ Addss:,rDate Called: Special Instructions: Date Wanted: 7- ._ 19 a.m. p.m. Requester: Phone No: "J.. pproved per applicable codes. a Corrections required prior to approval. ".7 COMMENTS: C)e y O3-vvvo \-- ! 0001kPAN1Lt 43p/N/A n RE N$PECTION FEE REOUI D. Prior ton xt inspection. fee must be pai' t 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit NZ -3114 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ProjecType z IBJ t.1 of Inspection: € M (z_&►,x' `( — `r4 if ; N Address: _3 5 D 7 Q-a.K, Date Called: Special Instructions: Date Wanted:Z 45 — — + cpm: p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: CI) Fivten t+JC?i../ Li•cfi►`I'i49 - Ap fdtb-® r tJ?' �� /ale . Jk�,c,r,�,� Spe(114 LNS���=1�J � i p��o✓� . f ;.4%7-frr Date: iiiJNSPECTION FEE REUIRED. Prior to next inspection, fee must be d at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila. WA 98188 • (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project_ .. 'DAAft J Type of Inspection:• E11, 2raFtieLI-Ltc(tni. )5 Address: Date Called: Special Instructions: Date Wanted: y a_ - a ‘`a„m,. p.m. Requester: ece- Phone No• - aaG--1 a.,73E) ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: pp A • (.0 .Oi- TO O!oAN Ft(M.107 NRgA Sid e(14 4c . ce. d m)ca.JA( Date: y_ 1 spect TAANI-Li n R INPECTION FEE REQUI ED. Prior to next inspection, fee must be paidd t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit DI 3 31 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206)431-2451 Prol.ct:^ tion: Tyke (AVirof ctg L( LIC(° ,J ,�' \ Address. 6- scz. Date. Called: Special Instructions: Date Wa ted: t...... Z: � --- /: ( a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1) IlJA-Ie%8u o cif : )1 j - . 1/45A4Airt sett — Cil- 1 4,3S to �► t�,r.,1 (----:601-01•1 Ca. Sc,n(, toAA Errr-c p z5-si s n-4 1 Da n SPECTION FEE REQUI42ED. Prior to next inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. dIi INSPECTION RECORD Retain a copy with permit INS NO. . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:; Type of Inspection: Address: 3 56 or i 0.__ Date Called: Special. Instructions: Date Wanted : f a.m: Requester: Phone No:'.; Approved per applicable codes. Corrections required prior to approval. COMMENTS: •. -%. n Oc,.1 t 'P: cf)- - 14:7 pector: REIN paica ECTION FEE REQUIRED. Prior to ext inspection, feemust be t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy .with permi Dt 3 ! t PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj Type of Ins ectio t Address: —. < Date Called: Special Instructions: Date Wanted: , U - CI — 1 ... a.m. Requester: Phone No: DApproved per applicable codes. • t_J Corrections requiredprior to approval. COMMENTS: (� �AC`-%`ii`FF‘ e c;./".i'C Date: IIL 7) PECTION FEE REQUIRE. Prior.to nex inspection. fee must be t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . INSPECTION NO. INSPECTION RECORD Retain a copy with permit 61' D13 -3 (`i PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projet A" ,( , t lJ� TA TYE. Me I epe of ' y on: L i( {•1 "V ' C/ Address Jc, P s e Pcs i i b D F M( 1 Date Called: a 6 0 \ �2. �. v L--- Special Instructions: ((.40‘I^', Datented: , U " I p.m. Requester: Phone No: DApproved per applicable codes. 1 .Corrections required prior to approval. COMMENTS: DIT -tor c6-QLLi (DLa_ Ctt-y 4.6 t - S;‘,k) (, ItPS;A,Z--, TO Zu,ttL_ Jc, P s e Pcs i i b D F M( 1 G) c .J ; t,Jf9 A bb I-iiV\-[L a.) Lk'-- L) (t1 s AT P 9-,1u v- C FNi. t t� In Peet r: U,@ ■REI PECTION FEE REQUI ED. Prior to nd t inspection, fee must be ai at 6300 Southcenter Blvd., Suite 100. Cat to schedule reinspection. Dat , / INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit. Inspection Request Line (206) 431-2451 Print:,,,--._c� 11 .U3lNS 't'.t icC• Ty e of Inspection: Cc M6.t2_G. kiI-I. IDK Address: Date Called: Special Instructions: \ Date 1Nante a m. 1..I `�—�I� P.m. Reque er: P ,%off 7 efo3CIz..47 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A ted Inspe EINSP TION FEE REQUIRED, Prior to next in pection. fee must be p id a300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 1)- %(ki i t ► Type of Inspection: tVt e xlek( 1-1.1(A4 Address: 3sv tete Date Called: Special Instructions: Date Wanted: rn- Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: q1)_ E MR✓�4A1C rth. k - e --- r'iiu€ ( . G3kh r Date: EINSPECTION FEE REQUIRED. Prior to next inspection. fee must be aid at 6300 Southcentea Blvd., Suite 100. Call to schedule reinspection. v -v 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) 431-2451 Project: b il2� t t.1 ?£--r` Type of Inspection: S I-4 3 .L 'QS", T A -,-,'0\A} Address: Date Called: Special Instructions: Date Wanted: Z. - z-1 ` 1L a.m p.m. Requester: Phone No: Approved per applicable codes. tCorrections required prior to approval. COMMENTS: Insp D e: - N- IL( n R= CTION FEE REQUIR . Prior to next inspection. fee must be paid a 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)13-5IV PERMIT NQ. cJi CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: DType r7/n� k of k/ s of Inspection: 7=w/wily P by. bei DTTa QtrPrvfral Address: Date Called: ,-. Special Instructions: 3 S0 TRE��` Date Want /t3//l3 a.m. p.m. Requester: Phone No: ElApproved per applicable codes. ' 1__.J Corrections required prior to approval. COMMENTS: A ..6 S7/5 nit e 2/ 0 6P4h6 i Aril/AJC appie/e. P by. bei DTTa QtrPrvfral • s{t pecto . 3, ,3 n EI PECTION FEE REQIl RED. Prior to nit inspection, fee must be 'd at 6300 Southcenter Blvd., Suite 100. Call toschedulereinspection. 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) 431-2451 DI 3-3(4 Project: Type of Inspection__``" :. pool-) NJ A re1eIG � Date Called: Special Instructions: [��/Q�\ ft V_ _ c --7:00 V) Date W tz.ed: -7-�/2� Cpa}.m Requester: Phone eNNo: 2. jAppr oved per applicable -codes. LJ Corrections required prior to approval. COMMENTS: ( ReV; 5 r 51N) (- . ,'" • reu,e�,} paI�PJirr es S jor,A r .1�,! 5poc''-.4 Q� �� / _dr P,f / i/N of 6;�/ , r .l% I! PP j 4444 jiPro I;IS A/F cC/ • �r,gcArTS n Dater 1Z—+7 -/S SPECTION FEE REQUIRED. Prior to nextinspection. fee must be at 6300 Southcenter Blvd.. Suite 100: Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D13-311 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: d Type of Inspection: Address: '.� -T,,, de Dr Suite #: Contact Person: Special Instructions: Phone No.: 1 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: '' Sprinklers: j' Y` Fire Alarm: 114q,i,,, / Hood & Duct: /) Monitor: Pre -Fire: Permits: _ Occupancy Type: r- - Inspector: Aci 0 1 Y` Date: ,,S- v 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 6/11/10 T.F.D. Form F.P. 113 (/L/ INSPECTION RECORD Retain a copy with permit D) L/- 00'19— P13 - 3/t/ S - oto p- oict INSPECTION NUMBER W1 IfP€fVI JJ ERS OO'f 3 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: - Sprinklers: Fire Alarm: Type of I specti n: • /C74-'4'/- Acdress: Suite #: ' `�� ' & Contact erson: c0A-L - Special Instructions: Phone No.: pA-0 ..Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: /71174/40 _ bio 0700 210 //00 Permits: Occupancy Type: -TO c0A-L - o% pA-0 L.. cl,,,,A-1: - Ai/ ee/9-7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fA 5,,, 52 Date: 11/2�1//V Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit '13 -- 30{ a/Y PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 f Project:---- / y Type of Insp ction: A Address:...,Contact Suite #: Z T r.Q_ IL- Dr, v Pe son: Special Instructions: Phone No.: 71 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: / N Of -Ace- NQ A _ N(cf fir..,_ //'//trop 4RsS Pre -Fire: Permits: pdv.__oc�- of -4-1 c- e_. ,�. f sr Float- CNAL/ C-41 >‘✓ //75,€6-74-0-/ i� 6/1-i ,4i -$ 4ezerzt=&=/ /ti %e A/ `� fl' e3• ce#C e .57X-4e Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:: >r --0a7 Date: y//a, /V Hrs.: /• a $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 April 29, 2014 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 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188-2544 Project: Darwin's Natural Pet Products Address: 350 Treck Drive, Tukwila FINAL REPORT RECEIVED MAY 012014 .00MM,i.4 JN1 1 t Permit Number: D13-314 DFVFL(»'M siT. Job Number: 13-0835 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was 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. Reinforced concrete 2. Epoxy grouting — rebar dowels and anchor bolts Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Kate Rubin Report Manager Email c: Report Distribution List OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 13-0835 CONCRETE REPORT Report Number: RC274571 Permit Number: D13-314 Project: Darwin's Natural Pet Products Address: 350 Treck Drive, Tukwila Inspector(s): Michael Preciado Client: Darwin's Natural Pet Products Address: 1505 South 93rd Street, Unit BP, Seattle Date: 2/6/2014 Description/Location: Inspected 6" thick slab -on -grade lines 3 -5/A -B per detail on 2/S1.1 for insulated slab. Resteel Verified: Yes 2/6/2014 Michael Preciado (Grade 60) Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Miles 07400G3 6"±1" .48 N/A 50 Placed Via: Chute Consolidated: Yes Required Strength: 4000 psi at 28 days. Sampling and Testing Data ASTM C 172, C 31 Time Cubic Made Yards Design t Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cast Samples: 1-4 9:32 am 11.00 Weather: Inside Date Samples Picked Up: Water Slump Added C 143 10 gal. 6" Mfg: Nucor Actual ❑ 550# Type: II 1540# 1720# Pea Gravel Batch Weights/Cubic Yard 267# 33 oz. POLYHEED 997 Air% C 231 Conc.Temp C 1064 N/A 61°F Slag (lbs): Am bient Tem p 36°F RECEIVED MAR 20 2014 COMMUNI I Y DEVELOPMENT Truck Ticket No. No. 021 289960 Slump Range: 5"-6" Air % Range: N/A 2/7/2014 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: Comments REINFORCING/PLACEMENT: Conforms: 0 Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Date Field Age Cure (Days) Size Area (in.) (Sq.ln.) Weight (Lbs.) Max Load Strength (Lbs.) (psi) ASTM C31, Exclude C31-10.1.2 Fracture Type (other than cone) 1 2/13/14 7 4 x 8 12.62 8.61 71,710 5680 2 3/6/14 28 4 x 8 12.62 8.55 86,630 6870 3 3/6/14 28 4 x 8 12.62 8.56 84,550 6700 2 4 3/6/14 28 4 x 8 12.62 8.55 84,870 6730 2 *= Discarded Tested in general accordance to: ASTMC39 ❑Q ASTMC617 ❑ ASTMC1231 ❑ Copies to: Client ❑Q Engineer Building Dept ❑ Owner ❑d Contractor 111 Batch Plant Technical Responsibility: ❑ Architect ❑ Others Jeff Rabe, 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. 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.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 13-0835 CONCRETE REPORT Report Number: RC274737 Permit Number: D13-314 Project: Darwin's Natural Pet Products Address: 350 Treck Drive, Tukwila Inspector(s): Dwayne Helgeson, Chad Kuebler Client: Darwin's Natural Pet Products Address: 1505 South 93rd Street, Unit BP, Seattle Date: 2/10/2014 Description/Location: Inspected reinforcing steel for slab and placement of concrete at location A -C.5/7-9 per detail 2/1.1. Resteel Verified: Yes 2/10/2014 Dwayne Helgeson (Grade 60) Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: Miles 07400G3 6"±1" 0.486 N/A 41 Pump Yes 4000 psi at 28 days. Sampling and Testing Data ASTM C 172, C 31 Design J Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Time Cubic Water Slump Made Yards Added C 143 Cast Samples: 1-4 8:35 am 10.00 10 gal. 5" Mfg: Cascade Actual ❑ 660# Type: I/1I 1540# 1720# Pea Gravel Batch Weights/Cubic Yard Slag (lbs): 267# 22 oz. GLENIUM, 33 oz. POLYHEED 997 Air% C 231 N/A Conc.Temp C 1064 62°F Ambient Truck Temp No. Ticket No. 44°F 76 290018 Weather: Inside Date Samples Picked Up: 2/11/2014 Slump Range: 5" Air % Range: N/A Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: El Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Number Date Cure (Days) Size Area Weight Max Load (in.) (Sq.In.) (Lbs.) (Lbs.) Strength Fracture Type (psi) (other than cone) 1 2/17/14 7 4 x 8 12.62 8.49 68,100 5400 2 3/10/14 28 3 3/10/14 28 4 3/10/14 28 4x8 4x8 4x8 12.62 8.5 80,180 6350 2 12.62 8.51 82,260 6520 12.62 8.54 82,940 6570 2 = Discarded Tested in general accordance to: ASTMC39 ASTMC617 ❑ Copies to: O Client Engineer Q Building Dept ❑ Owner Contractor Batch Plant ❑ Architect ❑ Others ASTMC1231 ❑ Technical Responsibility: Jeff Rabe, 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. 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.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering,-Con$trFVQylJtnspection & Materials Testing MAR 06 2014 lltrVkLUPM r,; �r�ni� i r NTRACTOR CAST CYLINDERS Report Number: 274717 Project: Darwin's Natural Pet Products Permit Number: D13-314 Address: 350 Treck Drive Tukwila Job Number: 13-0835 Client: Darwin's Natural pet Products Client Address: 1505 South 93`tl Street, Unit BP, Seattle SAMPLE DATA Date Cast: N/A Date Picked Up: 2/20/14 Number of Samples: 1-3 Required Strength: N/A Received contractor cast samples with results as follows: TEST RESULTS Specimen Test Saw Size Area Max Load Strength Tested in general Number Date Cuts (In.) (Sq.ln.) Weight (Lbs.) (psi) accordance with 1 2/25/14 2 2.73x4.76 5.85 2.26# 38,230 6400 ASTM C39 X 2 2/25/14 2 2.73x5.54 5.85 2.67# 35,620 6090 3 2/14/14 2 2.73x4.10 5.85 1.84# 31,140 5110 Correction factor applied to results above ALL INFORMATION SUPPLIED BY CONTRACTOR. Copies to: Reviewed by: k Jeff Rabe, Project Manager This eport 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 Owner X Contractor Architect Building Dept. X Engineer Reviewed by: k Jeff Rabe, Project Manager This eport 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 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVED Job Number: 13-0835 CONCRETE REPORT Report Number: RC274571 Permit N Project: Darwin's Natural Pet Products Address: 350 Treck Drive, Tukwila Inspector(s): Michael Preciado Client: Address: Date: Darwin's Natural Pet Products 1505 South 93rd Street, Unit BP, Seattle 2/6/2014 tin 05 um I�t:vi.% OPMENT Description/Location: Inspected 6" thick slab -on -grade lines 3 -5/A -B per detail on 2/S1.1 for insulated slab. Resteel Verified: Yes 2/6/2014 Michael Preciado (Grade 60) Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Miles 07400G3 6"±1" .48 N/A 50 Chute Consolidated: Yes Required Strength: 4000 psi at 28 days. Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Time Cubic Made Yards 9:32 am Design 0 Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Water Slump Added C 143 11.00 10 gal. 6" Mfg: Nucor Actual ❑ 550# Type: II 1540# 1720# Pea Gravel Batch Weights/Cubic Yard 267# 33 oz. POLYHEED 997 Air % C 231 Conc.Temp C 1064 N/A 61°F Slag (lbs): Ambient Temp 36°F Truck Ticket No. No. 021 289960 Weather: Inside Date Samples Picked Up: Slump Range: 5"-6" Air % Range: N/A 2/7/2014 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: ❑r Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Test Field Age Size Area Weight Max Load Strength Date Cure (Days) (in.) (Sq.In.) (Lbs.) (Lbs.) (psi) Specimen Number Fracture Type (other than cone) 1 2/13/14 7 4 x 8 12.62 8.61 71,710 5680 * = Discarded Tested in general accordance to: ASTMC39 ❑Q ASTMC617 ❑ ASTMC1231 ❑ Copies to: ID Client 0 Engineer 0 Building Dept ❑ Owner 0 Contractor ❑d Batch Plant ❑ Architect ❑ Others Technical Responsibility: Jeff Rabe, 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. 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.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 13-0835 CONCRETE REPORT Report Number: RC274737 Permit Number: D13-314 Project: Darwin's Natural Pet Products Address: 350 Treck Drive, Tukwila Inspector(s): Dwayne Helgeson, Chad Kuebler Client: Darwin's Natural Pet Products Address: 1505 South 93rd Street, Unit BP, Seattle Date: 2/10/2014 Description/Location: Inspected reinforcing steel for slab and placement of concrete at location A -C.5/7-9 per detail 2/1.1. Resteel Verified: Yes 2/10/2014 Dwayne Helgeson (Grade 60) Placement Data Supplier: Miles Mix Number: 07400G3 Slump Spec: 6"±l" W/C Ratio Spec: 0.486 Air Spec: N/A Total Yards: 41 Placed Via: Pump Consolidated: Yes Required Strength: 4000 psi at 28 days. Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 8:35 am Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cubic Yards 10.00 Water Slump Added C143 10 gal. 5" Mfg: Cascade Actual ❑ 660# Type: I/II 1540# 1720# Pea Gravel Batch Weights/Cubic Yard Slag (lbs): 267# 22 oz. GLENIUM, 33 oz. POLYHEED 997 Air % C 231 Conc.Temp C 1064 N/A 62°F Ambient Temp 44°F Truck Ticket No. No. 76 290018 Weather: Inside Date Samples Picked Up: Slump Range: 5" Air % Range: N/A 2/11/2014 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: 0 Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Date Field Age Cure (Days) Size Area Weight Max Load Strength Fracture Type (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 2/17/14 = Discarded Tested in general accordance to: ASTMC39 ASTMC617 ❑ 7 4 x 8 12.62 8.49 68,100 Copies to: Client 0 Engineer 0 Building Dept ❑ Owner 0 Contractor 0 Batch Plant ❑ Architect ❑ Others ASTMC1231 ❑ Technical Responsibility: 5400 Jeff Rabe, 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. 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.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 13-0835 PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: 274446 Permit Number: D13-314 Project: Darwin Pet Foods Client: Darwin Pet Products Address: 350 Treck Drive, Tukwila Address: 1505 South 93`d Street, Unit BP, Seattle Inspector: Dwayne Helgeson, Chris Smith Date: 1/10/14 Description/Location: Inspected the epoxy grouting of reinforcing steel wall dowels at new stemwall at edge of building grids 9/A -C.5 and A/3-9 as per 2/S1.1. Intended Use: Wall dowels Building Code & Year: Anchor Length: 14" Hole Depth: 5.5" Required Embedment: 4" Hole Diameter: 5/8" Concrete Thickness: N/A Concrete Strength: N/A Horizontal Orientation: ® Vertical Down 0 Vertical Up ®Horizontal Base Material: ® Normal Weight Concrete 0 Light Weight Concrete 0 CMU 0 Brick 0 Composite Deck Hole Cleaning: ® Compressed Air 0 Hand Pump 0 Other: Compressed Air PSI: 90 Brushed: IE] Yes ❑ No Hole Condition: ® Dry 0 Damp 0 Water Saturated 0 Submerged Drill Bit (ANSI B212.15): ® Yes ❑ No Approved Diamond Cored Hole: 0 Yes ® No Adhesive Type: Simpson Set -XP Expiration Date: 06/2015 ICC ESR #: 2508 Weather: Indoors Ambient Temperature: 45°F Substrate Temperature: 50°F Comments Reference Standard(s) Used: Conforms X Does Not Conform Copies to: Client Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, 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.: ADMIN -86-01 (Rev 09/09) Thread @ Reinforcing Steel ■ All Bar/Dowel Size & Quantity: #4 (530 total) _ _ Anchor Size & Quantity: Rebar Manufacturer: Cascade Type of Steel (ASTM): A-36 Other: A-325 A-449 • • 1 ■ Rebar Grade: ■ 40 ►i4 60 ■ Other: A-775 Other: Type of Bar: ►/ A-615 • A-706 ■ ■ Yes No Special Ductile Quality (SDQ): ■ ►/ Anchor Length: 14" Hole Depth: 5.5" Required Embedment: 4" Hole Diameter: 5/8" Concrete Thickness: N/A Concrete Strength: N/A Horizontal Orientation: ® Vertical Down 0 Vertical Up ®Horizontal Base Material: ® Normal Weight Concrete 0 Light Weight Concrete 0 CMU 0 Brick 0 Composite Deck Hole Cleaning: ® Compressed Air 0 Hand Pump 0 Other: Compressed Air PSI: 90 Brushed: IE] Yes ❑ No Hole Condition: ® Dry 0 Damp 0 Water Saturated 0 Submerged Drill Bit (ANSI B212.15): ® Yes ❑ No Approved Diamond Cored Hole: 0 Yes ® No Adhesive Type: Simpson Set -XP Expiration Date: 06/2015 ICC ESR #: 2508 Weather: Indoors Ambient Temperature: 45°F Substrate Temperature: 50°F Comments Reference Standard(s) Used: Conforms X Does Not Conform Copies to: Client Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, 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.: ADMIN -86-01 (Rev 09/09) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 271582 Project: Address: Client: Darwin Pet Foods 350 Treck Drive, Tukwila Darwin Pet Products CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: _',FIVbD JAN 23 2014 DFVELUI'MLNT D13-314 13-0835 1505 south 93rd Street, Unit BP, Seattle Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Epoxy bolts X Other (specify): Inspector and Date Remarks Jerry Graham 12/27/13 Arrived onsite for scheduled inspection of installation of anchor bolts with epoxy. Upon arrival and after consulting with contractor, it was determined that bolt holes hadn't been drilled yet. Contractor decided to reschedule later. Copies to: Client Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, 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.: ADMIN -63-05 (Rev 10/10) } OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 13-0835 Project: Darwin Pet Foods Address: 350 Treck Drive, Tukwila Inspector: Mike Preciado Report Number: 274567 Permit Number: D13-314 Client: Darwin Pet Products Address: 1505 South 93rd Street, Unit BP, Seattle Date: 12/27/13 Description/Location: Inspected epoxy installation completed at lines A -B/3-7, detail A/S1.1, B/S1.1, and C/S1.1. Bolts installed into existing tilt -up wall. Intended Use: Connect ledger to wall Building Code & Year: 2009 IBC Anchor Length: 6", 16" Hole Depth: 3", 4" Required Embedment: 3", 4" Hole Diameter: 5/8", 1" Concrete Thickness: Existing wall Concrete Strength: N/A Horizontal Orientation: 0 Vertical Down 0 Vertical Up ®Horizontal Base Material: ® Normal Weight Concrete 0 Light Weight Concrete 0 CMU ❑ Brick 0 Composite Deck Hole Cleaning: ®.Compressed Air 0 Hand Pump 0 Other: Compressed Air PSI: 100 Brushed: ® Yes 0 No Hole Condition: ® Dry ❑ Damp 0 Water Saturated 0 Submerged Drill Bit (ANSI B212.15): E Yes ❑ No Approved Diamond Cored Hole: 0 Yes ® No Adhesive Type: Simpson Set -XP Expiration Date: 10/2015 ICC ESR #: 2508 Weather: Indoors Ambient Temperature: 53°F Substrate Temperature: 53°F Comments Reference Standard(s) Used: Conforms X Does Not Conform Copies to: Client Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: 1 Jeff Rabe, 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.: ADMIN -86-01 (Rev 09/09) Steel Thread 1 Reinforcing ►ZI All Bar/Dowel Size & Quantity: Anchor Size & Quantity: 1/2" diameter (60), 3/4" diameter (6) Rebar Manufacturer: Type of Steel (ASTM): A-36 Other: r ■ A-325 ■ A-449 • Rebar Grade: 1 40 ■ 60 • Other: A-775 Other: Type of Bar: • A-615 ■ A-706 • • Special Ductile Quality (SDQ): Yes No ■ ■ Anchor Length: 6", 16" Hole Depth: 3", 4" Required Embedment: 3", 4" Hole Diameter: 5/8", 1" Concrete Thickness: Existing wall Concrete Strength: N/A Horizontal Orientation: 0 Vertical Down 0 Vertical Up ®Horizontal Base Material: ® Normal Weight Concrete 0 Light Weight Concrete 0 CMU ❑ Brick 0 Composite Deck Hole Cleaning: ®.Compressed Air 0 Hand Pump 0 Other: Compressed Air PSI: 100 Brushed: ® Yes 0 No Hole Condition: ® Dry ❑ Damp 0 Water Saturated 0 Submerged Drill Bit (ANSI B212.15): E Yes ❑ No Approved Diamond Cored Hole: 0 Yes ® No Adhesive Type: Simpson Set -XP Expiration Date: 10/2015 ICC ESR #: 2508 Weather: Indoors Ambient Temperature: 53°F Substrate Temperature: 53°F Comments Reference Standard(s) Used: Conforms X Does Not Conform Copies to: Client Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: 1 Jeff Rabe, 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.: ADMIN -86-01 (Rev 09/09) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 271413 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Darwin's Natural Pet Products 350 Treck Drive, Tukwila Darwin's Natural Pet Products Permit Number: Job Number: Client Address: D13-314 13-0835 1505 south 93rd Street, Unit BP, Seattle Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Epoxy bolts X Other (specify): Inspector and Date Remarks Contractor Deliver Contractor delivered 3 cores — cure 5 days, break on 1/13/14. 1/6/14 TEST RESULTS Specimen Test Size Area Max Load Strength Tested in general Number Date (In.) (Sg.ln.) Weight (Lbs.) foil accordance with 1 1/13/14 3.73x4.08 10.92 3.66# 59,450 4760* ASTM C421 X 2 1/13/14 3.73x2.97 10.92 2.65# 82,820 7580** 3 1/13/14 3.73x2.97 10.92 2.65# 70700 6470** *Correction factor of .874 applied to result. **Tests results are not valid due to the height/diameter ratio — for information only! ALL INFORMATION SUPPLIED BY CONTRACTOR. Copies to: X Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, 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 Foran No.: ADMIN -63-05 (Rev 10/10) PLYFOAM ® ARCHITECT DATA KECEVVE SHEET ADS -106 NOV.19 2013 TUKWiu.k PUBLIC WORKS SWINGING COOLER AND FREEZER DOORS REVIEWED FOR O White Metal Clad Finis/CODE COMPLIANCE Five Year Warranty APPROVED DEC 0 6 2013 City of Tukwila BUILDING DI I I N sown Right Hand Swing COOLER DOOR SPECIFICATIONS: Supply where indicated on plans Jamison Plyfoam® Cooler Door. Door panel to be constructed of #26 gauge white pre -painted stucco embossed steel pans front and back with reinforcement for hardware attachment. Frame metal clad on all exposed surfaces with FREEZER DOOR SPECIFICATIONS: Freezer door specifications to be same as cooler door except for these substitutions and additions: Supply where indicated on plans Jamison Plyfoam® Freezer Door. All metal cladding on warm side of door (front - unless otherwise specified) and frame shall be OPTIONS: (SPECIFY which options are desired) 1. Metal cladding can be stainless steel, stuc- co aluminum, galvanized, or galvanized steel painted to meet specifications. 2. Kickplates-door and/or frame protected partial height (specify finish). 3. If doors to be used in meat processing 111.1111111.1011M. Mel (_% SPECIALLY ENGINEERED DOORS BY 17 0, nr7 FIL F ' Lev #26 gauge white pre -painted stucco embossed steel. Door to be filled with 4" of Jamifoam non -CFC polyurethane insulation with an R value of 28 at 40° F. Gasket at sides and head of door lip to be grease resistant synthetic skin with resilient sponge core, sill gasket to be sweep type. Hardware to have protective coating against corrosion and to consist of adjustable spring hinges and safety release type fastener (per- mits door to be opened from inside even though padlocked on front). (Note: For door sizes over 5'0" wide, specify - door to be equipped with safety release device.) applied with all seams and penetrating bolts sealed. Provide Frostop heater cables in the sides, head, and sill of the frame at gasket contact areas. Complete device to be assembled, ready for connection to 120 volt, 60 Hertz, single phase AC line. SPECIAL NOTES: 1. When cold room temperature is below -20° F. or temperature difference is more than 90° F., contact factory. 2. If freezer door must be mounted in freezer room, please contact factory for recom- mendations. plants subject to federal and state inspec- tion, metal cladding to be applied per M.I.D. requirements. 4. Deep jambs/inside trim. 5. 6" of insulation for freezer door (R value of 42). 6. Door closer. CORRECTION 1#5-3 i1.1 LTR# IMO 7. View Windows: 12" x 14" sealed glass unit. a. Cooler Door - 2 layer, 1" thick. b. Freezer Door - 3 layer, 1" thick with 120 V.A.C. heat film. �,.- RECEIVE CITY OF TUKWILA NOV 1 5 2013 PERMIT. CENTER ARCHITECT DATA SHEET ADS -200B MARK IV SINGLE LEAF HORIZONTAL SLIDING POWER OPERATED DOOR • White Metal Clad Finish • Diamond -Trac® System* • PowerTron® Operator • Five -Year Warranty Left Hand Slide Shown COOLER DOOR SPECIFICATIONS: Supply where indicated on plans Jamison Mark IV Power Operated Single Leaf Horizontal Sliding Cooler Door, with Diamond -Trac® System' and PowerTron' Operator. Door leaf to have aluminum extruded structure and to be metal clad with #26 gauge white pre -painted stucco embossed steel front and back. Frame (cas- ings and header) to be constructed of aircraft quality aluminum extrusions with white painted finish. Door leaf to be filled with 4" of Jamifoam non -CFC polyurethane insulation with an R value of 28 at 40°F. Frame to be insulated with polystyrene inserts. Door leaf to be equipped with low profile pneumatic reversing edge effective full height and full travel of door. Upon contact, door in closing cycle is instantly reversed to open position. Adjustable gasket at sides and head of frame and reversing edge cover gasket to be polyester rein- forced; door leaves to have sweep type sill gasket. Hardware to have protective coating against cor- rosion. Automatic opening to be provided with two remote control, spring -cushioned, low voltage pull switches. Door power to be 208, 240 or 480 volt AC, 60 Hertz, three phase. (ARCHITECT TO SPECIFY VOLTAGE.) PowerTron° power operator to have all gear drive, and all power controls to be fully enclosed in NEMA 1 control boxes. Visible signal light to show when motor is running. Complete door assembly to be ready for connection to power. (ARCHITECT TO DESIGNATE RESPONSIBILITY FOR FIELD WIRING.) FREEZER DOOR SPECIFICATIONS: Freezer door specifications to be same as cooler door except for these substitutions and additions: Supply where indicated on plans Jamison Mark IV Power Operated Single Leaf Horizontal Sliding Freezer Door with Diamond -Trac° System' and PowerTron° Operator. Insulation R value is 32 at 40°F. Provide Frostop heater cables in top, sides, head, and bottom of door. Complete device to be assem- bled, ready for connection to 120 volt, 60 Hertz, single phase AC line. SPECIAL NOTES: 1. Freezer Door is designed for installation in warm room with temperatures plus 33°F. and above. If door must be mounted in rooms with tempera- tures of +32°F. and below, contact factory. 2. When cold room temperature is below -10°F. and/ or the relative humidity is greater than 80% on the warm side, Frostop heater cables should be added to the frame/gasket assembly. 3. If the cold room temperature is below -40°F., or if the temperature difference exceeds 90°F., contact factory. OPTIONS: (SPECIFY which options are desired) 1. Metal cladding can be stainless steel, stucco aluminum, galvanized stucco embossed, gal- vanized, or galvanized steel painted to meet specifications. 2. Padlocking provisions on front or back of door with safety release on opposite side. (Specify which side with locking.) Safety release feature permits door hardware to be released, thus minimizing possibility of personnel being locked in room. 3. 6° of insulation for freezer door (R value 48). 4. 36° pedestrian opening with automatic closing. 5. Electric eye or motion detector to protect door from truck passage. 6. Radio control operation from lift truck, 1, 2 or 4 button. 7. Power components for connection to 120 volt AC, 60 Hertz, single phase. 8. Swinging wicket door. 9. Complete NEMA 3,4, 4X, or 12 requirements. 10. Electrical reversing edge. 11. Dual speed operator. 12. Hydraulic operator. 13. M.I.D. requirements. 14. View windows: (Contact factory for specific rec- ommendations.) 12° x 14" sealed glass unit. a. Cooler Door - 2 layer 1" thick. b. Freezer Door - 3 layer, 1° thick with 120 V.A.C. heat film. 15. Jambs. 16. Inside trim. 17. Mirror image frame. 18. Floor loop. 19. Push button operation, single or three button (open - close - stop). Q SPECIALLY ENGINEERED DOORS BY biNgg *U.S. Pat. No. 4,619,075 FREEZER LIGHT FIXTURE FL SERIES FEATURES CO US LISTED • 100,000 Hour Lifespan (IESNA) • 10 Year Warranty* • High Pressure Die -casted, Powder Coated Aluminum Housing • Clear Tempered Glass or UV Stabilized Polycarbonate Lens • Surface Mounting • Custom Colors Available • Ambient Temp Range: -40 to 130 deg F • Standard 1 ft. Cord Project Part Number Quantity • Freezers • Cold Storage • Food, Agriculture • SAVE ENERGY with INSTANT ON OCC SENSORS • 120-277V Universal Electronic Ballast • 40W -150W Square Tubular Lamp Design • Available 0-10VDC Dimming, 2 -way Communication • Color Temps Available: 3000K-500OK • Power Factor > 0.95, Operation Frequency 50Hz - 60Hz • CRI > 85—Excellent Color Rendition • Instant -On, Flicker Free, Minimum Light Loss Model . Rated Watt. Input Watt:. Replaces Lm/W Lumens IP Rating Size Lens MHT -FL -40E MHT -FL -70E MHT -FL -100E MHT -FL -150E 40W 70W 100W 150W 42W 74W 105W 158W MH 70W HPS - 70W MH -100W HPS-150W MH 175W HPS - 200W MH 250W HPS- 310W 80-82 82-85 82-85 82-85 3,240 5,880 8,400 12,600 65 65 65 65 19.7"x13.8" 19.7"x13.8" 19.7"x13.8" 19.7"x13.8" Glass, PC Glass, PC Glass, PC Glass, PC !vlanufuclured in the USA Toll Free 88 511-77 www.mhtllighting.com LIGHT INC -10 Degrees Below Zero :NAILD ") T5L-FR-454 30.000 Lumens .1.or 6 -Lamp 5.i-Wur! 1-5 Rof.luctor Ouro•Looli Door Hyatom tii Ji i Molature•Proof Gookot •Ninus Twenty' Arcticlite Energy Effloieney. Improved Vision. T5L-FR-454 T5L-FR-654 4. ef 6 14.np 54 Wu•IT5110 t. I I 4113..§y 6e tf1t Ikl1 Perthita 1.W..,1,4 CcIti I I. I lit! kt,..11.)tv I..., The Best Fixture For Your Cold Storage & WeatherProof Needs Features Wiwi HIM Can't CND • 0,er 50 Energy Savings Over Standard HID Fixtures A 20,000 • Hours Of Lamp Ue, Progrommed Start Bcilicist 1001: Cycles A 90% Maintained light Outp,.t Nost .Stan.darcl - 19 • Instant On, Instant Re5 hike, NO Color Shift, No Flict,:er, Ever, Light Distribution • Occupancy Sensors • A.,:tilaiDle For Erergy-Sav;ng 'Lights C,\Lit' When Arec Unoccupied • Simple, k: fess Maintenance Specifications HOUSING: REFLECTIVE: ELECTRICAL MOUNTING: INPUT WATTS: Input ...ano;a: troy V0,11. VIC Aluminurn housing stancla,d. Gasketecl, Iccking Ple.xiglass door frame for easy access. Consult AEI for application assistance on your individual temperature, c: moisture sensitive project. Highly specular MIRO .1- aluminum reflector available on all tnc,c1,els. Higt-.ba? (HP.)cr Low•Dcry (LB) optics available depending upon application. per specd voltage using electronic. I>allast rated for 75°C. 90n2 ballast raring available for hig`n ambient opplications. .fhe T5L.FR.-45,4&, 654 ore for dri 6 damp locations. Ihe. Fi0 lamp is rcted cit 20.000 ba;r5. fhe 151 FR. 45'I 654 fi.res cye designed f or easy surface, chain or penclanr mounting and inst.:Ill.:it.Dn. 5/1.Watt, Total Vy'r...i.,-23/1 lampo;, 2.54 6 -Lamp ore chrAncp onti:c. Fee iipiencrkrd cktaoled :*og Cross Sections •IAYP 6 1.41.4P .0 0 Ordering Guide Fix1L/ie /Andel 1113-11 gll Buyi 1E -4.w c.Ouy T5L-FR 4 Lumps —.T 4 = 4 Lamps 6=6 Lamps • 5 75' .1 & 6.IAVP rirtatittSsigigNiatiiimiwiespg 17.50" Dirtemiont it .411w:cc. Lknr 54,-54 Vic% 1.ms to, 35-35001: .11,,4100 17: -1- 53-5000 41 141- 14.1411.0. 54 P NL P PCM.7.1..' 16. at 1.1-,1,0 {:r0g1VICriph 01 5,1,1 27 17 VAC 27,777 VW: .1e 1.11,11,1701?77 Cp.. Lim HK LIALT • 314 Huh CP• reoz., c.ciTi 14.1:j •••• Hce21, C•rt G1prIc4.4,rr era 8 DARWI Natural Pet Products Narrative In Support of Darwin's Natural Pet Products Building Permit Application 350 Teck Drive, Tukwila , WA REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila BUILDING DIVISION October 31, 2013 1.Types of Pet Food We manufacture fresh, al -natural meals for dogs and cats. Our meals consist of ground meat and vegetables, which are then packaged and frozen. 2. Production Methods Our production methods are very similar to those used to make sausage for humans, and utilize similar equipment a. We first chop our egetables in a bowl chopper. b. We then put our meat through a course grind in a grinder, then add the chopped vegetables and other ingredients and put the mixture through a second grind. c. We then utilize a stuffier to portion the mixture into half pound portions, which we package via a form -fill -and -seal packaging machine (similar to the way fresh pasta is packaged). d. We then freeze the finished product. 3. Production Output We currently produce about 40,000 lbs. per week. We are sizing the facility to permit 3-4 x our current level of production. 4. Staffing. We currently employ about 25 people in the company. Approximately eight production, eight in the warehouse and delivery, and the rest in customer se management. rary T..shjian, President CORREC"1 ]UN t31'1 1505 S. 93`d Street, Unit BP, Seattle, WA 98108 www.darwinspet.com work in rvice and RECEIVED CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER 206-323-7440 Mg'"nay 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 By Coffman Engineers Inc September 27, 2013 14‘63-#3i14 • REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 BUILDING f Tukwila DIVISION RECEIVED CITY OF TUKWILA OCT 092013 PERMIT CENTER G) -60yleAr Ce-otl/1PrSi4¢y 11°`) 4e' ‘C(241lA\A/ atA aLwele_ (-01. 6e. 1-.4;z44Y-41-- 914+' • 4 6 '5.slk‘Le-ust-i,4-tAik 1; \pel-tvecti„ tkeF TYYP 120f*YZ4kUt4s6 [12-465901t46 gg$AA UI3-P1APMRM DST rerZ S/vJ (ttLT'V W61/41 -Lb 1 z: aW Z LE) TiLX-Vr itD02-SPS25 }ttiu oN O' ' Swerc-i oug TYr� Ls J Lx- u` MAR. vittzT 41 - P\--Ss1D akArleve4.1 Sf Irteevt*� k5Aizt Art, iROF 0481 F L4 fog- Nt/S(y r iz-u r wi-u.b a.4 t4 g8 1 i Z: a W 2W • • Ste.. 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L,P17a12"i- rickti4E(, P ‘.1` 5v-)) 1 1 • e 1>--02)--IL-b &*bovve �4©zi 11/14 S1_-117,2— 1-F, `Z''t tt, IAA ete g IC I isle -R YL S-2-tol 53S z et..b CIO 41'0' tM ar-Alotte.o-rogx-E(701•1 retwe (to ti4-4e >it,ItN4°) 42s, -t'j6 Tizetitit44 %5 4p, /4WD cir,gfjk xi'.x(11414)-a. 0:77KI_3,1k' Nikko 17t0'(',k 3,5 t"' °**2 I L°, 7' 2<I .--- C2 '44 FCOFFM N G I N E E R AN S POW location d.b d"".)93 cied checked d.0. bno Project Name Page No. Bm/Jst Location/Description: Roof dead Toad (psf) live load (psf) tributary width (ft) Floor dead load (psf) live load (psf) tributary width (ft) Wall wall weight (psf) height (ft) Beam Span (ft) load duration/repetitive factor Beam Data Base Number tributary load (plf) moment (kip -ft) shear/reaction (kips) Required S (in^3) Required I (in^4) Required A (in^2) Size check existing GL girder 8-3/4x33 with additional 2kips 10.00 25.00 22.00 point Toad location to farthest support (ft) 15.00 40.00 0.00 additional total point load (kips) point load location to farthest support (ft) 10.00 D/C ratios 0.00 50.00 1.15 59 770.00 245.38 21.15 2.00 47.50 0.00 0.00 0.97 <8.75/6.75=1.30 1.40 <8.75/6.75=1.30 0.40 <8.75/6.75=1.30 1.00 2.0E PSL #N/A Beam No.61-88 Provided M Provided V Provided I #N/A #N/A #N/A DF#2 2048,35 28374.27 155.33' 6x18. Provided 280.73 2456.38 96,25 10.1:20, 24F -V4 or 24F -V8 DF GL 1066.85 28374.27 89.42 6-3/4x33 Provided 1094.87 20214.88 222.75 Beam No.20-60 Bm/Jst Location/Description: Roof dead load (psf) live load (psf) tributary width (ft) Floor dead load (psf) live load (psf) tributary width (ft) Wall wall weight (psf) height (ft) Beam Span (ft) load duration/repetitive factor check existing GL girder 8-3/4x33 w/o additional 2kips 10.00 25.00 22.00 point load location to farthest support (ft) 15.00 40.00 0.00 additional total point load (kips) point Toad location to farthest support (ft) 10.00 D/C ratios 0.00 50.00 1.15 0.00 47.50 0.00 0.00 0.96 <8.75/6.75=1.30 1.38 <8.75/6.75=1.30 0.37 <8.75/6.75=1.30 1.00 Beam Data Base Number tributary load (plf) moment (kip -ft) shear/reaction (kips) Required S (in^3) Required I (inA4) Required A (inA2) Size 59 770.00 240.63 19.25 2` 2008.°70 27825.00 141.38 x18 Provided 280 245 Beam No. 6 .73 .38 96.25 2.0E PSL #N/A Beam No.61-88 Provided M Provided V Provided I 24F -V4 or 24F -V8 DF GL 1046.20 27825.00 81.39 6-314x33 #N/A #N/A #N/A Provided 1094.87 20214.88 222.75 Beam No.20-60 rr DIM "B" -07 Fut COPY r L GREASE INTERCEPTOR SINGLE VAULT SYSTEM DIM "A' 600 - 6000 GALLON CAPACITIES CLEAR ACCESS OPENINGS 7 GROUT BOTH SIDES 2 - r (",_ RECAST DIVIDER --- • AN VIEW VENT PIPES 7 ADJUST GRADE OPTIONAL I 1•.0• i 1 —1 r�l ' I 6 DIM "E" 'o ° INSPECTION TEE TYPICAL -- - n I� TEE or ELBOW .,��' I SLOT BOTH SIDES RECEIVE') NOV 19 2013 TUKWILA PUBLIC WORKS 24" DIA. LOCKING FRAME & COVER / AIR & GAS TIGHT / 3 PLCS (2 PLCS ON 577 -GA) WATER DEPTH .°. \ .° n . GROUT ALL AROUND BOTH SIDES 2/3 LENGTH SECTION VIEW AA -i 2'-6" SLOT OUTLET DIM "C" DIM "D" 1'-0" 1/3 LENGTH RECEIVED ITY OF TUKWILA NOV 1 5 2013 IT CENTER PE GALLON CAPACITY 600 750 950 1000 1 1250 1500 1750 2000 2500 2750 1 3000 4000 1 5000 6000 UV Co. MODEL No. 577 -GA 577 -GA 577 -GA 4484 -GA! 4484 -GA 5106 -GA 5106 -GA 612 -GA 612 -GA 612 -GA 712 -GA 712 -GA 13'-1" 818 -GA 19'-11" 818 -GA 19'-11" 9'-11" DIM"A" 7'-0" 4'-8" 7-0° 4'-8" 7-0" 4'-8" 9'-0" 9-0" 11.-2" 5'-8" 11'-2" —12'-8° 6'-8" 12'-8" 5-8" 12'-88" 6'-8" 13'-1" DIM "B" 5-0" 5-0" 5-8° 5-0" 8'-0" 9'-11" DIM "C" 7-0" 7'-o" 7'-0" 7'-2" 7'-2" ) 7'-2" 7'-2" 8'-0" 8'-0" 8'-0" 8'-7" 8'-7" 8'-11" 10'-5" DIM "D" 3'-6" 4'-3" 5-3" 4'-2" I 5-2" 4'-4" 4'-11" 4'-7" 5-6" 6'-0" 5-0" 6'-6" 6'-2" 7'-2" WATER DEPTH DIM "E" 3'-2" 3'-11° 4'-11" 3'-10" 1 4'-10" 4'-0" 4'-7" 3'-10" 4'-9" 5'-3" 4'-7" 6'-1" 4'-9" 1 _ 5'-9° DESIGN CRITERIA: UNIFORM PLUMBING CODE - APPENDIX H NUMBER OF MEALS X WASTE FLOW x RETENTION x STORAGE = CAPACITY PER PEAK HOURS RATE TIME FACTOR IN GALLONS CORRExCTION LTR# Copyright 1992 NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH f'c = 4500 psi 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-185 GRADE 65 4. DESIGN: ACI -318-83 BUILDING CODE - ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES' 5. LOADS: H-20 TRUCK w/ 30% IMPACT PER AASHTO 6. FILL w/ CLEAN WATER PRIOR TO START-UP OF SYSTEM 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER Issue: April, 1992 DI 2" VENT LINE. CONNECT TO BUILDING VENT 2" OR LARGER DIM "A" 1' MIN INLET CONCRETE E 6" • PLAN VIEW ADJUST TO GRADE 1 t' INSPECTION TEE TYP • 1" TYP A \— SLOT BOTH SIDES — 24" DIA. LOCKING FRAME & COVER AIR & GAS TIGHT 3 PLCS (2 PLCS ON 577 -GA) 2' 6" 1 0 GROUT ALL AROUND BOTH SIDES 2/3 LENGTH SLOT 1/3 LENGTH OUTLET NOTES: SECTION A -A 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 PSI 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A-185 GRADE 65. 4. DESIGN: ACI -318-83 BUIILDING CODE ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES". 5. LOADS: H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SIZING CHART CLEAR ACCESS OPENINGS GALLON CAPACITY 1000 1250 GROUT 1750 2000 BOTH SIDES 2750 It hillI 4000 5000 6000 PRECAST DIVIDER 4484 -GA 5106 -GA 1' MIN INLET CONCRETE E 6" • PLAN VIEW ADJUST TO GRADE 1 t' INSPECTION TEE TYP • 1" TYP A \— SLOT BOTH SIDES — 24" DIA. LOCKING FRAME & COVER AIR & GAS TIGHT 3 PLCS (2 PLCS ON 577 -GA) 2' 6" 1 0 GROUT ALL AROUND BOTH SIDES 2/3 LENGTH SLOT 1/3 LENGTH OUTLET NOTES: SECTION A -A 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 PSI 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A-185 GRADE 65. 4. DESIGN: ACI -318-83 BUIILDING CODE ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES". 5. LOADS: H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SIZING CHART DESIGN Number Of Meals x Waste Flow x Retention x Storage = Capacity FORMULA: Per Peak Hours Rate Time Factor In Gallons GALLON CAPACITY 1000 1250 1500 1750 2000 2500 2750 3000 4000 5000 6000 UV CO. MODEL # 4484 -GA 4484 -GA 5106 -GA 5106 -GA 612 -GA 612 -GA 612 -GA 712 -GA 712 -GA 818 -GA 818 -GA DIM "A" 9'-0" 9'-0" 11'-2" 11'-2" 12'-8" 12'-8" 12'-8" 13'-1" 13•-1" 19'-11" 19'41'• DIM "B" 5'-0" 5'-0" 5'-8" 5'-8" 6'-8" 6'-8" 6'-8" 8'-0" 8'-0" 9'-11" 9'-11" DIM"C" 7'-2" 7'-2" 7'-2" 7'-2" 8'-0" 8'-0" 8'-0" 8'-7" 8'-7" 8'-11" 10'5" DIM "D" 4'-2" 5'-2" 4'-4" 4'-11" 4'-7" 5'-6" 6'-0" 5'-0" 6'-6" 6'-2" 7'-2" WATER DEPTH DIM "E" 3'-10" 4'-10" 4'-0" 4'-7" 3'-10" 4'-9" 5'-3" 4'-7" 6'-1" 4'-9" 5'-9" NOT TO SCALE City of Tukwila GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SHEET: SS -14 REVISION #1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER i DRAWING NUMBER cn cn 03 SMITH® JAY R. CUST DRIVEN MER SINCE IDS SMITH MFG. CO.® MEMBER OF MORRIS GROUP INTERNATIONAL POST OFFICE BOX 3237 MONTGOMERY, ALABAMA 36109-0237 (USA) TEL• 334.277-8520 FAX: 334-272-7396 wwrvi.jrsmilh.co LOCATION w Z 0 w Z -J a U rn rn 0 0 iu APPROVED BY: w U a M 0) 0) WE CAN ASSUME NO RESPONSIBILITY FOR USE OF SUPERSEDED OR VOID DATA DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCE AND CHANGE WITHOUT NOTICE 9935 SERIES ENVIRO-FLO®U INLINE CATCH BASIN TOP VIEW 19.68 (500) Rebar Installation Bracket (2 Per Basin) 18 12 17 12 (460) (435) 41101) No -Hub Outlet Connection 22.75 (578) 611(152) No -Hub Outlet Connection REGULARLY FURNISHED: 100% Polypropylene with U.V. Inhibitors. Molded Catch Basin with 4" and 6" Preformed No -Hub Outlet Connection. Supplied with Secured Grate. NOTE: Catch basin requires a minimum of 4" of concrete or slab thickness, whichever is greater, around and under complete unit. NOTE: Dimensions shown in Parentheses are in Millimeters H 4-19-13 Revised Drawing G 04/11/05 Added Shim Note F 06/13/01 Edited Notes E 3-02-00 Polypropylene was Polvethelene 4.75 '-(121) FRONT VIEW 5.88 (149) VARIATIONS: Plastic Sediment Bucket -BP F.-1 Closing End Cap -ES Channel Shim 9930 -ES` 1 Stainless Steel Overlay Rails See back Sheet for Grate Specifications `NOTE: Shim is required if a channel shallower than a #20 is used with the basin. Cut shim to fit opening in the basin under the channel. TBW MD JJ PJ JJ MD SA PACE REV. 1 DATE 1 DESCRIPTION 1 BY 1 CKD. BY WEIGHT POUNDS VOLUME CUBIC FEET FIGURE NUMBER 9935 DRAWING NUMBER in N w z 0 w z J U rn N w 0 a APPROVED BY: w U a. m z 0 ¢CC m 0 ▪ z SMITH® JAY R. WE CAN ASSUME NO RESPONSIBILITY FOR USE OF SUPERSEDED OR VOID DATA DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCE AND CHANGE WITHOUT NOTICE CUSTOMER DRIVEN SMITHISMFG. CO.®MEMBER OF TEL: 334,277-8520 FAX: 334-272-7306 v.rww.8801191.cornMONTGOMERY, ALABAMA 38109-0237 (USA) POST OFFICE BOX 3237 ° MEMBER OF: LOCATION 9931 SERIES EXTRA HEAVY DUTY ENVIRO-FLO® DRAIN SYSTEM HYDRAULIC CAPACITY AND DEEP END DEPTHS 9931 SYSTEM CHANNEL NUMBER DEEP END IN. DEPTH MM. SLOPE SINGLE EST CFS CHANNEL EST GPM WEIGHT Lbs. 99311 6.73 172 0.6%D .29 128 46.50 9931-1N 6.73 172 0.0% .29 128 46.50 9931-2 6.97 178 0.6% .31 141 47.50 9931-2N 6.97 178 0.0% .31 141 47.50 9931-3 7.21 185 0.6% .34 151 48.50 9931-3N 7.21 185 0.0% .34 151 48.50 9931-4 7.45 191 0.6% .36 164 49.50 9931-4N 7.45 191 0.0% .36 164 49.50 9931-5 7.69 197 0.6% .39 177 49.50 9931-5N 7.69 197 0.0% .39 177 49.50 9931-6 7.93 203 0.6% .42 187 49.50 9931-6N 7.93 203 0.0% .42 187 49.50 9931-7 8.17 209 0.6% • .45 200 49.50 9931-7N 8.17 209 0.0% .45 200 49.50 9931-8 8.41 215 0.6% .47 213 50.50 9931-8N 8.41 215 0.0% .47 213 50.50 9931-9 8.65 221 0.6% .49 224 51.50 9931-095N 8.65 221 0.0% .25 114 25.25 9931-9N 8.65 221 0.0% .49 224 51.50 9931-10 8.89 228 0.6% .53 237 52.50 9931-10N 8.89 228 0.0% .53 237 52.50 9931-11 9.13 234 0.6%D .56 250 52.50 9931-11N 9.13 234 0.0% .56 250 52.50 9931-12 9.37 240 0.6% .58 261 52.50 9931-12N 9.37 240 0.0% .58 261 52.50 9931-13 9.61 246 0.6% .61 274 52.50 9931-13N 9.61 246 0.0% .61 274 52.50 9931-14 9.85 252 0.6% .64 287 52.50 9931-14N 9.85 252 0.0% .64 287 52.50 9931-15 10.09 258 0.6% .67 301 52.50 NOTE: The grate securing bolts must remain secured in the grate and tightened to the locking bar installed in the channel. If the grate securing bolts are removed from the grates for maintenance of the trench drain, they must be replaced and retightened. If the grate securing bolts are left out of the grates, the life span of the trench drain system could be affected along with the safety of pedestrian traffic. Extra Heavy Duty, DIN 19580 Class E-135,00 lbs - 2,788 psi For commercial solid tire traffic patterns, forklifts and impacts from steel struts or metal wheels. 9870 -D -MS - Solid Ductile Iron X 9870-M - Slotted Ductile Iron 26.40 SQ. IN. 9870 -ADA - ADA Longitudinal Ductile•Iron 28.50 SQ. IN. K 2-22-12 J 12-20-04 H 8-20-04 G 03/11/02 F 3-8-00 Added Load Class C Deleted #15N Channel Deleted9870-ML Grate Added 095N Channel Deleted Recycled Symbol TBW PJ TBW PJ RN PJ JJ PJ PJ ***NOTE:The 1/2 Meter Channel does not have a Vertical Outlet. Heavy Duty, DIN 19580 Class C -56,000 lbs - 1,162 psi For commercial pneumatic tire traffic patterns, forklifts and tractor trailers 9870 -460 -CI- 3 15/16" x 3/8" cast iron slotted grate (21.00 SQ. IN) SMITH° JAY R. SMITH MFG. CO. S D RAINAGS': SVSTlMS''' REV. 1 DATE DESCRIPTION 1 BY 1 CKD. BY WEIGHT POUNDS VOLUME CUBIC FEET FIGURE NUMBER 9931 BS cc SMITH® JAY R. CUSTOMER DRIVEN SMITH MFG. CO.® MEMBER OF MORRIS GROUP INTERNATIONAL POST OFFICE BOA 3237 MONTGOMERY. ALABAMA 36109-0237 (USA) TEL FAX: 334.2724'396 www.jrsmith.cam LOCATION to z 0 wz 0 APPROVED BY: w 0 a. . w co a. w 0 w 2 0 >- 2 3 2 cc K WE CAN ASSUME NO RESPONSIBILITY FOR USE OF SUPERSEDED OR VOID DATA DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCE AND CHANGE WITHOUT NOTICE 9931 SERIES EXTRA HEAVY DUTY ENVIRO-FLO® DRAIN SYSTEM FUNCTION: Used in all surface drainage, may be assembled in any length utilizing ductile iron frame system that is recommended for situations requiring an extra heavy duty rating to protect against hard wheel traffic, impact of steel containers, struts and metal wheels. 49'-2 1/2" (15 meters) Sloped 1 u 10 45'-11" (14 meters) Non Sloped 11 12 13 14 15 • -I 1N 2N 3N / Non -Sloping Neutral Channels 4N 5N L1 11 6N 7N 8N 1/2 Meter Neutral Channel 9N u 095 N 10N Universal Closing End Cap Specify Shallow or Deep End LJ 11N 12N ff u 13N 14N 4" Horizontal Outlet Cap Fits Channels #10 thru #15 *Catch Basin 9936-15 00 NOTE: All 1 Meter Long Sloped and Neutral Channels have a Molded 4" (111 mm) No -Hub bottom Connection. The #095N 1/2 Meter Channel does not have a bottom Outlet Connection. Ductile Iron Frame—, Polypropylene —.. Channel Clip i o Female End —•".. TOP VIEW 39 38' e—e FJIVIRO.F10 l 1 L1-4.12 Typ. Male End 4' NO -HUB Vertical Outlet I r 2.50' (Typ.) Dimension from invert of channel to bottom of J outlet connection SIDE VIEW REGULARLY FURNISHED: 1 Meter (3.28') 100% Recycled Polypropylene with U.V. Inhibitors. Channel of Interlocking Design with a Built-in Slope of .6% with Radiused Bottom along with Ductile Iron Frame Support System, (8) Galvanized Concrete Anchors. Supplied with Secured Grate. "NOTE: If catch basin is specified for any other channel except tor the #15 channel, a channel shim must be ordered part number 9930-ESK R 11-20-07 Added 4" Horizontal Outlet O 6-17-05 Added Note P 12-20-04 Removed #15N Channel N 9-30-04 Revised Catch Basins 1.10' (28mm) 1.50' (38mm) 6.49'- 0.09' (165mm-258mm) VARIATIONS: Grate Specifications (See Back) Closing End Cap Horizontal Outlet 4" (Specify Channel) Channel Chair Catch Basin Only 9936 (Specify Outlet Channel) Catch Basin Bucket, available catch basin only 9936 Note: This trench drainage system is designed for "on grade applications only", as there are no provisions for a flashing flange or flashing clamp. 6.5' (165mm) 6.1' (155mm) —►. �a.9' (125mm) F.4" (102mm)►iMil iroi•nommommitit[iAl Ductile Iron Frame / (Specify Grate Required) "—Concrete Anchors (8) Regularly Furnished per 1 meter section Rante Arrow RN TBW TB W PJ PJ PJ Locking Groove SMITH. JAY R. SMITH MFG. CO. S o p;k I'u'WE i".1i;r.a i SM 6 REV. I DATE I DESCRIPTION I BY CKD. BY WEIGHT POUNDS VOLUME (FIGURE NUMBER CUBIC FEET 9931 Magellan • ARCHITECTS • Ta 425-885-4300 FAX 425-885-4303 8383 158th Ave. NE, #280 Redmond, \VA 98052 Plan Review Comments Response Plans Examiner: Permit No: Project Name: Contact Person: Date: Allan Johannessen D13-314 Darwin's Pet Foods mag llananrhi[ectg.com Phone: 206.433.7163 Kevin Sutton Project Number: 13-050 10/24/2013 Per your Correction Notice #1 dated October 17, 2013 Phone: 425.885.4300 1. Provide a door schedule. Indicate all door hardware specifications in the door schedule. Key reference doors in the door schedule to the floor plan. R: See sheet A2.1 for door Schedule and door types. We've also attached some example cut sheets for possible doors for your reference. 2. Provide engineers specifications for special inspections of concrete and other items, if any, requiring special inspections i.e. epoxy grouting and steel fabrication. R: See sheet S1.1 for Special Inspection note. 3. Provide a reflective ceiling plan. Plan shall specify type of ceiling and show all lighting existing and new. For new ceilings provide construction details with specification. R: See sheet A2.32 for Reflected ceiling plan, showing existing and new light fixture. The freezer ceiling will be submitted as an engineered package in a deferred submittal. Lights are shown in approximate locations. An engineered lighting and electrical design will be submitted as a deferred package. 4. The egress plan indicates common paths of travel by dark dashed lines. Any paths of travel shall be required to be provided with emergency illumination. Therefore those lines shown are where emergency illumination shall be provided. Please verify the paths shown are what are intended for emergency illumination. Egress illumination May be specified on that sheet or the reflective ceiling plan mentioned in item #3. (2012 me Section 1006) R: See sheet A0.2 for the revised Egress Plan, showing Emergency Paths. CORRECTION RECEiVEU CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER \MAGELLANFS3Wrojeo\Projects-Current\13\13-050 Darwin's Pet New Office \Correspondence\City\Building Dept Comment I\BLDG Division Review - Responce Letter.docx 05-075 11/14/2013 Page 2 of 2 5. Provide a lighting budget form in compliance with 2012 Washington State Nonresidential Energy Code. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). R: See attached lighting Form; it's preliminary until the final engineered design is completed and submitted as a deferred package. 6. Storage racks over 5'-9" in height shall require a separate permit. All rack storage fixtures greater than 8 -feet shall have the method of anchorage/bracing designed by a professional engineer. Periodic special inspections are required in all cases during the anchorage of racks over 8 -feet in height. Non -fixed and moveable fixtures, cases, racks counters and partitions not over 5'-9" in height does not require a building permit for the installation thereof. (This is for your information only. A response is not required for this review memo.) R: A deferred submittal for a separate permit will be made. I trust that the above responses will be sufficient to complete the review of this project. Should there be further questions or clarifications needed please do not hesitate to contact me directly at 425-885-4300 or via email at kevin@magellanarchitects.com. Sincerel Kevin on Magellan Architects VP Magellan • ARCHITECTS • m. 425-885-4300 FAX 425-885-4303 8383 158th Ave. NE, #280 Redmond, WA 98052 Plan Review Comments Response Plans Examiner: Permit No: Project Name: Contact Person: Date: Joanna Spencer D13-314 Darwin's Pet Foods m I,� le_ anardiiteets.com Phone: 206.431.2440 Kevin Sutton Project Number: 13-050 10/24/2013 Phone: 425.885.4300 Per your Correction Notice #1 dated October 10, 2013, and Correction Notice #2 dated October 17, 2013: 1. Please provide a brief narrative describing production operations — type of pet food, production methods, weekly or monthly production output, etc. How many people will be working there? R: See attached Narrative. 2. Applicant shall execute the attached King County Metro Non -Residential Sewer Use Certificate. Please list only new plumbing fixture units and not the ones replaced in kind. If there were plumbing fixtures removed and not replaced, please list them on a separate sheet R: See attached Sewer Use Certificate. 3. The City requires a grease interceptor on all buildings where food preparation occurs. The grease interceptor shall be a three compartment double baffle type interceptor per City of Tukwila GREASE INTERCEPTOR Detail SS -14 (see attached). Applicant shall submit grease interceptor installation site plan together with interceptor sizing calculations. Please contact Mr. Mike Cusick, P.E., Public Works Senior Water and Sewer Engineer at (206) 431-2441 if you have questions regarding this requirement. Please show how the floor drains will tie into the outside grease interceptor. R: See Sheet A2.1 for approx. location of Grease Interceptor & Pump downstream of interceptor. Engineered design will be provided as a deferred submittal. This approach has been discussed with Mike Cusick. 4. Applicant shall contact Mr. Arnaud Girard, Industrial Waste Program, King County Wastewater Treatment Division at 206-263-3012 to determine if Industrial Waste Permit or letter of authorization to discharge to the sanitary sewer system is required. R: We have contacted Mr. Arnaud Girard and filled out the industrial waste program survey and returned to King County, their review in process. 5. Food processing is considered a high health cross -connection hazard according to Table 9 of WAC 246-290-490 (see attached) and requires installation of a Reduced Pressure Principle Assembly (RPPA) for in premise cross -connection control. On your plumbing plan please show RPPA installation diagram for in -premise isolation. Specify on plan size and manufacturer/model no. of proposed RPPA and provide a backflow cut sheet. Circle the RPPA to be installed R: See added note on Sheet A2.1. RPPA location and size will be included with engineered design and provided as a deferred submittal. RECEIVED CITY OF TUKWILA CORRECTION LTR# • : ' "' NOV 1 5 2013 AMAGELLANFS3\Pruject\Pr jects-Current\13\13-050 Darwin's Pet Ne ce\Corr ny\Building Dept Comment public Wort. Comments - Responce Letter.docx PERMIT CENTER 05-075 11/14/2013 Page 2 of 3 • • 6. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. Since the project eventually will include alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of approved backflow prevention on the domestic water supply to the building and landscape irrigation lines. The City has determined that the subject building has deficiencies on domestic water service and fire prevention and irrigation lines. a. Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing permanent water meter. Installation at another location requires• the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Please specify on your plan backflow size, manufacturer, and model number and submit a cut sheet of the proposed device. Circle the backflow you plan to install. R: See response to comment #5 b.Fire Prevention Service There is an existing Detector Double Check Valve Assembly (DDCVA) on the fire connection; however, it is overdue for the required annual testing. It was due in June 2013. As of today our Water Department has not received the test report. Please have the device tested by a certified tester and submit the report. R: Check valve assemblies have been tested. See attached report. c. Landscape Irrigation There is a Double Check Valve Assembly (DCVA) installed on the irrigation system that the City has never received a test report for. Please have the backflow tested and submit the report. R: Check valve assemblies have been tested. See attached report. On October 11, 2013 a separate letter addressing backflow deficiencies was mailed to the property owner, Pancratz Holdings, LLC in Tukwila. I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. 7. Please submit a construction cost estimate for the site work associated with this project and fill out the I51 page of the attached Public. Works Bulletin A-2. R: There are no anticipated costs for the items noted in this bulletin. We've noted the amounts as $0.00 and included the form with this resubmittal. I trust that the above responses will be sufficient to complete the review of this project. Should there be further questions or clarifications needed please do not hesitate to contact me directly at 425-885-4300 or via email at kevin@magellanarchitects.com. Sincerely, _ Kevin Sutton Magellan Architects ir • October 21, 2013 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Kevin Sutton Magellan Architects 8383 158th Av NE, Suite 280 Redmond, WA 98052 RE: Correction Letter #1 Development Permit Application Number D13-314 Darwin's Pet Food — 350 Treck Dr Dear Mr. Sutton, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allan Johannessen at 206 433-7163 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431-2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, .1•P Bill Rambo Permit Technician File No. D13-314 W:V'ermit Center\Correction Letters\2013\D13-314 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: October 17, 2013 Project Name: Darwin's Pet Food Permit #: D13-314 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. Provide a door schedule. Indicate all door hardware specifications in the door schedule. Key reference doors i,:n the door schedule to the floor plan. 2. Provide engineers specifications for special inspections of concrete and other items, if any, requiring special inspections i.e. epoxy grouting and steel fabrication. 3. Provide a reflective ceiling plan. Plan shall specify type of ceiling and show all lighting existing and new. For new ceilings provide construction details with specification. 4. The egress plan indicates common paths of travel by dark dashed lines. Any paths of travel shall be required to be provided with emergency illumination. Therefore those lines shown are where emergency illumination shall be provided. Please verify the paths shown are what are intended for emergency illumination. Egress illumination may be specified on that sheet or the reflective ceiling plan mentioned in item #3. (2012 IBC Section 1006) 5. Provide a lighting budget form in compliance with 2012 Washington State Nonresidential Energy Code. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). 6. Storage racks over 5'-9" in height shall require a separate permit. All rack storage fixtures greater than 8 -feet shall have the method of anchorage/bracing designed by a professional engineer. Periodic special inspections are required in all cases during the anchorage of racks over 8 -feet in height. Non -fixed and moveable fixtures, cases, racks counters and partitions not over 5'-9" in height does not require a building permit for the installation thereof. (This is for your information only. A response is not required for this review memo.) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. • • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: October 17, 2013 PROJECT: Darwin's Natural Pet Products @ 350 Treck Drive PERMIT NO: D13-314 (Review #1) PLAN REVIEWER: Contact Joanna Spencer at (206) 431-2440 if you have any questions regarding the following comments. 1) Please provide a brief narrative describing production operations — type of pet food, production methods, weekly or monthly production output, etc. How many people will be working there? 2) Applicant shall execute the attached King County Metro Non -Residential Sewer Use Certificate. Please list only new plumbing fixture units and not the ones replaced in kind. If there were plumbing fixtures removed and not replaced, please list them on a separate sheet. 3) The City requires a grease interceptor on all buildings where food preparation occurs. The grease interceptor shall be a three compartment double baffle type interceptor per City of Tukwila GREASE INTERCEPTOR Detail SS - 14 (see attached). Applicant shall submit grease interceptor installation site plan together with interceptor sizing calculations. Please contact Mr. Mike Cusick, P.E., Public Works Senior Water and Sewer Engineer at (206) 431- 2441 if you have questions regarding this requirement. Please show how the floor drains will tie into the outside grease interceptor. 4) Applicant shall contact Mr. Arnaud Girard, Industrial Waste Program, King County Wastewater Treatment Division at 206-263-3012 to determine if Industrial Waste Permit or letter of authorization to discharge to the sanitary sewer system is required. 5) Food processing is considered a high health cross -connection hazard according to Table 9 of WAC 246-290- 490 (see attached) and requires installation of a Reduced Pressure Principle Assembly (RPPA) for in premise cross -connection control. On your plumbing plan please show RPPA installation diagram for in -premise isolation. Specify on plan size and manufacturer/model no. of proposed RPPA and provide a backflow cut sheet. Circle the RPPA to be installed. 6) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. Since the project eventually will include alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the domestic water supply to the building and landscape irrigation lines. The City has determined that the subject building has deficiencies on domestic water service and fire prevention and irrigation lines. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Rock or equal freeze protection enclosure anchored to a minimum Comments 1 D13-314 Page 2 October 16, 2013 4" thick concrete pad. Please specify on your plan backflow size, manufacturer, and model number and submit a cut sheet of the proposed device. Circle the backflow you plan to install. b) Fire Prevention Service There is an existing Detector Double Check Valve Assembly (DDCVA) on the fire connection; however, it is overdue for the required annual testing. It was due in June 2013. As of today our Water Department has not received the test report. Please have the device tested by a certified tester and submit the report. c) Landscape Irrigation There is a Double Check Valve Assembly (DCVA) installed on the irrigation system that the City has never received a test report for. Please have the backflow tested and submit the report. On October 11, 2013 a separate letter addressing backflow deficiencies was mailed to the property owner., Pancratz Holdings, LLC in Tukwila. I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. 7) Please submit a construction cost estimate for the site work associated with this project and fill out the 1st page of the attached Public Works Bulletin A-2. (W:PW Eng/other/Joanna Spencer/Comments 1 D13-314 PW) PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-314 DATE: 11-15-13 PROJECT NAME: DARWIN'S PET FOOD SITE ADDRESS: 350 TRECK DR Original Plan Submittal _ X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: B it n Division iPiVC '0G113 Pu lic Works Fire Prevention Structural Planning Division n Permit Coordinator r DETERMINATION OF COMPLETENESS: (Tues.; Thurs.) DUE DATE: 11-19-13 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required 111 No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: • DUE DATE: 12-17-13 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 • • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-314 DATE: 10-09-13 PROJECT NAME: DARWIN'S PET FOOD SITE ADDRESS: 350 TRECK DR X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMEN S: I in .Dlvlslpn Public Mks 4IAA c (-�S 3 �V( AlP 01913 Fire Prevention Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-10-13 Complete Incomplete ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved I 1 Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11-07-13 Not Approved (attach comments) F DATE: Permit Center Use Only I CORRECTION LETTER MAILED: l 1 �q )-I ` \ 3 Departments issued corrections: Bldg_ Fire 0 Ping 0 PW — Staff Initials: Documents/routing slip.doc 2-28-02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I I— Plan Check/Permit Number: D 1 3 -3 14 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Darwin's Pet Food Project Address: 350 Treck Dr Contact Person: Ke.vi ( .S u+i-en Phone Number: 4ZS. MS' • 4 3b Summary of Revision: 1.$12- lAwArt NA—e8. 4i nuit,e ke-d ?Iv✓ tio::,ns a1n.e-nk-S �aCcll� co.d S1/4eick � ncere-C1 plus air con,. inS ikS a cle6.cnd sM.A-G,1. �ral�(M�n 1.;EPiAs ka�0,As Leen (JrD�li . RECEIVED CITY f1F Ti nnRtil A H9V .15 2013 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision qVi Received at the City of Tukwila Permit Center by: �.L j Entered in Permits Plus on 1(_(S\- \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: DI1/2:51LI La King County Department of Natural Resources and Parks Wastewater Treatment Division Non -Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type So Trecx. Property Street Address TIkw I C. w f4 8156 City State ZIP Ocaw; n'S neAute,l Pdt- Focck Owner's Name Subdivision Name Lot # Subdiv. # Block # For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # b 22 340 - bU4S Party to be Billed (if different from owner) RECEIVED CITTOT TUKWILA City or Sewer District Date of Connection T�,.ii� G. NB�tQ13— Building Name Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑ Yes 0 No ( ) Was building on Sanitary Sewer? 0 Yes 0 No Property Contact Phone Number (with Area Code) Was Sewer connected before 2/1/90? 0 Yes 0 No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? 0 Yes 0 No (if applicable) ( ZbCD ) 323 — 744-o Owner's Phone. Number (with Area Code) P Owner's Mailing Address I SOS S . `i 3`—� St-. t tJ 0- (3P Seait}le , oA113106 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 4 G 2. - Dishwasher Dishwasher 2 2 Drinking fountain (each head) 1 .5 2. d Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 3 4.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 0.3-6 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE RCE shin S �ewAer ccmeC&A. nv New C ('A Cn pre fose. Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct.) unde deviation will require resubmission of corre-r-• • Print Name of Owner/Representative Kev;," SvI-to1 Signature of Owner/Representative d that the capacity charge levied will be based on this information and any r determination of a revised capacity charge. Date 11114113 GATEWAY CONSTRUCTION SIWS INC Washington State Department of kjLabor & Industries Page 1 of 2 GATEWAY CONSTRUCTION SRVCS INC Owner or tradesperson SACCO, RONALD Principals SACCO, RONALD Doing business as GATEWAY CONSTRUCTION SRVCS INC WA UBI No. 602 086 011 5602 2nd Ave. S. SEATTLE, WA98108 206-621-9111 KING, County Business type Corporation Governing persons CHARLESJPORTER License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. GATEWCS992C3 Effective — expiration 02/26/2001 — 03/04/2014 Bond TRAVELERS CAS & SURETY CO Bond account no. 105165492 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 08/21/2008 08/19/2008 Insurance Travelers Indemnity Company Th $1,000,000.00 Policy no. DTC0527D03331ND12 Received by L&I Effective date 07/24/2013 08/01/2012 Expiration date 08/01/2014 Savings No savings accounts during the previous 6 year period. httns://secure.lni.wa.aov/verify/Detail.aspx?UBI=602086011 &LIC=GATEWCS992C3&S... 12/10/2013 Natural Pet Produce s DEFERRED SUBMITTALS MECHANICAL: 1. 1HE 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 MTM THE ARCHITECTURAL DRAWINGS. EXISTING BUILDING DARWIN'S NATURAL PET PRODUCTS PRODUCTION & DISTRIBUTION FACILITY GENERAL NOTES SEPARATE PER;VIIT REQUIRED FOR: v. ElsaIdeal Plumbing Gas Piping City cf Tukwila BUIL.D.ING DIVISION 350 TRECK DRIVE TUKWILA, WA 98188 REFERENCE SITE PLAN 2. THE GENERAL CONTRACTOR'S MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPL1NG FOR AND SECURING ALL NECESSARY MECHANICAL PERMITS. 3. THE GENERAL CONTRACTOR'S PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING AU. 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 DRAVWNG THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS. 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 ARCHITECTS CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUC11ON STANDARDS. THE GENERAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY ELECTRICAL PERMITS. REFRIGERATION: 1. THE REFRIGERATION WORK FOR THE PROJECT SHALL BE 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 FIRE PROTECTION DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS. 2 THE GENERAL CONTRACTOR'S FIRE PROTECTION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY FIRE PROTECTION PERMITS. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE MO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WIM A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL 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. C. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT 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 SHALL VERIFY LOCATION OF ALL U11U11ES AND PIPING BEFORE BEGINNING WORK. E. THE GC SHALL COORDINATE ALL OPERATIONS VATH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUP1ION OF MECHANICAL AND ELECTRICAL SERVICES, NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE 11ME WORK IS TO COMMENCE. F. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WIM THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND 1I1H SUCH STANDARDS AS ARE SPECIFIED. G. GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBU1ION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECTS APPROVAL GC SHALL PROVIDE SHOP DWGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED ARE DOORS AND HARDWARE). J. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDI1ION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECTS APPROVAL AND AT NO ADDITIONAL COST TO THE OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTAUATION 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 US11NG ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WMH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICA11ONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. H. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLA11ON INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. THE FLOORS MAY BE OCCUPIED DURING 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. FILE COPY Permit No. Pilin review approval is subject to errors and omission, Approval of construction documents does not autin;t1 the violation of any adopted code or ordinance. ,eco, -e. of approved Field C 'yand conditions is acknowledgco' By Date: 12 lib\ City Of'�kwila BUILDING DIVISION SHEET INDEX ARCHITECTURAL: A0.1 COVER SHEET AND SITE PLAN A0.2 EGRESS PLANS A0.3 ICC/ANSI GENERAL CODE NOTES A0.4 ICC/ANSI GENERAL CODE DETAILS D1.1 DEMOLITION PLAN A2.1 A2.2 FLOOR PLAN FIXTURE PLAN INSTALLATION OF MECHANICAL ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EASING WALLS, CEIUNGS OR FLOOR CAVITIES. THE GC SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE, FILL ALL HOLES AND VOIDS IN FLOORS WALLS AND CEIUNGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXIS11NG MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. M. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, CR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT NTH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE -UPPED 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 WALLS. MAKE PATCHES YWTH NEAT, TRIMMED EDGES: MATCH ADJACENT EXISTING WORK, ARCHITECTURAL ABBREVIATIONS SYMBOLS LEGEND VICINITY MAP TRECK DRIVE PROJECT DATA SYMBOLS: AT & AND L ANGLE CENTER UNE © COPYRIGHT DEGREE 0 DIAMETER EQUAL > GREATER THAN < LESS THAN NUMBER PERCENTAGE t PLUS/MINUS PLATE ABBREVIATIONS: A.B.E. AVERAGE BUILDING ELEVATION A/C AIR CONDITIONER ADJ ADJUSTABLE, ADJACENT ADMIN ADMINISTRATION AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ALT ALTERNATE ASR AUTOMA1C SPRINKLER RISER AVG AVERAGE BFF BELOW FINISH FLOOR BFG BELOW FINISH GRADE BD BOARD BLDG BUILDING B/S BUILDING STANDARD B.O. BOTTOM OF BOT BOTTOM BTW BETWEEN CB CATCH BASIN C.I. CAST IRON GIP CAST IN PLACE CJ CONTROL JOINT, CONSTRUCTION JOINT CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS CONSTR CONSTRUCTION CONTR CONTRACTOR CPT CARPET CT CERAMIC 11LE DF DRINKING FOUNTAIN DS DOWNSPOUT DWG DRAWING EA EACH EI.EV ELEVATION, ELEVATOR ELEC ELECTRICAL EJ EXPANSION JOINT EQ EQUAL EXIST EXISTING EJ EXPANSION JOINT EXP EXPANSION EXT EXTERIOR F.C.I.C. FURNISH BY CONTRACTOR INSTALL BY CONTRACTOR FD FLOOR DRAIN FDN FOUNDATION FF FINISH FLOOR F.0.1.0. FURNISHED BY OWNER INSTALLED BY OWNER FEC FIRE EXTINGUISHER CABINET F.O.I.C. FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FPHB FROST PROOF HOSE BIBB FRP FIBER REINFORCED PANEL(S) FTG FOOTING GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GLP GYPSUM LATH & PLASTER GWB GYPSUM WALLBOARD H HIGH, HEIGHT HB HOSE BIBB HM HOLLOW METAL HORIZ HORIZONTAL HT HEIGHT HTR HEATER INSUL INSULATION JT/JTS L LAM LF. LW LVL MAS MAX M.B.S. MCI MECH MEZZ MTL MFG MFR MH MIN MISC M.O. M.R. MTD MTG NIC NOM NTS OC O.H. OPP o/ PERP PL P -LAM PLUMB PNL PROJ PRV PT QT QTR R RD RL RECD REF JOINT,JOINTS LONG, LENGTH LAMINATE, LAMINATED LINEAR FOOT, LINEAL FOOT LIGHT WEIGHT LEVEL MASONRY MAXIMUM METAL BUILDING SUPPLIER MARMOLEUM COMPOSITE TILE MECHANICAL MEZZANINE METAL MANUFACTURING MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MOUNTED MOUNTING NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OVERHEAD OPPOSITE OVER PERPENDICULAR PLATE, PLASTIC LAMINATE PLUMBING PANEL, PANELING PROJECT, PROJECTED PRESSURE REDUCING VALVE POINT QUARRY 11LE QUARTER RADIUS ROOF DRAIN RAIN LEADER RECEIVED REFRIGERATOR, REFERENCE REINF REQ'D RF RR RO ROW S.A.M. SCHED SC SF SG SHT SIM SPEC SO SS STD S1L STRUCT SUSP SYS T&B TEL TEMP T&G TG T.O. TYP U11L U.O.N. VCT VERT w/ w/o W -MAT WR WRB WT WVAI WWF Y.C. REINFORCING REQUIRED RUBBER FLOORING RESTROOM ROUGH OPENING PUBLIC RIGHT OF WAY SELF ADHESIVE MEMBRANE SCHEDULE SOLID CORE SQUARE FOOTAGE SAFETY GLASS SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL, SANITARY SEWER STANDARD STEEL STRUCTURE, STRUCTURAL SUSPENDED SYSTEM TEMPERED, TREAD, TOP TOP & BOTTOM TELEPHONE TEMPERED TONGUE & GROOVE TEMPERED GLASS TOP OF TYPICAL UTILITY UNLESS OTHERWISE NOTED VINYL COMPOSITION 11LE VERTICAL WITH WITHOUT WALK OFF MAT WATERPROOF WATER RESISTANT WATER RESISTANT BARRIER WEIGHT WELDED YWRE MESH WELDED WIRE FABRIC YARD DRAIN REVISION NO. (11111 BLOCK SHOWS REV. DATE) INDICATES REVISED AREA DETAIL NO. DESIGNATION SHEET THAT DETAIL IS SHOWN BLDG. SECTION NO. SHEET THAT SECTION IS SHOWN WALL SECTION NO. SHEET THAT SECTION IS SHOWN INTERIOR ELEV. NO. BE- WALL ORIENTATION SHEET THAT INTERIOR ELEV. IS SHOWN +8'-0" CEIUNG HEIGHT TRUE NORTH ACT CFD TNG FINISH CEIUNG TYPE PROJECT NORTH ROOM NAME ROOM NAMROOM NAME E XXX IE -----ROOM ROOM NO. XXX S.F. (ROOM AREA PL -1 FINISH SCHEDULE KEY X XXX. EQUIP. SCHEDULE KEY CASEWORK DTL NO. SHEET NO. WALL TYPE NO. INSULATION KEY WALL TYPE LETTER DATUM POINT SHEET KEY NOTE DOOR SCHEDULE KEY (CORRESP. TO ROOM NO. WHERE DOOR OCCURS) DOOR SUFFIX WINDOW SCHEDULE KEY GRID DESIGNATION ROOF SLOPE AND DIRECTION KEY BREAK UNE SYMBOL MATCH UNE MATCH UNE .Inn: zrnNlr. yL9�i(� k 411, Y(y u rte s 1 ^¢.f1 `NfRNf REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal end may include additional pian review fees. t LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARK # 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 LFT RAD 410.28 FT C/A 11-03-01 DIST 79.13 FT TO TPOB TH CONTG ALG CURVE TO LFT 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 TPOB LESS UP RR OPER R/W PARCEL NUMBER: JURISDICTION: SECTION/TOWNSHIP/RANGE: PROPERTY NAME: YEAR BUILT/STORIES/BLDGS ON SITE: ZONING: OCCUPANCY GROUP CLASSIFICATION: CONSTRUC11ON TYPE/CLASS: EXISTING AREA CALCS. AND CONDITIONS: GROSS LAND AREA: GROSS BLDG FLOOR AREA: FIRST FLOOR AREA (OFFICE): FIRST FLOOR AREA (WAREHOUSE): MEZZANINE FLOOR AREA (OFFICE): TENANT IMPROVEMENT AREA: 022340-0045 CITY OF TUKWLA NE 26 23 4 PANKRATZ HOLDINGS LLC (KELLY-G00DWWN HARDWOODS) 1975, 1, 1 TUC F-1, B ACCESSORY TYPE IV, SPRINKLERED, ALARMED 53,904 S.F. (1.24 ACRES) 26,157 S.F. 3,619 S.F. 17,460 S.F. 5,078 S.F. 21,079 S.F. REFER TO FLOOR PLAN, SHEET A1.1 FOR EXITING INFORMATION. CORRECTION LTR# REVIEWED FOR CODE COMPLIANCE APPROVED DEC 00 6 2013 t2FS• ‘P-- City of u iia BUILDING ISION A5.1 ENLARGED RESTROOM PLAN AND INTERIOR ELEVATIONS A8.1 INTERIOR DETAILS STRUCTURAL: S1.1 STRUCTURAL DETAILS PROJECT TEAM CLIENT / OWNER: DARWIN'S NATURAL PET FOOD 1505 S. 93RD STREET, UNIT BP SEATTLE, WA 98108 PH: (206) 323-7440 CELL: (206) 300-6411 CONTACT: GARY TASHIJIAN garyOdowinspet.com ARCHITECT: MAGELLAN ARCHITECTS 8383 158111 AVE NE, STE 280 REDMOND, WA 98052 PH: (425) 885-4300 FAX: (425) 885-4303 RECORD ARCH: KEVIN SUTTON PM CONTACT: KEVIN SUTTON kevin@magellanarchitects.com STRUCTURAL: COFFMAN ENGINEERS 1601 FIFTH AVE. SUITE 900 SEATTLE, WA 98101-1620 PH: (206) 623-0717 FAX: (206) 624-31 EC [VD CONTACT: DIHONG SHAO shaogcoffman.com NOV 19 2013 TUKWILA PUBLIC WORKS SCOPE AND CODE SCOPE OF WORK SUMMARY: INTERIOR REMODEL FOR PET FOOD PRODUCTION & DISTRIBUTION FACILITY IN EXISTING BUILDING. INCLUDES NEW FIXTURES, WALLS AND FINISHES. EGRESS MAN DOOR RELOCATED ALONG SOUTH EXTERIOR FACADE. THE WORK WILL NOT AFFECT THE PARKING REQUIREMENTS. CURRENT USE IS MANUFACTURING AND DISTRIBUTION OF WOOD FLOORING PRODUCTS. DESIGN CODES: 2012 INTERNATIONAL BUILDING CODE RECEIVED 2012 WA STATE AMENDMENTS CITY OF TUKWILA 2012 NATIONAL ELECTRICAL CODE 2012 INTERNATIONAL FIRE CODE NOV 1 5 2013 2012 INTERNATIONAL MECHANICAL CODE unit 2012:f r1r;a, 1r1 il:��lWh. PERMIT CENTER 2012 WASHINGTON STATE ENERGY CODE ADAAG FEDERAL ACCESSIBIUTY GUIDELINES FOR BUILDINGS AND FACIUTIES OSHA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSH ACT) 1)13 314 REGISTERED ARCHITECT �'.. ... IZe'in Sut#on STATE OF WASHINGTON C) -J 0 0 a> v_ U 0 0 c 0 0) 0 0 M 0 (.1 t 0) 0 0 0) )0 is a 64CCU) a) 4)`6 a) ▪ ° r d L O N O G 818'. G y p 07 Ok ,0 N �. U to `t L O C o c 0.x•3 n o N c T L O01O'E CC°.NL °O. O C • c U Ov c 0322'8,6.5 `o c o 0 c -a 0 a y °"v c o a N•� o, o Ems•> o ° 'coo do � rn o f Ey u�•3 n'rca. r 0 M °.w• 0 • c O O Tv- -p rn 1 a. d T�Z.L.. •N N c° rn E 0 N N U O J O .+ 2 000a-8"6.2 cN.O co ++�.rN+ 9 O N V cn 0 N r) O N ..:0° a�p20�tr� °r , •� 5 5 o, U ,Oj L„ N 0 c U QQQ Z0v�3QEO.QUo0 REVISIONS NO. DATE BY A 10-25-13 CITY Z\ 13-050 A, DMcCULLOCH Al KeithK /RY STATUS: ISSUE FOR PERMIT /n\ ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR, DOCS: PLOT DATE: 10-04-2013 CAD FILE: 13-050_A01 JOB NUMBER: 13-050 CHECKED: DMcCULLOCH DRAWN: KeithK /RY STATUS: ISSUE FOR PERMIT COVER SHEET AND SITE PLAN A0.1 EXIST OFFICE 92SF/100/1 EXIST 94SF/1 E EXIST OFFICE 91SF/100/1 EXIST ELEC/ STORAGE 386SF/300/1 EXIST ELEC/ STORAGE 4'I EXIST OFFICE 313SF/100/3 EXIST OFFICE 159SF/100/2 EXIST OFFICE 135SF/100/1 EXIST OFFICE 244SF/100/2 EXIST UNISEX RESTROOM EXIST OFFICE 140SF/100/1 EXIT SEPARATION DISTANCE = 90'-6" DIAGONAL DISTANCE = 117'-073 = 39'-9" MIN. EXIT SEPARA110N. EXIST OFFICE 508SF/100/5 EXIST OPEN OFFICE 1,430SF/100/14 EXIST OFFICE 290SF/100/3 3 MEZZANINE EGRESS PLAN SCALE: 1/8" = • PER MANUF. L� PLAN AT NON -RATED WALL cJ FINISHED FLOOR WALL TYPE PER PLANS. PARTIALLY RECESSED FIRE EXTINGUISHER CABINET ELEVATION T.O. EXTINGUISHER +60" A.F.F. MAXIMUM (40 Ib. MAX. WEIGHT) FIRE EXTINGUISHER & CABINET, BY METAL PARTITION SUPPLIER * LOCATE PER EGRESS PLAN, VERIFY w/ FIRE MARSHALL FIRE EXTINGUISHER CABINET SCALE: 1 1/2" = 1'-0" TOTAL EXITING LOAD ON DOORS EXITING TO THE OUTSIDE k * i. .x = 384/4 EXITS = 96X.2 = 19.2" REQ. AT EACH STAIR EXTERIOR DOOR, 36" PROVIDED AT EA. STAIR EXTERIOR DOOR. EXISTING STAIR AND LANDINGS PROVIDED. FEC - TOTAL EXITING LOAD ON DOORS EXITING TO THE OUTSIDE = TOTAL OCC. SERVED. 42x3 = 126/3 EXITS = 42X.2 = 8.4" REQ. AT EACH STAIR EXTERIOR DOOR, 36" PROVIDED AT EA. STAIR EXTERIOR DOOR. EXISTING STAIR AND LANDINGS PROVIDED. - DIAGONAL DISTANCE = 181'-0"/3 = 60'-4" MIN. EXIT SEPARATION. DIAGONAL DISTANCE = 114'-0"/3 = 38'-0" MIN. EXIT SEPARATION. HIGH SPEED DOORS 0 BE - •••UNKED w/ "OPEN" FAIL-SAFE TO. THE ALARM S TEM HIGH SPEED DOORS TO BE LINKED w/ "OPEN" FAIL-SAFE TO THE ALARM SYSTEM REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 HIGH SPEED DOORS TO BE LINKED w/ "OPEN' FAIL-SAFE II TO THE ALARM SYSTEM 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not e exceeded. SCALE: 1/8" = 1'-0" EXISTING STAIR AND LANDINGS PROVIDED. EGRESS DATA & OCC. LOADS RES A 10-25-13 00ii C! - 3 DMcCULLOCH /4\ KeithK L ISSUE FOR PERMIT FIRE DEPARTMENT NOTES TRAVEL DISTANCE REQUIREMENTS: fC S PLUMBING G FIXTURE CALCULATIONS: DESIGN APPROVAL: 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" MIN. HT. W/ 1/2" MIN. STROKE WIDTH & ON CONTRASTING BACKGROUND. 2 PORTABLE FIRE EXTINGUISHERS WILL BE REQUIRED DURING CONSTRUCTION AND PRIOR TO C OF O. • SS 2A 10BC REQUIRED 'THROUGHOUT. MAX COVERAGE IS 3000 SQUARE FEET AND SPACED NO •MO` THAN 75 FEET OF TRAVEL DISTANCE. REFER TO PLAN FOR LOCATIONS. 3. ANY BULK STORAGE OF FLAMMABLE/COMBUSTIBLE UQUIDS/GASES USED FOR CONSTRUCTION SHALL BE APPROVED. 4. TWO PORTABLE 2:A 10:BC (5 POUND) OR LARGER FIRE EXTINGUISHER REQUIRED FOR EACH FLOOR DURING CONSTRUCTION. LOCATE NO HIGHER THAN 5' OFF GROUND AT EACH STAIRWELL SHALL BE UNBLOCKED AND VISIBLE AT ALL 11MES. EGRESS TRAVEL DISTANCE = < 250' PER IBC TABLE 1016.2 COMMON PATH TRAVEL = < 100' PER IBC 1014.3 EXC. (1) MINIMUM DISTANCE BETWEEN EXITS ARE GREATER THAN 1/3 DIAGONAL DISTANCE OF AREA SERVED OCCUPANT LOAD SUMMARY: R 29 TABLE 29QUIREMENTS: Of ti beil WA. OCCUPANCY GROUP) AREA: 17,479SF = 42 OCCUPAN : - 21 PER GENDER (WATER CLOSETS: 1 PER 100) (LAVATORIES: 1 PER 100) (DRINKING FOUNTAIN: 1 PER 400) (OTHER: 1 SERVICE CNK)4 REQUIRED UNISEX WATER CLOSETS: 1 1 (EXISTING) UNISEX LAVATORIES: 1 1 (EXISTING) DRINKING FOUNTAINS: 2 2 SERVICE SINK: 1 1 OCCUPANCY GROUP (B) AREA: 8,697SF FLOOR AREA X 1/100 = 86 OCCUPANTS/2 = 43 PER GENDER. **EGRESS CALCULATIONS PER IBC TABLE 1004.1.1 1ST FLOOR (F-1 WAREHOUSE) OCC. 12,770 S.F./500 = 26 OCC. 1ST FLOOR (F-1 INDUSTRIAL) OCC. 4,709 S.F./300 = 16 OCC. 1ST FLOOR (8) OCC. 3,619 S.F./100 = 36 OCC. MEZZANINE (B) OCC. 5.078 S.F./100 = 50 OCC. EGRESS LEGEND TOTAL OCCUPANT we.128 OCC. • (WATER CLOSETS (M&F): 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER) (LAVATORIES (M&F): 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER) (DRINKING FOUNTAIN: 1 PER 100) (OTHER: 1 SERVICE SINK) REQUIRED PROVIDED MALE WATER CLOSETS/URINALS: 2 2 (EXISTING) MALE LAVATORIES: 2 1 (EXISTING) FEMALE WATER CLOSETS: 2 2 (EXISTING) FEMALE LAVATORIES: 2 2 (EXISTING) UNISEX WATER CLOSETS/URINALS: 0 2 (EXISTING) UNISEX LAVATORIES: 0 1`� DRINKING FOUNTAINS: 2 2 SERVICE SINK: 1 1 V--------- FUNCTION OF ROOM (OR) SPACE RECEIVED OFFICE CITY 149 -ROOM NUMBER OF TUKWILA 1311/20/66 �-� �� OCCUPANT LOAD NOV 1 5 2013 '-LOAD FACTOR ROOM/SPACE AREA PERMIT CENTER i ,. )(X' EGRESS PATH lc TRAVEL DISTANCE ALONG INDICATED PATH bFEC FII,IRE EXTINGUISHER CABINET LOCATIONS. SEE DETAIL 9/A0.2 4 10019 1 REGISTERED ARCHITECT 'Kevin Sution STATE OF WASHINGTON 0 J tl N N 0 0 0 0 cn0 0 N) E5 (V 0 rn 0 O U G) N 6)O vvi 6„....?„ CC0O)U)1- _0-C� w C c E—° p.c..'5."C °-c 0•S,= = o. N _a o a°) o E 0 ,0,(Oc �- o m •o+ v u) o � � °� c .— T. 4E' U) a >,.. yw+ 5- aEN °` °CaN ° ° ° Ep c°! E. 5 a S E'C-p N -N ° 0..0 5_ Oy0•°anjt`o 0amcNc >,Uod ENOUoCcN°> ,Onv•va,OLCC E._ C .13 ° ov v° Opp >`•c(2 `I - a' ...,12 .0 -0-. v 8 a,N uT I N 0 0N.�^'•oo uOmy J V=0 d c .O tFO.">O CO.0vo C.CL n-11OwSO TU U N•- U <<<--z O0 8 3<E0000a REVISIONS NO. DATE BY A 10-25-13 - CITY Z\ 13-050 , DMcCULLOCH /4\ KeithK L ISSUE FOR PERMIT L, ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 10-04-2013 CAD FILE: 13-050_A01 JOB NUMBER: 13-050 CHECKED: DMcCULLOCH DRAWN: KeithK STATUS: ISSUE FOR PERMIT EGRESS PLANS A0.2 FLOOR OR GROUND SURFACES (ICC/ANSI SEC. 302 & 303) : GENERAL FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP 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 11TH ICC/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 OMITS 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 INCITES 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 INCITES 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. DOSING 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 INCITES 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 11GHT GRASPING, PINCHING, OR 1MS11NG 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 APPUCABLE 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 11GHT 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 POSI11ON, 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 11ME 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 POSI11ON 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 PUWNG OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR: 5.0 POUNDS SUDING 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 UTES: DOORS AND SIDEUTES 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 WIN 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 SEC11ON 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 RAIUNG COMPLYING WITH ICC/ANSI SEC11ON 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. 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 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 WID1H 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. TRANSI11ONS 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 PERMITITD 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 VER11CAL 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 SEC11ON 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 FACIUTY 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 VER11CAL 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 1HE 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 FUGHT 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 CONSTRUC11ON 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 HORIZONTAL PROJECTION EXCEPTIONS. HANDRAILS, AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND THEY SHALL HAVE A CIRCULAR CROSS SEC11ON 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 FUGHT, 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 FUGHT. 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 ACCESSIBIUTY 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 CENTERUNE 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 SEC11ON 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 41 INCHES ABOVE THE FLOOR WITH 1HE CENTER UNE 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 UNE 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 WAIL 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. MALL HUNG URINALS SHALL BE 13-1/2 INCHES MIN. IN DEPTH MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE WALL 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 WIDE WATER CLOSETS LOCATED IN AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE THE CENTERUNE OF THE WATER CLOSET 17 INCHES MIN. AND 19 INCHES MAX. FROM THE SIDE WALL OR PAR1111ON. 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 PAR1111ON 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 PAR1111ON SUPPORT MEMBERS. TOE CLEARANCE AT THE FRONT OF THE PAR1111ON 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 REMISE 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 SEC11ON 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. POSI11ON 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 APPUED 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 ACCESSIBIUTY 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 RA110 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 301 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: WHIEELCHAIR 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 COMPA11BLE. 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 TP( AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA WHERE THE TTY IS PLACED. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila BUILDING DIVISION FINISH FLOOR LEVEL THRESHOLD FLOOR FINISH ';I 44, 2 X P4cr- NOTE INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO RECEIVED VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. CITY OF TU K W I L A THRESHOLDS SCALE: 6" = 1'-O" NOV 1 5 2013 PERMIT CENTER ICC/ANSI SECTION 302 & 303 Kevin Suion STATE OF WASHINGTON 0 J J 0 Associates 0 0 0 O s 0 0 0 LL �O "O N ^ O,c c OL O _.2g:5-.9 0Q,30 O N U E p F T C O L p) 6 O c 0 _> `•- o EZ 7 C 7 • o aoro°EcN0.°.)_o 0'L-15...,°11,043 a7=3 no0N aL 2 C 0swc N c T 6°v0.3 -NO`°TNc N7 9a O, aGo.O O c+c )j,v0+.00O N 7 2 o �LI- �? 0 d , cEEc42,aaQ oOO p OCC 47hOOULCNzLNTNUV dNoaL3°0Nu? .5 N L 9 9 O,. c c C ,,.. 0 O Vl N 7 C N O,L L o. 0 O O -0 7 . -0 . N O L a-1 o O QQQ�z `o c, 3Q E 00000 n91 ARCHITECTS CV 1-0 CD CO rn c 0) c ..0 a 0 E 0 0 J d 0 0 0 N N 0 CFI0 s rn 0 0 0 VJ E.. U 0 0 a WZ O C^ L U)CC1,5 J m Z O C t� U_ O 0z 350 TRECK DRIVE ILA, WA 98188 REVISIONS NO. DATE BY A 10-25-13 CITY 0 13-050 Z\ DMcCULLOCH DRAWN: Z\ ISSUE FOR PERMIT A\ ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: AS NOTED PLOT DATE: 10-04-2013 CAD FILE: 13-050_A03 JOB NUMBER: 13-050 CHECKED: DMcCULLOCH DRAWN: STATUS: ISSUE FOR PERMIT ICC/ANSI GENERAL CODE NOTES A0.3 I.C.C. 404 DOORS AND DOORWAYS: 404.1 GENERAL DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECI1ON 404. 404.2 MANUAL DOORS. MANUAL DOORS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 404.2 404.2.1 DOUBLE -LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SEC11ONS 404.2.2 AND 404.2.3 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS, DOORS AND DOORWAYS WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOVER THAN 34 INCHES ABOVE 1HE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR SHAH NOT EXCEED 4 INCHES. EXCEPTIONS. 1. DOOR CLOSERS AND DOOR STOPS SHAI L BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE FLOOR 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 404.2.3.1 FLOOR SURFACE. FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302 404.2.4 THRESHOLDS AT DOORWAYS: IF PROVIDED. THRESHOLD AT DOORWAYS SHALL BE 1/2 INCH MAX. IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS' 302 AND 303. FRONT APPROACH - PUSH AND PULL SIDES c APPROACH CLEAR FLOOR SPACE CLEAR FLOOR SPACE 1'-6" MIN. a APPROACH _ _ _J NOTE: X = 1'-0" (MIN.) IF DOOR HAS BOTH A CLOSER AND A LATCH MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS APPROACH LATCH APPROACH - PUSH SIDE Ar 1 2'-O" CLEAR FLOOR I SPACE' NOTE: Y= 3'-6" MIN.; Y=4'-0" MIN. IF DOOR HAS A CLOSER HINGE APPROACH - PULL SIDE APPROACH T %I APPROACH r CLEAR FLOOR SPACE 3'-6" CLEAR FLOOR SPACE LATCH APPROACH - PULL SIDE CLEAR FLOOR I SPACE' APPROACH NOTE: Y= 4'-0" MIN.; Y=4'-6" MIN. IF DOOR HAS A CLOSER HINGE APPROACH - PUSH SIDE >— CLEAR FLOOR I SPACE' 22" MIN. 1 Ar 7r NOTE: Y= 3'-6" MIN.; Y=4'-0" MIN. IF DOOR HAS A CLOSER; X = 12" MIN. IF BOTH CLOSER AND LATCH ARE PROVIDED APPROACH SCALE: 3/8" = 1'-0" CLEAR WHEN SIGN ON PULL SIDE OF DOOR 9" / / TYP. ADA COMPUANT SIGN PER PLAN, SCHEDULE & DETAIL 48° MIN. / 60° MAX. A.F.F. B.O. TACTILE TEXT ACCESSIBLE SIGNAGE LOCATION SCALE: 1/2" = 1'-0" ICC/ANSI CHAP. 7 1'-5" TO 1'-7" EQUIPMENT PERMITTED IN SHADED AREA CV KNEE CLEARANCE 8" MIN. —/ \-6" MAX. TOE CLEARANCE 2'-0" MAX. [CLEAR FLOOR SPACE L 4'-O" MIN. 1'-5" TO 1'-7" CLEARANCE AT TWO DOORS IN SERIES DRINKING FOUNTAIN CLEARANCES SCALE: 3/8" = 1'-0" 4" MAX. Lobby r 2'-3° OR GREATER CLR WIDTH ICC/ANSI SEC. 404 ANY DISTANCE PROTRUDING OBJECTS SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304, 305 & 306 -J W 11 SCALE: 3/8" = 1'-0" INSULATE HOT WATER PIPES AND DRAIN TO PREVENT CONTACT UNE OF REQUIRED CLEARANCE ICC/ANSI SEC. 304, 305 & 306 E— MIRROR // KNEE CLEARANCE 8" MIN. C▪ ID CV 1'-5" MIN. DEPTH 1'-5" MIN. BLEAR I FLOOR I SPACE 0 1'-7" MAX. 6" MAX. TOE CLEARANCE LAVATORY CLEARANCES SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304, 305 & 306 1,4 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila BUILDING DIVISION 4'-0" ICC/ANSI SEC. 404 2'-O" MAX. DEPTH FOR MIN. CLEARANCE 2'-8" MIN. 3'-0" MIN. RECEIVED CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER ICC/ANSI SEC. 308 10019 REGISTERED ARCHITECT =Kevin Su�-ton STATE OF WASHINGTON U -J 0 Associates 0 0 0 M 0 CV 0 0 0 0 000 ▪ N .n00) oE0 ,00? 0, gn 2a. 0 �>' '�°Nn. aO:55 5 8-° ° me g c g- • • v a#offo. c N Up°U'C O nEc.- >#s. 15 -0 v ° E T� 0 3v'° �C O C O C C_ N +• O U a� m -57) N ▪ O C C C •_ p p N N C V) - 'O ' LLL° 2 o r •LLL p O TU U N•- U L? L O z ?' N E 7 7 0 "° 7 ¢ ¢¢...z o ., 3¢ E mmo o n U 04,0 N °)^C C p ONO N 04, °COI GN cCl ARCHITECTS opo LO S cI N O M O• V d co co •ct O� U C CJ) O 0• 0°1423 ▪ r -cc U N U N. N d Q O N Z -c c rn o C C a 7 - co 85 co � a) 0 00 I— 0 PRODUCTION & DISTRIBUTION FACILITY 350 TRECK DRIVE TUKWILA, WA 98188 REVISIONS NO. DATE BY A 10-25-13 1 CITY JOB NUMBER: 13-050 \ DMcCULLOCH Al Z\ ISSUE FOR PERMIT A\ ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR. 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EQUIPMENT BY OWNER, REMOVE FLOOR FINISH, PREPARE FOR NEW FLOOR REMOVE TELEPHONE BOARD REMOVE ALL PAPER & FABRIC WALL COVERING, PATCH & REPAIR, PREPARE FOR 1HE NEW FINISHES DEMOLISH VANITY & REMOVE EXISTING FRP & FLOORING, PATCH & REPAIR WALL, PREPARE FOR BLOCKING AND NEW FINISHES SAWCUT CONC. SLAB (HATCHED) & PREPARE SLAB FOR INSULATION & DRAINAGE GC TO FIELD VERIFY SANITARY OUTLET AND INVERT ELEV. AND COORDINATE NEW SANITARY LINE DEPTHS & TRENCHING DEP1H NOT USED RETAIN DOSING WALL TO SLAB REINFORCING PER STRUCTURAL & DETAIL REMOVE EXISTING CASEWORK REMOVE EXIS101G CEILINGS HIES. CLEAN EXISTING GRID (NOT SHOWN ON PLAN) EXISTING COLUMN & FOOTING. - IYP. REPLACE EXISTING TRANSFORMER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 06 2013 ila BUILD NG DIof VISION DEMOLITION NOTES A. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. B. GC SHALL KEEP CONSTRUC1ION AREA FREE OF DUST AND DEBRIS FOR THE DURA11ON OF CONSTRUCTION. C. IF ANY QUESTIONS ARISE AS TO 1HE REMOVAL OF ANY MATERIAL CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. D. AT COMPLE11ON OF DEMOLI11ON WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN 'BROOM CLEAN" CONDI110N. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED, E. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE 1$1111 BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. F. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNSPOUTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. G. IN PAR11IONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TOMER SOURCE. J. GC SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBGCS TO EXISTING CONSTRUCTION PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. K. NO EASING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUC110N. RELOCA11ON OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS, NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE L REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. M. REMOVE ALL RISING MATERIALS, WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES. COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE ALL, PLYWOOD, ETC. N. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DIGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DIGS P. RAZED WALLS SHALL NOT BE PENETRATED UNLESS THE RA11NG IS MAINTAINED. Q. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 1O'-0'. THE GC SHALL NOTIFY ARCHITECT OF ANY CONDI11ONS THAT DO NOT MEET THIS STANDARD. R. REMOVE & REPLACE ALL HARDWARE W/ ACCESSIBLY REQUIRED LEVERS DEMO LEGEND EXISTING INTERIOR WALLS, DOORS, RECITES, CABINETS AND SHELVING TO BE REMOVED (SHOWN DASHED), INCLUDING ELECTRICAL ITEMS ATTACHED TO WALLS. REFER TO FLOOR PLAN FOR EXTENT AND DIMENSIONS. RE -USE ITEMS IN EXCELLENT CONDITION, OR RETURN TO OWNER FOR STORAGE. EXISTING CONSTRUCTION TO REMAIN. RECEIVED CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER REGISTERED ARCHITECT %Kevin Sufion STATE OF WASHINGTON 0 -J J CL Associates 0 0 2 0 s 0' 0. 0 0 0 ,„+0°E0Nc°aLO , ..,,•00°O0, .,-, '0_9poECoOCLwoC L0�`3d •tl- -.,.C-L ayNNNO� S m°COTo0C Lvo'�70Q�CO > o00 0— a., . O-3oN^CN�p °a—ap0 07O7L"UL0O,OrL oow_ 2-v TO C 06 o�2 _�,�_;sFoE co0. oZ N0°).::: ++5 0, o.ij 2.E0CXU;.'t o .NO poLNENL °j - 0 L 0 0 `.CC.0 OC CSI COI ARCHITECTS CV 00 O 0 c :.c 0) 0 0 E a) PRODUCTION & DISTRIBUTION FACILITY LLJ 0 0 w O M co co co rn REVISIONS NO. DATE BY A10-25-13 CITY JOB NUMBER: 13-050 CHECKED: DMcCULLOCH A KeithK / RY L\ ISSUE FOR PERMIT ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 10-04-2013 CAD FILE: 13-050_A21 JOB NUMBER: 13-050 CHECKED: DMcCULLOCH DRAWN: KeithK / RY STATUS: ISSUE FOR PERMIT DEMOLITION PLAN D1.1 176'-0" (9) 22'-3 1/2" 21'-10 7/8" 21'-10 7/8" 21'-10 7/8" i — 21-10 7/8" 21-10 7/8" 21-10 7/8" 22'-3 1/4" EXIST ELEC/ STORAGE i ELECTRICAL 22 RECEIVING 120 31'-4 1/2" —7 BATTERY CHARGING FULFILLMENT 121 173 FDIMINAMIMEIA SERVER ROOM 102 EXIST OPEN OFFICE 101 REVIE1NED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 1 City of Tukwila 9UILDING DIVISION EXIST OFFICE 103 EXIST OFFICE eats,: zm mud eme, EXIST STORAGE lr 1 1 EXIST WOMEN' EXIST STAFF ROOM .11 11 I 85.55 5515. 235555 .55.5 MU. MU 111 FUTURE FREEZER 129 e655555 56.55 SLACKING FREEZER START UP FREEZER 128 .127 B) PHASE II PHASE I EXIST OFFICE . 1106 5 EXIST JANITOR lr 11 EXIST OFFICE 107 .6555 5 1 0 11 11 SIM. ROT. DOOR SCHEDULE NO. DATE BY DR. NO. SIZE DOOR FRAME DETAIL FIRE RATING GLASS TYPE REMARKS MATERIAL THICK TYPE MATERIAL TYPE 125A 3'-0 X 7'-0" PLYFOAM 4" A HM N/A N/A PLYFOAM SWINGING COOLER DOOR 125B 3-0 X 7'-0" PLYFOAM 4" A HM N/A N/A PLYFOAM SWINGING COOLER DOOR 125C 10'-0" X10'-0" PLYFOAM 4" B ALUM. N/A N/A MARK IV SINGLE LEAF HORIZ. SLIDER 126A 3'-0 X 7'-0" PLYFOAM 4" A HM N/A N/A PLYFOAM SWINGING COOLER DOOR 126B 12'-0" X10'-0" PLYFOAM 4" C ALUM. N/A N/A DOUBLE LEAF HORIZ. SLIDER - INSULATED 125C 8'-0" X10'-0" PLYFOAM 4" B ALUM. N/A NA MARK IV SINGLE LEAF HORIZ. SLIDER HIGH SPEED - THERMA FREEZE -W/ 3'-0 X 7'-0" 127B 11'-4" X10'-0" PLYFOAM 4" C ALUM. N/A N/A DOUBLE LEAF HORIZ. SLIDER - INSULATED 128A 3'-0 X 7'-0" PLYFOAM 4" A HM N/A NA PLYFOAM SWINGING COOLER DOOR 128B 11'-4" X10'-0" PLYFOAM 4" C ALUM. N/A NA DOUBLE LEAF HORIZ. SLIDER - INSULATED cn FLOOR PLAN SCALE: 1/8" = SIM. ROT. DOOR TYPES SCALE: 1/4" = "REFER TO PLAN FOR DOOR SWING DIRECTION AND NANO PER SCHED. PER SCHED. HORIZONTAL/ SLIDE TRACK PER SCHED. HORIZONTAL SLIDE TRACK PER SCHED. WALK-Ikl 000 1 KEY NOTES SPECIAL FLOOR COA1NG IN PRODUCIIC0 AREA, FREEZER AND COOLER AREA. VERIFY/PROVIDE CODE COMPUANT HANDRALS, BOTH SIDES 0 36' AFT (IYP 0 ALL STAIRS) RELOCATED SERVER EQUIPMENIT, PROVIDE NEW LOW VOLTAGE IERMINAION AND DISTRIBUTION. NEW ACCESSIBLE SHONER & HAND SINK NEW PAINT NEW CARPET D NEW 1250 GALLON GREASE INTERCEPTOR YKIH AIR TIGHT LID, ENGINEERED DESIGN TO BE PROVIDED AS DEFERRED SUBMITTAL NEW PLUMBING WALL El NEW HIGH SPEED ROLL UP INSULAIED DOORS El 16 NEW GRAB BARS IN RESIROOM 36' STAIR HANDRAL DOSING TRANSFORMER TO BE REPLACED. REPLACE ALL CEILING ILES, CLEAN DOSING GIRDS. NEW ..ftr FAN MOUNTED OVER SECIONAL DOCI OPENING, SEE 8/A8.1 DETAIL s NEW S-0' 1-0. FIB PLYFOAM II DOOR, HARDWARE TO COMPLY111H EGRESS REGOIREMBNITS PER IBC SEC1ON 1008 s DOSING CHAINUNK ENCLOSURE TO REMAIN. EYE -WASH TO BE LOCAIED WHIN 25 FEET OF THE CHEMICAL STAION & BATIERY HANDLING AREA (PER OSHA 1926.44(aX6)) E NEW TRENCH DRAMS, PER DETAIL 4 ELECTRIC SUDING INSULATED DOORS. El PUMP DOWNSTREAM OF INTERCEPTOR. 8.1 1 1 PLAN NOTES A. DO NOT SCALE DWGS, WRITTEN DNENSIONS GOVERN. ALL PAR110N LOCA1ONS SHALL BE AS SHOWN ON PARTI1ON PLAN. N CASE OF CONFUCT NO1FY ARCHITECT. PAR110N PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. B. ALL GYPSUM BOARD PAR111ONS SHALL BE TAPED, SPACKIID AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES MERE REQUIRED. ALL SURFACES SHALL BE AUGNED. C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GE TO RASH FACE OF GM UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAr OR %IR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. D. DIMENSIONS MARKED MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE MTH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL E. NO1FY ARCHITECT IN WRITING OF ANY DISCREPANCIES CR 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 PAR110N INSTALLATION. F. RITER TO SHEET A0.1 FOR ADDI1ONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. G. DIMENSIONS LOCA1NG DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. H. *AUGN. MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. J. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVEN1NG NO10EABLE LUMPS OR DEPRESSIONS. K. ALL WORK SHALL BE ERECTED AND INSTAWED PLUMB, LER, SQUARE AND TRUE. L REFER TO MILLER SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK M. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH liE APPUCABLE BULDING AND FIRE CODES. N. ALL MILLWORK TO BE FASTENED TO THE PAR1110N. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLUK NOT SUPPORTED BY FLOOR OR ABOVE (-0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. GC TO PROVIDE SHOP DWGS FOR CASEWORK. P. R. REPLACE ALL DOOR HARDWARE W/ ACCESSIBLE HARDWARE LEVER S. CLEAN AND SEAL ALL EXPOSED CONCRETE FLOORING. TO COMPLY WITH IBC SEC1ON 1008 1 T. FOOD PROCESSING CONSIDERED A HIGH HEALTH CROSS-CONNEC1ON HAZARD ACCORDING TO TABLE 9 OF WAC 246-290-490 AND REQUIRES INSTALLATION OF A REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) FOR IN PREMI CROSS-CONNEC1ON CONTROL DIFFERENT SUBMITTAL THIS WILL PART OF ENGINEERED DESIGN AND PROVIDED AS A DEFERRED SUBMITTAL 1 WALL LEGEND 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 EXISTING CONSTRUCTION TO REMAIN. FEC FIRE EXTINGUISHER LOCATIONS. LEGEND NOTES: 1. PROVIDE WATER RESISTANT GWB IN ALL WET AREAS, AND BLOCKING BEHIND ALL FIXTURES. 2. FURNITURE, FIXTURES & EQUIPMENT SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY, AND IS NOT IN CONTRACT. U.O.N. sti4 RECEIVED CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER REGISTERED STATE OF WASHINGTON • Associates PLLC 01 0 ro w :5:"2 .3 :05v noL„cci" _v! gw: g" 7:3; 1722_ sr. bl 16: ,03w .":21 2-282 C312) 2.0E E REVISIONS NO. DATE BY A10-25-13 CITY JOB NUMBER: 13-050 CHECKED: DMcCULLOCH A KeithK / RY STATUS: ISSUE FOR PERMIT ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 10-04-2013 CAD FILE: 13-050 A21 JOB NUMBER: 13-050 CHECKED: DMcCULLOCH DRAWN: KeithK / RY STATUS: ISSUE FOR PERMIT FLOOR PLAN A2.1 22'-3 1/2" • 21'-10 7/8" 21'-10 7/8" 21'-10 7/8" 21'-10 7/8" ) ELEC. EEC NEW ELECTRICAL SERVICE 1 DRY GOODS 6 PALLETS RK 44x96 DRY GOODS 4 PALLETS (1) AT GRADE OVERHEAD DOOR RK 44x96 • 21'-10 7/8" 21'-10 7/8" 22'-3 1/4" I=1 DRY GOODSFEc 6 PALLETS SHIPPING/RECEDING 2_)6' WIDE X 0'—HH1G-H 0 Xw N o Vm cn 0 cn 1111 I E I ALLETS = 90 DRY GOODS 12 PALLETS RK 44x96 RK 44x96 I0, DRY INGRED. /-PR SINK WB 30x72 TRIPLE SINK DRY DRY GOODS 12 P RK 44x96 D -O -K— pis OVERHEAD D00 S =LER 10' WIDE X 10' HIGH 10, 44x96 12 PALLETS (2)6' WIDE X 10' HIGH 11 m *110111110. 7-1 IIM. 2.5 BAYS X 12 PALLETS = 30 4 BAYS X 12 PALLETS = 48 PH STAR'S -UP FREEZER CHEMSTA110N WB 30x72 bISH W�t5HEi7 HNIS WASH AREA CART 30x60 CART 30x60 CART 18x39 CART CART 18x39 CART 18x39 N N 0 HIGH SPEED DOOR 10' WIDE X 10' HIGH 33 249 PALLETS PH 11 SLACKING FREEZER iz' WIDE x PH 11 FREEZER 102 PALLETS 10' HIGH 147IPALLETS 4 BAYS X 18 PALLETS = 7211 5.5 BAYS X 18 PALLETS = 99 11 �1 JI 1 4 BIN BIN DUMPSTER RK 44x96 R[ 44x96 PACKAGING 12 PALLETS • BATT. CHARGING 6 W J W FULFIL ENT (1) W 0 m0 (r) W J m 0) 30x60 0 .),0 0 ow 0 m0 WB 30xB0 0 m0 � v o L_ U r -:I_.. 1 ILAMR .55.55 655562 BAYS 255995 03 599562 2.5555 MD. 9.66a f's FIXTURE PLAN SCALE: 1/8" = C6) FOR REFERENCE ONLY II .:.... ... ... — REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila ,BUILDING DIVISION p13 -31y RECEIVED CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER REGISTERED ARCHITECT =Kevin Su)on STATE OF WASHINGTON M 0 cV 0 L 0 0 0 "C7 1 p-: c c co 0) N 11) v 5,0) • v- oEopulcN._oa)c) •U)++ OL.1Z 0 cn ._ 0 0 O p E C C 2L O .:=52 1 t+ rn � > CL °'1E c T. p CL oOC C.r, 007 0.3 a 0 C il- l) T4 p N O£ O E++ > aoC Q EO COCC_ -'2!) + O 2v- O C7 N O O4-- ` 0) a) :E N �. x J N ;:› y. OO N0O Od oo-° 50ca)0)CCy,ppNN -Eon_ Q�O O -Q L �L. O p, -C N 0 �.2 C'O e :L 0 N y.- N 7 7 pV cfSI col e.g.! 3t ARCHITECTS N OM o cE U J CL C co V O Co 0 L N L szr cc; 03ca 0 03� a LL O w 0 o E 0 a) Oco co LON d' TD 1— Associates (1) 0 D 0 a w a >- 0 0 (/) J z 00 °° � Y CLF -02 Q Q 0 Z a.M I - REVISIONS NO. DATE BY A 10-25-13 CITY Z\ 13-050 CHECKED: DMcCULLOCH A KeithK / RY STATUS: ISSUE FOR PERMIT A\ ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE 10-04-2013 CAD FILE: 13-050_A21 JOB NUMBER: 13-050 CHECKED: DMcCULLOCH DRAWN: KeithK / RY STATUS: ISSUE FOR PERMIT FIXTURE PLAN A2.2 c .441 - "CV CV 0 N • 8 r NO. DATE BY A10-25-13 v Y 13-050 CHECKED: DMcCULLOCH 176 -0" KeithK /RY — ISSUE FOR PERMIT A\ — ISSUE DATES — — / 22'-3 1/2" CONSTR, DOCS: 21'-10 7/8" 21'-10 7/8" 21'-10 7/8" l' 21'-10 7/8" 21'-10 7/8" 21'-10 7/8" / 22'-3 1/4" / / / / / ... / / / 3 3 5-1 1/16" 18'-8 15/16" 1 3'-1 15/16" 10'-2" 12'-0" 16'-0" 17'-2 3/8" 17'-6" 10'-O" 5'-7 3/4" 1'-0" 1'-515/16" -yam- y 1 [ 'ML1'fazam z L'lh'fk S711f ... i;:'i1�Y7�EYl�AV�MfIAYkYIIAUiY��....m'�. W�SYF'W�M»....:......i� 'iiM�l.W xAN{YA1Yx �21'-515/16"515/16" 11�. co • REVIEWED FOR CODE PPROVED CE DEC 06 2013 City of Tukwila BUILDING DIVISION KEY NOTES GREASE INIERCEPTOR TRENCH DRAIN FLOOR SINK CONCRE1E CURB ACID RESTS T FLOORI G (PER OSHA 1926.44(aX4)) RECEIVED CITY OF TUKWILA NOV 1 '5 2013 PERMIT CENTER Kevin Sint -ion STATE OF WASHINGTON Associates PLLC c 0 4) 0 O N 9 L 0 0 U d) 0) O il "j El C C N 0) N `5 O ECCE_-�« .0 j :"05. ' O- 0) noaa o EopSSN D N O Nc2 -• U)4- U''o—D `per` �oto�oE��'o°c)70 L",aOUOU_NN-� . O 1:�-•,)°OONS„, Y'+ON aSC3N•'=NNNNCa vwCpaN`W. N - EE° O++N 'pU7 n.”) _n0?„NtoN0C°CN yeNOC°OUNcVp ao . -CE° NaxHc.+. N L *_E NFp — -4'2 0U0 1 00 tNdy +.0C N U W W p_p p 0� 7•V LLL-' 0L bbe-° OL N ?''� � c'p � N770"07 .7%-245:745-: 3¢ E aao ° a REVISIONS NO. DATE BY A10-25-13 CITY JOB NUMBER: 13-050 CHECKED: DMcCULLOCH A KeithK /RY STATUS: ISSUE FOR PERMIT A\ ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR, DOCS: PLOT DATE: 10-04-2013 CAD FILE: 13-050_A21 JOB NUMBER: 13-050 CHECKED: DMcCULLOCH DRAWN: KeithK /RY STATUS: ISSUE FOR PERMIT SLAB PLAN A2.3 1 1 L 3 — — — — 17610" 13-050 T 6 — KeithK / RY — — 22'-3 1/2" 21'-10 7/8" 21'-10 7/8" 211-10 7/8" Jr' 21'-10 7/8" 21'-10 7/8" BID DOCS: 21'-10 7/8" 22'-3 1/4" / / a Ili ❑2 1 El 12'-O" 12'-O" 12'-0" L1 L 88'-0" SHIPPING/ RECEIVING 120 L CN 12'-10" 0 "441 14'-5" 14'-5" 0 N 12'-0" PRODUCTION 125 IJ U c r D 8'-0" 0 SLACKING FREEZER 128 PHASE II D " 8'-O/IIY 16'-0" D D 8'-0" jr 8'4)" 0 0 0'-0" D -sv 8'-0" 8'-O" j, 8'-0" START UP FREEZER 127 PHASE 1 REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" FULFILLMENT 12'-O" 12'4' z 7 7 L z z z I FUTURE FREEZER 129 L c L z J_ NOTE : LOCATIONS ARE PRELIMINARY. ENGINEERED DESIGN WILL BE PROVIDED AS A DEFERRED SUBMITTAL KEY NOTES 1❑ (LUNG AS DIFFERENT SUBMITTAL WITH COOLER/ FREEZER PACKAGE. DOSING CEILING AND LIGHTING TO REMNN. a3 SEISMIC REINFORCEMENT PER STRUCTURAL REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila BUILDING DIVISION CEILING NOTES A. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, COLNJG SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTS DWGS. B. PERIMETER CEIUNG ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEIUNG FINISH. C. FURNISH AND INSTALL AU. ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. D. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEIUNG MES U.O.N. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). E. PROVIDE OILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. F. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.O.N. G. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING 1ILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. H. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. I. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECTS REFLECTED CEILING PLAN AND UGHTING PLAN, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. J. ALL SPECIFIC INFORMATION CONCERNING ITSTALLAIION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS (PERMITTED SEPARATELY). K. NOTIFY ARCHITECT OF ANY CONFLICTS OF UGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. L SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. M. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINARIES. N. INSTALL NEVI LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW, ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 0. GC TO VERIFY CODE COMPLIANCE OF DOSING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPUANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED T0; CURRENT IBC WALL MOLDING (2' ANGLE) AND SEISMIC SEPARATION JOINTS). P. GC TO VERIFY CODE COMPLIANCE OF ALL DOSING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. Q. ALL EXITING UGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. R. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERSEDING CODE AU. FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IME/IBC OR SUPERSEDING CODE. CEILING LEGEND • 2'X4' B/S FLUORESCENT UGHT FIXTURE (4-32W LAMPS) T-5 FLUORESCENT UGHT FIXTURE FOR COLD STORAGE (6 - 54W LAMP) 150 W FREEZER LIGHT FIXTURE EXIT SIGNAGE. LEGEND NOTES: 1. LIGHTING AND MECHANICAL INFORMATION IS ILLUSTRATED FOR REFERENCE PURPOSES, ONLY, TO INDICATE THE EXISTING CONDITIONS AND DESIGN INTENT. 2. MECHANICAL DRAWINGS AND ELECTRICAL DRAWINGS ARE DEFERRED SUBMITTAL 3. THE LIGHTING DESIGN AS SHOWN DOES NOT REQUIRE MORE UGHTING FIXTURES TO BE RELOCATED. S RECEIVED CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER REGISTERED ARCHITECT .Kevin Sutton STATE OF WASHINGTON 0 J J Associates 0 0 1) 0) 0 0 0 .!_ 0°- ..,25:.,,.2 a00 -Lr.2 D'pC EpN 'Or—3!—ate :O LO aL 0 6 L , Tv- U .o O N N a T cO Ep„a>�-oOLp.cOd-O3E00wnyo _Wo 2. a E2N E)'g«c 0,5-s, E,,,,...,),106,2,5 -0 O E co vaN40000O pcc_+•oUf, U NO OCV 2UdU C 00 U U)c O Oo c,)�. V ca "c a a) -� ca o�� a) z ..- 73, CO • o, a.) co E M N co © ooL N—,CNI 0) 00 (T 0 CO 1— 0 Associates PRODUCTION & DISTRIBUTION FACILITY 350 TRECK DRIVE TUKWILA, WA 98188 REVISIONS NO. DATE BY A10-25-13 CITY JOB NUMBER: 13-050 0 6 DRAWN: 12'-O" 12'-O" 12'-0" L1 L 88'-0" SHIPPING/ RECEIVING 120 L CN 12'-10" 0 "441 14'-5" 14'-5" 0 N 12'-0" PRODUCTION 125 IJ U c r D 8'-0" 0 SLACKING FREEZER 128 PHASE II D " 8'-O/IIY 16'-0" D D 8'-0" jr 8'4)" 0 0 0'-0" D -sv 8'-0" 8'-O" j, 8'-0" START UP FREEZER 127 PHASE 1 REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" FULFILLMENT 12'-O" 12'4' z 7 7 L z z z I FUTURE FREEZER 129 L c L z J_ NOTE : LOCATIONS ARE PRELIMINARY. ENGINEERED DESIGN WILL BE PROVIDED AS A DEFERRED SUBMITTAL KEY NOTES 1❑ (LUNG AS DIFFERENT SUBMITTAL WITH COOLER/ FREEZER PACKAGE. DOSING CEILING AND LIGHTING TO REMNN. a3 SEISMIC REINFORCEMENT PER STRUCTURAL REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila BUILDING DIVISION CEILING NOTES A. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, COLNJG SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTS DWGS. B. PERIMETER CEIUNG ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEIUNG FINISH. C. FURNISH AND INSTALL AU. ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. D. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEIUNG MES U.O.N. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). E. PROVIDE OILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. F. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.O.N. G. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING 1ILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. H. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. I. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECTS REFLECTED CEILING PLAN AND UGHTING PLAN, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. J. ALL SPECIFIC INFORMATION CONCERNING ITSTALLAIION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS (PERMITTED SEPARATELY). K. NOTIFY ARCHITECT OF ANY CONFLICTS OF UGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. L SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. M. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINARIES. N. INSTALL NEVI LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW, ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 0. GC TO VERIFY CODE COMPLIANCE OF DOSING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPUANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED T0; CURRENT IBC WALL MOLDING (2' ANGLE) AND SEISMIC SEPARATION JOINTS). P. GC TO VERIFY CODE COMPLIANCE OF ALL DOSING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. Q. ALL EXITING UGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. R. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERSEDING CODE AU. FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IME/IBC OR SUPERSEDING CODE. CEILING LEGEND • 2'X4' B/S FLUORESCENT UGHT FIXTURE (4-32W LAMPS) T-5 FLUORESCENT UGHT FIXTURE FOR COLD STORAGE (6 - 54W LAMP) 150 W FREEZER LIGHT FIXTURE EXIT SIGNAGE. LEGEND NOTES: 1. LIGHTING AND MECHANICAL INFORMATION IS ILLUSTRATED FOR REFERENCE PURPOSES, ONLY, TO INDICATE THE EXISTING CONDITIONS AND DESIGN INTENT. 2. MECHANICAL DRAWINGS AND ELECTRICAL DRAWINGS ARE DEFERRED SUBMITTAL 3. THE LIGHTING DESIGN AS SHOWN DOES NOT REQUIRE MORE UGHTING FIXTURES TO BE RELOCATED. S RECEIVED CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER REGISTERED ARCHITECT .Kevin Sutton STATE OF WASHINGTON 0 J J Associates 0 0 1) 0) 0 0 0 .!_ 0°- ..,25:.,,.2 a00 -Lr.2 D'pC EpN 'Or—3!—ate :O LO aL 0 6 L , Tv- U .o O N N a T cO Ep„a>�-oOLp.cOd-O3E00wnyo _Wo 2. a E2N E)'g«c 0,5-s, E,,,,...,),106,2,5 -0 O E co vaN40000O pcc_+•oUf, U NO OCV 2UdU C 00 U U)c O Oo c,)�. V ca "c a a) -� ca o�� a) z ..- 73, CO • o, a.) co E M N co © ooL N—,CNI 0) 00 (T 0 CO 1— 0 Associates PRODUCTION & DISTRIBUTION FACILITY 350 TRECK DRIVE TUKWILA, WA 98188 REVISIONS NO. DATE BY A10-25-13 CITY JOB NUMBER: 13-050 0 DMcCULLOCH DRAWN: KeithK / RY STATUS: ISSUE FOR PERMIT A\ ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 10-04-2013 CAD FILE: 13-050_A21 JOB NUMBER: 13-050 CHECKED: DMcCULLOCH DRAWN: KeithK / RY STATUS: ISSUE FOR PERMIT v v , v v REFLECTED CEILING PLAN A2.32 • 176'-0 22'-3 1/2" 21'-10 7/8" 21'-10 7/8" 21'-10 7/8" 21'-10 7/8" 21'-10 7/8" 21'-10 7/8" 22'-3 1/4" p [1]: [=11 — _ I, TILT -UP SEISMIC ROOF PLAN SCALE: 1/8" = 1'-0" KEY NOTES 1❑ NEW (RTU) ROOFTOP UNIT EASING EQUPMENT TO REMAIN 3 REFER TO STRUCTURAL PLANS FOR ROOF DIAGRAM SEISMIC RETROFIT DETAILS. 4 SEISMIC REINFORCEMENT PER STRUCTURAL 1 ROOF PLAN NOTES A. SEE ROOF FRAMING PLAN (STRUCTURAL) FOR PLYWOOD AND FRAMING INFORMATION. B. REFER TO MECH. DWGS (DEFERRED SUBMITTAL) FOR LOCATION OF ALL HVAC UNITS AND MECHANICAL REQUIREMENTS AND SPECIFICATIONS. SEE STRUCTURAL DWGS FOR TYP. FRAMING AT OPENING DETAIL FOR TYP. EQUIPMENT CURB, SEE DETAIL C. REFER TO PLUMBING DWGS (DEFERRED SUBMITTAL) AND DETAIL nR . FOR PIPE ROOF PENETRATIONS. D. GENERAL CONTRACTOR SHALL COORDINATE WITH THE DIFFERENT TRADES FOR INSTALLATION OF ROOF PENETRATIONS PRIOR TO INSTALLATION OF ROOF MEMBRANE. E. GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING PLUMBING AND SITE UTILITY CONTRACTORS TO INSURE THAT CONNECTIONS BETWEEN RAIN WATER LEADERS, STORM DRAIN SYSTEMS, BUILDING SANITARY AND SITE SEWER SYSTEMS ARE COMPLETED. F. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE ON ROOF TO ALL ROOF DRAINS. G. RIGID INSULATION ATTACHMENT ON ROOF TO RESIST WIND UPUFT FORCES GREATER THAN 80 M.P.H. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila BUILDING DIVISION NOTE: 1. THIS DETAIL ALLOWS FOR ROOF MAINTENANCE AROUND THE EQUIPMENT SIGN. THE CONTINUOUS SUPPORT IS PREFERRED IN UGHTWEIGHT ROOF SYSTEMS BECAUSE THE EQUIPMENT WEIGHT CAN BE SPREAD OVER TWO OR MORE SUPPORTING MEMBERS. CLEARANCE MUST BE PROVIDED FOR REMOVAL AND REPLACEMENT OF ROOFING AND FLASHING BETWEEN PARALLEL SUPPORTS. 2. BASE FLASHING ON ALL 15 & 20 YR. GUARANTEE SYSTEMS MUST HAVE A BASE PLY. REFER TO FLASHING MEMBRANE APPLICATION AND FLASHING SPECIFICATION PLATE SYSTEMS. STRUCTURAL FRAME 2X NAILER, REMOVE EXISTING INSULATION SET BOLTS IN ELASTOMERIC SEALANT BASE PLATE- SEE STRUCTURALLY DETAIL SINGLE PLY BASE FLASHING - FULLY ADHERED MODIFY EXISTING MEMBRANE EXISTING ROOF INSULATION EXISTING ROOF DECK RECEIVED CITY OF TUKWILA NOV 15 2013 ROOFTOP EQUIPMENT PERMIT CENTER SCALE: 1 1/2" = 1'-0" 10019 REGISTERED ARCHITECT Kevin Su)lon STATE OF WASHINGTON Associates PLLC v 4) v N) O N a O t�' " O se —O^ •p1- 3 ° O L rt, OO.0rO 04) o E0R,v5CyLpN c 0. -0 y 22 C 2 O CrOO:0.4%ENaOUo�°�_•O7 r a4)0 y O L°'v ay .--001`nyF C0 tn �OO C C C C N ° 07 a a°NC OoOyN Di �TEU ,',3`Ov.am•a0yy-vCZ ;: IO OC ZV OCw'�'y 0v 'nu!, -c. 7 taQ .�.C NC CyCO U2 0 OO;C 0N yy y L 0 2 O t C C C .,., 0 4) y y` C 0 �LL O_°L.. O O UO-tt N:i+.2 ° 52 O 8 f., y 0 - e C "O e QQ..sJZ `0 m o. -i: E 70.0.0 o 0. ARCHITECTS OCN M U CV C)Ocn U d rn , 0 N 0 : o co a3 tom!) C I -0U N v c a L(B X (, c o '5 5 z -c co rn = o o E m E M in 85 ao O M M N o vo I— 0 PRODUCTION & DISTRIBUTION FACILITY REVISIONS NO. DATE BY /\ 10-25-13 CITY .. 13-050 CHECKED: DMcCULLOCH DRAWN: KeithK /RY STATUS: ISSUE FOR PERMIT A\ ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 10-04-2013 CAD FILE: 13-050_A21 JOB NUMBER: 13-050 CHECKED: DMcCULLOCH DRAWN: KeithK /RY STATUS: ISSUE FOR PERMIT ROOF PLAN A2.4 54" MIN. 12" 42" MIN. MAX. 39"-41" of N-) 7-9" U W.C. 07 CO 36" GRAB BAR 18" (MIN.) VERTICAL GRAB BAR 42" GRAB BAR CONTROLLED DELIVERY TOILET PAPER DISPENSER SOAP DISPENSER C � 1— CC ¢ 0_ 4J 24"x 48" MIN) MIRROR INSULATE UNDER SINK PIPES N 1-1/4" MIN. 2" MAX. X X 7 Cr) W LJW O. CO IRS BMJ PROVIDE SOLID BACKING OR BLOCKING AT ALL GRAB BAR ATTACHMENT LOCATIONS 0 TOILET ROOM SIGNAGE TO COMPLY WITH ICC/ANSI A117.1 -2009 SECTION 703 SIGN REQUIREMENTS ji 18" CLR. SET INET PAPER DIMS MOUNTING SCALE: 1/2" = 1'-0" jah +66" A.F.F. COAT HOOK W.R. GM, PT -1 SEAT COVER DISPENSER HEIGHTS DIAGRAM LAVAR1RY FINISH FLOOR +48" A.F.F. ACCESSIBLE COAT HOOK FRP-1 WAINSCOT W/ FINISH EDGE TRIM 6" VINYL COVE BASE 0 DISPENSE/WASTE RECEPTACLE 24"x 36" MIRROR W/ MTI. FRAME HAND DR1fER NAPION/ MUSH NAPIOI/ £EN1FMCATTON STOOLS TAMPON DISPENSER TAiPON DISPOSAL PICTOGRAMS SHALL HAVE A FIELD WITH A HEIGHT OF 6" MIN. CHARACTERS OF BRAILLE SHALL NOT BE IN THE PICTOGRAM FIELD. PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELDS, WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A UGHT FIELD. SIGN SHALL COMPLY WITH ICC/ANSI 117.1 SECTION 703. HAND SOAP DISPENSER A AT UNISEX RESTROOM 109 SCALE: 1/2" = 1'-0" A AT PRODUCTION 125 SCALE: 1/2" = FRP-1 W/ FINISH EDGE TRIM OWNER SUPPUED EQUIPMENT, INSTALL BY CONTRACTOR (MT. BELOW WAINSCOT) INSUL H.W. & DRAIN PIPE • 1 18" MIN. VER11CAL GRAB BAR AND 42" GRAB BAR -PROVIDE BLOCKING WHERE OCCURS 54" MIN. 42" MIN. 39"-41" • x' 12" MAX. B DIM TO T.O. SEAT FRP-1 W/ FINISH EDGE TRIM OWNER SUPPUED EQUIPMENT, INSTALL BY CONTRACTOR W.R. GWB, PT -1 FRP-1 WAINSCOT W/ FINISH EDGE TRIM. CONTROLLED DEUVERY TOILET PAPER DISPENSER 36" GRAB BAR W/ BLOCKING PER DETAIL EXISTING WATER CLOSET TO REMAIN NOTES: 1. HOLD ROUGH -IN DIMENSIONS t1/8" (3.2mm). 2. WHEN INSTALLING THIS UNIT, LOCAL, STATE, OR FEDERAL CODES SHOULD BE ADHERED TO FOR INSTALLATION DIMENSIONS (LOCATIONS), WASTE AND SUPPLY REQUIREMENTS OTHER THAN SHOWN. INSTALLER MUST PROVIDE TRAP DOOR FOR PROPER INSTALLATION. REMOVE VALVE FROM PUSH BUTTON TO INSTALL WASTE ELBOW ONTO BOWL. AFTER WASTE ELBOW IS INSTALLED, REINSTALL VALVE AND ADJUST FLOW REFER TO 5874/VRK5874 OPERA11ON AND MAINTENANCE MANUAL FOR PUSH BUTTON AND VALVE INSTALLATION/MAINTENANCE INSTRUCTIONS. MOUNTING BOLTS 3 4. 2 4 81" 33,E 8X 3/8-16 UNC 4X 00[011] 1-6" 1, 1'-6" MOUNTING PLATE MUST BE INSTALLED BEFORE FINISH WORK. THIS PLATE IS A STANDARD ITEM. 3'-0" BACK PANEL (SUPPLIED) 4- N) OPTIONAL TRAP ACCESS PANEL (BY OTHERS) aco WALL FACE WALL STUD 1'-8" 32 11» 332 WASTE ELBOW AND TRAP (BY OTHERS) 6700.4 MOUNTING PLATE (BEHIND FINISH WALL) 03/8" SUPPLY TUBING AND SCREWDRIVER STOP (BY OTHERS) WALL FACE FLOOR UNE DRINKING FOUNTAIN BAR DETAIL A SCALE 1 : 12 1-1/4 WASTE BEND (SUPPLIED) a ®ACCESSIBLE HI -LO DRINKING FOUNTAIN SCALE: 1/2" = 1'-0" DERIVED FROM HAWS CORP. DETAIL c SHOWER HEAD HANDHELD SHOWER r_ SPRAY 1'-6" 0 L -SHAPED GRAB BAR BARRIER -FREE SEAT REVIEWED FOR CODE COMPLIANCE APPS DEC 0 6 2013 City of Tukwila BUILDING DIVISION 3'-0" ACCESSIBLE SEAT AT 18"HT. ID UNISEX RR 109 PAPER TOWEL / WASTE RECEPTICAL 24148" MIRROR SOAP DISH VERTICAL GRAB BAR I— 18" HANDLE MOUNTED AT 48"HT. 36"X36" ADA COMPLIANT SHOWER SEAT COVER DISPENSER 18" MAX. ICC/ANSI SECTION 604.3: 60"MIN. WIDE CLEARANCE PERPENDICULAR FROM SIDE WALL AND 56" MIN. DEEP CLEARANCE PERP. FROM REAR WALL, NO OBSTRUCTIONS WITHIN THIS CLEARANCE TOILET PAPER DISPENSER EXISTING TOILET TO REMAIN NEW ACCESSIBLE GRAB BARS ENLARGED UNISEX RESTROOM #109 SCALE: 1/2" = D RECEIVED CITY OF TUKWILA NOV 15 2013 PERMIT CENTER 10019 REGISTERED ARCHITECT \.....1f:(1:(0inSul' n STATE OF WASHINGTON Associates PLLC 0 0' 0 0 N _c 0' 3, 0 0 U 0)2 o _c; (6. Ov�cC WO) 0)`�-W - 8 8 S§ of " '5 0 ..-5 v o"0a .0 0 1»u,OE,;•9?E»o° o 'O O -tNwU=.- OET a7 62_615, p �C 0 W uEnO > 0 c . ayadoca1- 3 92-.n ca.,- oY o WaC O,., W W 0cT c'- - gOa 0 7 U 0 0 ++ W U 7 Cral ARCHITECTS O M N a) 0 CO 1.000 Cr) Associates PLLC .0 0 a) 0 0 01 PRODUCTION & DISTRIBUTION FACILITY 350 TRECK DRIVE TUKWILA, WA 98188 REVISIONS NO. DATE BY A 10-25-13 II Ilret 13-050 0 DMcCULLOCH MO KeithK • It 1-6" 1, 1'-6" MOUNTING PLATE MUST BE INSTALLED BEFORE FINISH WORK. THIS PLATE IS A STANDARD ITEM. 3'-0" BACK PANEL (SUPPLIED) 4- N) OPTIONAL TRAP ACCESS PANEL (BY OTHERS) aco WALL FACE WALL STUD 1'-8" 32 11» 332 WASTE ELBOW AND TRAP (BY OTHERS) 6700.4 MOUNTING PLATE (BEHIND FINISH WALL) 03/8" SUPPLY TUBING AND SCREWDRIVER STOP (BY OTHERS) WALL FACE FLOOR UNE DRINKING FOUNTAIN BAR DETAIL A SCALE 1 : 12 1-1/4 WASTE BEND (SUPPLIED) a ®ACCESSIBLE HI -LO DRINKING FOUNTAIN SCALE: 1/2" = 1'-0" DERIVED FROM HAWS CORP. DETAIL c SHOWER HEAD HANDHELD SHOWER r_ SPRAY 1'-6" 0 L -SHAPED GRAB BAR BARRIER -FREE SEAT REVIEWED FOR CODE COMPLIANCE APPS DEC 0 6 2013 City of Tukwila BUILDING DIVISION 3'-0" ACCESSIBLE SEAT AT 18"HT. ID UNISEX RR 109 PAPER TOWEL / WASTE RECEPTICAL 24148" MIRROR SOAP DISH VERTICAL GRAB BAR I— 18" HANDLE MOUNTED AT 48"HT. 36"X36" ADA COMPLIANT SHOWER SEAT COVER DISPENSER 18" MAX. ICC/ANSI SECTION 604.3: 60"MIN. WIDE CLEARANCE PERPENDICULAR FROM SIDE WALL AND 56" MIN. DEEP CLEARANCE PERP. FROM REAR WALL, NO OBSTRUCTIONS WITHIN THIS CLEARANCE TOILET PAPER DISPENSER EXISTING TOILET TO REMAIN NEW ACCESSIBLE GRAB BARS ENLARGED UNISEX RESTROOM #109 SCALE: 1/2" = D RECEIVED CITY OF TUKWILA NOV 15 2013 PERMIT CENTER 10019 REGISTERED ARCHITECT \.....1f:(1:(0inSul' n STATE OF WASHINGTON Associates PLLC 0 0' 0 0 N _c 0' 3, 0 0 U 0)2 o _c; (6. Ov�cC WO) 0)`�-W - 8 8 S§ of " '5 0 ..-5 v o"0a .0 0 1»u,OE,;•9?E»o° o 'O O -tNwU=.- OET a7 62_615, p �C 0 W uEnO > 0 c . ayadoca1- 3 92-.n ca.,- oY o WaC O,., W W 0cT c'- - gOa 0 7 U 0 0 ++ W U 7 Cral ARCHITECTS O M N a) 0 CO 1.000 Cr) Associates PLLC .0 0 a) 0 0 01 PRODUCTION & DISTRIBUTION FACILITY 350 TRECK DRIVE TUKWILA, WA 98188 REVISIONS NO. DATE BY A 10-25-13 CITY 0 13-050 0 DMcCULLOCH A KeithK 5 ISSUE FOR PERMIT A\ ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 10-04-2013 CAD FILE: 13-050_A51 JOB NUMBER: 13-050 CHECKED: DMcCULLOCH DRAWN: KeithK STATUS: ISSUE FOR PERMIT ENLARGED RESTROOM PLAN AND INTERIOR ELEVATIONS A5.1 EXIST CONCRETE SLAB 1 1 1 1 INSULATED PANEL, BY REFRIGERATION CONTRACTOR (N.I.C.) 2X THERMAL STOP �/— 6" THICK CONCRETE a 2 INSULATED SLAB SCALE: 3" = 1'-O" B6 7 A 1/8' PER FT. PLAN 1 /8" PER FT. SUP SHEET 6" EXTRUDED POLYSTYRENE INSULATION, SIZE PER REFRIGERATION CONTRACTORS RECCOMENDATIONS 18MIL VAPOR/RETARDER BARRIER 2" SAND BASE WITH PIPING PER STRUCTURAL 4' SUB -BASE SUB -GRADE NEW CONCRETE SLAB -j4 BARS 018" O.C. REINFORCING, 1 DOWELED IN EPDXY GROUT B FLOOR SINK SCALE: 1 1/2" = 1'-0" HOT-AIR WELD (MIN. 1 -IN. WIDE) HOT-AIR WELD (FULL WIDTH OF FLANGE) N SECTION FLASHING MEMBRANE ROLLED INTO PIPE, MIN. 2". HOT-AIR WELD BONDING ADHESIVE PER MFG. REQUIREMENTS MEMBRANE WRAP MEMBRANE STRIPPING PLY ROOFING MEMBRANE INSTALLED PER MFG. SPECIFICATIONS. RIGID INSULATION w/ 1/4" PROTECTION BOARD NOTES: 1. FLASHING MUST EXTEND A MINIMUM OF 6 -IN. HIGH WHENEVER POSSIBLE AND ALWAYS ABOVE ROOF FLOOD LEVEL 2. INSULATION AND FIELD MEMBRANE MUST BE CUT TIGHTLY AROUND PIPE BASE. ROOF PENETRATIONS SCALE: 3" = 1'-0" PIPE FLASHING LAP CAULK EXIST ROOF TO REMAIN EXIST FIRE SPRINKLER UNE EXIST ARE SPRINKLER HEAD TO BE RELOCATED INSIDE THE COOLER NEW COOLER/ FREEZER CONC. CURB - SEE SECTION AT NEW COOLER/ FREEZER SCALE: 1/2" = 1'-0" SEALING MASTIC CLAMPING RING (BY OTHERS) LAP CAULK MEMBRANE PEEL & STICK PIPE FLASHING SEALING MASTIC CLAMPING RING (BY OTHERS) PRE -MOLDED PIPE FLASHING ANCHOR DISC AND ACCEPTABLE FASTENER (NOTE 1) 1/2' COVER BOARD OVER ROOF INSULATION CIRCULAR ROOF PROJECTION LAP CEMENT BONDING CEMENT (FOR ADHERED CONDI11ONS ONLY) OUTSIDE COOLER CONCRETE CURB 1/2" CHAMFER t4 BARS 018" O.C. 1 a CONC. CURB SCALE: 3" = 1'-0" a• DOOR WIDTH PER PLAN a 5 1 INSIDE COOLER INSULATED PANEL, BY REFRIGERATION CONTRACTOR (N.I.C.) Illy/I 1 I� 'a O U • 8" DIA. STEEL BOLLARD, PAINT "SAFETY YELLOWY' BLACK "CAUTION" STRIPES — NEW SLAB, REINFORCING TO BE DOWLED WITH EPDXY GROUT 012" O.C. STAGGERED TT1-1711.1....._I I I -T.1.1.._.. rrr_Lirr 1TETI1 TTI—f I I=1T r=r-ri I I_111-11 I-11 I-11 I -I 11-I 11-111-I 1 I -I 1 I -I 1 I -I 1 I -I I -I III -III -111-I 1 1I 1 1-1 1 1-I 1 1-1 1 I -I I I1 1 1-I 1 1-1 1 1 I • ' 1 1-I 1 I -I 1 I -I 1 I -I 1 I -I 1 I11 1-I 1 I-11 1-I 1 1 -II I -I 1 I -I 1-I �. - III-III-III-III-III-III-III-1 11-I 11 -III -III O I I I 11-111-111-111111-111-111-111111-111-111-1117, I -1I I1 -111-111-I I1-111- "'- _III -III -III -III -I ' — 111-1_I 1-1 11_I 1=' -' 1 I-111=111= T, ) , 11=111= 11—I .. 1=1 1 1=1 -li 111 IIa .;77.7,11I-IIIII.I—IIIIII—I-II-III1II,I 11- 111 - 1' IIE711,1_71,' '411741111HilL1.1 RAIN HOOD WITH CLAMP AND HIGH TEMPERATURE SEALANT (BY OTHERS) PEEL & STICK PIPE FLASHING MEMBRANE NOTES: 1. MEMBRANE MUST BE MECHANICALLY ATTACHED WITH ANCHOR DISC ON 6" CENTERS AROUND PROJECTION. 2. DO NOT OVERLAP THE FLANGES FROM ADJACENT PIPE FLASHINGS. 3. ANY SEAM UNDER BOOT FLANGE TO BE TREATED AS T -JOINT. ANCHOR DISC AND ACCEPTABLE FASTENER (NOTE 1) 1/2" COVER BOARD OVER ROOF INSULATION OUTER PIPE SLEEVE THERMAL INSULATION (IF SPECIFIED) TAPE PRIMER/WASH BONDING CEMENT (FOR ADHERED CONDITION ONLY) I I x1=1 iirl-• va dIIIIl1II1111I, -1 I 1=III= •..111-I 11-I I III -III= .:111=111=1 ::E111=111= 1 • .111 -III- ' 1-11 I-1 111 I I la H I- H II -H I -I 1 I 1 I I 11. '1-1 I,,111,,111111-111I_I11��111-1i- BOLLARD - DOOR PROTECTION SCALE: 1/2" = 1'-0" 1/4" X 1" HAMMER DRIVE ANCHORS 0 16" O.C. EXTERIOR EXTERIOR WALL 8' HT. 22GA STAINLESS STEEL CLOSURE TRIM CONCRETE CURB 1 6" INSULATED WALL BY REFRIGERATION MANUFACTURER 1 STAINLESS STEEL CLOSURE TRIM SCALE: 3" = CONCRETE SLAB 114 BARS 018' O.C. REINFORCING, DOWELED IN EPDXY GROUT STAGGERED A B CONCRETE SLAB INFILL CONC. W/ REINF. EXIST CONC. FLOOR TRENCH DRAIN 2'-0" HEAVY DUTY GALVANIZED CAST IRON GRATE BOLTED TO POLYMER PRE -SLOPED DRAIN SYSTEM (TOP OF GRATE -1/4" BELOW FIN. FLR. OF WAREHOUSE) 1/81 PER FE CONT. EXPANSION JT. / 18"PEP, FT. 114 BARS 0 18' O.C. REINFORCING, DOWELED IN EPDXY GROUT VAPSPZIP 10‘190711Agilpsw lir or I ID • re ow ow or 1,40,01,;01,...•040 11/jOjej1j4k1,400 14 BARS 018" O.C. TRENCH DRAIN ) r-- 1• TRENCH DRAIN DETAIL BARS CONT. TYP. 4 PLACES) MIN. 4" CONC. COVER AROUND TRENCH DRAIN BASE COURSE SCALE: 1 1/2" = 1'-0" STEEL ANGLE BRACKET AT EACH SIDE OF DOOR AIR CURTAIN UNIT, MOUNT TO BRACKET EXIST SECTIONAL DOOR TO REMAIN /, 2" 181 2" AIR CURTAIN SCALE: 1" = 1'-0" INSULATED PANEL, BY REFRIGERATION CONTRACTOR ROLL -UP DOOR HOUSING REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila BUILDING DIVISION (MOUNTED ABOVE AIR CURTAIN) STEEL ANGLE BRACKET AT EACH SIDE OF DOOR HIGH SPEED ROLL -UP DOOR, BY REFRIGERATION CONTRACTOR - TIE TO ALARM SYSTEM OPEN AS THE FAIL-SAFE. ROLLING SERVICE DOOR SCALE: 1" = 1'-0" DOOR OPENING RECEIVED CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER 10019 REGISTERED ARCHITECT %Kevin Sutton STATE OF WASHINGTON 1 U - J — J 0 a) 0 0 0 c v 0) 0 0 N) 0 y.. t d O U REVISIONS NO. DATE BY € \ 10-25-13 CITY JOB NUMBER: 13-050 om am tom 1 DMcCULLOCH DRAWN: RY Z\ ISSUE FOR PERMIT / \ ISSUE DATES EXIST CONC. FLOOR B FLOOR SINK SCALE: 1 1/2" = 1'-0" HOT-AIR WELD (MIN. 1 -IN. WIDE) HOT-AIR WELD (FULL WIDTH OF FLANGE) N SECTION FLASHING MEMBRANE ROLLED INTO PIPE, MIN. 2". HOT-AIR WELD BONDING ADHESIVE PER MFG. REQUIREMENTS MEMBRANE WRAP MEMBRANE STRIPPING PLY ROOFING MEMBRANE INSTALLED PER MFG. SPECIFICATIONS. RIGID INSULATION w/ 1/4" PROTECTION BOARD NOTES: 1. FLASHING MUST EXTEND A MINIMUM OF 6 -IN. HIGH WHENEVER POSSIBLE AND ALWAYS ABOVE ROOF FLOOD LEVEL 2. INSULATION AND FIELD MEMBRANE MUST BE CUT TIGHTLY AROUND PIPE BASE. ROOF PENETRATIONS SCALE: 3" = 1'-0" PIPE FLASHING LAP CAULK EXIST ROOF TO REMAIN EXIST FIRE SPRINKLER UNE EXIST ARE SPRINKLER HEAD TO BE RELOCATED INSIDE THE COOLER NEW COOLER/ FREEZER CONC. CURB - SEE SECTION AT NEW COOLER/ FREEZER SCALE: 1/2" = 1'-0" SEALING MASTIC CLAMPING RING (BY OTHERS) LAP CAULK MEMBRANE PEEL & STICK PIPE FLASHING SEALING MASTIC CLAMPING RING (BY OTHERS) PRE -MOLDED PIPE FLASHING ANCHOR DISC AND ACCEPTABLE FASTENER (NOTE 1) 1/2' COVER BOARD OVER ROOF INSULATION CIRCULAR ROOF PROJECTION LAP CEMENT BONDING CEMENT (FOR ADHERED CONDI11ONS ONLY) OUTSIDE COOLER CONCRETE CURB 1/2" CHAMFER t4 BARS 018" O.C. 1 a CONC. CURB SCALE: 3" = 1'-0" a• DOOR WIDTH PER PLAN a 5 1 INSIDE COOLER INSULATED PANEL, BY REFRIGERATION CONTRACTOR (N.I.C.) Illy/I 1 I� 'a O U • 8" DIA. STEEL BOLLARD, PAINT "SAFETY YELLOWY' BLACK "CAUTION" STRIPES — NEW SLAB, REINFORCING TO BE DOWLED WITH EPDXY GROUT 012" O.C. STAGGERED TT1-1711.1....._I I I -T.1.1.._.. rrr_Lirr 1TETI1 TTI—f I I=1T r=r-ri I I_111-11 I-11 I-11 I -I 11-I 11-111-I 1 I -I 1 I -I 1 I -I 1 I -I I -I III -III -111-I 1 1I 1 1-1 1 1-I 1 1-1 1 I -I I I1 1 1-I 1 1-1 1 1 I • ' 1 1-I 1 I -I 1 I -I 1 I -I 1 I -I 1 I11 1-I 1 I-11 1-I 1 1 -II I -I 1 I -I 1-I �. - III-III-III-III-III-III-III-1 11-I 11 -III -III O I I I 11-111-111-111111-111-111-111111-111-111-1117, I -1I I1 -111-111-I I1-111- "'- _III -III -III -III -I ' — 111-1_I 1-1 11_I 1=' -' 1 I-111=111= T, ) , 11=111= 11—I .. 1=1 1 1=1 -li 111 IIa .;77.7,11I-IIIII.I—IIIIII—I-II-III1II,I 11- 111 - 1' IIE711,1_71,' '411741111HilL1.1 RAIN HOOD WITH CLAMP AND HIGH TEMPERATURE SEALANT (BY OTHERS) PEEL & STICK PIPE FLASHING MEMBRANE NOTES: 1. MEMBRANE MUST BE MECHANICALLY ATTACHED WITH ANCHOR DISC ON 6" CENTERS AROUND PROJECTION. 2. DO NOT OVERLAP THE FLANGES FROM ADJACENT PIPE FLASHINGS. 3. ANY SEAM UNDER BOOT FLANGE TO BE TREATED AS T -JOINT. ANCHOR DISC AND ACCEPTABLE FASTENER (NOTE 1) 1/2" COVER BOARD OVER ROOF INSULATION OUTER PIPE SLEEVE THERMAL INSULATION (IF SPECIFIED) TAPE PRIMER/WASH BONDING CEMENT (FOR ADHERED CONDITION ONLY) I I x1=1 iirl-• va dIIIIl1II1111I, -1 I 1=III= •..111-I 11-I I III -III= .:111=111=1 ::E111=111= 1 • .111 -III- ' 1-11 I-1 111 I I la H I- H II -H I -I 1 I 1 I I 11. '1-1 I,,111,,111111-111I_I11��111-1i- BOLLARD - DOOR PROTECTION SCALE: 1/2" = 1'-0" 1/4" X 1" HAMMER DRIVE ANCHORS 0 16" O.C. EXTERIOR EXTERIOR WALL 8' HT. 22GA STAINLESS STEEL CLOSURE TRIM CONCRETE CURB 1 6" INSULATED WALL BY REFRIGERATION MANUFACTURER 1 STAINLESS STEEL CLOSURE TRIM SCALE: 3" = CONCRETE SLAB 114 BARS 018' O.C. REINFORCING, DOWELED IN EPDXY GROUT STAGGERED A B CONCRETE SLAB INFILL CONC. W/ REINF. EXIST CONC. FLOOR TRENCH DRAIN 2'-0" HEAVY DUTY GALVANIZED CAST IRON GRATE BOLTED TO POLYMER PRE -SLOPED DRAIN SYSTEM (TOP OF GRATE -1/4" BELOW FIN. FLR. OF WAREHOUSE) 1/81 PER FE CONT. EXPANSION JT. / 18"PEP, FT. 114 BARS 0 18' O.C. REINFORCING, DOWELED IN EPDXY GROUT VAPSPZIP 10‘190711Agilpsw lir or I ID • re ow ow or 1,40,01,;01,...•040 11/jOjej1j4k1,400 14 BARS 018" O.C. TRENCH DRAIN ) r-- 1• TRENCH DRAIN DETAIL BARS CONT. TYP. 4 PLACES) MIN. 4" CONC. COVER AROUND TRENCH DRAIN BASE COURSE SCALE: 1 1/2" = 1'-0" STEEL ANGLE BRACKET AT EACH SIDE OF DOOR AIR CURTAIN UNIT, MOUNT TO BRACKET EXIST SECTIONAL DOOR TO REMAIN /, 2" 181 2" AIR CURTAIN SCALE: 1" = 1'-0" INSULATED PANEL, BY REFRIGERATION CONTRACTOR ROLL -UP DOOR HOUSING REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila BUILDING DIVISION (MOUNTED ABOVE AIR CURTAIN) STEEL ANGLE BRACKET AT EACH SIDE OF DOOR HIGH SPEED ROLL -UP DOOR, BY REFRIGERATION CONTRACTOR - TIE TO ALARM SYSTEM OPEN AS THE FAIL-SAFE. ROLLING SERVICE DOOR SCALE: 1" = 1'-0" DOOR OPENING RECEIVED CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER 10019 REGISTERED ARCHITECT %Kevin Sutton STATE OF WASHINGTON 1 U - J — J 0 a) 0 0 0 c v 0) 0 0 N) 0 y.. t d O U REVISIONS NO. DATE BY € \ 10-25-13 CITY JOB NUMBER: 13-050 Z. DMcCULLOCH DRAWN: RY Z\ ISSUE FOR PERMIT / \ ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 10-04-2013 CAD FILE: 13-050_A81 JOB NUMBER: 13-050 CHECKED: DMcCULLOCH DRAWN: RY STATUS: ISSUE FOR PERMIT INTERIOR DETAILS A8.1 Project Name LE.) rtt•-r-vr kti)0 04 Of e TIP (E311LT-Uir /Mt. ttpt.72.-tx#121 -74,41 `5.0‘tkii(!) 110,44 1+4(5 ?WA. A fog- t4i5CED-intr-wr N Vit0 199 Bm/Jst Location/Description: ch Roof dead load (psf) live load (psf) tributary width (ft) Floor dead load (psf) live load (psf) tributary width (ft) Wail wall weight (psf) height (ft) Beam Span (ft) load duration/repetitive factor 10,00 25.00 ird • point load location to farthest support (ft) additional total point load (kips) point load location to farthest support (ft) 0.00 Dit ratios Beam Data Baae Number tributary load (plf) moment (kip -ft) shear/reaction (kips) Required S (inA3) Required A (inA2) Size Roof dead load (psf) live load (psf) tributary width (ft) Moor dead load (psf) live load (psf) tributary width (ft) Wall wall weight (psf) height (ft) Beam Span (ft) load duration/repetitive factor Beam Date Base Number tributary load (plf) moment (kip -ft) shear/reaction (kips) Size 770,00 245.38 21.15 • 10.00 moo 22.00 EFoai iidef 2.0E P3L 0.97 1.40 0.40 ,00 <8.75/6.75=1.30 1066.85 28374.27 point load location to farthest support (ft) additional total point load (kips) point load location to farthest support (ft) 1 00 DIC ratios 0.00 50.00 1,15 770,00 240,63 19.25 2.0E PSI. Pmvided 1094.87 Be no No.2040 Provided V Provided I 24F -V4 or 24F -V8 OF GL 1046.20 27825.00 81.39 6-314x33 _Ivor W to D41,1 Lel t `109 X 114:4/6 CLIN kevArl EXIST T1LT-UP WALL #4 HOOKED EPDXY DOWELS rceoRiT 'EXIST FOOTING AND REINFORCING TO Provided 1094.87 20214.88 222.75 Beam No.20-60 INSULARD PANEL BY REFRIGERATION CONTRACTOR MAINTAIN EXISTING REINFORCING, CHIP OUT AND REMOVE ALL EXISTING CONCRETE AND PREP FOR NEW SLAB WM2" EACH WAY REBAR MAT AT THE SLAB, EPDXY 4" INTO EXISTING CONCRETE WALL PANEL 6" (4,000 PSI) CONCRETE SLAB, j4012" EACH WAY AT SLAB MIN. DEPTH USING CHAIRS. SUP SHEET (100 PSI) EXTRUDED POLYSTYRENE INSULATION 18 MIL VAPOR/RETARDER + BARRIER •:;!'•-;•;•-- 2" SAND BASE WITH PIPING PER STRUCTURAL • 6" FOOTING, PER \i, STRUCTURAL i\�i \mo \mo\moi\�i 41 SUB -BASE PROVIDE SAW CUT CONTROL JOINTS SPACED AT 12P-0" MAXIMUM EACH WAY (ONLY ONE HALF OF THE REBAR CAN PASS THRU A CONTROL JOINT). COORDINATE MTh CEILING FRAMING SUPPORTS AND RACK POST LOCATIONS TO ENSURE FRAMING POST LOCATION IS AT LEAST 18" AWAY FROM A CONTROL JOINT Darwin's Natural Pet Products Tenant Improvement 350 Treck Drive Tukwila, Washington 98188 Structural Engineering Calculations REVIEWED FOR CODE COMPLIANCE APPROVED DEC 06 2013 City of Tukwila BUILDING DIVISION For Magellan Architects 8383 158th Avenue Northeast, Suite 280 Redmond, Washington 98052 By Coffman Engineers Inc September 27, 2013 5,3 (.7.mq r /gositAiosv corrg culte54 D moritom 47 (trul twe > LA/ w \AA 3 INSULATED SLAB @ (E) TILT -UP T= 41> SPaPi LS) 44 t4- AiP+1 rive 2.1655 607 my) 44.6 Y.livt'VOTt7 caw- wAge-L. 76 TAPPI 120c) Cs% .1") 15113ec413 41z etvw 1/4'70cia(0 12. gAtaNts) rici tkit+ tiv/ uf *a'ezdi .6;044fraEve 4e) 2117 1.41 spECEAL INSPECTION 1. SPECIAL IIISPECTION BY A REGISTERED DEPUT)/EUILDING, INSPECTOR, CONTRACT rm THE OWNER AND APPRD'9'ED BY THE ARCHITECT AND THE BUILDING OFFICIAL, SHALL BE REQUIRED FOR THE .FOLLOWING TYPES OF WORK tSEE THE PROJECT SPECIFICATIONS FOR FURTHER REQUEREMENTS): ITEM STEEL DETAIL VERIFICATION WELDING OF STRUCTURAL STEEL WELDING Of REINFORCING STEEL WELDIIK; OF COLD FORMED STEEL HGH STRENGTH BOLTING BUILDING CODE:REFERENCE. SPECIFIED trz GREATER THAN 2000 PSI PLACING OF REINFORCING AND PRESTRESSING STEEL SPECIAL SYSTEMS EXPAII,ISION,'EPDXV ANCHOR BOLTS 1704.4 1704..15 b(3 3Iq )-ner- vu,ktk 4/acoetkc, AmakoviMP ptnAtt_ rys viAus RECEIVED CITY OF TUKWILA NOV 1 5 2013 PERMIT CENTER REGISTERED ARCHITEcT Sution STATE OF WASHINGTON Associates PLLC 0 0 Po 0 000 cn 170 -0CL_ REVISIONS NO. DATE BY A 10-25-13 CITY DRAWN: COFFMAN ENGINEERS STATUS: ISSUE FOR PERMIT ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 10-04-13 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: PLOT DATE: 10-04-2013 CAD FILE: 13-050 S11 JOB NUMBER: 13-050 CHECKED: DMcCULLOCH DRAWN: COFFMAN ENGINEERS STATUS: ISSUE FOR PERMIT STRUCTURAL DETAILS S . 1