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Permit D15-0143 - CHEVRON STATION - TENANT IMPROVEMENT
CHEVRON STATION 220 STRANDER BLVD D15-0143 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 Parcel No: 2623049104 Address: 220 STRAN DER BLVD Project Name: CHEVRON STATION DEVELOPMENT PERMIT Permit Number: D15-0143 Issue Date: 10/2/2015 Permit Expires On: 3/30/2016 Owner: Name: CHEVRON TEXACO Address: P 0 BOX 1392 PROPERTY TAX DEPT, BAKERSFIELD, WA, 93302 Contact Person: Name: DUNCAN WALLACE Phone: (425) 405-7746 Address: 1940140 AVE W, SUITE 300, LYNNWOOD, WA, 98036 Contractor: Name: JOE HALL CONSTRUCTION INC Phone: (253) 922-6815 Address: 1317 54TH AVE E , FIFE, WA, 98424- 1226 License No: JOEHAC*259RT Expiration Date: 2/13/2016 Lender: Name: KIRAN ASHER Address: 5727128 ST SE , MUKILTEO, WA, 98275 DESCRIPTION OF WORK: RENOVATING EXISTING SERVICE BAY TO RETAIL AREA. UPDATE EQUIPMENT AND FINISHES. REVISE SINGLE DOOR TO DOUBLE DOOR. REMOVAL OF GLAZING, REPLACED WITH WALL INFILL. ADD FREE-STANDING COOLER TO EXTERIOR OF BUILDING. ADD LANDSCAPE ISLAND AS REQUIRED BY PLANNING Project Valuation: $254,495.00 Fees Collected: $5,856.29 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: �&" Nyd Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: Print Name: k1Q4-"f ii-Kx, lDCu i 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: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: 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) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 5: Maintain fire extinguisher coverage throughout. 6: 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) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 12: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 13: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 16: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 18: Local U.L. central station supervision is required. (City Ordinance #2437) 17: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 20: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 21: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: 'BUILDING PERMIT CONDITIONS' 28: 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. 29: 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. 30: 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. 31: 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. 32: 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. 33: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 34: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 35: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 36: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296-4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 37: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 38: All wood to remain in placed concrete shall be treated wood. 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: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 43: 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. 44: 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). 45: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 46: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 47: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 48: 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. 49: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 50: ***PUBLIC WORKS PERMIT CONDITIONS*** 51: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 52: Trees shall not be staked. 53: Any roots exposed during landscaping shall be cut cleanly. 54: For both the tree and shrub plantings, the backfill shall be a mix of 30% topsoil/compost to native soils and fully incorporated into the planting area. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5190 BACKFLOW - WATER 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 0612 EXT ROOFING INSUL 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0606 GLAZING 1600 PUBLIC WORKS FINAL 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 4004 SI-WELDING 0602 SLAB/FLOOR INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR I f., C. CITY OF TUKH-ILA Community Development Department • ` Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 ''' Tukwila, WA 98188 http://wNvw.TukwilaW A. gov Building Permit No. h l 1 —O 22 Project No. Date Application Accepted: Date Application Expires: t T 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 ::1 King Co Assessor's Tax No.: 262304-9104 Site Address: 220 Strander Blvd, Tukwila WA 98188 Suite Number: Floor: ONE Tenant Name: Chevron New Tenant: ❑ .....Yes m ..No PROPERTY OWNER Name: Raka Inc (Kiran Asher) Address: 5727 128th St SW City: Mukilteo State: WA Zip: 98275 CONTACT PERSON — person receiving all project communication Name: Duncan Wallace, PM Design Group Address: 19401 40th Ave West Suite 300 City: Lynnwood State: WA Zip: 98036 Phone: (425) 405-7746 Fax: Email: dwallace@pmdginc.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: PM Design Group Inc Architect Name: Kenneth McCracken Address: 1940140th Ave West Suite 300 City: Lynnwood State: WA Zip: 98036 Phone: (360) 719-1951 Fax: Email: kmccracken@pmdginc.com ENGINEER OF RECORD Company Name: Peyton-Tomita & Associates Engineer Name: Dave Peyton Address: 1370 Brea Blvd #240 City: Fullerton State: CA Zip: 92835 Phone: (714) 2454930 Fax: Email: dpeyton359@aol.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: V,\ & -'J A 5 (-C�L Address: 5-72-1 i2t67"k 5\ 5L,- City: YvNU\CI UIWQO State: ir-A Zip: 38(2 H:WpplicationslFonns-Applications On Line\201 I ApplicationsTermit Application Revised - 8.9-1l.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORM.ATI(. ,--206-431-3670 1 Valuation of Project (contractor's bid price): $ 40,000 Existing Building Valuation: $ 422,700 Describe the scope of work (please provide detailed information): Renovating existing service bay to retail area. Updating equipment and finishes. Revising single door to double door. Removal of glazing, replaced with wall infill. Add free standing cooler to exterior of bldg. Add landscape island as required by planning. Will there be new rack storage? ❑..... Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 567 1,771 602 V-B M 2nd Floor Yd 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 11): 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: 16 Compact: Handicap: 2 Will there be a change in use? 0....... Yes ❑....... No If "yes", explain: SERVICE TO SALES FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers El ....... Automatic Fire Alarm ® .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes .......No If "yes, attach list of materials and storage locations on a separate 8-112" x ]]"paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationslFomtc-Applications On Line\201 I ApplicationsTermit Application Revised - 8.9-1 Ldoec Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFOimAIATION — 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 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ . Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic S stem: El 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 apr ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line I ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension ............. Public ❑ Private ❑ ❑... Water Main Extension .............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ...Sewer Monthly Service Billing -to: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:Wppliations\Forttks-Applications On Line12011 AppticationsTerma Application Revised . 8.9-1 I.dom Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Date: 06/10/2015 Print Name: Dubin Wallace Day Telephone: (425) 405-7752 Mailing Address: 19401 40th Ave West Suite #300 Lynnwood WA 98036 City State Zip H:\Applications\Fomis-Applications On Line\2011 AppbcationsTemdt Application Revised - g-9-1 I.d= Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Strander Chevron Extra Mile PERMIT # C(P ZZo 5ngAtJ-J>ER ) 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 Erosion prevention prevention _ 62e_% Water/Sewer/Surface Water +Svo Road/Parking/Accessee-88 A. Total Improvements _$*474� 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 _ e cubic yards Enter total fill volume — cubic yards I125— _$2ai�-e $250 0 ) 4Sao pen D CITY OF TUKWILA SEP 0 2 2015 Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. PERMIT CENTER QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101 —1,000 $37.00 11001-10,000 $49.25 10,001-100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees 23-5() (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION ro (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. Approved 09.25.02 Last Revised 01/01/14 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ ((Z, 50 -27-8:-e0 6 7. Pavement Mitigation Fee $ 0.00 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin I to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width 20-15 (100%) $10.00 15-10 75% $7.50 10-7 (50%) $5.00 7-5 33% $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee $ Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51-100 $37.00 101 -1,000 $37.00 for I' 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the Is' 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1' 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 2 Last Revised 01/01/14 (8) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 Total A through E $ 0.00(9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) E. Allentown/Foster Pt Sewer (Ord 2177) F. Special Connection (TMC Title 14) G. Duwamish H. Transportation Mitigation I. Other Fees $ Total A through I $ 0.00 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ I I S _. ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance., RCFC` 01.01.2014-12.31.2e5 Total Fee 0.75 $6 $6005z $6630 1 $1125 $15.012.50 $16,137.50 1.5 $2425 530,025 $32,450 2 $2825 8,040 $50,865 3 $4425 $9 , 80 $100,505 4 1 $7825 $150,12 $157,950 6 1 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 1'emporary Meter 0.75" $300 2.5" $1,500 3 C1ear,form LA Af DS+: AW r K 4 VLA-4,t City of Tukwila 4 10 6300 Southcenter Blvd, Suite 100 ! Tukwila, WA 98188 1908 206431-3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM Section 'l — to be completed by: Developer Name of Development: STQA "b W CH~r.- VP 6NI S1 R _MQ pjL Date: b C C ! 1 r 24 t S Address: 22.© STiAnJ iJG.-,P- D LU t} , TU)c.W (t,4 _ Permit No.: _*D IS - d (C4 3_ Release should be sent to: Name: A-Trj : k IRAN /+sH1L , Nl A -!!A (c,A- ( a L Address: 24 3 1.3 0 VI Sr- cj S V (Tr I O) City/State/Zip F V Ekli T , WA , CI &- 2.0 27 Description of items to be completed (reference plans/documents whereUtem are described): 0 Itil P t-t"c 1 l+ inl 'R S L �i5 Q F� � v YVVI,t T'F� -P L4W I-) k ►J SiRl� VLAw -t--PLA-nr rs ( L,4 s ri+-, ,v) A-�,- P6i e.,. tK,, tr „ v1. ri. As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ - �p (150% of value to complete work above) and attach support documentation for value of work. I will have this work carried out and call for a final inspection by this date: "ki L IS , 2016or risk having the City use these funds to carry out the work with their own contractor or in-house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these f nds. Signed: -j t,t Title: CSt DE-rfT Section 2 - to. be completed Signed: Amount: $ ❑ Cash/Check City Receipt No.: staff, THIS FUND IS AUTHORIZED TO BE AC Department Head: Deposited this Date: ❑ Cash Assignment ❑ Bond Received By: Section 3 - to be -completed by Developer All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent/bond. Developer's Representative: Date: I have reviewed the above cash/cash equivalent/bond. Inspector: and found it accepta Date: Section 4 - to be completed by City staff autho Authorized By: Amount Released: $ ❑ Check - Check No. ❑ Cash Equivalent - Letter attached Date Released: Released by: '.potic�aid pro<cdoresticd booAldc: cloper'i prolcd t�.trrtnt� loan CicncdFcbnu n 21W PTED rize the release of the above ❑ Bond - Letter attached AfP►t'AT` JOE HALL CONSTRUCTION, INC. P E I "rum t4ulpm w W, JOEI IAC*259RT 1317 54t11 Avenue East FAX: (253) 922-6828 Fife. Washington 98424-1226 TOLL FREE (800) 777-6815 (253) 922-6815 wtvw.joehall.con3 PROPOSAL AND CONTRACT Number: PEK-KA 12-14-15 Customer's Name Date: December 1st 2015 Kiran Asher kiratiasher@aol.com Job Address: Chevron 220 Strander Blvd. Tukwila, WA ,Toe Hall Construction, Inc. will provide construction labor, construction materials and equipment for the following work. 1. Supply and install plants, and bark per landscape plans for the sum of $2,823.00 plus tax. 2. Install curbing and top soil to create new planter for the sum of $1,122.00 plus tax. Joe Hall Construction, Inc. By: _ Philip E Keehnel Position: CEO Customer: _ Print Name Signature: Date: December 6`h 2015 Date: Joe Hall Construction, .Inc. Contractor's Registration JOEHAC x259RTC Page 1 of 1 U3Cont06Apr09RevA Number 09-racw-10 Sept -Rev C Date Paid: Tuesday, December 15, 2015 Paid By: KIRAN ASHER Pay Method: CREDIT CARD 07206D Printed: Tuesday, December 15, 2015 12:36 PM 1 of 1 '�7 �J' IC��SY57EM5 DESCRIPTIONS PermitTRAK ACC• QUANTITY PAID $3,771.53 D15-0143 Address: 220 STRANDER BLVD Apn: 2623049104 $3,771.53 DEVELOPMENT $3,673.70 PERMIT FEE R000.322.100.00.00 0.00 $1,956.70 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,271.85 STRUCTURAL CONSULTANT E000.08.559.600.41.00 0.00 $445.15 TECHNOLOGY FEE $97.83 TECHNOLOGY FEE TOTAL FEES PAID R6324 R000.322.900.04.00 0.00 $97.83 $3,771.53 Date Paid: Friday, October 02, 2015 Paid By: KIRAN ASHER Pay Method: CREDIT CARD 03452D Printed: Friday, October 02, 2015 11:17 AM 1 of 1 SYSTEMS DESCRIPTIONS • QUANTITY PAID PermitTRAK $1,545.32 D15-0143 Address: 220 STRANDER BLVD Apn: 2623049104 $1,545.32 DEVELOPMENT $1,023.20 PERMIT FEE R000.322.100.00.00 0.00 $829.90 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 STRUCTURAL CONSULTANT E000.08.559.600.41.00 0.00 $188.80 PUBLIC WORKS $475.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $112.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $112.50 TECHNOLOGY FEE $47.12 TECHNOLOGY FEE R000.322.900.04.00 0.00 $47.12 TOTAL Date Paid: Wednesday, September 23, 2015 Paid By: KIRAN ASHER Pay Method: CREDIT CARD 00102D Printed: Wednesday, September 23, 2015 1:46 1 of 1 II �CSYS7EM5 PM Date Paid: Wednesday, September 23, 2015 Paid By: KIRAN ASHER Pay Method: CREDIT CARD 00102D Printed: Wednesday, September 23, 2015 1:46 1 of 1 II �CSYS7EM5 PM Date Paid: Thursday, June 11, 2015 Paid By: KIRAN ASHER Pay Method: CREDIT CARD 02975D Printed: Thursday, June 11, 2015 11:22 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit b lR-� � INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: U, w ✓,) Type of Inspection: icl�ds ��< -kA4 ( Address: Date Called: Special Instructions: Date Wanted: a.m. \1- —lu .m) Requester: Phone No: MApproved per applicable codes. EI Corrections required prior to approval. COMMENTS: LaN4 S vy1-,( MUk4A vt- to r-Ao— Alt (kale/ h ^l rW to fay Inspector:r!� Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD C Retain a co with permit l� r�� I PECTION NO. �y PERMET NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: eN ,r Type of pecti 4r 1-y Address: Date Called: Special Instructions: [Gate Wanted: a.m. 2 p.m. Requester: Phone No: pproved per applicable codes. L_J Corrections required prior to approval. 1Inspettor: J �i �f!`/ IuateaAl2,%/r,11 REINSPECTION FEE REQUIRED. Prior to next inspection, fee"must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection vZ INSPECTION RECORD j Retain a copy with permit IN ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: CZ9 LL Type of In gion: 9 Address: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: pproved per applicable codes. LJ Corrections required prior to approval. '---- ' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. vC INSPECTION RECORD �/Oz/ Retain a copy with permit � � 45 CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /,� j Type of lryspection: Address: Date Called: Special Instructions: ate Wanted: r l l� _ Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. V 1111�- .� IIvsPECTioN RECORD Retain a copy p with ermit INS T10N N0. PERMIT N0. CITY of TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of In ection: Address: Date Called: Special Instructions: Date Wanted: a.m. li p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. (inspector: I ) '0 - JDate:],? kh,5� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. y 'j INSPECTION RECORD �015`C Retain a copy with permit / �3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project- f V/ e® TYPe. )4Ze 9441 1l1 l� Address: Pate Called: Special Instructions: ,Q„ . Date Wanted: a.m. Requester. Approved per applicable codes. Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: / Type of In ion: Address: ate Called: Special Instructions:, Date Wanted: P.M. Requester: Phone No: ElApproved per applicable codes. LJ Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit��y PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:/el"N Type of Inspectii ory, Address: Date Called: l/ G Special Instructions: Date Wanted: ` a.m. Requester: Pho a No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. INSPECTION RECORD�TV Retain a copy with permit !� 7 IN TION NO. PERMIT NO: `- j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: CA' Type of Inspection: � Y7o Address: D to Called: �y Special Instructions: Date Wanted: .m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: - Date: i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catl. to schedule reinspection. �C INSPECTION RECORD Retain a copy with permit " INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of In ecti .r-- A dress: f Date Called: /7/I Special Instructions: Date Wanted: a.m. p.m. Requester;() Phone ^5'-5 651 pproved per applicable codes. Corrections required prior to approval. El REINSPECTION FEE REQUIRED. Prior to next inspection lfee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 12 t INSPECTION RECORD Is - Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr t: tk Type of Inspe tiorae Address: Date Called: Special Instructions: I Date Wanted: a.m. 0-0-0 3-0 p.m. Requester: Phone No: Inspector: Date:10 —I 3 - IS- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD -_ Retain a copy with permit > _ 01 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT ?nr%_S7S_aan7 Project: vlZa Type of Inps ction: Address: Suite #:--,.c-r' Contact Person: Special Instructions: Phone No.: �ZApproved per applicable codes. Corrections required prior to approval. COMMENTS: .err/ . v f>s 111 A Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duch: Monitor: Pre -Fire: Permits: Occupancy Type: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 131111ina Address Attn: I Company Name: A dress: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 R CITY it 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 Project Info Project Address chevron Date 6/5/2015 Compliance forms 220 strander sLVD For Building Department Use Tukwila, WA 98188 do not require a password to use. Applicant Name: Instructional and 0 calculating cells are write -protected. Applicant Address: Applicant Phone: Project Description ❑ New Building ❑ Addition [✓� Alteration ❑ Change of Occupancy/Conditioning Compliance Path Q Prescriptive p Q Component Performance 0 Total Building Performance Selection required to enable forms. Occupancy Group QQ Commercial O Group R - R2 & R3 over 3 stories and all R1 Selection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade % Vertical If complying via the Prescriptive path, (rough opening) divided by Wall Area times 100 equals Fenestration 14.0 _ 3164.0 X 1 �� = 22. 6$ enter values for vertical fenestration, skylights, gross walls and roof on this ENV -SUM worksheet. If complying via the Component Performance path, enter Gross Exterior these values in the ENV-UA worksheet. Total Skylight divided by Roof Area times 100 equals % Skylight These values auto -rill from ENV-UA and are write -protected on ENV -SUM. 0.0 + 0.0 X 100 = Fenestration Area Vertical VERTICAL FENESTRATION AREA COMPLIES Fenestration Area Compliance Skylight Area MPL Vertical Fenestration O 50% or more of the floor area is within a daylight zone per C402.3. Alternates '; SEP 2 4 2 0 High Performance Fenestration U-factors and SHGC per Ca02.3.1. �' Compliance Method ❑ Skylight area 3% or greater, VT-0.40 or greater City of TWIN Single Story Spaces ❑ Skylight effective aperture 1% or greater, provide calculation NAMING plV Requiring Skylights El space eligible for exception Requires a minimum of 50% of floor area to be within a skylight daylight zone for specific space types. Refer to C402.3.2 for requirements. ❑ Project has semi -heated spaces as defined per C402.1.4 ❑ Applying wall exception to semi -heated spaces Semi -Heated Spaces f. Semi -heated spaces may comply under Prescriptive or Component Performance compliance path. 2. Semi -heated spaces shall be documented separately from other conditioned spaces — provide separate compliance forms for each conditioned space type. 3. Envelope elements separating semi -heated from other conditioned spaces shall comply with exterior thermal envelope requirements. Q Walk-in Cooler ❑ Walk-in Freezer ❑ Refrigerated Warehouse Cooler ❑ Refrigerated Warehouse Freezer Refrigerated Spaces Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non -refrigerated areas in the ENV -PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. 11+Iixed Occupancy and/or Project includes more than one occupancy type and/or level of space conditioning. Multiple compliance forms may be required. Select all that apply to scope of project: E'Y IRditioning ❑ Commercial ❑ R2 & R3 over 3 stories and all R1 ❑ Refrigerated Space F TUKWILA ❑ Fully Conditioned ❑ Semi -Heated ❑ Low Energy' ❑ R2 & R3 - 3 stories or less N 1 12015 `Low energy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required. Refer to C101.5.2 for exemption. PERMIT CENTER b I �q__o I LJ3 '1 -OR AN.CE D 15 ila SION Envelope • • • Zones • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all I Retised Oct 2013 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration. Refer for Prescriptive Compliance to Tables C402.1.2, C402.2and C402.3In the 2012 WSEC for Important footnotes thatapply to these tables. Refer to Section C402 for all applicable requirements that apply for each envelope element type and applicable exceptions. Prescriptive Path Table C402.2 Notes 1,7 Insulation Minimum R-Value Table C402.1.2 Notes 1.2 Assembly Maximum U-factor Occupancy Group All Other Group R All Other Group R Opaque Elements Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. U-0.034 U-0.031 Metal Buildin with R-3.5 thermal blocks),Note 3 R-25 + R-11 Ls R-25 + R-11 Ls U-0.031 U-0.031 Attic and Other R-49 R49 U-0.021 U-0.021 Walls, Above -grade Mass R-9.5 c.i. R-13.3 c.i. U-0 104 Note U-0.078 Metal Building R-13 + R-13 c.i. R-13 + R-13 c.i. U-0.052 U-0.052 Steel Framed R-13 + R-10c.i. R- 19 + R-8.5 c. i. U-0.055 U-0.055 Wood Framed and Other R-21 int R-21 int U-0.054 U-0.054 Below Grade Wall NO1r 4 Same as above grade Same as above grade F100rs Mass R-30 c.i. R-30 c.i. U-0.031 U-0.031 Steel Joist R-38 + R-10 c.i. R-38 + R-10 6. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 U-0.029 U-0.029 Slab -On -Grade Floors Unheated R-10 for 24 in. from to of slab F 0.54 70.54 Heated Note 5 R-10 perimeter & under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R-Value for prescriptive compliance. U-0.37 U-0.37 Roll -up or sliding R-4.75 I R-4.75 No U-Value for prescriptive compliance, Table C402.3 - 0-30% of wall area, or 30%-40% perSeetion C402.3.1.1 DLZ Section C402.3.1.3 High Performance Fenestration Option - 0-40% ojwall area Fenestration Assembly Maximum U-factor Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing fixed U-0.38 U-0.38 U-0.34 U-0.34 Metal framing (operable) U-0.40 U-0.40 U-0.36 U-0.36 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 Fenestration Assembly Maximum SHGC Factor Vertical Fenestration PF < 0.2: all orientations - SHGC-0.40 0.2 5 PF < 0.5: north - SHGC-0.44; all other - SHGC-0.48 PF Z 0.5: north - SHGC-0.48; all other - SHGC-0.64 PF < 0.2: all orientations - SHGC-0.35 0.2 5 PF < 0.5: north - SHGC-0.385; all other - SHGC-0.42 PF Z 0.5: north - SHGC-0.42; all other - SHGC-0.56 SAYfights SHGC-0.35 SHGC-0.35 Refrigerated Spaces Insulation Insulation Minimum R-Value Table C402.5 and C402.6 Assembly Maximum U-factor Freezers - Walk-in and Warehouse Roof/Ceiling R-32 No U-Value for prescriptive compliance Wall R-32 Door R-32 Door - transparent reach -in triple -pane, heat -reflective treated or gas Floor R-28 Coolers - Walk-in and Warehouse Roof / Ceiling R-25 No U-Value for prescriptive compliance Wall R-25 Door R-25 Door - transparent reach -in double -pane, heat -reflective treated & as fill, or comply with freezer door reg. Floor No Requirement 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Address Chevron Date 06/05/2015 Occupancy Group 0 Commercial 0 Group R For Building Department Use Fenestration Area as % gross above -grade wall area 22.6% Max. Target: 30.0% Skylight Area as % gross roof area Max. Target: 5.096 Vertical Fenestration Alternates: None Selected on ENV -SUM Prescriptive compliance of envelope assemblies may be accomplished by providing insulation R-values per Table C402.2 or U-factors/F-factors per Tables C-402.1.2 and C-402.3. A single project may comply via R-values for some envelope assemblies and U-factors/F-factors for others. Note compliance method taken for each assembly in spaces provided. BuildingComponent pe U-Factor/F-Factor for Alternative R-Value for Prescriptive Compliance Prescriptive Compliance Alternate Cl U-Factor Source Continuous R-Value (Appendix A, Chapter 3 Cavity Ins. Ins. (CI) (Table C402.2 Assembly table, or approved Provide page/plan # of assembly detail and ID. R-Value R-Value Footnote F)' U-Factor calculation method) m ID: ID: 0 ID: v ID: 0 M ID: X ID: ID: r ID: 0 ID: ID:NEW 6 OR MODIFIED WALLS ONLY R-13+R-13 0.052 'ID ID: ID: c ID: a m ID: ID: o ID: o ID: m o, ID: O ID: N m ID: ID: I ID: m o ID: m m 120 ID: 0 ID: y ID: m ID: c ID: 0 u_ d ID: E ID: m ti ID: Perim. Ins. Full Slab Cl R-Value R-Value F-Factor F-Factor Source ID: cD g to D ID: ID: ID: =° ID: = ID: nvte r - are rayurreu. rteuv ur ciuss-uecnonar area or merar penerrarron rnrougn ornerwise continuous Insulation snail De U.U4-U.UByo. Note 2 - Thermal spacer blocking and liner system are required for prescriptive R-Value compliance. Note 3 - Intermediate framing is required for prescriptive R-Value compliance in wood -framed wall assemblies. Note 4 - Proposed non-residential building CMU walls meeting Table C402.1.2 Footnote D requirements can enter the target U-value of 0.104. Note 5 - Refer to Table C402.2, Footnote E for prescriptive R-Value requirement for steel floor joist assemblies. Note 6 - Prescriptive slab -on -grade insulation shall extend from top of slab to minimum length per an approved method as defined in C402.2.6. 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over: Project Address chevron Date 06/05/2015 Fenestration Area as %a gross above -grade wall area 22.6% Max. Target: 30.0% For Building Department Use Skylight Area as % gross roof area Max. Target: 5.08 Notes: 1: If vertical fenestration orskylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustment worksheet for this calculation. 2: Provide U-factor for the fenestration assembly, which is the combination of frame and glazing Building Component U-Factor/F-Factor for Alternative R-Value for Prescriptive Compliance Prescriptive Compliance Alternate Cl U-Factor Source Continuous R-Value (Appendix A, Chapter 3 Cavity Ins. Ins. (CI) (fable C402.2 Assembly table, or approved Provide page/plan # of assembly detail and ID. R-Value R-Value Footnote F) U-Factor calculation method) o ID: ID: ; u) o ID: CL 12 ID: i $ ID: ID: Solar Heat Gain Coefficient (SHGC) U-Factor for Prescriptive Compliance SHGC Projection Adjustment U-Factor Source factor (PF) Multiplier (if Assembly Assembly (NFRC, Appendix A, or (if applicable) applicable) SHGC U-Factor Chapter 3 table) ID: ID: c ID: Z ID: y ID:NEW & OR MODIFIED FENESTRATION ONLY 0.40 0.38 4 ' ID: 14 ID: w c m ID: N U. a ID:NEW ENTRY DOOR 0.40 0.60 3 c ID: ID: ID: ID: T ID: ID: ID: h ID: L o, Y T ~ ID: ID: rn Q ID: Note 7 - SHGC Adjustment Multiplier based on calculated Projection Factor. Refer to Equation C4-2 Projection Factor Calculation and Table C402.3.3.1 for corresponding SHGC Multiplier. Refrigerated Spaces, Walk-in & Warehouse Coolers Notes R-Values for Prescriptive Compliance Prescriptive U-Factor not allowed. Walls R-25 Ceiling R-25 Doors R-25 Freezers Wells Ceiling Doors Floor Building Permit Plans Checklist, •• 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Address Chevron I Date 6/5/2015 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes SCOPE NA C101.5.2 Low energy spaces Low energy spaces identified on plans NA C101.5.2.1 C402.1.4 Semi -heated spaces Semi -heated spaces identified on plans YES C402.5 Cooler and freezer Walk-in and refrigerated warehouse cooler and freezer spaces identified on C402.6 spaces plans SEE PLANS NA C101.4.6 IMixed occupancy I Spaces with different occupancy requirements identified on plans C101.4.4 Change of Existing F, S and U-occupancy building spaces undergoing a change of NA C101.4.5 occupancy/space occupancy or space conditioning that require compliance are identified on conditioning plans ENVELOPE PROVISIONS YES C303.1 Insulation identification Indicate identification mark shall be applied to all insulation materials SEE PLANS YES C303.1.3 Fenestration product Fenestration products shall be labeled with rated U-factor, SHGC, VT, and C402.4.3 rating leakage rating SEE PLANS Indicate installation methods, thicknesses, densities and clearances to YES C303.1.1 General insulation achieve the intended R-value of all insulation materials; Where two or more layers of rigid insulation will be used, indicate that edge C402.2 installation joints between layers are staggered SEE PLANS Indicate R-value(s) of cavity/continuous insulation on roof sections; Indicate framing materials on roof sections; Indicate method of framing for ceilings below vented attics and vaulted NA C402.2.1 Roof assembly ceilings per A102.2 (std, adv); insulation Provide area -weighted calculations for sloped insulation installed entirely above deck; Indicate R-values for thermal spacers and each insulation layer, and liner system (LS) method for metal building roofs NA C402.2.1 Skylight curb Indicate curb insulation R-value on roof section if not included in skylight insulation NFRC rating Indicate R-value(s) of cavity/continuous insulation on wall sections; Indicate framing materials on wall sections; method of framing for wood const per At 03.2 (std, int, adv); C402.2.3 YES C402.2.4 AboIndicate wall insulation below grade wall n Indicate mass of masonry walls; C303.2.1 Indicate loose -fill core insulation material, percentage of cores filled, and frequency of grouted cores and bond beams for masonry walls; Indicate method of protection of exposed exterior basement/crawlspace wall insulation SEE PLANS Walk-in/refrigerated Indicate insulation R-values of ceilings, walls, doors, floors on sections; YES C402.5 C402.6 warehouse cooler and freezer Indicate method of minimizing door infiltration; Indicate type(s) of transparent doors and windows insulation SEE PAS NA C402.2.7 Opaque doors Indicate rated U-factor (swinging) or R-value (roll-up/sliding) on wall sections - appiies to doors with less than 50% glazed area Floor over outdoor or Indicate R-value(s) of cavity/continuous insulation on floor sections; Indicate framing material on floor sections; NA C402.2.5 unconditioned space insulation Indicate mass of masonry floors Indicate R-value of continuous insulation on wall section or foundation detail; NA C402.2.6 Slab -on -grade floor Indicate insulation extends down vertically and/or horizontally the required C303.2.1 insulation distance from top of slab; Indicate method of protection of exposed exterior slab edge insulation Indicate R-value of continuous insulation on wall section or foundation detail; NA C402.2.6 Radiantly heated slab -on -grade floor indicate insulation extends down vertically from top of slab and then C303.2.1 insulation horizontally under the entire slab; Indicate method of protection of exposed exterior slab edge insulation Radiant heating Indicate insulation R-value behind radiant panels, U-bend/headers and NA C402.2.8 system insulation bottom surface of radiantly heated floors (other than radiantly heated slab -on - grade) Building Permit Plans Checklist, • • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Address Chevron Date 6/5/2015 Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes YES C402.3.1 Vertical fenestration Provide calculation for total vertical fenestration area as percentage of gross maximum area above grade wall area SEE PLANS NA C402.3.1.2 Skylight maximum Provide calculation for total skylight area as percentage of gross roof area area Indicate U-factors, SHGC and VT values in fenestration schedules; YES C402.3.3 C402.3.1.3 U-factors, SHGC and VT for all An area -weighted U-value may be used for all fenestration elements that fenestration qualify within the same fenestration category per Table C402.3; C303.1.3 assemblies Indicate if values are NFRC or default. If default then specify frame type, glazing layers, gap width, low-e coatings, gas -fill. SEE PLANS C402.3.1.1 Increased max. Provide calculations showing that percentage of overall conditioned floor area vertical fenestration in the daylight zone is equal to or greater than 50%; Indicate method of daylighting control in lighting equipment schedules; NA Chap. 2 area with daylighting Definition controls Indicate VT of vertical fenestration is at least 1.1 times the rated SHGC Increased m;;7 Indicate high performance U-factors and SHGC values in fenestration NA C402.3.1.2 vertical fenestration schedules; An area -weighted U-value may be used for all fenestration elements that area with high- performance glazing quality within the same fenestration category per this section NA C402.3.3 Permanent shading Provide projection factor calculations (Equation C4-2) and associated SHGC C402.3.3.1 devices multipliers for north and non -north orientations Provide calculations for percentage of conditioned floor area located within a skylight daylight zone; Provide calculations for percentage of skylight area to daylight zone under NA C402.3.2 Single story spaces skylights, OR; requiring skylights Provide calculations for percentage of overall skylight effective aperture (Equation C4-1); Indicate haze factor of skylight glazing material or diffuser AIR LEAKAGE C402.4.1.1 Air barrier Indicate location of continuous air barrier on plans and sections; YES C402.4.2 construction and Provide details for all joints, transitions in materials, penetrations in air barrier sealing and note method of sealing (caulked, gasketed, or other approved method) SEE PLANS Indicate locations of all stairway and shaft vents; Provide leakage rating of motorized dampers in mechanical equipment NA C402.4.5.1 Stairway and shaft vents schedules; Indicate method of emergency operation - activation of fire alarm or interruption of power Outdoor air intakes, Indicate locations of all outside air intakes, exhausts and relief outlets, YES C402.4.5.2 exhausts and relief including those integral to mechanical equipment; Provide in mechanical equipment schedules leakage rating of dampers, openings identify whether motorized or gravity, and note any exceptions taken SEE PLANS NA C402.4.8 Recessed lighting in Indicate IC rating of fixtures in lighting equipment schedules; Indicate method of sealing between light fixture housing and wall or ceiling building envelope NA C402.4.6 Loading dock seals Indicate weather seal at cargo and loading dock doors Indicate locations and dimensions of vestibules; NA C402.4.7 Vestibules For unconditioned vestibules, indicate which envelope assembly (interior or exterior) complies with the requirements for a conditioned space Indicate air barrier test method in accordance with ASTM E778 or approved equivalent; Include the following requirements in project documents: (1) air barrier test C402.4 - Air barrier building NA .1.2.3 test report shall be submitted to jurisdiction once test is completed; (2) if test results exceed 0.4 cfm/ft2 at 0.3 in. wg then visually inspect air barrier and seal noted sources of leakage; (3) submit a follow-up report to jurisdiction noting corrective measures taken If "no" Is selected for anv question. provide exnlanatlion- End of Building Permit Plans Checklist 0 uj m cq opi miIRE n s �_ O E1 �11 IF Iff v I—-------- Ln I I 1 I 1 Y J cr 4 45O � t ri 1 O U_elm >tki ■■■ Hm i`i CO d W. tIC uj O W © cc Cn -------------------- t �--------- U �^ o� w� P� ---------------- 1 1 I I i I 1 1 1 1 1 , W I 1 1 Z O 1 1 LL g o N ? is Q W� ~ 1 w � d � V 1 1 1 , I , i • I I t --------------------------- m i RECEIVE31) ZURN. Model 3 WILKINS Reduced Pressure Principle Assembly $.19_0. 2015 :fW1QAtI1 Application pUBL164RKS Ideal for use where Lead -Free' valves are required. Designed for installation on potable water lines to protect against both +� backsiphonage and backpressure of contaminated water ♦J ell: y into the potable water supply. Assembly shall provide protec- d C , LOW4-EAD tion where a potential health hazard exists. 10 Standards Compliance • ASSEO Listed 1013 • IAPMOO Listed • CSA® Certified B64.4 • AWWA compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California • UL® Classified (less shut-off valves only, 3/4"-2") • C-UL® Classed (less shut-off valves only, 3/4"-2") • Certified to NSF/ANSI 372* by IAPMO R&T • NSF® Listed -Standard 61, Annex G` (0.25% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Housing Fasteners Elastomers Internals Springs Ball Valves Struts Reinforced Nyl( Stainless Steel, Silicone (FDA A Buna Nitrile (FE Delrin, Nylon, N Stainless Steel, Cast Bronze, A Stainless Steel, UPC c \�X@ Certifle! to NSFlAN51 61-G 7uffixes can be combined) ❑ - with full port QT ball valves (standard) ❑ L - less ball valves, male pipe thread ❑ S - with Model SXL lead-free bronze "Y" type strainer ❑ FT - with integral male 450 flare SAE test fitting ❑ AG - with air gap ❑ SAG - with Model SXL lead-free bronze "Y" strainer and air gap ❑ BOF - with Blow out/Flush fitting ❑ B - with black fusion epoxy coated ball valves & struts for theft protection .D FOIl❑ PF - with Z-BiteTM push fit connections' (1/2" -1" only) PLLA14 PR - with Z-PressTM" press fit connections' oved) APPI OVED ,pproved) List) see EP 2 4 2015 a B 584 ) Series Features Sizes: 1/2", 3/4", 1 ", 1-1/4", 1-114 Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections Threaded FNPT of Tukwila NG DIVISII 180OF 350 PSI ANSI 61.20.1 as ship in box with valve and must be threaded into by hand on site. epair kits ME C E j t/ ` o hermalexpansiontank(Mdl.XT) CITY OF TUKWILA oft seated check valve (Mdl. 40XL2) hock arrester (Model 1250XL) T SET Quick Test Fitting Set SEP 4 2 2015 low out / Flush fitting (RK34-375BOF(1/2" or 3/4"), RK1-375EBERMIT CENTER or RK114-350-375BOF) MODELS 376XLSE (MODELOPTIONAL LEAD-FREE STRAINER �QIvu— �� — tE rJ- t� I IP' '� ._j .--- LTF Dimensions & Weights (do not include pkg.) DIMENSIONS (approximate) WEIGHT MODEL 375XL SIZE in. I mm A in. I mm LESS BALL VALVES in. I mm B in. mm C in. mm D in. mm E in. mm F in. mm G in. mm H in. mm J in. I mm LESS BALL VALVES lbs. kg WITH BALL VALVES lbs. I kg 1/2 20 8 7/8 1225 n/a I nla 11&16 49 1 318 35 215✓16 75 3 7/8 98 12 1/4 311 3 76 10 7/8 276 12 1/4 311 4.7 2.1 6.712.6 3/4 20 8 7/8 1225 7 1 /8 11811115M6 49 1 3/8 35 215/16 75 3 7/B 98 12 5l8 321 3 76 11 279 12 114 311 4.7 2.1 5.7 2.6 1 25 11 3116 284 8 7/8 225 21/4 57 1 13116 46 37/16 87 4 102 149/16 370 4 102 13 3/4 349 151/4 387 8.2 3.7 9.7 4.4 1-1/4 32 14 7/8 378 14 3/8 367 3 3/8 86 31/8 80 3 3/4 95 5 3/4 146 201/2 521 3 314 95 18 457 18 1/2 470 18.7 8.5 20.5 9.3 1-1/2 40 151/4 387 143/8 367 33/8 86 31/8 80 33/4 95 53/4 146 22 559 41/2 114 18314 476 201/4 514 18.3 8.0 21.5 9.8 2 50 16 406 14 3/8 367 3 318 86 3118 80 3 3/4 95 5 3/4 146 24 610 4 3/4 120.7 20 3M 527 20 3/4 527 19.4 8.8 23.5 10.7 Zum Industries, LLC Wilkins Rev. G 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 Date: 11114 In Canada I Zurn Industries Limited Document No. BF-375XL 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 Patent No. 6, 513, 543, 7,784,483, & 7,905,250 P www.aurn.00m IDIS 0 r el 37 page 1 of 2 Flow Characteristics 0.0 30 __ OJ _20 —_ ul US a10 It. 0 _ __— MODEL 375XL 112" - 1" (STANDARD & METRIC) FLOW RATES (11s) 1.3 2.5 3.8 O Rated Flow (established by approval agencies) 0 20 40 60 FLOW RATES (GPM) MODEL 375XL 1-114" - 2" (STANDARD & METRIC) 0.0 3.2 6.3 FLOW RATES (Vs) 9.5 12.6 N 20 to O pl tF 15 K N �a w`10 d 5 0 50 100 150 FLOW RATES (GPM) 200 5.0 207 _ rn O 69 y 0 80 15.8 138 N 103 w 69 0 v w W It. 34 250 Typical Installation Relief Valve Discharge Rates Local codes shall govern installation requirements. To be (Worst case condition - If 1st check or relief valve is lodged wide open) ,' Installed in accordance with the manufacturers Instructions 200 and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a a. minimum of 12" (305mm) and a maximum of 30" (762mm) N 150 above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that ¢ 100 no part of the unit can be submerged. W W 0. 50 W Z O IV 0 0 50 100 150 200 250 FLOW RATE (U.S. GPM) v MODEL 375XLSAG (SHOWN) m - _ PROTECTIVE ( (1 114" 2") 8118 ENCLOSURE (112" - 1") 5 1/2 v OPTIONAL LEAD-FREE STRAINER (1-1/4" - 2°) 3° PIPE OPTIONAL MODEL SXL AIR GAP 12" MIN. WATER METER 30" MAX. (1 /2" -1 ") 2" PIPE 12" MIN. (DRAIN LINE CAN 30" MAX. BE ANY STANDARD PIPING MATERIAL) FLOOR DIRECTION OF FLOW INLET SHUT OFF DRAIN FLOOR DRAIN DIRECTION OF FLOW INDOOR INSTALLATION OUTDOOR INSTALLATION Specifications The Reduced Pressure Principle Backflow Preventer shall be certified to NSF/ANSI 372, ASSE® Listed 1013, rated to 1800F, and supplied with full port ball valves. The main body shall be Nylon and the seat disc elastomers shall be silicone. If installed indoors, the installation shall be supplied with an air gap adapter. The Reduced Pressure Principle Backflow Preventer shall be a ZURN WILKINS Model 375XL. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zum Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph, 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 PEYTON-TOMITA & ASSOC., LLC 1370 BREA BLVD. #240 FULLERTON, CA 92835 (714)404-6370 CS12 Ver 2013.05.18 JOB TITLE Building Remodel JOB NO. PMDG201507 SHEET NO. CALCULATED BY DEP DATE 2/23/15 CHECKED BY DATE 4.J) F ' 1 JUN 18 2€ 4�0--2A J �a"._� RED MIDDLET&,t, MG.-- STRUCTURAL CALCULATIONS RB%V4E--D FOR QQDECQM F9.IANCE APPROVED SEP 2 4 2015 City of Tukwila StAbING DIVISION FOR Building Remodel 220 Strander Blvd., Tukwila, WA www.struware.com FILE EXP.1-22-17 RECEIVED CITY OF TUKWILA JUN 1 1 2015 PERMIT CENTER Page 1 of 23 ~�/2, yPEYTOWTOMITA & ASSOC., LLC JOB TITLE Building Remodel 1370 BREA BLVD. #240 FULLERTON, CA 92835 JOB NO. PMDG201507 SHEET NO. (714)404-6370 CALCULATED BY DEP DATE 2/23/15 CHECKED BY DATE Code Search Code: International Building Code 2012 Occupancy: Occupancy Group = B Business Risk Category & Importance Factors: Risk Category = II Wind factor = 1.00 Snow factor = 1.00 Seismic factor = 1.00 Type of Construction: Fire Rating: Roof = 0.0 hr Floor = 0.0 hr Building Geometry: Roof angle (0) Building length (L) Least width (B) Mean Roof Ht (h) Parapet ht above grd Minimum parapet ht 3.50 / 12 16.3 deg 73.0 ft 27.3 ft 15.8 ft 0.0 ft 0.0 ft Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Floor: Typical Floor 50 psf Partitions 15 psf Corridors above first floor 80 psf Lobbies & first floor corridors 100 psf Balconies (exterior) 50 psf www.struware.com Page 2 of 23 PEYTON-TOMITA & ASSOC., LLC 1370 BREA BLVD. #240 FULLERTON, CA 92835 (714)404-6370 Wind Loads: ASCE 7- 10 Ultimate Wind Speed 110 mph Nominal Wind Speed 85.2 mph Risk Category II Exposure Category B Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Directionality (Kd) 0.85 Kh case 1 0.701 Kh case 2 0.584 Type of roof Gable ToDooraDhic Factor (Kzt Topography Flat Hill Height (H) 80.0 ft Half Hill Length (Lh) 100.0 ft Actual H/Lh = 0.80 Use H/Lh = 0.50 Modified Lh = 160.0 ft From top of crest: x = 50.0 ft Bldg up/down wind? downwind H/Lh= 0.50 K, = 0.000 x/Lh = 0.31 K2 = 0.792 z/Lh = 0.10 K3 = 1.000 At Mean Roof Ht: Kzt = (1+KfK2K3)12 = 1.00 JOB TITLE Building Remodel JOB NO. PMDG201507 SHEET NO. CALCULATED BY DEP DATE 2/23/15 CHECKED BY DATE ZA ; 1 Speed-up V(z) x(upwind) 1 x(downwind) x° Lh H/2 21) RIDGE or 31) AXISYMMETR#CAL HILL Page 3 of 23 PEYTON-TOMITA & ASSOC., LLC JOB TITLE Building Remodel 1370 BREA BLVD. #240 FULLERTON, CA 92835 (714)404-6370 JOB No. PMDG201507 CALCULATED BY DEP CHECKED BY Wind Loads - MWFRS h:560' (Low-rise Buildings) Enclosed/partially enclosed onlv SHEET NO. DATE 2/23/15 DATE Kz = Kh (case 1) = 0.70 Edge Strip (a) = 3.0 ft Base pressure (qh) = 18.4 psf End Zone (2a) = 6.0 ft GCpi = +/-0.18 Zone 2 length = 13.6 ft Wind Pressure Coefficients CASE A CASE B 6 = 16.3 deg Surface GCpf w/-GCpi w/+GCpi GCpf w/-GCpi w/+GCpi 1 0.50 0.68 0.32 -0.45 -0.27 -0.63 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3 -0.45 -0.27 -0.63 -0.37 -0.19 -0.55 4 -0.40 -0.22 -0.58 -0.45 -0.27 -0.63 5 0.40 0.58 0.22 6 1 -0.29 -0.11 -0.47 1 E 0.75 0.93 0.57 -0.48 -0.30 -0.66 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.65 -0.47 -0.83 -0.53 -0.35 -0.71 4E -0.59 -0.41 -0.77 -0.48 -0.30 -0.66 5E 0.61 0.79 0.43 6E -0.43 -0.25 -0.61 Ultimate Wind Surface Pressures (psf) 1 12.5 5.9 -5.0 -11.6 2 -9.4 -16.0 -9.4 -1 6.0 3 -5.0 -11.7 -3.5 -10.1 4 -4.0 -1 0.6 -5.0 -11.6 5 10.7 4.1 6 1 -2.0 -8.7 1 E 17.2 10.6 -5.5 -12.2 2E -16.4 -23.1 -16.4 -23.1 3E -8.7 -15.3 -6.5 -13.1 4E -7.5 -14.2 -5.5 -12.2 5E 14.6 7.9 6E -4.6 -11.3 Parapet Windward parapet = 0.0 psf (GCpn = +1.5) Leeward parapet = 0.0 psf (GCpn = -1.0) Horizontal MWFRS SimDle DiaDhraom Pressures (Ds Transverse direction (normal to L) Interior Zone: Wall 16.5 psf Roof -4.4 psf End Zone: Wall 24.7 psf Roof -7.7 psf '* Longitudinal direction (parallel to L) Interior Zone: Wall 12.7 psf End Zone: Wall 19.2 psf ** NOTE: Total horiz force shall not be less than that determined by neglecting roof forces (except for MWFRS moment frames). The code requires the MWFRS be designed for a min ultimate force of 16 psf multiplied by the wall area plus an 8 psf force applied to the vertical projection of the roof. Windward roof overhangs = 12.9 psf (upward) add to windward roof pressure WINDWARD OVERHANG WINDWARD ROOF LEEWARD ROOF 111 J 1! 1 J J 1 VERTICAL 8 � . a a TRANSVERSE ELEVATION WINDWARD ROOF LEEWARD ROOF J J J J J J J J J J VERTICAL zLr2or ZONE 3 a z LONGITUDINAL ELEVATION Page 4 of 23 PEYTON-TOMITA & ASSOC., LLC JOB TITLE Building Remodel 1370 BREA BLVD. #240 FULLERTON, CA 92835 JOB No. PMDG201507 SHEET NO. (714)404-6370 CALCULATED BY DEP DATE 2/23/15 CHECKED BY DATE Location of MWFRS Wind Pressure Zones 4 3 ZONE 2: lessor of 0.5Bor2.5h r . a�If 2 is negative 3E • f. 2E CASE. A �r,-DDIRECTION NN71\0 I)MCTTO Rh. GE RANGE NOTE: Torsional loads are 25% of zones 1 - 6. See code for loading diagram. ASCE 7 -99 and ASCE 7-10 M later) 3 4 ZONE 2: lessor of f1 05 B or 2.5 1 r+y,. ? If 2 is nega& Transk ease Direction Longitudinal Direction NOTE: Torsional loads are 25% of zones 1 - 4. See code for loading diagram. ASCE 7 -02 and ASCE 7-05 CASE E Page 5 of 23 PEYTON-TOMITA & ASSOC., LLC 1370 BREA BLVD. #240 FULLERTON, CA 92835 (714)404-6370 Snow Loads : ASCE 7-10 Roof slope = 16.3 deg Horiz. eave to ridge dist (W) = 13.6 ft Roof length parallel to ridge (L) = 73.0 ft Type of Roof Hip and gable w/ rafters Ground Snow Load Pg = 25.0 psf Risk Category = II Importance Factor I = 1.0 Thermal Factor Ct = 1.00 Exposure Factor Ce = 1.0 Pf = 0.7*Ce*Ct*I*Pg = 17.5 psf Unobstructed Slippery Surface no Sloped -roof Factor Cs = 1.00 Balanced Snow Load Ps = 17.5 psf Rain on Snow Surcharge Angle 0.27 deg Code Maximum Rain Surcharge 5.0 psf Rain on Snow Surcharge = 0.0 psf Ps plus rain surcharge = 17.5 psf Minimum Snow Load Pm = 0.0 psf Uniform Roof Design Snow Load = 17.5 psf use 25.0 Unbalanced Snow Loads - for HiD & Gable roofs onl JOB TITLE Building Remodel JOB NO. PMDG201507 SHEET NO. CALCULATED BY DEP DATE 2/23/15 CHECKED BY DATE Nominal Snow Forces NOTE: Alternate spans of continuous beams and other areas shall be loaded with half the design roof snow load so as to produce the greatest possible effect - see code. Required if slope is between 7 on 12 = 30.26 deg and 2.38 deg = 2.38 deg Unbalanced snow loads must be applied Windward snow load = 0.0 psf Leeward snow load = 25.0 psf = I * Pg Windward Snow Drifts 1 - Against walls. parapets. etc more than 15' Ion Upwind fetch lu = 0.0 ft Projection height h = 0.0 ft Snow density g = 17.3 pcf Balanced snow height hb = 1.01 ft hd = 1.00 ft he = -1.01 ft hc/hb <0.2 = -1.0 Therefore, no drift Drift height (hc) = 0.00 ft Drift width w = -8.12 ft hc Surcharge load: pd = y*hd = 0.0 psf Balanced Snow load: = 17.5 psf - 17.5 psf Windward Snow Drifts'2 - Against walls, parapets, etc > 15' Upwind fetch lu = 0.0 ft Projection height h = 0.0 ft Snow density g = 17.3 pcf Balanced snow height hb = 1.01 ft hd = 1.00 ft he = -1.01 ft hc/hb <0.2 = -1.0 Therefore, no drift Drift height (hc) = 0.00 ft Drift width w = -8.12 ft Surcharge load: pd = y*hd = 0.0 psf Lu r� Y Page 6 of 23 1 � , PEYTON-TOMITA & ASSOC., LLC JOB TITLE Building Remodel 1370 BREA BLVD. #240 FULLERTON, CA 92835 JOB No. PMDG201507 SHEET NO. (714)404-6370 CALCULATED BY DEP DATE 2/23/15 CHECKED BY DATE Seismic Loads: IBC 2012 Strength Level Forces Risk Category: II Importance Factor (1) : 1.00 Site Class: D Ss (0.2 sec) = 145.50 %g S1 (1.0 sec) = 54.20 %g Fa = 1.000 Sms = 1.455 SDs = 0.970 Design Category = D Fv = 1.500 Sm1 = 0.813 Sol = 0.542 Design Category = D Seismic Design Category = D Number of Stories: 1 Structure Type: All other building systems Horizontal Struct Irregularities: No plan Irregularity Vertical Structural Irregularities: No vertical Irregularity Flexible Diaphragms: Yes Building System: error Seismic resisting system: Steel ordinary cantilever column system System Structural Height Limit: System not permitted for this seismic design category Actual Structural Height (hn) = 18.3 ft See ASCE7 Section 12.2.5 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS Response Modification Coefficient (R) = 1.25 Over -Strength Factor (.Qo) = 1.25 Deflection Amplification Factor (Cd) = 1.25 bDs = 0.970 SDI = 0.542 p = redundancy coefficient Seismic Load Effect (E) = p QE +/- 0.2SDS D = p QE +/- 0.194D QE = horizontal seismic force Special Seismic Load Effect (Em) = f20 QE +/- 0.2SDS D = 1.3 QE +/- 0.194D D = dead load PERMITTED ANALYTICAL PROCEDURES Simplified Analysis - Use Equivalent Lateral Force Analysis Equivalent Lateral -Force Analysis - Permitted Building period coef. (CT) = 0.020 Approx fundamental period (Ta) = CThr," = User calculated fundamental period m = Long Period Transition Period (TL) = ASCE7 map = Seismic response coef. (Cs) = SDSI/R = need not exceed Cs = Shc i /RT = but not less than Cs = 0.044Sdsl = USE Cs = Model & Seismic Response Analysis Cu = 1.40 0.177 sec x= 0.75 Tmax = CuTa = 0.248 0 sec Use T = 0.177 16 0.776 2.450 0.043 0.776 Design Base Shear V = 0.776W - Permitted (see code for procedure) ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift = 0.020hsx where hsx is the story height below level x Page 7 of 23 PEYTON-TOMITA & ASSOC., LLC 1370 BREA BLVD. #240 JOB TITLE Building Remodel FULLERTON, CA 92835 JOB NO. PMDG201507 SHEET NO. (714)404-6370 CALCULATED BY DEP DATE 2/23/15 CHECKED BY DATE Scope of Work: The existing building will be remodeled to eliminate the interior shear wall. The existing single front door will be removed and replaced by a double door, requiring a new jamb and header. A new pre-fab cooler bao will be added to the rear of the building. Existing posts will remain. Load to existing interior shear wall: Wind on wall profile 16 psf x 7.292 ft x 36.5 ft = 4258 lbs Wind on roof profile 8 psf x 3.917 ft x 36.5 ft = 1144 lbs 5402 lbs 3241 lbs ASD Seismic Roof W 15 psf x 33.25 ft x 36.5 ft = 18204 lbs Wall W 10 psf x 7.04 ft x 36.5 ft = 2570 lbs Wall W 10 psf x 7.04 ft x 36.5 ft = 2570 lbs 23345 lbs Ve= 0.776 W= 18116 lbs 692.3 plf P= 1.3 23550lbs 16485 lbs ASD Governs design Check Drift: A= 1.267 in. CD=f I• 1.25 CD*A/.7= - 2.26 in. Allowed 3.38 in. OK Beam to wind column connection: Beam axial= 16485 lbs ASD w/redundancy factor Beam shear-- 115 lbs ASD Use: (4)3/4" dia. A307's Use: Plate 3/8"x6"x7" welded to W14 column w/3/16" fillet all around Fh bolt-- 4121 lbs Fv bolt-- 29 lbs Fr-- 4121 lbs <= 5300 lbs Pn=Fy*Ag= 81.0 KIPS Pn/92= 48.5 KIPS Pn-Fu*Ae= 92.4 KIPS Pn/Q= 46.2 KIPS CONTROLS Page 8 of 23 y Footing Sets Footing 1 Z X 3 N < 774 PEYTON-TOMITA & ASS... SK - 1 DEP DRAG AND COLUMN Feb 24, 2015 at 2:10 PM PMDG201507 DRAG AND COLUMN.r3d Paae 9 of 23 lr~ Company PEYTON-TOMITA &ASSOCIATES Feb 24, 2015 C� f�,�I;! �° Designer DEP L Pam; RE ZoZ 4 Job Number PMDG201507 Checked By. T e c x N o 1. o c l E s Model Name DRAG AND COLUMN Hot Rolled Steel Properties 1 ohal P f ecil r: necil Nn Tharm All: r)ancitvrklft YiaWrkcil Rv F1IN,Gil Pt 1 A36 Gr.36 29000 ( 11154 .3 ( .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 ! 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 ! 11154 .3 .65 .49 50 1.1 65 1.1 _ 4 5 A500 Gr.42 A500 Gr.46 29000 11154 29000 ':. 11154 .3 _65 ...............__..-_._._... .3 .65 A9 42 ._-----....__.... _ .49 I 46 1.4 ._..___ .__....._ 1 1.4 58 . - _ _.._.__._........_ 58 1.3 _ 1.3 6 A53 GR. B 29000 11154 .3 I .65 .49 35 1.5 58 1.2 Joint Coordinates and Temperatures I nhP1 x fftl Y Iftl 7 fftl Temn rR detach From 1 N1 0 14.083 0 I 0 2 N2 13.083333 14.083 0 0 3 N3 26.166667 14.083 0 0 4 N4 26.166667 0 0 i 0 Joint Boundary Conditions .Inint I nhol x fkhnl Y Ik/inl 7 Winl x Rnt fk-ft/rarfl Y Rnf 1k-ftlrnefl 7 Rnt rk-ft/rant Pr tinn 1 N4 Reaction Reaction Reaction Reaction Reaction Reaction ' Footing 1 2 N1 Story 1 Reaction. Reaction ; I 3 N2 Reaction Reaction I Member Primary Data Label I Joint J Joint K Joint Rotate(... Section/Sh... TVoe Desian List Material Desian Rules 1 1 M1 I N1 I N3 I I jC12x20.71Bearn1Channel I A36 Gr.36 I Typical 2 M2 I N4 I N3 I I I W14x68 lColumnj Wide Flanae I A992 1 R2 Member Advanced Data Label I Release J Release I Offsetfinj J Offset in T/C Only Ph sisal TOM Inactive Seismic Design Rules 1 I M1 I I BenPIN I I I I Yes I I IMF IMF Hot Rolled Steel Design Parameters Label Shaoe Le nothrftl Lbvvrffl Lbzzrffl Lcomn toofftl Lcomo botfftl L-torou.._ Kvv K7z Cb Function 1 1 1 M1 1 C12x20.7 126.167 1 Segment I Segment I Segment I Segment I I I I I Lateral I 1 2 1 M2 W14x68 114.083 1 1 1 Lbvv I I 1 1 2.1 1 1 Lateral I Joint Loads and Enforced Displacements Joint Label L D,M Direction Ma nitude (k.k-ft) in,rad), (k"sA... No Data to Print ... RISA-3D Version 12.0.2 [C:\CAD FILES\PMDGI NC\PM DG201507\DRAG AND COWMN.r3d) Page 1 Page 10 of 23 r, Company PEYTOWTOMITA & ASSOCIATES Feb 24, 2015 Designer DEP ., Job Number PMDG201507 Checked By. T I C H N O l O G I E S Model Name DRAG AND COLUMN Member Distributed Loads (BLC 2 : E) Member Label Direction Start Magnitude fk/ft.Fl End Ma nitude k/ft F Start Location ft ..End Location ft ... 1 M 1 I X 1 .692 .692 1 0 1 0 Basic Load Cases BLC Descriotion Cateaory X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface(... Load Combinations nasrrintinn Sn P R RI C Fnr RI C Far RI r Fnc RI (. Fx RI r. F.r RI r` F.r 1 D 1'es Y DL 1 Imo_ I 2 - IBC 16-12 (� �a�JY Y DL 1 sds*DL .14 EL .7 ....__._ _;_._.._ .._._...__ 3 IBC 16-12 bb) (os-a) es Y I DL 1 Sds*DLI.14 Om*EL 7 4 IBC 16-15 os-a Yes Y IDL .6 sas-DL -.14 Om*EL .7 5 IBC 16-12 b IYes Y I IDL 1 Sds*DLI .14 Rho*EL .7 I i 6 IBC 16-16 Yesi Y DL .6 sds*DL _.14 Rho*EL 1 .7 1I 7 1AD I I Y 1 IDL 1 Ali 8 IBC 16-5 Y I DL 1.2 Sds*DL .2 Rho*EL 1 9 IBC 16-7 Y I DL .9 Sds*DL' -.2 Rho*EL 1 _ I 10 IBC 16-5 Y DL 1.2 sds*DL ,2 Om*EL 1 11 IBC 16-7 Y 1 DL .9 Sds*DLI -.2 Om*EL 1 l Load Combination Design nPsrdntinn Mr, IF Cn ARIF ServireHnt RnlladCnld Fnr Wnnri r.nnrfP.}a Maennry Fnntinnc Aluminumrnnnarti 1 D Yes Yes Yes I Yes Yes Yes Yes Yes Yes 2 IBC 16-12 b a 1.6 1.333 Yes Yes Yes I Yes Yes Yes ! Yes Yes Yes 3 IBC 16-12 (b) (os-a) 1.2 1.6 1.333 Yes Yes Yes Yes Yes Yes i Yes Yes Yes 4 IBC 16-15 os-a 1.2 ( 1.6 1.333 Yes I Yes Yes Yes Yes Yes % Yes Yes Yes 5 IBC 16-12 b 1.6 Yes T Yes Yes Yes Yes I Yes Yes Yes Yes ! 6 IBC 16-16 1.6 Yes Yes I Yes I Yes Yes Yes i Yes Yes Yes 7 1.4D 1.6 Yes 1 Yes Yes i Yes I Yes Yes Yes 8 IBC 16-5 Yes Yes Yes I Yes Yes 9 IBC 16-7 Yes Yes I Yes Yes Yes ! 10 IBC 16-5 Yes Yes--' Yes Yes _Yes 11 IBC 16-7 Yes Ye I Yes 1 Yes Yes I Envelope Joint Reactions .Ininr Y 6rl I (' v rill I r. 7 nrl I r` MY rte-f+l I r` KAY r4_pl I r` hA7 M 441 I r` 1 N4 ImaxI 0 1 1 1.204 1 5 0 1 1 0 1 0 1 1 232.299 5 _ 2 min I-16.485 6 .492 , 6 0 1 0. 1 0 1 —_0 _ 1 3 N1 Imaxi 0 1 .115 1 2 0 1 1 0 1 0 1 0 1 4 1 min 1 0 1 .047 1 6 0 1 j 0 1 0 1 0 1 5 N2 max 1 0 1 .384 1 2 0 1 1 0 1 0 1 0 1 6 7 Totals: min; „0 max 0 1 1 .157 6 1.703 1 5 0 0 1 :: 0 1 1 0 1 0 1 8 min I-16.485 6 .696 ' 6 0 1! RISA-3D Version 12.0.2 [C:\CAD F ILES\PMDGI NC\PM DG201507\D RAG AND COLUMN.r3d] Page 2 Page 11 of 23 Company PEYTON TOMITA & ASSOCIATES Feb 24, 2015 ►�'p'> j Designer PEP Job Number PMDG201507 Checked By.__ T E C H N O L O G I E S Model Name DRAG AND COLUMN Envelope Joint Reactions - Overstrength .Joint X rkl LC Y rkl LC 7 rkl LC MX fk-fti LC MY rk-ftl LC M7 fk-ftl I 1 N4 max -15.851 3 1.204 3 0 3 0 3 0 3 223.365 3 2 min -15.851 3 .492 4+ 0 3 0 3 0 3 i 223.283 4 3 N1 max 0 3 .115 3 0 3 0 3 0 3 0 3 4 5 N2 min max 0 0 L3 3 .047 ! 4 .384 3 '. 0 0 3 3 0 0 3 3 0 3_ 0 0 3 0 3 3 6 min 0 3 .157 4 0 3 0 3 0 3 0 3 7 Totals: max -15.851 3 1.703 1 3 0 3 8 min -15.851 3 1 .696 ! 4 0 3 Envelope Drift Report Envelope Member Section Forces Momhor Aor Avinllkl 1 C v Ahonrrkl I C 7 Aho2rfk1 I r. Tnrrviork-ftl I C v-v Mn I C - Mnmon I 1 M1 1 max 0 1 .115 2 0 1 0 1 0 1 0 1 2 I min 0 1 1 .047 6 0 1 0 1 0 1 0 1 3 2 max 4.121 5 -.016 4 0 1 0 1 0 1 1 -.103 6 4 min 0 1 -.038 5 0 ! 1 0 1 0 1! -.251 2 5 3 max 8.242 5 .192 5 0 1 0 1 0 1 j .504 5 6 min 0 1 .079 4 0 1 0 1 0 1 .206 i 4 7 1 4 imax 12.364 5 .038 5 0 1 0 1 0 1 i -.103 6 8 min 0 1 1 .016 4 0 1 0 1 0 1 -.251 2 9 5 max 16.485 5 -.047 6 0 1 1 0 1 1 0 1 0 1 10 i min 0 1 -.115 2 0 ' 1 0 1 0 1 0 1 11 M2 1 max 1.204 5 16.495 5 0 1 0 1 0 1 232.299 5 12 I min .492 4 0 1 0 1 0 1 0 1 0 1 13 1 2 Imax .932 5 16.495 5 0 1 0 1 0 1 1174.224 5 14 ! min .381 4 0 1 0 1 0 1 0 1 0 1 15 1 3 max .66 5 16.495 1 5 0 1 0 1 1 0 1 116.15 5 16 ; min .27 4 0 1 0 1 0 1 0 1 0 1 17 4 max .387 5 16.495 5 0 1 0 1 0 1 58.075 5 18 min .158 4 0 1 0 1 0 1 0 1 0 1 1 19 5 max .115 5 16.495 5 0 1 0 1 0 1 0 1 1 1 20 I min .047 4 0 1 0 1 0 1 0 1! 0 1 Envelope A/SC 14th(360-90): ASD Steel Code Checks Member Shaoe Code Check Locrftl LC Shear...Locrftl Dir LC Pnc/om-.-Pnt/om rklMnvv/o__ Mn77/o _ Ch Fan 1 M1 C12x20.7 .700 6.167 5 1 .004 113.08,34 y 15 23.538 131.066! 4.949 145.98812 ... [H1-1a 2 M2 W14x68 .811 0 1 5 1 .142 1 0 V 5 24.017598.802i 92.066 286.926:1... H1-1 b'. RISA-3D Version 12.0.2 [C:\CAD FILES\PMDGINC.\PMDG201507\DRAG AND COLUMN.r3d] Page 3 Page 12 of 23 D 1 ic 14 ft Details TX B V? C #5@14 in rn Ln r4 Footing Elevation z #5@10in D 1c 14 ft x Dir. Steel: 3.68 in 2 (min)(12 #5) z Dir. Steel: 4.91 in 2 (min)(16 #5) Bottom Rebar Plan RISAFoot Version 4.01 [C:\ ... ... \DRAG AND COLUMN.r3d] Page 1 Page 13 of 23 Company PEYTON-TOMITA 8+ ASSOCIATES February 24, 2015 Designer DEP Job Number: PMDG201507 Footing 1 - N4 Checked By: )14 in ►17 in D 1 Ic 14 ft x Dir. Steel: 3.68 in (min)(12 #5) z Dir. Steel: 3.07 in (min)(10 #5) Top Rebar Plan Geometry, Materials and Criteria Length :14 ft eX : 0 in Net Allowable Bearing :1.5 ksf (net) Steel fy : 60 ksi Width :14 ft eZ : 0 in Concrete Weight :.145 k/ft"3 Minimum Steel :.0018 Thickness :24 in pX :22 in Concrete fc :2.5 ksi Maximum Steel :.0075 Height :0 in pZ : 22 in Design Code : ACI 318-08 Rot. Angle :0 Footing Top Bar Cover : 3.5 in Overturning / Sliding SF :1 Phi for Flexure : 0.9 Footing Bottom Bar Cover :3.5 in Coefficient of Friction : 0.3 Phi for Shear : 0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil : 0 k Phi for Bearing : 0.65 Loads P (k) Vx (k) Vz (k) Mx (k-ft) Mz (k-ft) Overburden DL 1.06 1 1 1 1 .11 EL -18.115 265.116 +P +Vx A D +Vz D C S+Mx D C •Q+Mz 111 A D +Over dd 1111 Soil Bearing Description Cateqories and Factors Gross Allow.(ksf) Max Bearinq (ksf) Max/Allowable Ratio D 1 DL 1.9 .405 A .213 IBC 16-12 b (.. 1 DL+.7EL 2.533 .854 (13) .337 IBC 16-12 b (.. 1 DL 2.533 .999 (B) .394 IBC 16-15 os-a. .6DL 2.533 1.384 B .646 IBC 16-12 b 1131- 1.9 1.034 B .544 IBC 16-16 .6131- 1.9 1.593 13 .838 RISAFoot Version 4.01 [C:\... \...\... \DRAG AND COLUMN.r3d] Page 2 Page 14 of 23 Company PEYTON-TOMITA & ASSOCIATES Designer DEP Job Number: PMDG201507 Footing 1 - N4 February 24, 2015 Checked By: A B A B A B A B A B D C D C D C D C D C 1 DL 1 DL+.7EL 1 DL .6DL 1 DL QA: .405 ksf QA: 0 ksf QA: 0 ksf QA: 0 ksf QA: 0 ksf QB: .405 ksf QB: .854 ksf QB: .999 ksf QB: 1.384 ksf QB: 1.034 ksf QC: .405 ksf QC: .854 ksf QC: .999 ksf QC: 1.384 ksf QC: 1.034 ksf QD: .405 ksf QD: 0 ksf QD: 0 ksf QD: 0 ksf QD: 0 ksf NAZ:-1 in NAZ:159.719 in NAZ:136.649 in NAZ:58.879 in NAZ:132.035 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 in A B ❑ D C .6DL QA: 0 ksf QB: 1.593 ksf QC: 1.593 ksf QD: 0 ksf NAZ:51.154 in NAX:-1 in Footing Flexure Desian (Bottom Bars As -min x-dir (Top Flexure): 11.13 inA2 As -min x-dir (T & S) : 7.258 inA2 As -min z-dir (Top Flexure): 11.13 inA2 As -min z-dir (T & S) : 7.258 inA2 As -min x-dir (Bot Flexure): 11.13 inA2 As -min z-dir (Bot Flexure): 11.13 inA2 z-Dir As z-Dir As x-Dir As x-Dir As Mu-xx Mu-xx Required Provided Mu-zz Mu-zz Required Provided Description Categories and Factors UC Max (k-ft) (in^2) (in^2) UC Max (k-ft) (in^2) (in^2) 1.4D 1.4DL .00456 1.96 .022 4.909 .00605 1.96 .022 3.682 IBC 16-5 1.2DL .41302 177.56 2.002 4.909 .00602 1.95 .022 3.682 IBC 16-7 .9DL .51221 220.21 2.488 4.909 .00305 .99 .011 3.682 IBC 16-5 1.2DL .38859 167.06 1.883 4.909 .00602 1.95 .022 3.682 IBC 16-7 .9DL .47832 205.64 2.322 4.909 .00305 .99 .011 3.682 Footing Flexure Design (Top Bars) Description Categories and Factors Mu-xx (k-ft) z Dir As (in2) Mu-zz (k-ft) x Dir As (in2 ) SW+OB 1SW+10B- IBC 16-7,I13C 16-7 103.619 1.164 9.373 .105 Moment Capacity of Plain Concrete Section Along xx and zz= Ok-ft,Ok-ft Per Chapter 22 of ACI 318. RISAFoot Version 4.01 [C:\... \...\... \DRAG AND COLUMN.r3d] Page 3 Page 15 of 23 Company PEYTON-TOMITA & ASSOCIATES February 24, 2015 Designer DEP Job Number: PMDG201507 Footing 1 - N4 Checked By: Footing Shear Check Two Way (Punching) Vc: 665.813 k One Way (x Dir. Cut) Vc 333.9 k One Way (z Dir. Cut) Vc: 333.9 k Punching x Dir. Cut z Dir. Cut Descriotion Categories and Factors Vu(k) Vu/oVc Vu(k) Vu/oVc Vu(k) Vu/OVc 1.413 1.413L 1.392 .003 .469 .002 .469 .002 IBC 16-5 1.213L 3.102 .006 40.587 .162 .467 .002 IBC 16-7 .9DL 5.132 .01 47.873 .191 .237 0 IBC 16-5 1.2DL 2.665 .005 38.251 .153 .467 .002 IBC 16-7 .9DL 5.035 .01 45.546 .182 .237 0 Overturning Check (Service) Description Cateaories and Factors Mo-xx (k-ft) Ms-xx (k-ft) Mo-zz (k-ft) Ms-zz (k-ft) OSF-xx OSF-zz D 1 DL 0 556.219 0 556.219 NA NA IBC 16-12 b .. 1DL+.7EL 203.943 556.219 0 556.219 2.727 NA IBC 16-12 b .. 1DL 0 556.219 0 556.219 NA NA IBC 16-15 os-a. .6DL 0 333.732 0 333.732 NA NA IBC 16-12 b 1 DL 0 556.219 0 556.219 NA NA IBC 16-16 .6DL 0 333.732 0 333.732 NA NA Mo-xx: Governing Overturning Moment about AD or BC Ms-xx: Governing Stablizing Moment about AD or BC OSF-xx: Ratio of Ms-xx to Mo-xx RISAFoot Version 4.01 [C:\... \...\... \DRAG AND COLUMN.r3d] Page 4 Page 16 of 23 BASE CONNECTION LOAD CASE 0.46D+1.3*.7E LOADS: Py= 0.492 K Vx= 16.485 K Mz= 232.214 FT-K DATA: COL. W= BASE PL. T= A.R. SPCNG= d1= d2= Mz/d 1 /2= Mx/d2/2= P/4= TBOLT= ALLOWABLE INCREASE= USE: Ta= M PL.= Beff= Mn/1.67= 14 IN. 2 IN. 18 IN. 18.00 IN. 18.00 IN. 77.40 K 0.00 K -0.12 K 77.28 K . 1 (ASCE 7-05 12.4.3.3) 1.5 IN. DIA. F1554 GR. 82.80 K 154.56 I N-K 9 IN. 194.01 IN-K MEMBER W14X68 WWELD= 39.17 IN. SzWELD= 260 IN.2 105 ANCHOR ROD OK OK fay= -0.013 KLI fbz= 10.702 KLI fR(SRSS)= 10.689 KLI D REQ'D= 11.518 /16THS USE CJP WELD A FLGS.. 5/16" FILLETS Cad WEB CAP= 21.557 KLI OK Page 17 of 23 I ) s ANCHOR ROD DESIGN DIA. 1.5 IN. hef 32 IN. SPCNG. 18 IN. GRADE 105 KSI fc 2500 PSI n 2 ANCHORS IN TENSION Nsa = Ase*futa Ase = 1.41 futa = 125 Nsa = 176.25 KIPS PER ANCHOR Nsa= 132.19 K Ncbg = Anc/Anco*Xec*Xed*Xc*Xcp*Nb Anc = 10944 SQ.IN. Anco = 9216 SQ.IN. Xec = 1 NO ECCENTRICITY Xed = 1 FOR EDGE DIST. > 1.5hef Xc = 1.25 FOR CAST IN ANCHORS Xcp = 1 FOR CAST IN ANCHORS Nb = 16*fc^0.5*hef"(5/3)/1000 FOR CAST IN ANCHORS WITH 11 < hef < 25 Nb = 258.03 KIPS Ncbg = 383.02 KIPS Ncbg = 191.51 KIPS PER ANCHOR Npn = Xcp*Np Xcp = 1.4 Np = 8*Abrg*fc/1000 Abrg = 16 Np = 320 Npn = 448.00 KIPS PER ANCHOR Nn = 191.51 KIPS PER ANCHOR 0.75A2*Nn = 107.72 KIPS PER ANCHOR Tu= 106.14 KIPS PER ANCHOR Page 18 of 23 MAXIMUM COLUMN AXIAL LOAD DOWNWARDS= 1204 LBS MAXIMUM COLUMN BASE MOMENT= 232299 FT-LBS ALLOWABLE INCREASE= 1 PER ASCE 7-10 12.4.3.3 POLE FOOTING (CONSTRAINED IBC EQ. 18-3 d2=4.25(M/S3*b) b= 3 FT. DIA. OR SQ. S3= 200 PSF/FT x d (100 PSF/FT*2 PER 1806.3.4) d= 11.81 FT. IF ROUND, USE 12 FT 10.52 FT. IF SQUARE, USE 11 FT BEARING PRESSURE= 170 PSF IF ROUND ALLOWABLE= 1500 PSF OK BEARING PRESSURE= 134 PSF IF SQUARE ALLOWABLE= 1500 PSF OK CONSTRAINT FORCE= 48162 LBS MAX. AREA OF SLAB= 0 SQ.FT. WT. OF SLAB=N= 0 LBS F=0.3N= 0 LBS NG. USE NONCONSTRAINED ROUND POLE FOOTING (NONCONSTRAINEDI: IBC EQ. 18-1 P= 16485 LBS A= 10.2976 b= 3.00 FT d= 18.74 S1xd/3= 1248.67 PSF h= 14.09 FT d(assumed)= 18.73 FT USE: 19'-0" DEEP BEARING PRESSURE= 170 PSF ALLOWABLE= 1500 PSF OK Page 19 of 23 f I 1 Column: M3 Shape: CRND36 Material: Conc3000NW Length: 19 ft I Joint: N6 J Joint: N4 Code Check: 0.899 (bending) Report Based On 97 Sections 28.746 at 0 ft A k T Concrete Stress Block: Cracked Sections Used: Cracked 'I' Factor: Effective 'I': Biaxial Bending Solution Parme Beta Factor: 23.566 at 12.865 ft Vy k -37.982 at 0 ft Rectangular Yes .70 57713.57 in"4 PCA Load Contour 0.65 481.102 at 12.667 ft >a k-ft Mz k-ft Vz k My k-ft Column Design does not consider anv Torsional Mom ACI 318-11 Code Check Bending Check Gov LC 8 Location Gov Pu 0 k Gov Muy phi*Pn Gov Muz Phi eff. .9 phi*Mny phi*Mnz Tension Bar Fy 60 ksi Concrete Weight Shear Bar Fy 60 ksi F'c 3 ksi E_Concrete Flex. Rebar Set ASTM A615 Shear Rebar Set Column Interaction Diagram 0.899 Shear Check 0.311 (y) 12.667 ft Location 12.667 ft 0 k-ft Gov Vuy 37.982 k 481.102 k-ft Gov Vuz 0 k phi*Vny 122.1 k 535.174 k-ft phi*Vnz 122.1 k .145 k/ft"3 Bar Cover 3 in 1 Sway yy No 3156 ksi Sway zz No ASTM A615 Thres. Torsion 31.434k-ft(LC:1) RISA-31D Version 12.0.2 [C:\... \PMDGINC\PMDG201507\DRAG AND COLUMN AND PIER.r3d] Page 1 Page 20 of 23 Span Information Span Span Length (ft) I -Face Dist. (in) J-Face Dist. (in) 1 0 -12.7 0 0 2 12.7 -19 0 0 Column Steel Span Main Bars UC Max Gov LC Loc (ft) Pu (k) Muy (k-ft) Muz (k-ft) 1 20 #6 0.899 8 12.667 ft 0 0 481.102 2 20 #6 0.899 8 12.667 ft 0 0 481.102 Axial Span Results Span Phi_eff Pn (k) Po (k) Rho Gross As Prvd (in ^2) 1 .9 3103.197 .0087 8.836 2 .9 3103.197 .0087 8.836 Bending Span Results Span ecc. y (ft) ecc. z (ft) NA y-y (ft) NA z-z (ft) Mny (k-ft) Mnz (k-ft) Mnoy (k-ft) Mnoz (k-ft) 1 0 0 .623 594.638 2 0 0 .623 594.638 Shear Steel Span Region (ft) Bars Provided 1 0-12.7 13#3@12in 2 12.7-19 7#3@12in y-Dir Shear Span Results Span Region (ft) Vny (k) Vcy (k) Vsy (k) Asy Reqd (in 2) As Prvd (in 2) 1 0 - 12.7 162.8 127.181 35.619 0 .018 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 2 12.7 - 19 162.8 127.181 35.619 0 .018 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 RISA-3D Version 12.0.2 [C:\... \PMDGINC\PMDG201507\DRAG AND COLUMN AND PIER.r3d] Page 2 Page 21 of 23 z-Dir Shear Span Results Span Region (ft)- Vnz (k) Vcz (k) Vsz (k) Asz Reqd (in A2) As Prvd (in A2) 1 0 -12.7 162.8 127.181 35.619 0 .018 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 2 12.7 -19 162.8 127.181 36.619 0 .018 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 Rebar Detailing Region(ft) Shear Steel Span 19 2 7 #3 @12in 12.7 - Region(ft) Shear Steel Span 12.7 - 1 13 #3 @12in 0- Flexural Layout 36 Flexural Layout 36 • • • e • • e • o� 20 #6 Equally spaced 20 #6 Equally spaced RISA-3D Version 12.0.2 [C:\... \PMDGINC\PMDG201507\DRAG AND COLUMN AND PIER.r3d] Page 3 Page 22 of 23 ,. r ANCHOR ROD EMBEDMENT: PER AISC'S BASE PLATE AND ANCHOR ROD DESIGN GUIDE, PAGE 23, WE WILL DEVELOP THE RODS BY LAPPING THEM WITH THE VERTICAL REINFORCEMENT. FOR #6 BARS AND SMALLER Ld=(60000/25/fc^.5)db FOR LARGER BARS USE Ld=(60000/20/fc^.5)db ANCHOR ROD SPACING= 18 IN. FOOTING WIDTH= 36 IN. DISTANCE FROM A.R. TO VERT. REINF.= FAILURE PLANE AT VERT. REINF.= DEVELOPMENT LENGTH OF REINF.= COVER AT TOP OF FOOTING = TOTAL LENGTH OF ANCHOR ROD= 5.31 3.54 IN. ABOVE BOLT HEAD 36.00 IN. 2 IN. 41.54 IN. USE:42" Page 23 of 23 APPLICANTA ►'iardwashing sink must be maintained so that it is accessible at all times for w ��� employee use "'anj may not be used for (!I'' purposes other than handwashing Food equipment that is certified for sanitation by an American National Standards Institute (ANSI) - accredited certification program will comply with the food code equipment & utensil material. construction and design requirements. !FOOD, FOOD PREPARATION AND FOOD & SERVICE EQUIPMENT STORAGE AREAS ARE PROHIBITED UNDER SEWER LINES THAT ARE NOT SHIELDED TO INTERCEPT POTENTIAL DRIPS.'GTHER UTILITIES MAY NOT BE UNNECESSARILY EXPOSED RESTROOM d KITCHEN)AND WASH SINKS SHALL BE EQUIPPED TO PROME'1 rATER AT A TEMPERATURE OF AT LEAST 100 DEGI MES FAHRENHEIT THROUGH A MIXING VALVE OR COAIBINA TION FAUCET. SELF CLOSING OR METERIN0,FAUCETS SHALL PROVIDE A FLOW Of WATER FOR AT LEAST f5 SECONDS. HOT WATER GENERATION AND DISTRIBUTION SYSTEMS SHALL BE SUFFICIENT TO; MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF I EMPLOYEES' CLOTHING AND OTHER POSSESSIONS. Light bulbs/tubes must be shielded, coated, or otherwise shatter -resistant in areas where there is exposed food, clean equipment, utensils, linens or unwrapped single service/single use aiticies. }pioyee; must have a valid food ,Nori•er 'rd within 14 days of hire. Please call 20b- 263-9566 for more information or go to http://www.kingcounty.gov/healthservices i ,/health/ehs/foodsafety/FoodWorker aspx. L.... _ - mx. ,wm•v. ,m •wi v,u_- r r rn ,K . .. •} s. )e+ arar,�Rw w In/IMY, uwL •Y,L i:.r a/•' rm u[ •/ M61 !w — a [w e+.-..m ,s wR .• v. m ru — wrt mars. m.r-<-o L r- _�. — q )aFa.-tsn M' ,w YeR) uC Yn rA' rir Wc+r•[a C,r/ Wrtci+ }C an srwG _ a grit lAA,eY. •w/,rwn vhla va a rN•r. tM:l r> M<UI wa .___—__ w.Y. ua,n rxa� wsr-,I¢T'Narin arl• r Y I .ou,m wm,.s at rcrN• . • ,L s.<, +n p�,. „ m vir" - naa ,ulc ,anr. ,cv, •.i4". _ _ __ _ w sn rt Ou}rCC M4 haw, r•.4`RIP._ ____ __ ' ,. re,la � . a• mo a,[ va.-)la=iw newt eu....+.� � a.)oll x••. Y m n . )/rx. m la �„v "<i •.nlw q ,a,wn () lOr m,mu w woes• r -ass Or --iYI wcp al.axr. '[lrw.nor mY,..cul Ise eo,w.cru mn[,c,a r , nY aarw.cv rt_. crw)cral cYr.,c,a r_ - m.c•rt raT rsn na-•.._vu .. ___—_ NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL II ��Zr112c17 T- % r f ---� GRAP14CSSCHED(1.E O -- ). .fill E.aLL cmll ! ,AID dM[i (mua YJI) L • wsN.n ra ,.c me rom zrla[[ 6ar,<Iwol.- nraw- .O4 efl O[ 6C..0, Ca'Ca ,lL YA[L <IaN1.Se „aIUAL rW a001aN/ R'MLO F)OW,OL m.•u�m¢ s [�,rKl , w group — ,�.—A...,.> . a� ,ow _ rn.l�fl,la//Y ,Yc s.6va �_ �)'a tY •R'.)rll ))Oil jula FIE-1 09 z C co cABNET AND F1xnAES COLORS/ MATERALS 0 DECALS ttws a >Aars a.w<o ro wsrY.}• e} m.vu. mrmcn., u.e �w r o„rc • )DODO wfl I.,.w ,Yt000L wo. ma.n.n u OO61PN• }]) •QCCZNCY CYt. NAOY rCl e01M/W, M dwMQ• 2)! rM[ M1IC,gamG (CQlf;1K) � ,Oa wL WCCa C,wgi 0)V r.,m.l pYl, /p IIOORC LT V\ r } \ , 11 1 - Ra..ICO [, CDR....— •Ir... N SE RR . �H V D EQUIPMENT PLAN -- edc r••. rr OO WAREWASHING/DISHWASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. FOOD, FOOD PREPARATION AND FOOD 8 SERVICE EQUIPMENT STORAGE AREAS ARE PROHIBITED UNDER SEWER LINES THAT ARE NOT SHIELDED TO INTERCEPT POTENTIAL DRIPS. OTHER UTILITIES MAY NOT BE UNNECESSARILY EXPOSED FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE. RAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL HOLDING... BEFCRE CLEANING AND AFTER SANITIZING. BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW W (DOWN FROM 45 DEGREES) 4> 0�4 d W twwrm ,wnq mrmaTM.}q M®�aru.mw wraY n y.M wa r•w,a �m. w,p,oi. M•Va [.mml wrC m rK W ...,r, .marweu.umr•wwrw•,oY.m.m+ SCR14001.0 rr, pmtl l.• w R IY.nL d A. s„rq rOr rOM[a C,mIYY: CyRI rOr• w ,wt Clan N�CIMRIp uu ar.)•.. y .al EQUIPMENT PLAN AND C[,rtll 0,04< tar 4� Yi • uqY osnrn C Cam, tart SCHEDULE w r a.s,n,rm . sMn[ ).la )at owr..In tux T!W w R RRan<.m IM Q ,I.,R „NrpR Y01 PLUMBING SYSTEMS SHALL BE DESIGNED, Food equipment that is certified for sanitation CONSTRUCTED AND INSTALLED by an American National Standards Institute ACCORDING TO LAW (APPLICABLE LOCAL, (ANSI) -accredited certification program (NSF STATE, AND FEDERAL STATUES, Approved) will be deemed to comply with the REGULATIONS AND ORDINANCES) food code equipment b utensil materiels, construction and design requirements. PLUMBING SYSTEMS SHALL BE DESIGNED, Food equipment that is certified for sanitation CONSTRUCTED AND INSTALLED by an American National Standards Institute ACCORDING TO LAW (APPLICABLE LOCAL, (ANSI) -accredited certification program (NSF STATE, AND FEDERAL STATUES, Approved) will be deemed to comply with the REGULATIONS AND ORDINANCES) food code equipment b utensil materiels, construction and design requirements. To Carol Lumb, Senior planner, City of Tukwila From: Kiran Asher, Strander Chevron, 425-220-7278 November 23", 2016 Hi Carol, Re: Strander Chevron Landscaping Plan, Declaration and Checklist Please find attached the Landscaping plan, Landscaping Declaration and Checklist . Thank you so much for your patience, help and kindness. You ARE AWESOMEII Thank You. Kiran Asher CarolLumb, JUCP, Senior Planner Department of Community DeveCopment City of Tukwila 63oo Southcenter Blvd., Suite loo Tukwila, -W-A 98i88 2o6-431-366i Carof.Cum6C`rukwiCawa.gov RECEIVED CITY OF TUKWILA NOV 2 3 2016 PERMIT CENTER LANDSCAPING DECLARATION I, V-19A--6J AS41F-(, declare as follows: 1. I am the <5a�wner or authorized agent of the owner of the property, or (circle one) b) landscape architect who prepared the approved landscape plan, or c) landscape contractor hired to install the approved plantings, responsible for executing the approved landscape plan for the property located at Z?An STP,Fh� BWD , , Tukwila, Washington. 2. The permits obtained for this project include: Building Permit D (r- 61442 R-IJ"M14 : P4 15'- Of 10 Land Altering Permit MI - M t=G H AW1C4 I. M / r - 6 (Z 1 140 q 1 Design Review Permit L - Other Permit -f- L If- 1(Z 1 0& 3 3. I certify that the landscaping and irrigation devices shown on the approved landscaping plans for this property have been installed in conformance with those plans as documented in the Landscape Checklist. 4. I understand that changes to any of the following aspects of the approved landscape plan require a revision to the plans and approval by the City of Tukwila. a) Minimum number of trees, shrubs and ground cover; b) Location of required plantings or planting areas; RECEIVED c) Substitution of species required by permit conditions to mitigate GWr nTalUKWILA impacts; d) `Cbmpli'ance with the Tree'Ordinance for -,.'sensitive areas. Y. NOV2 3 2016 NOTE: If any of these items have beeichdnged do not s"ieri thigDeclAHOWOENTER revised landscape plan has been approved by the Tukwila Department of Community Development. I declare under penalty of perjury under the laws of the State of Washington that the preceding is. true grid 'correct. Dated ev Iq 20 at !!NKW l VT , Washington. 14?L , e�JES 1 D�J r M AC4 kkt u b4 �'h�cv D62 Cp,�vP_ou Signature LANDSCAPING CHECKLIST Checklist to accompany Landscaping Declaration: Number of Plants Tree Species Number of trees required 1 Number of trees installed Number of existing trees to be preserved Number of existing trees left Shrub Species Number of shrubs required a - Number of shrubs installed $ �— Groundcover Species Number'of ground •coven plants required 31, Number of ground cover plants installed Yes No ❑ Size of installed plants is per approved plan. ❑ M'/ Spacing of installed plants is per approved plan. ❑ COY Approximate location of trees, shrubs and ground cover is per the approved plan. Note: if the size of the nursery pots of ground cover are increased and therefore fewer pots have been installed attach a description showing how the proposed charges meet Landscape Code standards. �-t�TA WC WS" i(svis D RAM �YtAS? �14Q-prf� Ta_ �2F�� c� Substitutions NOMBE2 or- -SRa- %S+ Glow, nT 4fw1 s E- LJ ov Lh W%--M R oMOV� I Iij 1g mo,Jrr+s �1s TFt�► tAb � �.•p}c H oTN-� . The following species have een substituted after approval by the Department of Community Development. Number of Plants Approved Species Installed Species 1 C (�K VULM(S ERtcA b.1))"6T Size t GtAWN r, nGVG1YCY s 4CITY OF TUKWILA NOV 2 i ants LANDSCAPING DECLARATION I, 1169A-IIJ AS L(*_1Z , declare as follows: 1. I am the < a�wner or authorized agent of the owner of the property, or (circle one) b) landscape architect who prepared the approved landscape plan, or c) landscape contractor hired to install the approved plantings, responsible for executing the approved landscape plan for the property located at ZZo ,. sT96g BUJ'b , , Tukwila, Washington. 2. The permits obtained for this project include: Building Permit D 1 b► U 3 P- UA4,6 1N 4 Of /d Land Altering Permit MI - �' M i� H ► �¢-L NI ! �" - 0 Z I r� 0 41 Design Review Permit L - Other Permit -r- L 3. I certify that the landscaping and irrigation devices shown on the approved landscaping plans for this property have been installed in conformance with those plans as documented in the Landscape Checklist. 4. I understand that changes to any of the following aspects of the approved landscape plan require a revision to the plans and approval by the City of Tukwila. d) NOTE: If any of these items have been changed do not s'l 'this Declaration until a revised landscape plan has been approved by the Tukwila Department of Community Development. Minimum number of trees, shrubs and ground cover; Location of required plantings or planting areas; Substitution of species required by permit conditions to mitigate environmental impacts; .. . ` • .: " ' t Compliance with the Tre-60rdinance for -,'sensitive areas. -,. ;,, I declare under penalty of perjury under the laws of the State of Washington that the preceding is true aril `correct. Dated lei 0 V ZO b at + K,W (VT , Washington. M A� � f u C- b 4 19 D62 Ca,w2ou Signature I . 6 I �^1 J co N N C 0.4 w 4 O a� c W .Y. z Nul O 2 �► LN Z4 � - v a 3 W an Y+ 2 3 mg 33 N Cd 0 C ran Cd rv'r V U 5ti u O O o> oto O O O O O z z z� z z z z�.za Z i i� 00 lv 24_..M& , pCQ,M i i �� P2'�Y1 l OF -Fuv-w t vt . ?C-eM IT =�J- tb 1 S -- d / q 3. Ruc, As gmlr�-Sth , —1 4E &t-ft r- 0 6-1-4 "1 C,AE4 2-e N N-63tc T- <gTeig" rl ( s T-C+cam-c- pc,uyv% P 1 " e (0-vib, c-) t 1 Cam- Mte14 N ► CALF 86--, �Z'SCi EIS BOF TU SO 3 4 PeRMM CENTER J . , ,, F PM Design Group, Inc. 19401 401h Ave. W., Suite 300 DESIGN Lynnwood, WA98036 P. 425.405.7746 Architectural lutlon Group C. 206.858.2125 Solutions Group August 7, 2015 Mr. Bill Rambo Permit Technician City of Tukwila, Department of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RE: Building Permit Plan Review - Response Chevron Station Remodel (D15-0143) Dear Mr. Rambo: The following is our response to the Correction Letter dated June 29, 2015. General Note 1. Revised plans are 24 x 36 which is the same as the original submittal. New Walk- in Cooler plan is 18x24 which is to scale. Building Review Notes 1. Accessible parking stalls were removed and replaced by one Accessible parallel parking stall at the front of the building and is the closest stall to the building entrances. A striped path was provided to the main building entrances. See Sheet SP-1. 2. Egress plan was added to detail 2 on sheet Al. Emergency illumination was added to sheet E-2.0. 3. Mechanical Plan were submitted for permit after this initial submittal. 4. Detail for flashing and sealing provided on sheet for Walk-in Cooler Sheet from Par Engineering. Planning 1. Parking stall count revised to 3.3 parking stalls per 1,000 SF of usable space on sheet CVR. Landscape notes reference Landscape Plan L-1.1. 2. Landscape plan provided which provides interior parking landscaping per code as well as existing front, side and rear landscaping requirements. Landscape Architect visited site and has identified landscaping that needs replacement on sheet L-1.1. landscape plan does not represent latest ADA parking stall. Sheet SP-1 takes precedence on this parking stall. PW Department 1. See attached Public Works permit fee estimate sheet. RECEIVED CITY OF TUKWILA Office Locations ���((�� n Rocklin. CA • Vancouver, WA . Phoenix, AZ . Murphy, TX. o Lynnwood, WA • Santa ? 2�jt�eal Beach; CA www.pmdginc.com PERMIT CENTER T� 2. A. Reduced Pressure Principle Assembly and Hot Box has been specified on Sheet SP-1 and we have included the cut sheet in this response package. We are choosing to forego the option to install power supply to the hot box at this time. Respectfully, Pedro M9 racck�en SIGN GaouP, INC. Dunca Wallace, LEED AP Regional Manager , � - Reid iddleton August 19, 2015 File No. 262015.005/00603 Mr. Jerry Hight, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Chevron Station Remodel (D15-0143) Dear Mr. Hight: W We reviewed the proposed project for compliance with the structural provisions of the 2012 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. The comments below do not require a response from the permit applicant. Individual revised structural sheets were submitted in response to our second plan review for insertion into the original drawing sets. The other sets of drawings should be reconciled in preparation for permit issuance. These revised sheets are S1, S2, S3, and S4. Note that revised structural sheets were submitted for all of the original structural sheets. Structural deferred submittals. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila after issuance of the initial building permit. The architect has been informed that the city of Tukwila may require the issuance of additional permits. The following is a summary: 1. Design drawings for attachment of mechanical and electrical components to the structure, and for support by the structure, where applicable. See also IBC Section 1613.1 and Section 13.2 of ASCE 7-10. Geotechnical special inspections. Special inspections and tests by a geotechnical engineer should be provided. The following is a summary: 1. Site excavation and grading. 2. Overexcavation for placement of structural fill, where applicable. 3. Construction dewatering, where applicable. 4. Construction of auger -cast concrete piles. See also IBC Section 1705.8. 5. Placement of structural fill and soil compaction. EVERETT 728134th Street SW Suite 200 Everett, WA 98204 425 741-3800 www.reidmiddleton.com Mr. Jerry Hight, Building Official City of Tukwila August 19, 2015 File No. 262015.005/00603 Page 2 Structural special inspections. Special inspections by qualified special inspectors should be provided. We assume the prefabricated structural steel members and steel structure will be fabricated by registered and approved fabricators. The following is a summary: 1. Construction of auger -cast concrete pile: continuous. 2. Reinforcement at concrete construction for auger -cast concrete pile: periodic. 3. Installation of steel anchor bolts/rods in concrete: in accordance with qualifying report of evaluation service (e.g., ICC-ES). 4. Installation of concrete expansion, adhesive, and screw anchors, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC-ES). 5. Adhesive installation of concrete reinforcement, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC-ES). 6. Installation of structural steel: periodic. 7. Welding of structural steel members for single -pass fillet welds (maximum 5/16-inch): periodic. 8. Welding of structural steel members for other than single -pass fillet welds (maximum 5/16-inch), where applicable: continuous. 9. Installation and fastening of prefabricated steel structure: periodic. 10. Installation and anchorage of electrical equipment: periodic. Structural tests. Tests by qualified special inspectors should be conducted. The following is a summary: 1. Testing of concrete for auger -cast concrete piles for specified compressive strength, f,', air content, and slump. Structural submittals. Reports, certificates, and other documents related to structural special inspections and tests should be submitted by the contractor, owner, or owner's authorized agent to the city of Tukwila. The certificates of compliance are required to state that the work was performed in accordance with the approved construction documents. See also the structural comments below. The following is a summary: 1. Submittal of certificates of compliance from the fabricators of structural steel members at the completion of fabrication. 2. Submittal of welding procedure specifications verifying that the welds at members and connections of the seismic -force -resisting system are made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-lbf at 0 degrees-F as determined by the applicable AWS A5 classification test method. ReidMiddleton Mr. Jerry Hight, Building Official City of Tukwila August 19, 2015 File No. 262015.005/00603 Page 3 3. Submittal of welding procedure specifications for the welding of structural steel other than by prequalified welding procedure specifications. Enclosed are the original architectural and structural drawings, three sets of stamped structural drawings, and structural calculations. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. � Corbin M. Hammer, P.E., S.E. Senior Engineer Enclosures Alan D. Findlay, P.E. Project Engineer cc: Kenneth McCracken, PM Group Design (by e-mail) Dave Peyton, Peyton — Tomita and Associates (by e-mail) Mr. Jerry Hight, Building Official, City of Tukwila (by e-mail) Brenda Holt, City of Tukwila (by e-mail) Rachelle Ripley, City of Tukwila (by surface mail and e-mail) ehw\\o\26se\plan review\tukwila\l5\t006r3.doc\adf Reid iddleton City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director June 29, 2015 DUNCAN WALLACE 1940140 AVE W, SUITE 300 LYNNWOOD, WA 98036 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0143 CHEVRON STATION - 220 STRANDER BLVD Dear DUNCAN WALLACE, 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I Ix17 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) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. The site plan shows two accessible parking spaces located in the back of the building. Accessible parking spaces shall be located on the shortest accessible route of travel from adjacent parking to an accessible building entrance. Also where crossing traffic lanes is necessary, the route shall be designated and marked as a crosswalk. Revise parking plan to show the two accessible parking stalls, with at least one as van accessible parking, located towards the front of the building closest to the entrance with markings provided where access to the entrance crosses traffic lanes. . 2. Provide a means of egress plan that specifically shows minimum 36 inch wide accessible exit access paths that lead to designated emergency exits. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge doorways where two or more exits are required. Egress paths shall be continuous to each exit. Specified egress paths shall be the ones to be inspected for egress illumination requirements. (IBC 107.2.3 & Section 1006) 3. A separate mechanical permit shall be required for the new cooler installation. (This note is for your information only). 4. Where the new cooler abuts the exterior walls of the existing building, provide a flashing and sealing detail to prevent water intrusion and weather stripped to prevent heat loss. PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • 1. Corrections needed to the notes on sheet CVR: The site is zoned Tukwila Urban Center, which is divided into five subdistricts. The service station is located in the Regional Center subdistrict of the urban center. The parking requirement for the Regional Center area is 3.3 parking stalls per 1,000 sq. ft. of usable floor area (ufa), not 2.5/1000 ufa as stated. Please also correct the landscaping notes, based on the comments in #2 below. 6300 Southcenter Boulevard Suite #100 • Tukwila Washineton 98188 • Phone 206-431-3670 9 Fax 206-431-3665 2. The proposed conversion of the service bays and addition of cooler space at the rear of the building does not trigger design review. The work does require the following landscaping requirements of the urban center plan to be addressed: a. The interior parking landscaping requirements are found in TMC 18.28.240 B.6. b. Existing front, side and rear landscaping must be reviewed for compliance with the standards in TMC 18.28.230 A l.b., and B.; and TMC 18.28.240. Where original landscaping has died or is in poor condition, please correct based on the standards in TMC 18.28.230 and 18.28.240. 3. Provide a landscaping plan that identifies the type of trees, shrubs and groundcover that will be used for the parking lot area as well as yard landscaping. See TMC 18.28.240 for the general landscaping requirements. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • PLAN REVIEWER: Contact David McPherson, Development Engineer (206) 431-2448, if you have any questions regarding the following comments. david.mcpherson@tukwilawa.gov 1) Provide a completed Public Works permit fee estimate sheet for Public Works activities including domestic water backflow (RPPA w/HotBox). (see PW Bulletin A2 enclosed) 2) 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. The City has determined that the Chevron Station building has deficiencies on domestic backflow devices; requiring the following upgrades. 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 1.5-inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. I have enclosed Public Works Bulletin C5 (design and installation requirements for cross connection control), which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues are resolved or the Permit Center receives plans for the subject backflow items. Applicant can post a bond for these items in the amount equal to 150% of the design, installation, and testing cost of required backflows together with a letter from the Owner of the Building, stating the installation will be completed by a certain date. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, 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 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0143 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director June 18, 2015 Dave Swanson Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Supplemental Structural Review Development Permit D15-0143 Chevron Station Dear Mr. Swanson, Please review the enclosed set of plans and documents for structural compliance with the 2012 International Building Code. As always, once all items have been reviewed and deemed correct, please provide two approved sets of approved plans and calculations with original approval stamps back to the Permit Center, attention Building Official. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670, extension 1. Sincerely, _ WUJ4)�? Rachelle Ripley Permit Technician encl File: D15-0120 WAPermit Center\Structural Review\D15-0120 Structural Review. docx 6300 Southcen.ter Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 200-431-3665 Environmental Health Services Division 401 Fifth Avenue, Suite 1100 Seattle, WA 98104-18M 206-263-9566 Pax 206-296-0189 TTY Relay: 711 www.kingcounty.gcrv/hea1th May 29, 2015 Duncan Wallace PMDG Inc. 194014& Avenue W. Lynnwood, WA 98036 Public Health W Seattle & King County Transmitted via electronic mail and US mail RE: Plans and Specifications for: Strander Chevron at 220 Strander Blvd. in Tukwila, WA. 98188 SR1368566 P/E 6703 (Risk 3- 0 seats) PROO29248 Dear Mr. Wallace, The plans and specifications for the above project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health Rules and Regulations 05-06 (The Food Code) are hereby APPROVED and subject to the following conditions: 1. No changes shall be made without Health Department approval: The Health Department must grant. approval for any remodeling of the food establishment, a change of the type of food establishment, or significant changes to the methods of food preparation or style of service. 2. Chemical storage: Plans show chemical storage next to freezer (#76). Keep chemicals stored away from consumables and items that would come in contact with consumables or a person's mouth. 3. Prep area: The prep. area next to the walk in cooleriwith the 3 compartment sink) needs to be restricted so that members of the public does not come into the prep space. 4. Surfaces: Floors, walls and ceilings are to be smooth, -cleanable, durable and non -absorbent. This approval letter only addresses the equipment, plumbing fixture locations and finishes. It does not include piping, grease traps, back flow prevention or other piping systems. Your establishment has been assigned the following plan review service number SR1368566. Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator/owner shall obtain a preoperational inspection approval. Contact Jasmine George (206-263-8448) at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department -for an inspection.- Please refer -to the. enclosed Preoperational Checklist for --more • - information: _..:- ' Ll It is the responsibility of the food service establishment operator/owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator/owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. failed preoperational inspections will require a $430.00 fee (+$215.00/hr. after 2 hours) for a repeat inspection. Please be aware that additional hourly fees will be charged if the total plan review and preoperational inspection goes beyond the base four (3) hours for this remodel project. An invoice will be sent to you after the preoperational inspection and must be paid immediately. ' Contact your local building department or water district if pre-treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter. Sincerely, Jasmine George Interim Food and Facilities Plan Reviewer Jg Enclosures Cc: Michelle Herring, R.S, Health and Environmental Investigator II f Reid iddleton August 10, 2015 File No. 262015.005/00602 ' 'I�Jd lkli i(i tom mumMti pgvelop Mr. Hight, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Second Submittal Chevron Station Remodel (D15-0143) Dear Mr. Hight: We reviewed the proposed project for compliance with the structural provisions of the 2012 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. Some of the previous review comments (letter to the city of Tukwila, dated July 17, 2015) have not been addressed completely in the recent submittal. The comments below supersede the previous review comments and outline the remaining issues. The permit applicant should address these comments. The numbering system from our previous letter has been retained for your reference. Responses to the review comments below should be made in an itemized letter form. We recommend that the permit applicant have the architect and structural engineers respond and resubmit four full-sized sets of the revised drawings that are wet stamped and signed. All information should be submitted directly to Reid Middleton, Inc. Geotechnical 1. No additional comments. Architectural 2. No additional comments. Structural General 1. No additional comments. 2. No additional comments. 3. Structural submittals. Reports, certificates, and other documents related to structural special inspections and tests should be submitted by the contractor, EVERETT 728134th Street SW Suite 200 Everett, WA 98204 425 741-3800 www.reidmiddleton.com .J Mr. Hight, Building Official City of Tukwila August 10, 2015 File No. 262015.005/00602 Page 2 owner, or owner's authorized agent to the city of Tukwila. The certificates of compliance are required to state that the work was performed in accordance with the approved construction documents. See IBC Sections 107.1, 107.3.4, and 107.3.4.1. See also the structural comments below. The following is a summary: a. Submittal of certificates of compliance from the fabricators of structural steel members at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. b. No additional comments. c. No additional comments. 4. No additional comments. 5. No additional comments. 6. No additional comments. 7. No additional comments. 8. No additional comments. 9. No additional comments. ti Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Corbin M. Hammer, P.E., S.E. Senior Engineer Alan D. Findlay, P.E. Project Engineer cc: Kenneth McCracken, PM Design Group (by e-mail) Duncan Wallace, PN Design Group (by e-mail) Dave Peyton, Peyton — Tomita and Associates (by e-mail) Mr. Hight, Building Official, City of Tukwila (by e-mail) Brenda Holt, City of Tukwila (by e-mail) Rachelle Ripley, City of Tukwila (by surface mail and e-mail) ehw\o:\doc\26\planrevw\bellevue\ 15\t006r2. doc\adf Reid iddleton Reid iddleton July 17, 2015 JUL 2 0 2015 File No. 262015.005/00601 Comm,'r;;+.y Developrr;ent Mr. Hight, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Chevron Station Remodel (D15-0143) Dear Mr. Hight: �/ We reviewed the proposed project for compliance with the structural provisions of the 2012 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The design team should address the comments below. Responses to the review comments below should be made in an itemized letter form. We recommend that the permit applicant have the architect and structural engineers respond and resubmit four full-sized sets of the revised drawings and three copies of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Geotechnical 1. Geotechnical special inspections. Special inspections and tests by the geotechnical engineer should be provided. See IBC Sections 1705.6 and 1803. The following is a summary: a. Site excavation and grading. b. Overexcavation for placement of structural fill, where applicable. c. Construction dewatering, where applicable. d. Construction of auger -cast concrete piles. See also IBC Section 1705.8. e. Placement of structural fill and soil compaction. f. Verification of soil -bearing capacity. Architectural EVERETT 728134th Street SW 1. Structural deferred submittals. Portions of the structural design have been Suite 200 Everett, WA 98204 425 741-3800 www.reidmiddleton.com Mr. Hight, Building Official City of Tukwila July 17, 2015 File No. 262014.005/00601 Page 2 deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. The architect should recognize that the city of Tukwila may require the issuance of additional permits. See IBC Section 107.3.4.1. See also structural general comments below. The following is a summary: a. Design drawings for attachment of mechanical and electrical components to the structure, and support by the structure, where applicable. See also IBC Section 1613.1 and Section 13.2 of ASCE 7-10. Structural General Structural special inspections. Special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1705.11. We assume the prefabricated structural steel members and steel structure, will be fabricated by registered and approved fabricators. See IBC Section 1704.2.5.2. The following is a summary: a. Construction of auger -cast concrete pile: continuous. See also IBC Section 1705.8. b. Reinforcement at concrete construction for auger -cast concrete pile: periodic. See also IBC Section 1705.3. c. Installation of steel anchor bolts/rods in concrete: in accordance with qualifying report of evaluation service (e.g., ICC-ES). See also IBC Section 1705.1.1. d. Installation of concrete expansion, adhesive, and screw anchors, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC-ES). See also IBC Section 1705.1.1. e. Adhesive installation of concrete reinforcement, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC-ES). See also IBC Section 1705.1.1 f. Installation of structural steel: periodic. See also IBC Section 1705.2 and AISC 360-10 Section N5. g. Welding of structural steel members for single -pass fillet welds (maximum 5/16-inch): periodic. See also IBC Sections 1704.2.5, 1705.2, and AISC 360-10 Section N5. Reid iddleton Mr. Hight, Building Official City of Tukwila July 17, 2015 File No. 262014.005/00601 Page 3 h. Welding of structural steel members for other than single -pass fillet welds (maximum 5/16-inch), where applicable: continuous. See also IBC Sections 1704.2.5 and 1705.2. i. Installation and fastening of prefabricated steel structure: periodic. See also IBC Sections 1704.2.5 and 1705.2. j. Installation and anchorage of electrical equipment: periodic. See also IBC Section 1705.11.6(2). 2. Structural tests. Tests by qualified special inspectors should be conducted. The following is a summary: a. Testing of concrete for auger -cast concrete piles for specified compressive strength, f,', air content and slump. See IBC Sections 1705.3, 1901.2, ACI 318 Section 5.6. 3. Structural submittals. Reports, certificates and other documents related to structural special inspections and tests should be submitted by the contractor, owner, or owner's authorized agent to the city of Tukwila. The certificates of compliance are required to state that the work was performed in accordance with the approved construction documents. See IBC Sections 107.1, 107.3.4 and 107.3.4.1. See also the structural comments below. The following is a summary: a. Submittal of certificates of compliance from the fabricators of structural steel members at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. b. Submittal of welding procedure specifications verifying that the welds at members and connections of the seismic -force -resisting system are made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-lbf at 0 degrees-F as determined by the applicable AWS A5 classification test method. See also IBC Section 2205.2.2, Section A3.4b of AISC 341-10, Section A2 of AISC 360-10, and Sections 2.3.2 and 4.2.1.3 of AWS D1.1-10. c. Submittal of welding procedure specifications for the welding of structural steel other than by prequalified welding procedure specifications. See also IBC Section 2205.1, Section A2 of AISC 360110, and Section 3.1 of AWS D1.1-10. 4. The section of the structural notes on special inspection, Sheet S1, should be revised by specifying additional special inspections (i.e., construction for auger - Reid iddleton Mr. Hight, Building Official City of Tukwila July 17, 2015 File No. 262014.005/00601 Page 4 cast concrete pile, reinforcement at concrete construction for auger -cast concrete pile, installation of structural steel). See IBC Section 1704.3.1. Refer to Sections 1704 and 1707 and the structural comment above to determine the additional types of special inspections. 5. The extent of each type of special inspection in the section of the structural notes on special inspection, Sheet S1, should be specified for review (e.g., periodic or continuous). See IBC Section 1704.3.1(5). Refer to Section 1702.1 for the definitions of continuous special inspection and periodic special inspection. Refer to Sections 1704 and 1707 and the structural comment above to determine when continuous or periodic special inspection is required for each type of special inspection. 6. The wind load design data in the section of the structural notes on design loads, Sheet S1, should be revised by also specifying the basic wind speed (3-second gust) Vint and Vasd, wind importance factor, I,,,, and applicable internal pressure coefficient (or building enclosure classification). See IBC Section 1603.1.4, IBC Section 1609.1, and IBC Section 1609.3. Also see http://www.atcouncil.org/windspeed/ for further information. 7. A note should be added to the section of the structural notes on Sheet S1, specifying that the welds at members and connections of the seismic -force - resisting system shall be made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-lbf at 0 degrees-F as determined by the applicable AWS A5 classification test method. See IBC Section 2205.2.2, Section A3.4 of AISC 341-10, Section A2 of AISC 360-10, Section 6.3 of AWS D1.8, and Sections 1.4.1(5) and 2.3.2 of AWS D1.1-10. 8. A note should be added to the section of the structural notes on Sheet S 1 indicating the groove welds such as the ones indicated in Section A/S2 should have continuous visual inspection per AWS D1.1-10 Section 4.9.1.1. See IBC Section 2205.1 and AISC 3610-10 Section A2. 9. The submitted drawings and calculations are unclear as to whether the proposed freezer will support itself with respect to gravity and lateral loads. Please provide substantiating data, such as additional calculations that indicate the gravity and lateral load paths for the proposed freezer. The design may need to be revised. Please verify. See IBC Section 1604.2 and 1604.4. Corrections and comments made during the review process do not relieve the permit ReidMiddleton Mr. Hight, Building Official City of Tukwila July 17, 2015 File No. 262014.005/00601 Page 5 applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. e.- Corbin M Hammer, P.E., S.E. Alan D. Findlay, P.E. Senior Engineer Project Engineer cc: Kenneth McCracken, PM Group Design (by e-mail) Dave Peyton, Peyton— Tomita and Associates (by e-mail) Mr. Hight, Building Official, City of Tukwila (by e-mail) Brenda Holt, City of Tukwila (by e-mail) Rachelle Ripley, City of Tukwila (by surface mail and e-mail) o:\doc\26\planrevw\bellevue\13\tOO6rl.doc\adf ReidMiddle LA rd DSC.fW f M' C, pr:s "A �q City of Tukwila DEC Ob 2016 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 COMMUNITY 206-431-3670 DEVELOPMENT DEVELOPER'S PROJECT WARRANTY REQUEST FORM Section --- to be completed by De,400 er Name of Development: ST12.A ►v t GlW C.N* Ve- 6KJ S1VLk 4-1`40 pkZ- Date: C C- 14 r 2t7 r S. Address: 22-0 5,7-QA, ' QG. $ LU t} ''�} jLwl Permit No.: b l $ - / ({-,3 Release should be sent to: Name: A- Tro : K I RA N AS.H cZ I M A-R-A Ic,4- A/ G Address: 2_0 3 G ©U S r• ap , ; S U (Te 1 0 ) City/State/Zip V E:r i, WA �j 2 o g Description of items to be completed (reference plans/documents where "terns a d A5 P F� re '-Pt,+jV -Pt,+ LA rJ As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $_ Ott 8 (150% of value to complete work above) and attach support documentation for value of work. I will have this work carried out and call for a final inspection by this date: �2+ 1. i5 , 2ot(or risk having the City use these funds to carry out the work with their own contractor or in-house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these f nds. Signed: . _ k-t r� A—sH'�{Z.� Title:S t E-r.tT Section 2 -'to be completed by City staff THIS FUND IS AUTHORIZED TO BE ACCEPTED Signed: Department Head: Amount: $ Deposited this Date:_ 1'2 • ��•i(/ [l� Cash/Check* i� ash Assignment ❑ Bond City Receipt No.: IQj�tS _ (� R .n�u 1 Received By: R Ivl Section' 3 _ to be completed by Deyelo All work identified in Section 1 of this ft department which authorized warranty cash/cash equivalent/bond. Developer's Representative: Inspector Qc�uUn 4 - to oe completed by City Amount Released: $_(o, O o O Ao O (Q' Check - Check No. - ( ccgo, -y c aw9 ❑ Date Released: i t - A - .1, Released by \police --- p•oced--Xk d book\de f.p¢'s p` 1w ua_kn ro.. Cteited: F6 ry 2003 -n has now been completed and returned to I hereby request inspection and release of my Date: -- --..--- --,. Cash Equivalent - Letter attached ❑ Bond - Letter attached Memo November 28, 2016 To: Laurie Anderson From: Brenda Holt Re: D 15-0143 Please refund $6,000.00 to Kiran Asher. The landscaping has been installed per the approved plans and inspected by the planning staff for the property located at 220 Strander Blvd. Please refund this amount to the credit card where the original payment was made on December 15, 2015. Thank you. Xc: File No. D15-0143 H:\Documents\Bond Release\D15-0143 - refund memo.docx X. LA P!rf 4 PL". KA � City of Tukwila ° 1 6300 Southcenter Blvd, Suite 100 �w Tukwila, WA 98188 206-431-3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM Name of Development: Sit'RA r4bee C 4*_ Ve_ 6NI 51"k R6 Mo D$L, Date: -bC C- I ZO r S. Address: Z 2(5 ST` A rJ DG4e B w 1) , TU jC W I Permit No.: D l $ - Q / 43 Release should be sent to: Name: A-TVIJ = V% I AA AS "YZ , M A-A,4 Ic.44 t N L Address: 20 3 130B ST• ,5+ jV ('j'rr j p ) City/State/Zip V EQ E+'�' , WA g' 20 g Lesiptioo�1 s-,or�. Pt�v-r� -f- �(.�-,� rs C(ft j n•�-� �v • �s P�2 � d-...(lea � �D�� ri . As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $kbbt • 66 (150% of value to complete work above) and attach support documentation for value of work. I will have this work carried out and call for a final inspection by this date: L IS . 201i6or risk having the City use these funds to carry out the work with their own contractor or in-house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these f rids. Signed: (G.t lam!- rs A—sH-e(L)i Title: I St tJE,.171 Signed: Department Head: Amount: $ Deposited this Date: I� I�•1� a6 Cash/Check4( ash Assignment ❑ Bond City Receipt No.: RG47`j Received By: �b bra �c������ -�o.;r�e comptetea >by_`oev�topet All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent/bond. Developer's Representative: Date: Tb be cornpleteii by City staff :: r t - I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash/cash a uivalent/bond. Inspector: 6444 t IQ 0 Date: It -29 - I (. Authorized By: Section 4 ` k io be completed by C Ity _ j Amount Released: $ ❑ Check - Check No. ❑ Cash Equivalent - Letter attached ❑ Bond - Letter attached Date Released: Released by: %Wie.• and P+ do Uvd book%& tld r•s pmjW „amnn fbnn C=ed: Feb n 2oo -AEEILIATE� JOE ALL CONSTRUCTION, INC. : EI 15M EQUIPMENT 0JOEHAC*259RT 1317 54th Avenue East FAX: (253) 922-6828 Fife, Washington 98424-1226 TOLL FREE (253) 922-6815 (sao} 7��-6s15 www joehall.com PROPOSAL AND CONTRACT Number: PEK-KA 12-14-15 Customer's Name Date: December 1st 2015 Kiran Asher kiranasher@aol.com Job Address: Chevron 220 Strander Blvd Tukwila, WA Joe Hall Construction, Inc. will provide construction labor, construction materials and equipment for the following work. 1. Supply and install plants, and bark per landscape plans for the sum of $2,823.00 plus tax. 2. Install curbing and top soil to create new planter for the sum of $1,122.00 plus tax. Joe Hall Construction, Inc. By. Customer: Philip E Keehnel Print Name Position: CEO Signature: Date: December 6`a 2015 Date: Joe Hall Construction, Inc. Contractor's Registration JOEHAC *259RTC Page 1 of 1 11'Com06Apr09RevA Number: 09-racw-10 Sept -Rev C e Date Paid: Tuesday, December 15, 2015 Paid By: KIRAN ASHER Pay Method: CREDIT CARD 07206D Printed: Wednesday, November 16, 2016 2:27 PM 1 of 1 RWYSiEMS PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0143 DATE: 09/09/15 PROJECT NAME: CHEVRON SITE ADDRESS: 220 STRANDER BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: � AN- #Ilding Division Fire Prevention ❑ C ?L , w c, Planning Division AW C S-_ 1 5— Public Works 4 Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/10/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/08/15 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: ��c i r -oy✓ r/v) -VeA ii`r✓i0l,t,� REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0143 PROJECT NAME: CHEVRON STATION SITE ADDRESS: 220 STRANDER BLVD X Original Plan Submittal Response to Correction Letter # DATE: 06/11/15 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AFY Nq, Building Divisi n Fire Prevention Planning Division '�Vq Cow z Public Works Structural Permit Coordinator PRELIMINARY REVIEW: DATE: 06/16/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DATE: DUE DATE: 07/14/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only-% CORRECTION LETTER MAILED: 1-1 J Departments issued corrections: Bldg ft-- Fire ❑ Ping t�N' PW jr Staff Initials: 12/18/2013 City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gzov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center.. Revisions will not be accepted through the mail, fax, etc. Date: 09/02/2015 Plan Check/Permit Number: D15-0143 F- Response to Incomplete Letter # _ Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Chevron Station Project Address: 220 Strander Blvd. Contact Person. Duncan Wallace Phone Number: (425) 405-7746 Summary of Revision: Corrections made and addressed in detail on letter dated August 27th, 2015. REACE1VEIB ClTV Cp!<TUKMt-A SEP 0 2 2015 Sheet Number(s): CVR, SP-1, L-1.1, P -A , E-2.0, Walk-in cooler sheet, "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on H:lApplications7Forrns-Applications On Line&2010 ApplicationsW-2010 - Revision SubmittaLdoc Revised: May 2011 JOE HALL CONSTRUCTION INC Page 1 of 2 Home Inicio en Espariol Contact Safety Washington State Department of 4j Labor & Industries JOE HALL CONSTRUCTION INC Search L&1 1 p A-6Index Help X y Secure I -1 Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 1317 54TH AVE E FIFE, WA98424-1226 Principals 263-922-6815 HALL, PATRICIA H, PRESIDENT PIERCE County WALTON, CHARLES A, SECRETARY Doing business as JOE HALL CONSTRUCTION INC WA UBI No. Business type 600 177 955 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .............................. .. . Meets current requirements. License specialties GENERAL License no. JOEHAC*259RT Effective — expiration 12/30/1975— 02/13/2016 Bond ................ CBIC $12,000.00 Bond account no. SB0366 Received by L&I Effective date 02/28/2002 03/01 /1998 Expiration date Until Canceled I.n.... surance ............ Admiral Insurance Co $1,000,000.00 Policy no. FEI-ECC-13342-02 Received by L&I Effective date 02/24/2015 03/01 /2015 Expiration date 03/01 /2016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts .................................. No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=600177955&LIC=JOEHAC*259RT&SAW= 9/30/2015 0. bn gr Architects 19401 40th Ave. West, Suite 300 Lynnwood, Wa. 98036 Ph. (425) 405-7746 e-mail: dwallace@PMDGinc.com Kenneth McCracken, Architect Seal > W � Z W Q W_ w o a_ � W C3 J < ~ J � Q W � Ed a_ LL_ Z 0 Z_ J (n Z ( U Ld m > W F- a_ U m ::D V) O U W it m W Z_ Z x ILLJ=- H U Z 0 N O�-- � Q J O Q W Q W W W U-1 LO \ LO \ Ln \ Ln \ Ln Lr) Ln \ Q L) N M .- r N n d- Ln M M M a a a a a a a z °0 V r/ Q > J 00 I- Z O WQ 0 � W�� J�� 0D Q C4 !— CITY C51-7YED +�nWiLA SEP 0 2 2015 PERMIT CENTER Project Number SCR14001.0 Sheet Name COVER SHEET CORRECTOW w Sheet Number C�1:7 Q� grollp Architects 19401 40th Ave. West, Suite 300 Lynnwood, Wa. 98036 Ph. (425) 405-7746 e-mail: dwallace@PMDGinc.com Kenneth McCracken, Architect Seal w H Z w w oLd 0 Q aJ 5 W = Or W J F- j— W J Q, 0 Z O > Q Z Q(n I— Z F— Z Q m W � Ld (n I- m Z:) W M O W a. J m HDE: _ cn Z Z Q F=- P O z W O H J a_ O X M Q W _ Q W = m (n W ry a D < LO LO Lo N LO PO r L0 N N M N d- N � n cD r- 00 N 00 CZ a a a a a z 0 C (J) cr W o J 0 «, � m� 0W IX: a UZ� W � J .Q o� C4 N I— x [�\ RECWT E CITY OF TUKWIL A SEP 8.2 2015 PERMIT CENTER Project Number SCR14001.0 Sheet Name SITE PLANS Sheet Number J ACCESSIBLE SIGN, - SEE DETAIL K11 WHEEL STOP ® SEE DETAIL GI FOR CURB RAMP PARTIAL CURB OR p REQUIREMENTS OBSTRUCTION 2'-0" OR LESS FROM CURB AS OR LES SHOWN PARKING SPACE FACE OF EMBLEM, SEE ACCESSIBLE BLDG. OR STRUCTURE PARKING SIGNS I• 72• �/ 9• Y/v M/,y ACCESSIBLE ROUTE & q/ 9� - �b ACCESS AISLE MARKED BY BORDER 5'-0" OR G i PAINTED BLUE. WITHIN THE BLUE 8'-0" FOR VAN 9• BORDER HATCHED LINES ARE PAINTED c'yiy WITH A COLOR THAT CONTRASTS WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE PROVIDE 12" LETTERS, "NO PARKING" @ ALL LANDINGS, TYP. ACCESSIBLE PARKING STALLS SCALE: N.T.S. NOTE: BUILT-UP RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING/UNLOADING ZONES, PARKING SPACES OR VEHICULAR TRAFFIC LANES LEVEL & CLEAR AREA NOT TO EXCEED 2% CROSS SLOPE IN ANY DIRECTION ----I 12 NOTE IF X IS LESS THAN 48" THEN THE SLOPE OF THE FANNED OR FLARED SIDE MAY NOT EXCEED 1:12 (8.33%). GROOVED BORDER MUST CROSSWALK BE ON THE LEVEL SURFACE NOTE: CROSS AT THE TOP OF SLOPE OF THE RAMP -\ LANDING AREA DOES NOT EXCEED 2% IN ANY DIRECTION 6" MAX. RISE 8.33% MAX. 10R MAX REQUIRED ACCESSIBLE PARKING STALLS TOTAL PARKING IN LOT REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES 1 TO 25 1 26 TO 50 2 51 TO 75 3 76 TO 100 4 101 TO 150 5 151 TO 200 6 201 TO 300 7 301 TO 400 8 401 TO 500 9 501 TO 1000 2 PERCENT OF TOTAL 1001 AND OVER 20 PLUS 1 FOR EACH 100 OVER 1000 NOTE: CROSS SLOPE OF LANDING AREAS DO NOT EXCEED 2% IN ANY DIRECTION OR Y W 5 RUp TIo 10% MAX. Q0 Ln rn 0 FACE OF BUILDING OR STRUCTURE x" GROOVED BORDERS - MUST BE ON THE LEVEL SURFACE AT _F M• 12��f� �% U TYP. THE TOP OF THE RAMPS GROOVED BORDER MUST BE ON THE LEVEL SURFACE AT 10% MAX. ,�3r 6 ,7! NOTE: SURFACE WILL NOT Mph REQUIRE 36" SECTION THETOP OF THE RAMP DETECTABLE WARNING SURFACE 48" OF TRUNCATED DOMES NOTE: 6 IS REQUIRED THE FULL WIDTH �P� 7 MIN. NOTE: IF FLAT TRAVEL TRUNCATED DOME DETECTABLE WARNING OF THE CURB RAMP AND 36" THE RAMP FINISH (AREA INSIDE THE SURFACE ADJOINS SURFACE IS REQUIRED ON SHADED DEEP, EXCLUDING THE FLARED GROOVE BORDER) MUST CONTRAST VEHICULAR TRAFFIC WAY PORTION OF THE RAMP. RAMP CANNOT SIDES, INSIDE THE GROOVED BORDER. WITH THE ADJACENT SIDEWALK TYP. PROJECT INTO TRAFFIC AREAS CURB -CUT RAMP AT WALKS LESS PUBLIC RIGHT-OF-WAY THAN 60" WIDE CURB -CUT RAMP BUILT-UP CURB RAMP GENERAL NOTES: 1. FINISHED SURFACE OF RAMP CONTRAST WITH ADJACENT SIDEWALK AND IS STABLE, FIRM AND SLIP RESISTANT. 2. THE SURFACE ON THE CURB RAMP AND FLARED SIDES (IF PROVIDED) DO NOT CONTAIN ANY VERTICAL EDGES GREATER THAN Ya" IN HEIGHT. 3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS ARE FLUSH AND FREE OF ABRUPT CHANGES. CURB RAMPS SCALE: N.T.S. PREDOMINANT DIRECTION LONG DIMENSION PERPENDICULAR OF TRAFFIC TO ROUTE OF TRAVEL ,/ 1/2" MAX. Iz �z A OBSTRUCTION GRATING NOTES: 1. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHOULD NOT HAVE GRATINGS. 2. WHERE GRATINGS OCCUR IN ANY OTHER PATH OF TRAVEL, THE GRID OPENINGS ARE REQUIRED TO BE NO GREATER THAN 1/2" IN THE DIRECTION OF TRAFFIC FLOW. WHEN THE DIRECTION OF TRAFFIC FLOW IS MULTI -DIRECTIONAL GRIND OPENINGS SHALL BE 1/2" MAX. BOTH DIRECTIONS. WALKS AND SIDEWALKS NOTES: (MAY VARY ACCORDING TO STATE LAW) 1. PRIVATE WALKS OR SIDEWALKS ARE REQUIRED TO BE ACCESSIBLE IF THEY LEAD TO BUILDINGS AND FACILITIES REQUIRED TO BE ACCESSIBLE. 2. MINIMUM WIDTH: 48". 3. WALKS AND SIDEWALKS SHALL HAVE CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT VERTICAL CHANGES IN LEVEL EXCEEDING 1/4". LEVEL CHANGES BETWEEN 1/4" AND 1/2" ARE BEVELED A MINIMUM OF 1:2. CHANGES IN LEVEL GREATER THAN Y2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. 4. SURFACES WITH SLOPE OF LESS THAN 6% GRADIENT SHALL BE AS SLIP-RESISPANT AS THAT DESCRIBED AS A MEDIUM SALT FINISH. SURFACES WITH SLOPE OF LESS THAN 6% GRADIENT SHALL BE SLIP -RESISTANT. 5. SURFACE CROSS SLOPES SHALL NOT EXCEED 2% AND 5% IN THE DIRECTION OF TRAVEL. WALKS AND ACCESS ROUTES SCALE: N.T.S. ACCESSIBLE PARKING STALL NOTES 1. ACCESSIBLE SPACE MUST PERMIT USE OF EITHER CAR DOOR WITH AN UNLOADING AREA ON EITHER SIDE OF THE PARKING SPACE, EXCEPT VAN ACCESSIBLE STALL SHALL HAVE UNLOADING AREA ON PASSENGER SIDE. 2. WHEELSTOPS ARE REQUIRED WHEN VEHICLE OVERHANG OTHERWISE REDUCES THE MINIMUM WALK WIDTH TO LESS THAN 48" WIDE OR FACES OF BUILDINGS, SIGNS OR OTHER OBJECTS CAN BE DAMAGED. 3. WHEELCHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR OWN. 4. SURFACE SLOPES OF PARKING AREAS FOR THE DISABLED SHOULD BE MINIMAL BUT ARE REQUIRED NOT TO EXCEED 2% IN ANY DIRECTION. 5. RAMPS SHALL NOT ENCROACH INTO ANY PARKING OR UNLOADING SPACE. 6. ACCESSIBLE SPACE SHALL BE AS CLOSE AS POSSIBLE TO ACCESSIBLE PRIMARY ENTRANCE OF BLDG. 7. WHEN ONLY ONE SPACE IS PROVIDED IT HAS TO BE A 17' WIDE VAN ACCESSIBLE SPACE LINED TO PROVIDE 12' PARKING AREA AND 5' LOADING AND UNLOADING AREA ON THE PASSENGER SIDE OF THE STALL. 8. WHEN MORE THAN 1 SPACE IS REQUIRED, 2 SPACES CAN BE PROVIDED WITHIN A 23' WIDE AREA. 9. A 36" CLEAR ROUTE (WALKS SHALL BE 48" WIDE MINIMUM) IS REQUIRED BETWEEN THE ACCESSIBLE PARKING SIGN & THE ADJACENT BLDG. 10. VAN ACCESSIBLE PARKING SPACE ACCESS AISLE TO BE ON OPPOSITE SIDE OF DRIVERS SIDE WHEN THE VEHICLE IS GOING FORWARD INTO THE PARKING SPACE. 11. ONE IN SIX ACCESSIBLE SPACES MINIMUM SHALL BE VAN ACCESSIBLE. 1. AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES. 2. ENTRANCES TO BUILDING AND FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS WHERE THE ACCESSIBLE ROUTE OF TRAVEL DIVERGES FROM THE REGULAR CIRCULATION PATH, TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATH. ENTRANCES WHICH ARE NOT ACCESSIBLE SHALL HAVE DIRECTIONAL SIGNAGE WHICH INDICATES THE LOCATION OF AND ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 3. PROVIDE SIGNS WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY INDICATING LOCATION OF EACH ACCESSIBLE ENTRY. PROVIDE ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED. 4. MAT CARPETING MUST BE SECURELY ANCHORED TO FLOOR OR RECESSED INTO DOOR LANDING. ENTRY AND DIRECTIONAL SIGNS SCALE: N.T.S. c CURB AT PLANTER SCALE: 1" = 1'-O" CONCRETE SLAB & ISOLATION JOINT WHERE OCCURS YARD SURFACE CONCRETE CURB. MATCH EXISTING CURB COLOR WHEN REQ'D TOOLED EDGES (TYP.) (2) #3 BARS, CONT. DOWEL INTO EXISTING CURB WHERE OCCURS NOTE: EXPANSION JOINTS 40'-0" O.C. MAX. AND CONTROL JOINTS ® 10'-0" O.C. MAX. WHEN ADJACENT TO CONCRETE YARD CONTINUE JOINTS THROUGH CURB & GUTTER. 24" MIN. UNAUTHORIZED VEHICLES PROVIDE PARKED IN DESIGNATED . ADDRESS & ANOTSDISPLAYINGS Z DISTINGUISHING PLACARDS TELEPHONE #. OR SPECIALLICENSEPLATES ISSUED FOR PERSONS WITH DISABILITIE! WILL BE TOWED AWAY AT � OWNER'S EXPENSE. N TONED VEHICLES MAY BE RECLAIMED AT APPROPRIATE INFO. MUST BE INCLUDED ON Ld SIGN (MIN. CHARACTER 0 OF 1" IN HEIGHT) z w LETTERING ON SIGN Ld MUST BE A MIN. OF 1" IN HEIGHT z FINISH SURFACE 1/2" RADIUS BLUE WHITE REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL WHITE SIGNAGE AND IDENTIFICATION OF SPACES: BLUE 1. EACH ACCESSIBLE PARKING SPACE TO HAVE BACKGROUND PERMANENT (70 SQ. IN.) REFLECTORIZED WHITE PORCELAIN ENAMELED STEEL SIGN, FREE STANDING SIGNS LOCATED IN A PATH OF EMBLEM MUST TRAVEL SHALL BE MOUNTED A MIN. OF 80" BE LOCATED IN ABOVE WALKING SURFACE. WALL MOUNTED STALL SO SIGNS LOCATED AT INTERIOR END OF THAT IT IS PARKING SPACE SHALL BE MOUNTED A MIN. VISIBLE BY A OF 60" ABOVE FINISH GRADE. TRAFFIC ENFORCEMENT 2 OFF-STREET PARKING FACILITIES TO HAVE WALL MOUNTED SIGN I \I ,y i I I I I I I OFFICER WHEN SIGN AT EACH ENTRANCE OR IMMEDIATELY ° A VEHICLE IS ADJACENT TO OR VISIBLE FROM EACH STALL INTERNATIONAL PROPORTIONS - PROPERLY OR SPACE NOT LESS THAN 24%24" IN SIZE. SYMBOL OF ACCESSIBILITY IN SURFACE IDENTIFICATION PARKED IN THE SPACE SIGN TEXT TO BE BEADED (OR EQUAL), BLACK LETTERS ON WHITE BACKGROUND. WHITE ON BLUE aI LO (CENTERED AT BACKGROUND d w/ WHITE BORDER 4'-5" SURFACE IDENTIFICATION FREE STANDING ENTRANCE SIGN 80" MIN.SEE NOTE 4 FREE STANDING NOTE: 60" MIN. FOR 1. SIGN MUST BE PLACED SO IT IS NOT WALL MOUNTED OBSCURED BY LANDSCAPE OR TO TOP OF OTHER ELEMENTS. WALKING SURFACE 1ACCESSIBLE PARKING SIGNS SCALE: N.T.S. CLEAR vF ANY AMOUNT 3'-0" MIN WIDTH o Iw N m af O POST M TD. „ V-0" MAX. D z � CANE /,/ OBSTRUCTION 0000 AREA a �/ ` EXTERIOR HAZARDS: HAZARDS SCALE: N.T.S. z 4„ II MAX. 0 I � N Of O INTERIOR HAZARDS: V) M a- d- WARNING CURB DOMED TOP ENTRANCE TO 3. SIGN TEXT TO STATE THE FOLLOWING: VAN ACCESSIBLE SIGN STALL "UNAUTHORIZED VEHICLES PARKED IN RECOMMENDED.) DESIGNATED ACCESSIBLE SPACES NOT ° NOTE: DISPLAYING DISTINGUISHING PLACARDS OR MinimurrFine 1. SIGN TO BE CENTERED AT THE SPECIAL LICENSE PLATES ISSUED FOR INTERIOR END OF PARKING SPACE. PERSONS WITH DISABILITIES WILL BE TOWED $250 AWAY AT THE OWNER'S EXPENSE. TOWED 2. AREA OF SIGN TO BE A MINIMUM OF VEHICLES MAY BE RECLAIMED VAN ACCESSIBLE 70 SQUARE INCHES. AT--------- OR BY TELEPHONING ___ ________." FILL IN BLANK SPACES 3. DESIGNATE FOR "VAN ACCESSIBLE" WITH APPROPRIATE INFORMATION AS A WHEN APPROPRIATE. PERMANENT PART OF THE SIGN. CONTACT 4. 80" MIN. HEIGHT WHEN IN THE PATH LOCAL JURISDICTION FOR APPROPRIATE OF TRAVEL, 60" MIN. OTHERWISE. INFORMATION. 4. SIGNS SHALL BE LOCATED CURB SIDE SO THAT A 24" OVERHANG OF A PARKED VEHICLE SHALL NOT DAMAGE IT. HANDRAIL AND CURB 3" f 1" HIGH WHEEL GUIDE 4" OR MORE DROP ADJACENT HAZARD PREP, PRIME, AND PAINT. SEE EXTERIOR o ELEVATIONS FOR I BOLLARD LOCATIONS. 4- TYP. PIPE BOLLARD WITH CONCRETE FILL. BOND BREAK FELT d C .. a � Z � O � CONCRETE d.I FOOTING I 4. d o� 9 d a a. BOLLARD DETAIL SCALE: 3/4" = 1'-O" EXTERIOR HAZARDS: 1. ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN A VERTICAL HEIGHT, SUCH AS AT PLANTERS, FOUNTAINS OR FOUNDATIONS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS, OR OTHER PEDESTRIAN WAYS, REQUIRE WARNING CURBS AT LEAST 6" HIGH ABOVE THE WALKING SURFACE. NO CURB IS REQUIRED IF A GUARDRAIL IS PROVIDED CENTERED 3" PLUS OR MINUS 1" ABOVE SURFACE OF WALK OR SIDEWALK. FLOORS: 1. FLOORS OF A GIVEN STORY ARE A COMMON FLOOR LEVEL THROUGHOUT, UNLESS CONNECTED BY CONFORMING RAMPS, ELEVATORS OR OTHER ACCESSIBLE MEANS OF VERTICAL ACCESS. 2. ALL FLOORS SHALL BE SLIP RESISTANT NOTES: 1. OBJECTS PROJECTING FROM WALLS WHOSE LEADING EDGES ARE BETWEEN 27" AND 80" ABOVE FINISH FLOOR CANNOT PROTRUDE MORE THAN 4" INTO WALKS AND HALLS. 2. OBJECTS WHOSE LEADING EDGES ARE AT OR BELOW 27" ABOVE FINISH FLOOR MAY PROTRUDE ANY DISTANCE, BUT MAY NOT REDUCE THE REQUIRED CLEAR SPACE. 3. FREE STANDING OBJECTS ON POSTS OR PYLONS MAY OVERHANG 12" MAX. FROM 27" TO 80" ABOVE FINISH FLOOR AND HAVE A RADIUS CORNER OF .125 INCHES. 4. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACE SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. RECEIVED CITY OF TUKWILA JUN 1 1 2Q15 PERMIT CENTER RE WED FOR CODE C�MF�LIANC� ASP 01PED SEP 2 4 2015 City of.Tulw{a BUILDING DIVISION GENERAL: 1. ACCESSIBILITY STANDARDS MAY VARY SLIGHTLY FROM THOSE SHOWN HERE ACCORDING TO THE REFERENCED STANDARDS OF THE APPLICABLE CODES, (ANSI A117.1 (U.B.C.)), THE YEAR OF THE CODE ADOPTED AT THE TIME OF THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, THE LOCAL JURISDICTION REQUIREMENTS, THE CODE ITSELF AS STATED (I.B.C.), THE REQUIREMENTS OF AN ADOPTED STATE LAW OR A PRECEDENT PREVIOUSLY SET FOR COMPLIANCE BY THE JUSTICE DEPARTMENT (A.D.A.). 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE ARCHITECT AND/OR THE CIVIL ENGINEER OF ANY DISCREPANCIES, SUBTLE OR OTHERWISE, FROM WHAT IS SHOWN HERE AND THE APPLICABLE CODE/LAW/ORDINANCE. 3. THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AID FOR BUILDING AND CONSTRUCTION. rTAE 4REGISTERED ARC ITECT NNETH MCCRACKEN T OF WASHINGTON 06103115 Seal KJM/1168 Cn > w z W _W > W � CL J < W I CO CO z O > Z J H U) z (n H W 0- w (n m W :2 :E LIJ z W � O a- 0 Z Z Q 0_ 0 O = F-- J Q = I-- J Q z 0 J Q� O_ W _ W = =) m LU Q Ln \ Ln Ln \ N Ln \ ro Ln \ LO \ aaaaaaa z T��T • I�L��TT f 11�ti' 3k , �• 04 �T) 0 Project Number SCR14001.0 Sheet Name ACCESSIBILITY AND SITE DETAILS Number 41N. RESTAURANTS CAFETERIAS AIN. MULTIPLE SACTION COUNTERS NOTE: WHERE A SINGLE COUNTER CONTAINS MORE THAT ONE TRANSACTION STATION, SUCH AS (BUT NOT LIMITED TO) A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5 PERCENT (5%), BUT NEVER LESS THAN ONE, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36" LONG AND NO MORE THAN 28"-34" HIGH. COUNTER SCALE: N.T.S. NOES: 1. continued: MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "1". 1113-703.2.E STROKE DOOR NOES: THICKNESS: STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15 PERCENT MAX. OF 1. ALL EXIT DOORS SHALL BE PIVOTED OR SIDE HINGED SWINGING TYPE. XI T THE HEIGHT OF THE CHARACTER. 11B-703.2.7 CHARACTER SPACING: CHARACTER SPACING SHALL 2. THE MINIMUM SIZE FOR ANY DOOR SHALL BE 3'-0"x6'-8" AND SHALL RAISED CHARACTERS BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A HAVE A MINIMUM OF 32" CLEAR. MESSAGE, EXCLUDING WORD SPACES. WHERE CHARACTERS HAVE A RECTANGULAR CROSS 3. ALL DOORS SHALL HAVE A LEVEL FLOOR OR LANDING ON EACH SIDE OF SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE A INCH MIN. AND 4 THE DOOR NOT TO EXCEED A MAXIMUM OF 1 /4" PER FOOT OR 2%. TIMES THE RAISED CHARACTER STROKE WIDTH MAX. WHERE CHARACTERS HAVE OTHER CROSS FLOOR FINISH TO BE FLUSH 4. A MINIMUM BOTTOM RAIL OF SOLID FLAT SURFACE SHALL BE A MINIMUM SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE ii INCH MIN. AND 4 OR MEET SLOPE STANDARDS 10" (NO GLAZING PERMITTED). THE BOTTOM RAIL AT THE PUSH SIDE 00 00 00 0 TIMES THE RAISED CHARACTER STROKE WIDTH MAX. AT THE BASE OF THE CROSS SECTIONS, AND FOR TRANSITIONS AS SHOWN SHALL BE SMOOTH & UN-INTERUPTED. INCH MIN AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAX. AT THE TOP OF THE ON BOTH SIDES. 5. DOUBLE DOOR WIDTH SHALL BE 3'-0" NOMINAL OPENING (ACTIVE LEAF). GRADE 2 BRAILLE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE 2 6. NO REVOLVING DOOR ALLOWED FOR ACCESSIBLE DOORS. (CENTER OR FLUSH ELEMENTS 8 INCHE MIN. 11B-703.2.8 LINE SPACING, SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MIN. AND 1 LEFT) 1 2" MAX. 10" MIN. z X Q 170 PERCENT MAX OF THE RAISED CHARACTER HEIGHT. 11B-703.2.9 FORMAT, TEXT SHALL BE IN 0 i!�, � BOTTOM RAIL DOOR HARDWARE NOES: A HORIZONTAL FORMAT. AT 1:2 SLOPE L N 1. DOORS SHALL BE OPERABLE FROM SINGLE EFFORT, NO GRASPING OR ao 0 2. BRAILLE SHALL BE CONTRACTED GRADE 2), SHALL HAVE A DOMED OR ROUNDED SHAPE AND RUBBER BUMPER ( ) 1 4" MAX. ON CHAIR WRIST MOVEMENT USING LEVERS, PUSH -PULLS OR PANIC DEVICES, AND SHALL COMPLY WITH TABLE 1113-703.3.1. SHALL BE OPENABLE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE 3. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE THE DOOR. WHERE OR EFFORT. THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL 2. LATCHING AND LOCKING DOORS THAT ARE HAND OPERATED AND WHICH BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY TO THE RIGHT. THRESHOLD ARE IN A PATH OF TRAVEL ARE OPERABLE BY LEVER TYPE, PANIC BARS, WHERE REQUIRED: TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: // PUSH-PULL ACTIVATING BARS, U-SHAPED HANDLES OR OTHER HARDWARE 1. EACH GRADE -LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE DESIGNED TO PROVIDE PASSAGE. LOCKED EXIT DOORS SHALL OPERATE AS WORD, "EXIT". ABOVE IN EGRESS DIRECTION. FINISHED FLOOR 2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LVEL EXTERIOR EXIT BY MEANS OF A COMPRESSED CARPET // 3. HARDWARE SHALL BE MOUNTED AT 34" MIN.-44" HIGH. NOES: STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS 1/4" MAX. BELOW FINISH FLOOR 4. DOOR CLOSERS SHALL PROVIDE A MINIMUM OF 5 SECONDS TO MOVE AS APPROPRIATE: THRESHOLD EVEN FROM A 90 DEGREE OPEN POSITION TO A POINT 12 DEGREES FROM THE 1. 118-703.2-RAISED CHARACTERS SHALL COMPLY WITH SECTION 1113-703.2 AND SHALL A. "EXIT STAIRS DOWN" LATCH. BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION 1113-703.3. RAISED THRESHOLD CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 11B-703.4. B. "EXIT RAMP DOWN" 11B-703.2.1 DEPTH: RAISED CHARACTERS SHALL BE h INCH MIN. ABOVE THEIR C. "EXIT STAIRS UP" EFFORT TO OPERATE DOORS: BACKGROUND. 11 B-703.2.2 CASE: CHARACTERS SHALL BE UPPERCASE. 11 B-703.2.3 D. "EXIST RAMP UP" 0 INTERIOR DOOR = 5 POUNDS STYLE: CHARACTERS SHALL BE SANS SHERIF. CHARACTERS SHALL NOT BE ITALIC, 3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF AN 0 EXTERIOR DOORS = 5 POUNDS OBLIQUE, SCRIPT, HIGHLY DECORATIVE OR OF OTHER UNUSUAL FORMS. 116-703.2.4 EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH 0 FIRE DOORS = 15 POUNDS MAX. -THE MIN. OPENING FORCE CHARACTER PROPORTIONS: CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WORDS, "EXIT ROUTE". ALLOWED BY THE APPROPRIATE THE WIDTH OF THE UPPERCASE LETTER "0" IS 60 PERCENT MIN. AND 110 PERCENT 4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT ADMIN. AUTHORITY. IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE". R EXIT TACTILE SIGN 5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE DOOR THRESHOLD AND HARWARE 1 SCALE: N.T.S. WORDS, "TO EXIT".O SCALE: N.T.S. SPACE IS NECESSARY TO ALLOW BACKING AND TURNING SPACE FOR A WHEELCHAIR TO CLEAR ANY DOOR IN ANY POSITION F_ REQUIRED AS REQUIRED CLEAR SPACE PROVIDE THIS 32" 12" I ADDITIONAL 00 CLEAR MI . SPACE IF DOOR HAS A LATCH i AND A CLOSER. SCALE: N.T.S. 8" MIN 32" CLEAR PULL SIDE 36" MIN. z 0 PULL SIDE z i i PUSH SIDE 32" 24" MIN CLEAR CONVENIENCE OR CONTROL DEVICE SWITCH PEP// '' IJ PULL 0 X Cmm Q CHORD z_ �- X w 0 m WINDOW 0 0 X O F �w= OPERATOR CONVENIENCE : m w � 0 0w 0��- OUTLET `� f- o - � 00 0V) NOES: CONTROLS, SWITCHES AND OUTLETS 1. MANUALLY OPERATED SWITCHES AND CONTROLS OF LIGHTS, POWER, HEAT, VENTILATION, WINDOWS, DRAPERIES, DOORS AND SIMILAR CONTROLS OF FREQUENT AND ESSENTIAL USE ARE TO BE CENTERED BETWEEN 36" AND 48" FROM FLOOR. ELECTRICAL SWITCHES AND OUTLETS LOW REACH IS MEASURED TO BOTTOM OF OUTLET BOX & HIGH REACH IS MEASURED TO TOP OF OUTLET BOX. 11 B-308.1.1 & .2. 2. CONVENIENCE OUTLETS USED IN MOVABLE PARTITIONS OR WINDOW WALLS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. 3. EXISTING BUILDING MUST MEET SAME REQUIREMENTS AS NEW CONSTRUCTION UNLESS AN UNREASONABLE HARDSHIP IS GRANTED BY THE ENFORCING AGENCY. *NOTE: 48" MINIMUM IF DOOR HAS A CLOSER DCAPU nCDTU z 0 44" MIN. in O 32" MIN. w GREATER THAN TO 25" MAX. FORWARD REACH OVER OBSTRUCTIONS REACH RANGE NOES • FORWARD REACH TO WALL MOUNTED OBJECTS W/O OBSTRUCTIONS 1. 30%48" CLEAR FLOOR SPACE FOR FORWARD APPROACH IS PROVIDED TO OBJECT. 2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE ADJOINS AN ACCESSIBLE ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. 3. MAXIMUM 48" FORWARD REACH HEIGHT FROM THE FLOOR SURFACE. 4. MINIMUM 15" LOW FORWARD REACH HEIGHT FROM THE FLOOR SURFACE. • FORWARD REACH OVER OBSTRUCTIONS 1. MAXIMUM 44" FORWARD REACH HEIGHT FROM FLOOR SURFACE. • SIDE REACH - WALL MOUNTED OBJECTS W/O OBSTRUCTIONS 1. 30%48" CLEAR FLOOR SPACE FOR PARALLEL APPROACH IS PROVIDED AT OBJECT. 2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE ADJOINS AN ACCESSIBLE ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. 3. CLEAR FLOOR SPACE BEGINS A MAXIMUM OF 10" FROM THE WALL. 4. MAXIMUM 48" REACH HEIGHT FROM THE FLOOR SURFACE. 4. MINIMUM 15" LOW REACH HEIGHT FROM THE FLOOR SURFACE. • SIDE REACH OVER OBSTRUCTIONS 1. MAXIMUM HEIGHT OF OBSTRUCTION IS 34" FROM THE FLOOR SURFACE. 2. MAXIMUM DEPTH OF OBSTRUCTION IS 24".MAXIMUM 46" SIDE REACH HEIGHT FROM THE FLOOR SURFACE. 44" MIN. ACCESS ON TWO SIDES 36" MIN. REV 0-6 FOR CODE cOMMANOM APP ME SEP 2 4 2015 City of TAvAla BUILDING WAS DECEIVED CITY OF TUKWILA JUN 1 12015 PERMIT CENTER CORRESPONDING REACH HEIGHTS FOR GIVEN DEPTHS: WHEN D = 10" OR LESS, H = 54" MAX. WHEN D = 11", H = 53.5" MAX. WHEN D = 12", H = 53.0" MAX. WHEN D = 13", H = 52.5" MAX. WHEN D = 14", H = 51.5" MAX. WHEN D = 15", H = 51.0" MAX. WHEN D = 16", H = 50.5" MAX. WHEN D = 17", H = 50.0" MAX. WHEN D = 18", H = 49.5" MAX. WHEN D = 19", H = 49.0" MAX. WHEN D = 20", H = 48.5" MAX. WHEN D = 21", H = 47.5" MAX. WHEN D = 22", H = 47.0" MAX. WHEN D = 23", H = 46.5" MAX. WHEN D = 24", H = 46.0 " MAX. 24" MAX. REACH DEPTH X U z a w o _ = X H > 0 = "F U es- w W F m 0 9664 REGISTERED AR ITECT STA E OF WASH NGTON I 06103115 Seal KJM/1168 V) w Of F- Z w W 5 w J Q w z Q Z I J (n D (J) SQ w Li w Q Z w (n m O L, J O Cf)� (n O z Q O J Q J Q 0 J J D� W W D m U11-1 u7 Lr) LO LC) `�, - LO N N N N N r� mil- LO Q aa a aa aa C � U) Cc.. w> •• { en •. • • CC Project Number SCR14001.0 Sheet Name ACCESSIBILITY DETAILS REACH DEPTH GREATER THAN I, 10" MAX. 10" TO 24" MAX. CONTROLS AND OPERATING MECHANISMS SCALE: N.T.S. REACH SCALE: N.T.S. Sheet Number AS2 60" VIN. W/ 9" TOE CLR,,, 5'-0" 661 MIN. W 0 TOE CLRI MIN. N x c 17"-1 " 6„ 17"-18» r 36" GRAB BAR N x¢ --36" GRAB BAR \� UU � 32" MIN. M W /�q 42" MIN. z U I I ~ Z Z Q LLI 32" MIN. z Z o d I 0 � 0 z CLEAR d CLEAR Jz_ = L SPACE_ � 0 �- I z �� __;01 -J \ / W W 59" X z 32" MIN. 0 CLEAR CLEAR I :: ;__ SPACE 0 Ln TOILET 4IN. LJ. I 60" W 9" TOE CL z_ LEVEL AND W/O TOE CL : z CLEAR I z rn I I M `-FLUSH ACTIVATOR NOTE: ON WIDE SEE DOOR MANEUVERING CLEARANCE 17"-18"� SIDE FOR REQUIRED DOOR CLEARANCES MULTIPLE ACCOMMODATION ROOMS - NEW CONSTRUCTION MULTIPLE ACCOMMODATION TOILET ROOMS SCALE: N.T.S. LAV. SHALL NOT 17"MIN/18"MAX. OVERLAP CLR. 17"MIN/18"MAX. 60" MIN. SPACE AT TOILET 60" MIN. 1,CENTERLINE 18" HOLD ENTERLINE 6" MAXIMUM OF FIXTURE CENTERLINE OF FIXTURE LZ LLOF FIXTURE 0 0 6" MAX. o L SIDE APPROACH INTERIOR COMPARTMENT, 1. FLUSH VALVE IS ON FRONT APPROACH WIDE SIDE OF TOILET AREA. 2. 44" MINIMUM FROM FLOOR TO FLUSH VALVE. 3. 5 Ib. MAXIMUM FORCE TO OPERATE VALVE. 4. SEE DETAIL G1 FOR HEIGHTS OF GRAB BARS AND ACCESSORIES. 17"MIN /18"MAX. CENTERLINE F FIXTURE FLUSH ACTIVATION 0 18" HOLD ON WIDE SIDE CENTERLINE LiOF FIXTURE 36" MINIMUM GRAB BAR o LL MINIMUM LAV. SHALL NOT42" GRAB BAR OVERLAP CLR. SPACE AlTOILET 8,1 z 32" MIN. MAX. CLEAR T _ _ EDGE OF O \ z WATER CLOSET 48' x60`�9A9��� G,� 00 (12" WHEN USED CL AR FLOORACE 'L / 60' 6 N. W/9" TOE CLR BY CHILDREN) MIN. W 0 TOE CL _ - -- _ zQ _ � 0 I J W 18" 32" MIN. I SINGLE ACCOMMODATION ROOMS - NEW CONSTRUCTION MIN. CLEARANC NOTE: SEE DOOR MANEUVERING CLEARANCE FOR REQUIRED DOOR CLEARANCES RESTROOM/TOILET PLANS SCALE: N.T.S. 12" WHEN USED BY CHILDREN) CZO" AAIKI FRONT APPROACH TO OUTWARD-SWNGING SIDE -OPENING TOILET COMPARTMENT DOOR C.(1'l AAIKI dR" AAINI FRONT APPROACH TO INWARD -SWINGING, SIDE -OPENING TOILET COMPARTMENT DOOR MANEUVERING CLEARANCES AT ACCESSIBLE TOILET COMPARTMENTS SCALE: N.T.S. TOILET ROOM NOTES: 1. CLEAR ACCESS A MIN. OF 44" IN WIDTH THROUGHOUT SANITARY FACILITY TO REACH THE HANDICAPPED COMPARTMENT. (48" CLEAR @ HINGE SIDE APPROACH TO COMPARTMENT). 2. A CLEAR SPACE OF SUFFICIENT SIZE TO INSCRIBE A 60" DIAMETER CIRCLE WITHIN THE SANITARY FACILITY ROOM AT A HEIGHT OF 27" A.F.F. DOORS OTHER THAN THE TOILET COMPARTMENT DOOR MAY NOT ENCROACH MORE THAN 12". 3. WHERE 6 OR MORE STALLS ARE PROVIDED OR WHERE THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES; 1 SHALL BE SIDE TRANSFER STALL AS SHOWN, AND 1 SHALL BE A 36" WIDE SEMI -AMBULATORY STALL. ACCESSIBLE COMPARTMENT DOOR: 1. EQUIPPED WITH AN AUTOMATIC CLOSING DEVICE:(CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQ'D. TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MIN.) SPRING HINGES: (HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN.) 2. CLEAR OPENING WIDTH OF 32" IF LOCATED AT THE END. 34" IF LOCATED AT SIDE OF COMPARTMENT. 3. COMPARTMENT DOOR PROVIDES MINIMUM 9" CLEARANCE FOR FOOTRESTS UNDERNEATH DOOR. 4. INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR IS EQUIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH IA S FLIP -OVER STYLE, SLIDING, OR OTHER HARDWARE NOT REQUIRING TIGHT GRASPING OR TWISTING. 5. OPENING HARDWARE IS CENTERED BETWEEN 34" AND 44" ABOVE FINISH FLOOR. 6. DOOR MAY SWING IN OR OUT. COMPLY WITH CLEAR SPACE REQUIREMENT FOR ALL DOORS. SEE 16/AS3. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQ'D. AT ANY FIXTURE. WHERE THE TOILET ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE 30" MIN. X 48" MIN. IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQ'D. FOR ANY FIXTURE.. 125 380 r 89 I F I I I � Io L---- I I L--� FORWARD APPROACH PARALLEL APPROACH (EXISTING BUILDINGS) NOTES: 1. A CLEAR FLOOR SPACE POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED. PROVIDE KNEE AND TOE SPACE. THE CLEAR SPACE SHALL BE CENTERED ON THE DRINKING FOUNTAIN. EXCEPTION. IN EXISTING BUILDINGS, DRINKING FOUNTAINS WITH A PARALLEL APPROACH , CENTERED ON THE DRINKING FOUNTAIN SHALL BE PERMITTED 2. OPERABLE PARTS SHALL COMPLY WITH OPERABLE PARTS REQUIREMENTS. 3. SPOUT OUTLETS OF WHEELCHAIR ACCESSIBLE DRINKING FOUNTAINS SHALL BE 36 INCHES MAXIMUM ABOVE THE FLOOR. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43 INCHES MAXIMUM ABOVE THE FLOOR. 4. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES MINIMUM IN HEIGHT. THE ANGLE OF THE WATER STREAM FROM THE SPOUTS WITHIN 3 INCHES OF THE FRONT OF THE DRINKING FOUNTAIN SHALL BE 30 DEGREES MAXIMUM, AND FROM SPOUTS BETWEEN 3 INCHES AND 5 INCHES FROM THE FRONT OF THE DRINKING FOUNTAIN SHALL BE 15 DEGREES MAXIMUM, MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE DRINKING FOUNTAIN. DRINKING FOUNTAINS 1! SCALE: N.T.S. c LAVATORY NOTES: 1. PROVIDE A CLEAR SPACE 30"x48" MIN. IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDER LAVATORY. 2. INSULATE OR CONFIGURE HOT WATER SUPPLY AND DRAIN PIPING UNDER LAVATORIES TO PREVENT CONTACT. 3. NO SHARP OR ABRASIVE ELEMENTS ARE ALLOWED UNDER LAVATORIES. 4. FAUCET CONTROLS AND MECHANISMS ARE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, OR TWISTING OF WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 LBS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. 5. SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. �uJ SCALE: N.T.S. 39-41 54" MIN. Z 42" MIN. v 24'MIN. S 36" MIN. 12" HOLDER E GRAB BAR MAX. WITHOUT 00 24" / 121 Q� J d/I MIN. MINI i i z n 0) P� J o 17"-19" TO TOP OF z Q M z Q n ,� "� a TOILET SEAT LC� O o z 7" IN. 77" MIN 9" MAX. 18" MAX.' MIRROR PRODUCT DISPENSER SEAT TOWEL TOWEL COVER DISPENSER d & WASTE d WASTE SOAP Q 0 QLL 0 Q 0 0 O C O TO MIRROR SURFACE o 0 0 0 WATER CLOSET AND ACCESSORIES SCALE: N.T.S. i§�_V%W513 FOR a0, F.- AP O D SEP 2 4 2015 Pity of Tukwila [LOING DIVISION RECEIVED ' CITY OF TUKWILA i JUN 1 1 2015 PERMIT CENTER NOTES: 1. 2010 STANDARDS 225.3 STORAGE OF 1-200 SPACES REQUIRES MIN 5% TO BE ACCESSIBLE, BUT NO FEWER THAN 1. 2. 2010 STANDARDS 225.3 STORAGE OF 201 AND OVER REQUIRES MIN 10, PLUS 2% OF TOTAL NUMBER OF UNITS OVER 200. 3. 2010 STANDARDS 225.3.1 DISPERSION OF ACCESSIBILITY AMONGST THE VARIOUS CLASSES OF SPACES PROVIDED. SUMMARY: PROJECT HAS 303 STORAGE UNITS. THUS 13 UNITS ARE REQUIRED TO BE ACCESSIBLE. ACCESSIBLE DOOR ASSIGNED TO 13 UNITS. SEE FLOOR PLAN FOR ADA DOOR LOCATIONS. STORAGE COUNTS SCALE: N.T.S. DA ROOM IENTIFICATION GN TRIKE SIDE F DOOR REA FOR I ARDWARE NOTES: 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 2. IDENTIFICATION SYMBOLS ARE TO BE CENTERED ON DOOR 60" ABOVE FLOOR. THE SIGN TO BE EGGSHELL MATTE, OR OTHER NON -GLARE FINISH AND CONTRAST OF THE SIGN DISTINCTIVELY CONTRAST THE COLOR AND CONTRAST OF THE DOOR. 3. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. 4. LETTERS & NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN., SHALL BE A MIN. OF 5/8" HIGH, A MAX. OF 2" HIGH, & SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED GRADE 2 BRAILLE. IF DOOR SWINGS OUT, BRAILLE IS TO BE MOUNTED ON LATCH SIDE OF THE DOOR. DO NOT MOUNT ON DOOR. 5. PICTOGRAMS IF USED IN CONJUNCTION WITH TEXT ARE LOCATED DIRECTLY ABOVE THE TEXT AND BE A MINIMUM OF 6". RESTROOM SIGNS SCALE: N.T.S. GRAB BARS: 1. LOCATE GRAB BARS ONE SIDE AND BACK OF TOILET, 33" ABOVE AND PARALLEL TO THE FLOOR, EXCEPT WITH A TANK -TYPE TOILET WHICH OBSTRUCTS PLACEMENT, THE GRAB BAR MAY BE AS HIGH AS 36". DIAMETER OF GRAB BAR IS 1 1/4" TO 1 1/2", OR SHAPE PROVIDES AN EQUIVALENT GRIPPING SURFACE. 2. IF GRAB BARS ARE MOUNTED ADJACENT TO WALL THE SPACE BETWEEN WALL AND BAR IS TO BE 1 1 /2". 3. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 4. GRAB BARS AND ANY SURFACE ADJACENT TO THEM CANNOT HAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGES ARE TO HAVE A MINIMUM RADIUS OF 1/8". 5. GRAB BAR CAPACITY SHALL BE A MINIMUM 250 POUNDS. TOILET ACCESSORIES: 1. WHERE TOWEL, SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSERS AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FLOOR. MINIMUM 30"X48" CLEAR FLOOR SPACE TO ALLOW FORWARD OR PARALLEL APPROACH TO ACCESSORIES. 2. TOILET TISSUE DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. 3. A MINIMUM 30"x48" CLEAR FLOOR SPACE OR GROUND SPACE IS PROVIDED TO ALLOW FORWARD TO PARALLEL APPROACH TO ACCESSORIES. 4. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE ADJOINS AN ACCESSIBLE ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. 5. WHEN MIRRORS ARE PROVIDED AT LOCATIONS OTHER THAN ABOVE LAVATORIES OR COUNTER TOPS AT LEAST ONE IS INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTIVE SURFACE 35" MAXIMUM ABOVE FINISH FLOOR OR GROUND. 6. CONTROLS AND OPERATING MECHANISM ARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GASPING, PINCHING, OR TWISTING OF THE WRIST. 7. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS 5 .LBS MAXIMUM. 8. COAT HOOKS AND SHELVING ARE LOCATED WITHIN APPROPRIATE REACH RANGES (48" MAX. ABOVE FLOOR RECOMMENDED). 9. IF MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE HAS A USABLE SHELF NO HIGHER THAN 44" ABOVE FLOOR. 10. WHERE LOCKERS ARE PROVIDED FOR THE PUBLIC, CLIENTS, EMPLOYEES, MEMBERS OR PARTICIPANTS, AT LEASE ONE LOCKER AND NOT LESS THAN 1 PERCENT OF ALL LOCKERS ARE ACCESSIBLE. 48" MIN. x 14" MIN. PROJECTION 17" MAX. " MAX. PROJECTION 30" 6" 00 d- 30" NOTE: IF X > 24" THEN AN ADDITIONAL MANEUVERING CLEARANCE OF 6" SHALL BE PROVIDED AS SHOWN 4 U RI NALS SCALE: N.T.S. to �Q N 0" - w Z W w 5; w Elf n O J Q 1 ~ Q w I m z 0 SQ z � J Q cn Z cn > LLJ m w I- 0- O U� D (n :�i O U w Z Z U) w 0 J J 0 Q J O Ctf Q W Q w J D a_a_==m Ln Ln Ln Ln \ Q L N V) \ N n �t In CD Q aaaaaaa C • co CE n TTLTTI En 00 •• • - L���T • 1 T1 1 104 • OT TO EXCEED URINAL DEPTH AT PRIVACY SCREEN IF Project Number CLEAR SPACE LESS THAN 30"" WIDE SCR14001.0 URINAL NOTES: 1. PROVIDE STALL -TYPE OR WALL HUNG URINALS WITH Sheet Name AN ELONGATED RIM AT MAXIMUM HEIGHT 17". FLUSH ACCESSIBILITY CONTROLS TO BE HAND OPERATED AND MEET SAME REQUIREMENTS AS FLUSH CONTROLS OF TOILET AND TO BE NO MORE THAN 44" ABOVE FLOOR. 2. ALTHOUGH NOT EMPHASIZED IN REGULATIONS, THE DETAILS ACCESSIBLE WALL HUNG URINAL SHOULD BE MAXIMUM ELONGATED RIM TYPE AVAILABLE. 3. WHERE URINALS ARE PROVIDED AT LEAST ONE SHALL HAVE A 30%48" MIN. CLEAR SPACE IN FRONT OF URINAL Sheet Number AS 3 0 2 3/16" = 1'-O" 1 3/16" = l'-O" FLOOR PLAN STORAGE Door i WOMENS R.R. MENS R.R. EXIT AISLE = 40' c6 2 0 tL c -0 0II ti m od 'LyT '� 3o�r =5 a � G 2 D �\ m 0 r==�rO� PATH OF TRAVEL =61' 1e ov 7 V *Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. *Self-contained "plugin" coolers or freezers (appliance type) shall not require a mechanical permit. WALK IN COOLER t-- - O I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I J� 6 S epp' 'I 5 sm /� , M 522 cam ��► � /� I -- - _ '° _ J U Y OFFICE STORAGE STORAGE J U Q DE), o: rll �I Q Q H it ly� WOMENS R.R. ENS R.R. II E I I C D) CO I III D I II I I I G I J I G II D I I I E D L E G I _ I I� -� F'_M II A M I I I I SALES AREA W I K I C I E I I -J -1 CASHIER) I --- i 11 I I I DEMOLITION FLOOR PLAN N Lei 0 1/4" a C 7 EXIT AISLE=41' M O C SHIER AR 10 27 i 18 2219 PATH OF TRAVEL =54' ❑ `m m 6 Y 6 6 50 �O 5'-1 1 4 Ice Cream - - / " z' s' S 1/zp Oscar Unit ltd-slep).JiUR�- NORTH Note to city inspectors: The yellow hi-lighted/clouded path is the portion of the egress system that is required to be tested to confirm compliance with section 1006.4 IBC. 2012113C 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... SERVICE BAY 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 be exceeded. B - - - - - - - - - - - - - - - - - - --- - - / - - - - - - - - - - - - - - \_ NEW FLOOR PLAN KEY NOTES FLOOR PLAN GENERAL NOTES O 1. ALL CABINETS SHOWN ARE OF METAL CONSTRUCTION, N.S.F. APPROVED, W/ REMOVABLE 1. (N) SLAB ON GRADE, SEE STRUCTURAL DRAWINGS. SAW -CUT CONCRETE CONTROL JOINT. ACCESS TO FLOOR SINKS MOUNTED ON 6" HIGH METAL LEGS. CABINETS, CONDIMENT ALIGN SAW -CUT CONTROL JOINTS W/ TILE LAYOUT. FOR TILE LAYOUT AND SPECIFICATIONS, BAR, AND MAGAZINE RACK SUPPLIED AND INSTALLED BY SUPPLIER. SEE SHEET Y01. SEE SHEET A2. 2. SEE SHEET A3 FOR ALL INTERIOR FINISH SPECIFICATIONS, DOOR SCHEDULE, DOOR 2. (N) STOREFRONT ENTRY DOOR. GC TO VERIFY OPENING PRIOR TO ORDERING DOOR, SEE HARDWARE AND STOREFRONT NOTES. STOREFRONT NOTES, SHEET All AND STRUCTURAL DRAWINGS. PROVIDE DOOR CLEARANCES PER DTL 19/AS2 AND LEVEL LANDING. SLOPE NOT TO EXCEED 2% IN ANY DIRECTION. 3. EXTERIOR COOLER DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION UON. FLOOR SINK DIMENSIONS ARE FROM FACE OF CONCRETE FOUNDATION UON. ALL MIN AND CLEAR 3. (N) EXTERIOR COOLER. GC TO VERIFY ALL EXISTING EXTERIOR WALL OPENINGS PRIOR TO DIMENSIONS ARE TO AND FROM FACE OF FINISH. DIMENSIONAL TOLERANCE FOR FORM ORDERING/FABRICATING EXTERIOR COOLER. WORK AND FINISHED CONCRETE INSTALLATION SHALL BE 1 /4" IN 10'-0" FOR PLAN DIMENSIONS AND ELEVATIONS. 4. (N) CASHIER CABINETS AND COUNTERTOPS INSTALLED BY OTHERS, SEE GENERAL NOTE #1. 4. FOR EQUIPMENT SCHEDULE AND MERCHANDISING LAYOUT SEE Y01 SHEET. 5. (N) EQUIPMENT CABINETS AND COUNTERTOPS INSTALLED BY OTHERS. SEE GENERAL NOTE #1. 5. FOR WALK-IN COOLER SPECIFICATIONS, SEE SHEET Y02. 6. MECHANICAL SUB CONTRACTOR TO DETERMINE ENVELOPE ENERGY COMPLIANCE. IF ADDITIONAL 6. ALL SEALANT TO BE PAINTABLE. SEAL PERIMETER OF ALL WALL OPENINGS AND JOINTS INSULATION IS NEEDED IN SALES, PROVIDE 1.5" Cl, 3.5 METAL STUD, R-13 BATT INSULATION WHERE MOVEMENT OF SURFACES WILL ADMIT AIR OR WATER INTO BUILDING. SEAL ALL AND 5/8" GWB ON THE INTERIOR SIDE OF THE EXISTING EXTERIOR SERVICE WALL. CONDUIT PENETRATIONS TO BUILDING. 7. GC TO INSTALL 2'X2' WINDOW SIGNS, LOCATIONS TO BE DETERMINED. 7. ALL HM DOORS, DOOR FRAMES AND HARDWARE ARE AVAILABLE FROM UNIVERSAL MANUFACTURING CO. FRAMES TO BE 16 GAUGE COLD ROLLED STEEL, MITERED, FITTED 8. NEW ROYSTON GONDOLAS INSTALLED BY GC, (E) GONDOLAS TO BE REASSEMBLED AND AND CONTINUOUSLY WELDED ON THE BACKSIDE WITH ALL WELDS GROUND SMOOTH. RELOCATED PER LAYOUT. PROVIDE THREE ANCHORS PER JAMB. EXISTING DOORS TO REMAIN UNLESS OTHERWISE DETERMINED BY OWNER. 9. GC TO INSTALL COFFEE AWNING. 8. ALL WOOD FRAMING MEMBERS IN CONTACT WITH CONCRETE OR CMU SHALL BE 10. GC TO INSTALL OVAL EGTG WINDOW SIGN AND ELECTRICAL CONNECTION IF REQUIRED. VERIFY PRESSURE TREATED DOUGLAS FIR LION, TYP. LOCATION. 9• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND INSTALL ALL 11. GC TO INSTALL ALL EM EQUIPMENT, EXCEPT BEVERAGE AND REFRIGERATION. WOOD BLOCKING, FURRING STRIPS, OR GROUNDS DETAILED OR REQUIRED TO PROVIDE ANCHORAGE FOR ALL FINISHES, ACCESSORIES, FIXTURES, ETC. AS REQUIRED TO 12. GC TO PROVIDE AND INSTALL NEW BLACK SLAT WALL IN CASHIER AREA. COMPLETE ALL WORK. ALL BLOCKING AND OR/BACKING SHALL BE SECURELY BOLTED OR 13. GC TO INSTALL ELECTRICAL CEILING DROP FOR HYDRAZONE AND PROVIDE ELECTRICAL OTHERWISE ANCHORED IN PLACE. CONNECTION FOR ROOF MOUNTED REMOTE CONDENSER UNIT. INSTALL CHASE AND PAINT 10. DOORS WITHOUT LATCHES DO NOT REQUIRE 12" MIN CLR SPACE ON THE PUSH SIDE / INTERACTIVE CREAM. STRIKE EDGE. THE PUSH SIDE CLEARANCE IS ONLY REQUIRED WHEN THE DOOR HAS 14. GC TO INSTALL BEAUTY SHOTS/MENU BOARDS. LOCATE PER CHEVRON PM. AND L G 4. 15. GC TO INSTALL IN-STORE MUSIC SYSTEM WITH RECESSED CEILING SPEAKERS. 11. EXIT ACCESS TRAVEL DISTANCE PER IBC TABLE 1016.2 IS REQUIRED TO BE LESS THAN 200'. MAX TRAVEL DISTANCE PROVIDED IS 54'. MINIMUM CLEAR AISLE WIDTH FOR 16. GC TO INSTALL LIQUOR RACK. PROVIDED BY OTHERS. EXIT AISLE SHALL NOT BE LESS THAN 36' PER IBC 1017.3 MINIMUM CLEAR AISLE WIDTH IS 36.5". 17. HYDRAZONE W/ REMOTE CONDENSER INSTALLED BY NOR CAL BEVERAGE. 6 18. ICEE INSTALLED BY OTHERS. 19. GC TO INSTALL 3'X3' EXTERIOR POP SIGN FRAME, VERIFY LOCATION. 20. INSTALL TACTILE EXIT SIGN, SEE DTL. 18, SHEET AS2 21. FLOOR SINK UNDER 3 COMPARTMENT SINK, PLUMBING IS DESIGN BUILD BY SUB -CONTRACTOR. 22. GC TO INSTALL A 6" PVC SLEEVE THROUGH WALL FOR BAG -IN -BOX SYRUP LINES. BOTTOM OF SLEEVE TO BE LOCATED @ 12" AFF. EDGES OF SLEEVE TO BE SANDED SMOOTH TO AVOID DAMAGE TO SYRUP LINES. CONFIRM LOCATION WITH APPROVED EQUIPMENT LAYOUT. 23. WATER HEATER OVER MOP SINK, PLUMBING IS DESIGN BUILD BY SUB -CONTRACTOR. 24. WRAP WALL BEHIND MOP SINK WITH FRP FLOOR TO CEILING. 25. INSTALL ZA10BC FIRE EXTINGUISHER LOCATION(S) PER FIRE MARSHAL. 26. CONFIRM LOCATION OF KNOX BOX PER FIRE MARSHAL. RELOCATE AS NECESSARY OR PROVIDE NEW. 27. GC TO INSTALL TOBACCO BACK BAR SECURELY TO WALL AND VERIFY ELECTRICAL CONNECTION. 28. GC TO EXTEND EXISTING WALL FINISH TO 6" PAST SALES AREA CEILING HEIGHT. 29. SLAB ON GRADE DOWELED INTO EXISTING SLAB. SEE STRUCTURAL. 30. METAL PANEL WALL @ REMOVED WINDOW INFILL. MATCH EXISTING CONSTRUCTION. 31. COLUMN PER STRUCTURAL. FURR WITH METAL CHANNEL AND 5/8" GYP BD. 32. REPLACE FIRE ALARM PANEL WITH NEW DIGITAL VERSION. DEMOLITION FLOOR PLAN NOTES G) A. (E) WALL TO BE REMOVED. B. (E) OVERHEAD DOOR, TRACKS AND ASSOCIATED HARDWARE TO BE REMOVED. C. (E) DOOR AND FRAME TO BE REMOVED. D. (E) COLUMN TO BE CUT UP TO NEW BEAM. SEE STRUCTURAL. PATCH AND REPAIR SLAB. E. ALL (E) SALES AREA AND SERVICE BAY COUNTERS AND CABINETS TO BE REMOVED. F. (E) STOREFRONT GLAZING AND FRAME TO BE REMOVED IN PREPARATION FOR STOREFRONT DOOR. G. (E) COLUMN TO REMAIN, SEE STRUCTURAL DRAWINGS. H. (E) ELECTRICAL AND CONTROL PANELS TO BE RELOCATED. COORDINATE WITH DESIGN BUILD SUB CONTRACTOR. I. REMOVE (E) COFFEE EQUIPMENT FROM CABINET AREAS. J. REMOVE AND DISPOSE OF (E) FLOOR COVERINGS IN STORAGE/OFFICE AREAS IN PREPARATION FOR SEALED CONCRETE FINISH. K. REMOVE AND DISPOSE OF (E) TILE FLOOR COVERINGS IN SALES AREA IN PREPARATION FOR NEW TILE FINISH. L. REMOVE AND DISPOSE OF ANY CEILING TILES, SOFFITS, LIGHTS, SPACE HEATERS THROUGHOUT SALES AND SERVICE AREA. COORDINATE WITH DESIGN BUILD SUB CONTRACTORS. M. REMOVE (E) LIQUOR RACK, CIGARETTE MERCHANDISER AND SIGNAGE AT CASHIER AREA. N. PAINT CONTRACTOR TO REMOVE (E) DECALS AND GRAPHICS AT ENTRANCE DOORS. 0. REMOVE (E) HANGING AND WINDOW SIGNAGE. P. (E) GONDOLAS TO REMAIN AND BE RELOCATED AS PER LAYOUT. Q. (E) RESTROOMS TO REMAIN IN THEIR ENTIRETY. CLEAN, PATCH OR REPLACE, AS REQUIRED, FOR LIKE NEW APPEARANCE. R. (E) ATM TO REMAIN. S. REMOVE PASS THROUGH DRAWER. MECHANICALLY FASTEN EXTERIOR OPENING. T. REMOVE UNDER COUNTER SAFE AND POS. CONFIRM RELOCATIONS WITH OWNER. U. CEILING AND LIGHTING TO REMAIN. V. LIGHTING TO BE REMOVED. SALVAGE FOR POSSIBLE REUSE/RELOCATION. CONFIRM WITH OWNER. W. CEILING TO BE REMOVED. X. WINDOWS TO BE REMOVED. Y. REPLACE FIRE ALARM PANEL WITH NEW DIGITAL VERSION. DEMOLITION LEGEND ITEMS TO REMAIN - - - - - - - - - - ITEMS TO BE REMOVED DEMOLITION GENERAL NOTES 1. THE GENERAL EXTENT OF DEMOLITION WORK IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXTENT OF DEMOLITION AND REMODELING WORK AND FAMILIARIZE HIMSELF WITH THE CONDITIONS UNDER WHICH THE WORK SHALL BE PERFORMED. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK SHOWN OR NOT SHOWN BUT IS REQUIRED TO COMPLETE DEMOLITION, OR FOR PATCHING REQUIRED AS A RESULT OF NEW WORK OR DEMOLITION. 2. DEMOLITION INCLUDES REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS AND MATERIAL. CONTRACTOR SHALL PROVIDE DUMPSTER OR OTHER SUITABLE MEANS OF DISPOSAL OF DEMOLISHED MATERIAL AND CONSTRUCTION DEBRIS. DUMPSTER SHALL BE PLACED IN AN APPROVED LOCATION. 3. GENERAL CONTRACTOR SHALL EXECUTE ALL DEMOLITION AND REMOVAL CAREFULLY, SO AS TO MINIMIZE INTERFERENCE WITH EXISTING CONDITIONS, NEW CONDITIONS, OR SITE CONDITIONS. REPAIR AREA TO MATCH ADJACENT MATERIALS AT ALL AREAS OF DEMOLITION AND/OR RELOCATION. WHERE ITEMS ARE DEMOLISHED FOR INSTALLATION OF NEW CONSTRUCTION PREPARE THESE AREAS TO ACCEPT NEW CONSTRUCTION. PATCH/ REPAIR ALL AREAS NOT SPECIFICALLY MENTIONED BUT ARE REQUIRED FOR A FINISHED CONDITION. 4. WHERE BUILDING SYSTEMS SUCH AS PLUMBING, MECHANICAL, ELECTRICAL AND/OR OTHER SYSTEMS OR ITEMS ARE INDICATED TO BE REMOVED OR REMODELED THE GENERAL CONTRACTOR SHALL ENSURE THAT THE PORTION OF SYSTEMS OR ITEMS THAT ARE ABANDONED BE REMOVED AND THAT THE SYSTEM BE SEALED AND /OR CAPPED TO THE EXTENT THAT THERE IS NO INTERFERENCE WITH FINAL FINISH CONDITION. THERE SHALL BE NO INDICATION OF REMOVED SYSTEM. 5. THE GENERAL CONTRACTOR IS TO STOP WORK IF ANY STRUCTURAL MEMBERS OR ITEMS ARE ENCOUNTERED DURING DEMOLITION THAT ARE NOT INDICATED ON DRAWINGS OR THAT WAS CONCEALED. NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED -OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT OR STRUCTURAL ENGINEER UNO. 6. CUT, CAP AND PATCH ALL (E) EXCESS/UN-USED AND EXPOSED ELECTRICAL WIRING, CONDUITS, GAS LINES, HVAC EQUIPMENT AND DUCTWORK, PLUMBING LINES FROM THE SURFACE OF WALLS, CEILINGS AND FLOORS. COORDINATE WITH DESIGN BUILD SUB CONTRACTORS. 7. REMOVE ALL SHELVING, SLAT WALL AND MERCHANDISING EQUIPMENT FROM SALES AREA AND SERVICE BAY WALLS IN PREPARATION FOR NEW FINISHES. SALVAGE EQUIPMENT PER OWNER DIRECTION. 8. REMOVE ALL FREESTANDING COOLERS, FREEZERS AND EQUIPMENT AND SALVAGE FOR POSSIBLE RELOCATION. ADDITIONAL REMODELING NOTES FOR CONTRACTORS 1. GC TO PATCH/REPAIR WALL DAMAGES BY REMOVING WALL TREATMENTS. 2. PAINTING CONTRACTOR TO PREP THE WALL SURFACES FOR FINAL GRAPHICS INSTALLATION QUALITY. PAINT AND APPLY STORE GRAPHICS COMPLETE PER EXTRA MILE IMAGE GUIDELINES. GRAPHICS PURCHASE LIST TO BE PROVIDED BY CHEVRON. 3. GC SHALL REMOVE FIXTURES AS INDICATED ON THE DEMO FLOOR PLAN. ITEMS TO BE DEMOLISHED ARE INDICATED WITH DASHED LINES. ALL OTHER EQUIPMENT AND STORE FIXTURES ARE TO BE REMOVED AND DISPOSED OF UNLESS OTHERWISE SPECIFIED BY STORE OWNER. 4. ELECTRICAL CONTRACTOR SHALL EXAMINE THE EXISTING LOCATIONS AND TYPE OF SUPPLY FOR ALL EQUIPMENT AND CREATE A PLAN FOR RELOCATION AND ADDING NEW OUTLETS FOR ALL EQUIPMENT TO BE USED. AFTER CLIENT APPROVAL, CONTRACTOR SHALL OBTAIN ELECTRICAL PERMITS BEFORE BEGINNING WORK. ALL WORK IS TO COMPLY WITH LOCAL CODES. USE PERMANENT LABELS AT RECEPTACLES AND BREAKERS. 5. SECURITY CAMERAS AND MIRRORS ARE TO BE LEFT IN PLACE. IT IS THE OWNERS RESPONSIBILITY TO COORD. MODIFICATIONS IF DESIRED. 6. GC TO CLEAN COOLER DOORS AND ALL WIND ALL EQUIPMENT SIGNAGE AND Vd 'A SURFACES MUST BE WIP T F �!OF DUST AND FAiGERPRAS. do bn • rl crroix Architects 19401 40th Ave. West, Suite 300 Lynnwood, Wa. 98036 Ph. (425) 405-7746 e-mail: dwallace@PMDGinc.com Kenneth McCracken, Architect w f-1 W Ld :2 OU z a- w W J I- :2 J � Q Ld w m Of w a O Z g � z ¢ U) z _ Q > LU J a- F- I- Z W {- J m FW- U) U) m � � o LLLJ a- m w cn z z f 7-o 0 J � /'� �/'� TW TW MZ/y� WW c- w U') Ln Ln LO ��� L0 N N N r') N d- N Lr) n c0 r- 00 N 00 11< a a a a Z O co a a: 0 W > I 00 � Z O W Q Uo� W, � J_ O 'Q N H �2 RE CD ,.t.I CITY OF TUKWILA SEP 0.2 2015 Project Number SCR14001.0 Sheet Name DEMO AND Sheet Number Al -a r' -I®s /- CLIP PER STRUCT. DWGS. SUSPENI CEILING SEE NO' PER RCI If EXIST. CONT M ANGLE P MIN 3/4 AT UNA WALLS NOTE: SEE ROOM FINISH SCHEDULE FOR CEILING HEIGHT SUSPENDED CEILING NOTES: A. INSTALLATION TO BE PER NWCB TECHNICAL DOCUMENT, SUSPENDED CEILINGS 401, FOR SUSPENSIONS SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS SEISMIC DESIGN CATEGORIES D, E & F. B. A HEAVY TYPE OF T-BAR CEILING SHALL BE USED. C. THE WIDTH OF PERIMETER CLOSURE ANGLE SHALL BE 2" MINIMUM IN WIDTH. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A MINIMUM 0.75" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE. D. FOR CEILING AREA EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL. E. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TITLE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS IS PERMITTED. F. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. G. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. H. SUSPENDED CEILINGS SHALL BE SUBJECT TO PERIODIC SPECIAL INSPECTION REQUIREMENTS. THE INSPECTION ENTAILS MANUFACTURER CERTIFICATION OF COMPONENT PERFORMANCE AND PERIODIC INSPECTION OF THE SUSPENDED CEILING SYSTEM ANCHORAGE SYSTEM. 4 1"=1'-0" TYPICAL CEILING DETAIL 3 THRESHOLD NO SCALE HRESHOLD IN FULL SETTING MATERIAL CERAMIC WALL TILE WATER RESISTANT GYP. BD., INSTALL TILE PLUMB, SMOOTH AND TRUE CABINETS (WHERE OCCURS) CERAMIC TILE BASE CERAMIC TILE 1/4" THICK MAX. SETTING BED, TYP. CAULK JOINT 1 O OFFICE ® CEILING HEIGHT O STORAGE STORAGE CEILING HEIGHT O O Q 0 0 0 0 0 0 WALK IN COOLER- CEILING PER COOLER MANUFACTURER El O O01 WOMENWOMENS R.R. M N R.R. -01 0 _x SALES AREA 2 O O ° PROPOSED (TOP 12'-3• AFF OF HIGHEST CASHIER AREA O 5 3/16" = V-0" REFLECTED CEILING PLAN 11 REFLECTED CEILING NOTES 0 1. OPEN TO STRUCTURE. EXISTING LIGHTING TO REMAIN. 2. SUSPENDED CEILING AND LIGHTING PER EM STANDARDS. 3. EXISTING CEILING AND LIGHTING (LOCATION SHOWN IS APPROXIMATE) TO REMAIN. REFLECTED CEILING LEGEND REFLECTED CEILING GENERAL NOTES 1. ELECTRICAL AND MECHANICAL CONTRACTORS TO PROVIDE FIXTURE SPECIFICATIONS. 2. ALL CEILING DIMENSIONS ARE FROM FACE OF FINISH. 3. GRAPHICS PER EM STDS. 4. FOR CEILING MATERIAL SPECIFICATIONS, SEE FINISH SCHEDULE. 5. CORNER REINFORCEMENT TO BE U.S.G. 1-A EXPANDED CORNER BEAD (ZINC ALLOYED). CASING MOLDINGS AT TOP AND BASE OF WALL, DOOR AND STOREFRONT, AND AT JUNCTURE OF STUCCO AND OTHER BUILDING MATERIALS TO BE FRY REGLET JPM-75 OR U.S.G. #66 (ZINC ALLOYED) OR APPROVED EQUAL. 6. MAKE ALL CEILING GRIDS LEVEL WITHIN A TOLERANCE OF ONE IN 1000 AND STRAIGHT WITHIN A TOLERANCE OF ONE IN 1000. 7. VERIFY LOCAL CODE REQUIREMENTS FOR DRAFTSTOPS AND PROVIDE IF REQUIRED. DRAFTSTOPS TO BE MAXIMUM 60' AREA AND TO BE CONSTRUCTED OF 3/8" PLYWOOD OR 1/2" GYP. BD. SUSPENDED FROM WOOD TRUSSES W/ 2X FRAMING AS REQ'D. EXTEND DRAFTSTOP FROM BOTTOM OF ROOF DECK TO WITHIN 2" OF T-BAR CEILING. 8. ALL LIGHTING ABOVE FOOD PREP / SERVING AREAS SHALL BE PROVIDED WITH SHATTER SHIELDS. 2' x 4' RECESSED (PARABOLIC) FLUOR. LIGHT FIXTURE GRID START POINT 2' x 4' RECESSED (GA) pS OCCUPANCY SENSOR FLUOR. LIGHT FIXTURE SURFACE -MOUNTED COOLER LIGHT®� RECESSED LED LIGHTS LOCATED BY COOLER MANUFACTURER LJ 10" x 4' RECESSED CEILING DIFFUSER WALL WASH LIGHT RETURN AIR GRILLE Q Q TWIN HEAD DISPLAY LIGHT "D U ETTO" 1' x 4' RECESSED EXHAUST AIR GRILLE FLUOR. LIGHT FIXTURE MAKE-UP AIR FAN 8'-0" LED LIGHTS E CEILING MOUNTED ILLUMINATED EXIT SIGN FLOOR FINISH NOTES O 1. NEW CABINETS PROVIDED BY ROYSTON AND INSTALLED BY CONTEMPORARY COUNTERTOPS (CC). 2. CABINET CONTRACTOR TO PROVIDE AND INSTALL NEW COUNTERTOPS, CUP DISPENSER, CONDIMENT TRAYS AND SNEEZE GUARDS AS REQUIRED PER EQUIPMENT PLAN. 3. G.C. TO PROVIDE AND INSTALL NEW BLACK SLAT WALL PER EQUIPMENT PLAN. 4. GC TO INSTALL INTEGRAL CERAMIC COVE BASE TILE AT ALL NEW AND MODIFIED CABINETS PER DETAIL 2/-. 5. SEALED CONCRETE FLOOR. 6. EXISTING FLOOR AND WALL TILE. GC TO HAVE FLOOR TILE AND GROUT PROFESSIONALLY CLEANED AT RESTROOMS. PAINT, DECAL, & GRAPHICS GENERAL NOTES 1. SEE IMAGE AND INSTALLATION MANUAL SECTION 13, 17, AND 18. 2. PAINT CONTRACTOR TO PREP WALLS TO LEVEL 5 FINISH WHERE GRAPHICS ARE BEING INSTALLED. 3. INSTALL NEW LIGHT COLORED WALL GRAPHICS. LOCATE PER CHEVRON PM. 4. PREP AND PAINT ALL INTERIOR WALLS, DOOR, AND TRIM INTERACTIVE CREAM EXCEPT BEHIND FOOD AND BEV. COUNTER WHICH WILL BE PAINTED SABLE. 5. INSTALL NEW INTERIOR AND EXTERIOR GRAPHICS/DECALS AND SIGNS PER EM SPECS. 6. PAINT UTILITY ROOM DOOR, RESTROOM AND OFFICE DOOR. 7. PAINT WALLS BEHIND THE FOOD AND BEV. COUNTER SABLE. 8. REMOVE (E) DECALS FROM ENTRANCE AND COOLER DOORS. 9. PROVIDE AND INSTALL DARK FILM OVER ONE FREEZER DOOR. FLOOR TILE LEGEND DAL -TILE - BRIXTON SERIES BX01 BONE I E VeGQ FOR CODE C IO.fiA ® BX03 MUSHROOM SEP 2 4 2015 SEE TILE SPECIFICATIONS THIS SHEIT City i?fTukl� BUILDING DIVISION TILE SPECIFICATIONS MERCHANDISING AND CASHIER AREAS FLOOR TILE FIELD TILE: SUPPLY DAL -TILE BRIXTON BX01 BONE, 12"x12%5/16", UNPOLISHED ACCENT TILE: SUPPLY DAL -TILE BRIXTON BX03 MUSHROOM 12%12%5/16", UNPOLISHED GROUT: USE CUSTOM BUILDING PRODUCTS "COMMERCIAL PORTLAND CEMENT GROUT" #520 PRISM, STAIN RESISTANT, COLOR TOBACCO BROWN #52 BASE TILE: SIERRA # 2011 BLACK WITH BLACK GROUT 6%8"x5/16" COVE BASE, UNPOLISHED, ROUND TOP W/ #60 CHARCOAL GROUT. MERCHANDISING (FOOD SERVICE AREA) WALL TILE TILE BACKSPLASH: 6"X6" TILES WITH BULL NOSE TOP COURSE AS PER EM SPECS. WALL FIELD TILE: DAL TILE SEMI GLOSS SERIES, K165 ALMOND WALL FIELD TILE: DAL TILE SEMI GLOSS SERIES, K101 WHITE WALL ACCENT TILE: DAL TILE SEMI GLOSS SERIES, Q181 COTTO CONTACT BOB MOSBLECH AT DAL TILE TO OBTAIN CHEVRON NEGOTIATED PRICING CELL: (650) 954-5636 FAX: (510) 635-7815 GENERAL NOTES GC TO SUPPLY AND INSTALL FLOOR AND WALL TILE. INSTALLATION NOTES: INSTALL TILE PER MANUFACTURERS RECOMMENDATIONS. FLOOR TILE TO BE SET ON DIMENSIONALLY STABLE CONCRETE SUBFLOOR TO CONFORM TO ANSI A108.5 WITH ACRYLIC MODIFIED DRY SET MORTAR. ALL DRY SET MORTAR IS TO BE MIXED WITH ACRYLIC ADMIX IN LIEU OF WATER. TILE SETTING MATERIALS ARE TO CONFORM WITH ANSI A108.5 FOR INSTALLATION OF GLAZED WALL TILE WITH ACRYLIC MODIFIED DRY SET MORTAR. ALL DRY SET MORTAR IS TO BE MIXED WITH ACRYLIC ADMIX IN LIEU OF WATER. FLOOR & WALL TILE GROUTING IS TO CONFORM WITH ANSI A108.10 FOR GROUTING OF FLOOR & WALL TILE WITH ACRYLIC MODIFIED PORTLAND CEMENT GROUT. ALL GROUT IS TO BE MIXED WITH LIQUID WHICH CONSISTS OF ONE PART CLEAN WATER AND ONE PART ACRYLIC MORTAR ADMIX AS RECOMMENDED BY MANUFACTURER. CLEANING CLEAN TILE SURFACES AS THOROUGHLY AS POSSIBLE ON COMPLETION OF NOTES: GROUTING AND REMOVE ALL GROUT HAZE. ACID BASED CLEANERS SPECIFICALLY PROHIBITED. RINSE TILE WORK THOROUGHLY WITH CLEAN WATER BEFORE AND AFTER USING AQUA MIX HEAVY DUTY TILE & GROUT CLEANER. POLISH W/ SOFT CLOTH. SEALING: SEAL GROUT WITH CUSTOM BUILDING PRODUCTS PENETRATING SEALER, APPLY PER MANUFACTURERS RECOMMENDATIONS. NOTE: ALIGN TILE PATTERN WITH SAW CUT CONTROL JOINTS WHERE POSSIBLE, AT ALL LOCATIONS RECEIVED WHERE THE ALIGNMENT WAS NOT POSSIBLE APPLY REDGAURD TROWELABLE MEMBRANE OVER JOINT CITY OF TUKWILA PER MANUFACTURER'S RECOMMENDATIONS. JUN 1 1 2015 NOTE: CONTRACTOR TO PROVIDE ONE EXTRA BOX (BOTH FLOOR AND BASE TILE -20 TILES EACH) OF EACH PERMIT CENTER TILE COLOR AND LEAVE ABOVE THE WALK-IN COOLER. 9664 REGISTERED AR TECT X�Y KE NETH MCCRACKEN STATE OF WASHINGTON 06103115 Seal KJM/1168 W Lil z Ld j Ld [ O J Q ~ Z 0 � Q z_ Ld I J Ln g m � SQ > � J LLJ w Q I - z LJ I- a_ U U) U) m D (n : O U w 0 U z Z z Q w L7 O J Q J Q J O_ � 0_ W _ W = D m Lij Q Ln Ln Ln N Ln L4 �1 \ \ N V) d- Ln c0 NZ Q aaaaaaa Project Number SCR14001.0 Sheet Name FLOOR FINISH & REFLECTED CEILING PLAN Sheet Number 11 2 2 NO SCALE CERAMIC TILE AND BASE 1 3/16" = V-0" FLOOR FINSIH PLAN 5 1/4"=1'-0" 4 1 /4"=1 '- 0" CASHIER AREA JL — ILL I I V I 1 VI\ —.1— 1 AND EQUIPMENT LAYOUT, TYP. SALES - FRONT FACING GAS STATION WOMEN'S RESTROOM SALES - COOLER MEN'S RESTROOM l' \f Ivlll 1ILL UfI fl 1 CABINETS EMPLOYEE ONLY MERCHANDISING AREA n Cn Al . "TUIC nnnD Tn DCAAAW TILE WAINSCOT AND - BACKSPLASH PER EM STANDARDS INTEGRAL CERAMIC - TILE COVE BASE ROOM FINISH SCHEDULE INTERIOR MERCHANDISING AREA CASHIER RESTROOMS OFFICE STORAGE FINISHES CERAMIC TILE EXISTING CERAMIC TILE SEALED CONCRETE 12" X 12" X 5/16" FLOOR SEE SHEET A3 FOR SPECIFICATIONS SALES UTILITY WALK-IN COOLER CONCRETE W/ LIGHT GREY COLORED SEALER CERAMIC TILE EXISTING CERAMIC TILE 6" VINYL COVE BASE, MANUFACTURED BY BY COOLER MFR. 6" x 8" COVE BASE ARMSTRONG, BURKE, KENTILE OR APPROVED (TILE COVE BASE ONLY BASE SEE SHEET A3 FOR EQUAL. COLOR: LIGHT GRAY (TILE COVE BASE, B&W WHERE REQ'D BY LOCAL SPECIFICATIONS TILE , COLOR #3619T LIGHT GRAY, ALTERNATE: CODE) WHERE REQ'D BY LOCAL CODE. SEE 5 A3 PAINTED SMOOTH FINISH 5/8" GYP BOARD EXISTING CERAMIC TILE PAINT EXISTING WALL SURFACE WATER RESISTANT GYPBOARD BY COOLER MFR AND FRP @ MOP SINK SEE COOLER SHEET WALLS GYP. BD. ON MERCH. AREA FACES. CEILING: USG INTERIORS "3270-SHEETROCK BRAND EXISTING GYP BD EXISTING CEILING. PATCH AND REPAIR AS NEEDED BY COOLER MFR CEILING CLIMAPLUS", VINYL FACED, NONPERFORATED, PAINT AS NEEDED SEE COOLER SHEET 24"x48%1 ". SUSPENSION SYSTEM: US GYPSUM DX 15/16", ALT: ARMSTRONG "PRELUDE", 15/16". CEILING 12'-3" AFF EXISTING PER MFG. HEIGHT COUNTER MOUNTED e j MERCHANDISING AREA CASHIER AREA DECAL: "THIS DOOR TO REMAIN UNLOCKED WHEIJ BUILDING IS OCCUPIED" -- -- TILE COVE BASE SEE SHEET Y01 FOR CABINET AND EQUIPMENT LAYOUT, TYP. MERCHANDISING AREA SUSPENDED CLG, TYP. PAINTING/GRAPHICS/FRP PAINTING LEGEND MARK COLOR 1O INTERACTIVE CREAM O2 LIGHT COLORED WALL GRAPHICS O3 WALL TILE PER EM STANDARDS O4 BLACK PAINTING NOTES GC TO SUPPLY AND INSTALL ALL PAINT. 1. FINISH: APPLY PPG PITTHANE LOW VOC OR PPG PITTHANE NON VOC TO COMPONENT ALIPHATIC ACRYLIC URETHANE AT THE RECOMMENDED WET FILM THICKNESS OF 2 MILS DFT PER COAT. APPLY PER PPG RECOMMENDATION. 2. RESTROOMS: PAINT CEILING INTERACTIVE CREAM. 8. OFFICE: PAINT INTERACTIVE CREAM. 4. STORAGE AND SALES UTILITY: PAINT INTERACTIVE CREAM. 5. ALL WALL GRAPHICS TO BE INSTALLED PER EXTRA MILE SPECS B 6. CONTRACTOR SHALL INSPECT ALL SURFACES TO BE PAINTED PRIOR TO THE START OF ANY WORK AND SHALL NOTIFY THE COMPANY REP. IN WRITING OF CONDITIONS, MATERIALS, ETC. WHICH CAN AFFECT SATISFACTORY EXECUTION OR PERMANENCY OF THE SPECIFIED WORK. 7. DRYING: ALLOW SUFFICIENT DRYING TIME BETWEEN COATS, MODIFYING THE PERIOD AS RECOMMENDED BY THE MATERIAL MANUFACTURER TO SUIT ADVERSE WEATHER CONDITIONS. 8. BRUSH APPLICATIONS: CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS, ROPINESS, AND OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. 9. IN TOILET ROOMS AND CONTIGUOUS AREAS, ADD A FUNGICIDE TO PAINT. 10. WALL TILE TO BE INSTALLED PER EXTRA MILE SPECS DOOR SCHEDULE MARK I QTY. TYPE MTL. I SIZE MFR REMARKS O 1 STOREFRONT GL/AL PR 3'-0" OLDCASTLE MATCH EXISTING SWING x 7'-011 STOREFRONT DOOR COLOR AND HARDWARE O 2 INSULATED - 3'-0" x 6'-6" CROWN SEE COOLER COOLER TONKA SHEET FOR ACCESS SPECIFICATIONS STOREFRONT NOTES 1. STOREFRONT: ALUM. FRAME AS MANUFACTURED BY OLDCASTLE BUILDING ENVELOPE, OR CHEVRON APPROVED EQUAL, TO MATCH EXISTING STOREFRONT SIZE, COLOR, FRAME, AND GLAZING LOCATION. 2. STOREFRONT DOORS: GLASS INSTALLER TO MAKE SURE THAT THE GLASS DOORS ARE INSTALLED AFTER THE ROOF IS LOADED WITH ALL ROOFING, MECHANICAL UNITS, ETC. TO ENSURE THAT ALL DEFLECTIONS HAVE OCCURRED PRIOR TO INSTALLING DOORS. MAKE SURE THAT THE SETTING BLOCKS ARE IN THE PROPER LOCATION ON THE DOOR STILES WHEN THE DOOR IS HUNG. THE SETTING BLOCKS SHOULD BE LOCATED IN THE LOWER HINGE SIDE CORNER AND THE UPPER LOCK SIDE CORNER OF THE DOOR. AFTER INSTALLING THE DOORS ADJUST THE SETTING BLOCKS TO PREVENT SAGGING FROM OCCURRING. GLAZING CONTACTOR IS TO RETURN TO THE SITE JUST PRIOR TO STORE OPENING AND MAKE ANY ADJUSTMENTS NECESSARY FOR PROPER DOOR OPERATION. 3• ALL STOREFRONT GLAZING SHALL BE 1" THERMAL INSULATED LOW E TEMPERED GLAZING. (TYP.). WINDOW ASSEMBLIES SHALL HAVE "U" VALUES OF NOT GREATER THAN 0.3 BTU/ HR.FT2. DEG.F AND SHGC OF NOT GREATER THAN 0.3. SEE ENVELOPE CALCULATIONS. 4. CONTACT ERICK LOUCEL AT OLDCASTLE BUILDING ENVELOPE TO OBTAIN CHEVRON NEGOTIATED PRICING, PHONE : 972-551-6100 5. VERIFY ALL WINDOW SIZES IN FIELD PRIOR TO FABRICATION. 6. GLAZING AND STOREFRONTS SHALL CONFORM TO LOCAL WIND LOAD REQUIREMENTS. GLAZING MATERIAL THICKNESS, AND LAMINATION AND/OR MULLION DESIGN IS SUBJECT TO CHANGE. 7. ONLY WHEN REQUIRED FOR ENERGY COMPLIANCE OR BY CHEVRON REPRESENTATIVE, INSTALL TINT FILM ON STOREFRONT INTERIOR. 8. DOOR LOCKS AND HARDWARE PACKAGE BY UNIVERSAL HARDWARE CAN BE OBTAINED AT CHEVRON NEGOTIATED PRICE. CONTACT: TED TUMMINS, PHONE: (800) 821-1414. 9. MAGNETIC LOCK ACCESSORIES BY SDC CAN BE OBTAINED AT CHEVRON NEGOTIATED PRICE. CONTACT: DWAYNE JOHNSON, PHONE: (800) 413-8783. 10. BR GLAZING PER CHEVRON REPRESENTATIVE IS ONLY WHEN SPECIFIED TO BE INCLUDED. VERIFY COMPATIBILITY BALLISTIC RATED FRAME WITH STOREFRONT SYSTEM. SUBMIT MULLION CONFIGURATION SHOP DRAWINGS TO CHEVRON REPRESENTATIVE PRIOR TO INSTALLATION. BR GLAZING SHALL MEET HGP INDUSTRIES LEVEL 1 GLASS CLAD POLY CARBONATE ONLY WHERE SPECIFIED BY CORPORATE SECURITY. CONTACT: BARBARA RUSSELL AT OLDCASTLE GLASS PHONE:(510) 714-8378 OR (800)972-5211. 9664 REG)STERED V" TECT KEN ETH MCCRACKEN STATE OF WASHINGTON 06103115 Sell KJM/1168 U) w m Z w Ld w fl� W J Q w f— M Z O m Q Z I J cn m (% > 04 w w Q I— Z w I- ry w cn : m D 5 O w w 0 Z cn cn W (n C) 0 Z Q CD O J Q J Q - J 0:� W W W LO Ln Ln Ln Q N Nro N N N n I- LO Q <<1 <a C • co 4 •0 L ,n •• • T � , f1T o . f 0 CN Project Number SCR14001.0 me u�D FOR IhNTERIOR C%IMPLIANCE OVEDRECEIVED ELEVATIONS SEP 2 4 2015 CITY OF TUKWILA JUN 11201.5 AND City offuhila SCHEDULES LEAN DIVISION PERMIT CENTER -' Sheet Number CASHIER - FRONT OF REGISTER CASHIER - BEHIND REGISTER SALES : - A3 1 2 3 1 /4" = V - 0" 1 /4" = V- O" 1 /4"= V - O" ni Iry .,@ ❑ APPROVED APPROVED AS NOTED ❑ NOT APPROVED RESUBMIT BY: DATE: IMPORTANT NOTE: PLEASE BE AWARE THAT THE ESTIMATED TIME OF COMPLETION BEGINS WHEN THE FINAL APPROVAL IS SIGNED. ANY CHANGES TO THE PREVIOUSLY APPROVED DRAWING WILL DELAY YOUR ORDER ;- (PLEAS VERIFY) 13'-2" WALK-IN COOLER SPEC S: EXISTING _....,\,..- BUILDING WALL -- FLASHING & SEALANT -- `- BY G.C. DUROLAST ROOF MEMBRANE SLOPED END CAP ® BUILDING FOAM & COOLER WALL DUROLAST ROOF �) _ ; MEMBRANE �, Q LL_<7.1 w <; CL 1 / / (;= OJ E Tj-: I/ I F�I FOAMED IN PLACE ' CEILING PANELS � r00- FOAMED IN PLACE / WALL PANELS / -1-A T3.2.1 Durolast Roof Membrane (Sloped Roof I , w I ii a COOLER o r �—, 9,_114„ [1194] 9,-114" [1194] 00 3,-3» 2,-6» I � 3"X3" POST (TYP.) 11 o EXISTING BUILDING WALL (TYP.), PLEASE 5 „ VERIFY WALL DEPTH 1„ 2 -616 54 �11» I is _O t1J L' = I_,_I J O O U O � o rn u co o c SLOPE 9'-91 [1174] '-416' 9'-9$" [1174] (4) DOORS 58» 58„ (4) DOORS 44'-2" [530] O.D. PLAN VIEW FINISH � � DOOR WITH NO FLOOR TILE ALLOWANCE LEFT SIDE ELEVATION EXISTING BUILDING WALL. VERIFY WALL ' OPENING I�'^"T O = OW W = q rOO o O to O u � � � rn r- LJ I = " 00 CD o w "I = 00 2,-6„ —416 c11 ^nr-n r^A►J M" (PLEASE VERIFY) �_ LOS ANGELES R R & FAB LICENSE SLOPED FOAM DURALAST ROOF ) * CITY OF LOS ANGELES RESEARCH REPORT: RR 25314 MEMBRANE * CITY OF LOS ANGELES FABRICATION APPROVAL #FB02055 * 2009 FEDERAL ENERGY INDEPENDENCE & SECURITY ACT COMPLIANT " Q CONSTRUCTION: NSF, LOS ANGELES R R, TONGUE & GROVE w O HIGH DENSITY FOAM RAIL, CAM DOWN CEILING 0 4" WALL PANELS " i to ry o -' FLOOR: NONE I � PANEL FINISH: INTERIOR CEILING: 26GA. STUCCO EMBOSSED GALV. ' °O EXTERIOR CEILING: 26GA. STUCCO EMBOSSED GALV. INTERIOR WALLS: 26GA. STUCCO EMBOSSED GALV. EXTERIOR WALLS: 26GA. STUCCO EMBOSSED GALV. - _ INTERIOR ELEVATION --' DOOR: ® (1) 36" x 78" INSWING CAM LIFT COOLER DOOR FLUSH MOUNTED DOOR LEFT SIDE) _ ' - INTERIOR DOOR AND SECTION FINISH TO MATCH PANELS EXTERIOR DOOR AND SECTION FINISH TO MATCH PANELS J i ® (1) 36 x 78 INSWING CAM LIFT COOLER DOOR FLUSH MOUNTED DOOR INTERIOR DOOR AND SECTION FINISH TO MATCH PANELS — EXTERIOR DOOR AND SECTION FINISH TO MATCH PANELS 10'-01" [1204] 9'-98" [1174] (4) DOORS r- DURALAST ROOF 00 N 4'-51» •'l it : I 2,-6„ 111 61 „ 103" VrtD FOR 4 4 CTOUAW SEP 2 4 2015 cif @i 1104 W. 4 •O11NG MVI" CAM DOWN CEILING REQUIRES 6" MIN. FOR INSTALLATION REACH -IN (1) SET OF (1) 28"x79" ANTHONY #401 E GLASS REACH -IN DOORS: COOLER DOORS W/ 2-PANE NHG, GALV. POSTS, T-8 LIGHTS, 7) 27" DEEP WHITE SHELVES PER DOOR, BLACK TAG MOLDING, SLIM LINE HANDLES DOOR AND FRAME: SMOOTH SILVER FINISH (2) SETS OF (1) 26"x79" ANTHONY #401E GLASS REACH -IN COOLER DOORS W/ 2-PANE NHG, GALV. POSTS, T-8 LIGHTS, (7) 27" DEEP WHITE SHELVES PER DOOR, BLACK TAG MOLDING, SLIM LINE HANDLES DOOR AND FRAME: SMOOTH SILVER FINISH (3) SETS OF (4) 28"x79" ANTHONY #401 E GLASS REACH -IN COOLER DOORS W/ 2-PANE NHG, GALV. POSTS, T-8 LIGHTS, 7 27" DEEP WHITE SHELVES PER DOOR, BLACK TAG MOLDING, SLIM LINE HANDLES DOOR AND FRAME: SMOOTH SILVER FINISH EACH DOOR 2 PULL HANDLES (INT./EXT.) (DOOR 'A', 'B') ACCESSORIES: 1 KASON CAM -RISE SPRING HINGE #1248 2 KASON CAM -RISE HINGE #1245 1 KASON DOOR CLOSER #1094 1 KASON 3-WAY LIGHT SWITCH W/ DIGITAL THERMOMETER (RATED 15A, 120V AC) #1967-2 (DOOR 'A') (1) K2SOONAC) (DOORGHT SWITCH W/ PILOT LIGHT (RATED 15A, ACCESSORIES: (5) KASON VAPOR PROOF CFL LIGHT FIXTURE (SURFACE MTD.) (SHIPPED LOOSE) #1806 (1) DURALAST ROOF MEMBRANE (1) SLOPED FOAM RECEIVED 6" INT./EXT. N.S.F. COVE BASE CITY OF TUKWILA SILICONE/CAULKING & SCREW, TRIM SEP 012 2015 PERMIT CENTER REFRIGERATION: BY OTHERS FIINI.DFt UUUR YY-Ia.FI IVU FLOOR TILE ALLOWANCE--_ FRONT ELEVATION APPROVED SIGNATURE Federal Law Minimum R Value Requirement as of Jan 2009 Min. R Value for Commercial Cooling Sections Mean Federal Law 3.5" 4" 5" 5.5" Temp ("F) Min. R= Cooler 26.6 30.4 38 41.8 55 R=25 Freezer 34.0 42.5 46.7 20 R=32 Floor 1 29.7 34.0 42.5 46.7 20 R=28 Sec. 340 of the Energy Policy and Conservation Act (42 U.S.C.6311) ASTM method C-518 /1\ 08-03-2015 ADDED SLOPPED FOAM, REVISED WALK-IN DOOR 'Al (TMDC) JOB NO.: PANEL QTY. DATE: 07-28-2015 SHEET: 15-3307-0648 _ DRAWN: J.CERVANTEZ , SCALE: 1 /4 = 1'-0 1 OF 1 CUSTOMER: COR E TTON JOB NAME: LTA> COMMERCIAL COOLING PAR ENGINEERING, INC. UL S CERTIFIED 17855 E. AVE. CITY OF INDUSTRYTRY,,91CA 91748 SMALL TEL: (626) 964-8700 Certified Listed BUSINESS FAX: (626) 964-8777 s. k "!1�111111111 v!F r }E Nii.IANG OVEN' SEP 2 4 2015 City offulmila WILDING DIVISION SUSPENDED ACOUSTIC TILE CEILING EXISTING EXTERIOR METAL PANEL WALL 3 5/8" x 20GA. STUD @ 16" O.C. JACK WALL FOR INFILL BETWEEN TOP OF COOLER AND BOTTOM OF EXISTING EXTERIOR OPENING. COOLER ROOF PER MANUFACTURER SPECIFICATIONS. SEE SHEET Y2. ALT TO SCREWS @ STUD TO TRACK CONNECTION C-RUNNER ATTACH TO COOLER W/ #8 x 1" SELF TAPPING SCREWS @ 16" O.C. (SEE WELD ALT.) WALK-IN COOLER INSULATED WALL PANELS (BY MFR) 1 /2" GYPBOARD OVER COOLER FACE. TAPE & SPACKLE ALL JOINTS SMOOTH. PROVIDE WASHABLE ENAMEL FINISH DECEIVED CITY OF TUKWILA JUN 1 1 2015 19401 40th Ave. West, Suite 300 Lynnwood, Wa. 98036 Ph. (425) 405-7746 e-mail: dwallace@PMDGinc.com Kenneth McCracken, Architect 9664 REGISTERED /AR ITECT K7NNETH MCCRACKEN SATE OF WASHINGTON 06103115 Seal KJM/1168 Cn w i— z w w � > w elf Q D O Q w ~ O Q Z I J (n m C/7 > J W Q H z W F- O Z Cf) � Cn U CD Z Z W Of 0 F- J F J Z Q J O ft� Q W Q W —J - :D W a_ _ = m H Ln \ Lo \ Lr) \ Lo \ `— LO N ro \ N n zi- In co Sz a Laaaa C • 00 * • cn x� ,Cr • ikt'�.lb`.'S12 I • Project Number SCR14001.0 Sheet Name BUILDING DETAILS 1 1 WALL ABOVE COOLER PER Sheet Number CT METER I 1 1 %7 Uin I LIVI 1 1 LVIVL —I ` . — — ' ' FL 0 OR PLAN - LIGHTING � SCALE: 1 /4" = 1'-0" NORTH LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION BALLAST MOUNTING MODEL INPUT WATTS VOLTS LOCATION QUANTITY L1 (3) 32W TS 2' x 4' RECESSED (PARABOLIC) FLUOR. LIGHT FIXTURE ELECTRONIC RECESSED 96 120V 1 P 2W RETAIL AREA 23 U E (3) 32W T8 2' x 4' RECESSED (PARABOLIC) FLUOR. LIGHT FIXTURE WITH EMERGENCY BATTERY BACKUP ELECTRONIC RECESSED 96 120V 1 P 2W RETAIL AREA 7 L2 (1) 13W LED SURFACE -MOUNTED COOLER LIGHT LOCATED BY COOLER MANUFACTURER ELECTRONIC SURFACE 13 120V 1P 2W WALK IN COOLER 6 L3 (1) 32W T8 10" x 4' RECESSED WALL WASH LIGHT ELECTRONIC RECESSED 32 120V 1P 2W BATHROOM ENTRANCE, COOLER DISPLAY 11 L4 O (2) MR16 TWIN HEAD DISPLAY LIGHT "DUETTO" ELECTRONIC SURFACE 50 120V 1 P 2W HYDRAZONE DISPLAY 1 L5 (2) 32W T8 10" x 4' STRIP FLUOR. ELECTRONIC CEILING 64 120V 1 P 2W OFFICE, STORAGE, BATHROOMS 7 L5E (2) 32W T8 10" x 4' STRIP FLUOR. W/ EMERGENCY BATTERY BACKUP ELECTRONIC CEILING 64 120V 1P 2W OFFICE, STORAGE, BATHROOMS 3 L6 (1) LED SURFACE MOUNT 6" DOWNLIGHT ELECTRONIC SURFACE 13 120V 1P 2W STORAGE CLOSET 1 X1 ® (1) LED CEILING MOUNTED EXIT SIGN ELECTRONIC CEILING 120V 1P 2W MAIN ENTRANCES 2 Z1 (2) 32W T8 WET RATED T8 WRAP ELECTRONIC CEILING 64 120V 1 P 2W EXTERIOR SOFFIT LIGHTING 16 FLAG NOTES: ALL EMERGENCY AND EXIT LIGHTING FIXTURES TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT, AHEAD OF ANY AND ALL SWITCHING. FIELD VERIFY SWITCH BANK LOCATION WITH STORE MANAGER. USE LOCAL LIGHTING CIRCUIT FOR EXHAUST FAN. FAN TO RUN WHILE LIGHTS ARE IN USE. EXHAUST FAN TO BE CONNECTED TO OCCUPANCY SENSOR. INSTALL SWITCH AND LIGHTS AS SHOWN. PROVIDE SEALANT AT ALL CONDUIT PENETRATIONS INTO COOLER TO PREVENT CONDENSATION. LIGHT FIXTURES SHALL BE 40 LUMENS PER WATT _1 OR HIGHER PER WSEC C405.10. PROVIDE DUAL TECHNOLOGY MULTI -WAY WALL SWITCH SENSOR. WATTSTOPPER DW-103 OR EQUAL. LIGHT FIXTURE TO BE INSTALLED WITH EMERGENCY BATTERY BALLAST. MOUNT NORTHEAST AND ABOVE SOFFIT LINE AND PER MANUFACTURER INSTALLATION INSTRUCTIONS. PHOTOCELL TO BE USED TO CONTROL 'Cl' EXTERIOR SOFFIT LIGHT FIXTURES. 8 SWITCH TO CONTROL 'Cl' EXTERIOR SOFFIT LIGHT FIXTURES. g PATH OF EGRESS. A SWITCHING SCHEME: 1 .1 120/230/277 DLM Occupancy Sensor -LIGHT SWITCHES LOCATED IN CASHIER AREA. -SWITCH GROUPS 'a' AND V WILL CONTROL ALL GENERAL LIGHTING IN SALES AREA. -SWITCH GROUPS V THROUGH 'e' WILL CONTROL ALL OTHER LIGHT FIXTURES. -DAYLIGHT ZONES TO BE CONTROLLED BY PHOTOCELLS LOCATED ADJACENT TO FRONT WINDOWS. -LUMINARIES MARKED WITH W OR 'y SHALL BE CONTROLLED BY PHOTOCELL ACCORDING TO PRIMARY DAYLIGHT ZONE. -LUMINARIES MARKED WITH 'x' OR Y SHALL BE CONTROLLED, BY PHOTOCELL ACCORDING TO SECONDARY DAYLIGHT ZONE. ROOM CONTROLLER LMRC-102 o111111Ioulto SEE INSTALLATION � I RJ45 INSTRUCTIONS FOR (Typical) TERMINATION TYPE. Lighting Load (a) Yel Lighting Load (b) LMLS-105 On/Off Photosensor with LMRC-102 Room Controller SEE INSTALLATION INSTRUCTIONS FOR TERMINATION TYPE. LMRJ SERIES PRE —TERMINATED �— CABLES OR CAT5E. FREE TOPOLOGY & SPUTTER ACCEPTABLE DLM Wall Switch LMSW—Series (As Needed) LM LS-105 On/Off Photosensor NOTE: ELECTRICAL CONTRACTOR TO PROVIDE, INSTALL AND COMMISSION LIGHTING CONTROLS NOTED IN DETAIL (OR SIMILAR) AS REQUIRED. DEVICES ARE PRESET FOR PLUG n' GOB OPERATION, ADJUSTMENT IS OPTIONAL. SEQUENCE OF OPERATION: WHEN AMBIENT LIGHT LEVELS EXCEED THE OFF SETPOINT, THE LMLS-105 TURNS LIGHTING LOAD (A) OFF. IT WILL TURN CONNECTED LIGHTING LOAD (A) BACK ON WHEN THE ON SEfPOINT IS TRIGGERED. FOR FULL OPERATIONAL DETAILS, ADJUSTMENTS AND MORE FEATURES OF THE PRODUCT, SEE THE DLM SYSTEM INSTALLATION GUIDE AT WWW.WATTST§DtF�2nG�,M,TE PE��°R''��ii�Iii"I1iTHHAND PHOTOSENSOR WITH ROOM CONTROLLER DETAIL (TYPICAL)�PPR AL +�°' I I INFO Architects 19401 40th Ave. West, Suite 300 Lynnwood, Wa. 98036 Ph. (425) 405-7746 e-mail: dwallace@PMDGinc.com Kenneth McCracken, Architect ABOSSEIN ENGINEERING L.L.C. MECHANICAL I ELECTRICAL I CML LED I FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PHONE (425) 462-9441 w w z M J a 5 W a- 0 -J - Z) Z >- Q w I g m � cn w W O Z J Id_ j- (n Z w V)LU H _ F— _ LLJ of a- w (n :2W m w CL CL cn cn v) ova 0 0 0 z W o ¢ ¢ Z w w J a_ (X CL W 2= W D m J W J W LU LO '*_1\ LO LO \ LO \ LO In \ LO \ LO \ N N \ n M \ d' .-- \ In \ \ c0 1n \ r% M \ 00 Q z O C) a: C co WJ2 m;-o 0WQ W < w J �- O � Q N x W REMOVE-[) CITY OF TUKWIL A SEP 0 2205 Project Number 215042 Sheet Name FLOOR PLAN LIGHTING Sheet Number E2,0 SCALE: NONE M LANDSCAPE NOTES * UTILITY LOCATION: DETERMINE ABOVE GRADE AND UNDERGROUND UTILITIES BEFORE EXCAVATING. WORK TO BE DONE TO AVOID ANY DAMAGE. 1. EXISTING TREES NOTED TO REMAIN ARE TO BE PROTECTED FROM CONSTRUC11ON DAMAGE. CONTRACTOR TO REPLACE PLANT MATERIAL DAMAGED. ALL EXISTING VEGETATION AREAS TO RECEIVE NEW LANDSCAPE SHALL BE CLEARED AND GRUBBED IN AN APPROPRIATE MANNER AS NOT TO DAMAGE EXISTING TREES OR MATERIAL NOTED TO REMAIN. 2. SUBGRADES FOR ALL NEW PLANTING AREAS SHALL BE 6" MINIMUM BELOW FINISH ELEVATION. ENSURE THAT VIABLE TOPSOIL IS AT A MINIMUM DEPTH OF 3'. ADD ADDI1IONAL SOIL AS NECESSARY TO BE FLUSH WITH CURB OR HARDSCAPE .ALL PLANTING BEDS TO HAVE POSITIVE DRAINAGE WITH 3% MINIMUM SLOPE. 3. ALL PLANTING BEDS TO BE NONCOMPACTED IN AREAS OF NEW PLANTING. WORK AROUND ROOTS OF EXISTING TREES AND SHRUBS TO AVOID ANY DAMAGE. ADJUST PLANT LOCATION AS NEEDED. 4. EXISTING CLAY OR SANDY SOILS SHALL BE AUGMENTED WITH ORGANIC SUPPLEMENTS. SOIL ANALYSIS MAY BE REQUIRED. 5. CONTRACTOR SHALL GUARANTEE PLANTS AND GRASS FOR A MINIMUM OF ONE YEAR AFTER APPROVED COMPLETION. 6. IMMEDIATELY NOTIFY TERRAFORMA DESIGN GROUP OF ANY ADVERSE CONDITIONS OR CONFLICTS WHICH MAY AFFECT HEALTH OF PLANT MATERIAL. 7. REFER TO ANY BOOK SPECIFICATIONS AND CITY REQUIREMENTS. PLANTING BEDS: CITY CODE: 18.28.240-3 (CONTRACTOR TO CONFIRM CODE AND FOLLOW INSTRUCTIONS) * SOIL MUST BE PREPARED IN ACCORDANCE WITH BMP T5.13" POST CONSTRUCTION SOIL WATER AND DEPTH"...THE APPLICANT WILL BE REQUIRED TO SCHEDULE AN INSPECTION BY THE CITY OF THE PLANTING AREAS PRIOR TO PLANTING AND TO ENSURE SOILS ARE PROPERLY PREPARED.... PLANTING HOLES SAME DEPTH AND 2X THE ROOTBALL,..., LOOSEN ROOTBALLS, REMOVE WIRE OR 2/3 TOP OF BURLAP, ..NO MULCH WITHIN 3" OF TREE TRUNK AND NOT PLACED OVER CROWNS OF PERENNIALS OR GROUNNCVVER... 1. CONTRACTOR TO VERIFY PLANT QUANTITIES. NOTIFY TERRAFORMA DESIGN GROUP IF THERE IS A DISCREPANCY. 2. ALL PLANT MATERIAL TO BE WELL BRANCHED, FREE FROM DISEASE OR PEST, AND HAVE A WELL DEVELOPED ROOT SYSTEM. ALL PLANT MATERIAL TO MEET ASSOCIATION OF AMERICAN NURSERYMEN STANDARDS. 3. FERTILIZE ALL PLANT MATERIAL WITH SLOW RELEASE FERTILIZER PER MANUFACTURER'S RATES. 4. PLANT MATERIAL TO BE INSTALLED AT GRADE OR NO MORE THAN 1" HIGHER THAN CURRENT GROWTH RATE AT FINISH GRADE. 5. WATER PLANTS THOROUGHLY DURING PLANTING AND IMMEDIATELY FOLLOWING. WATER HEAVILY AT FIRST , 3 TIMES PER WEEK, AND LESS ONCE ESTABLISHED. 6. ORGANIC MEDIUM MULCH TO BE A MINIMUM OF 3" COMPACTED DEPTH IN ALL PLANTING BEDS. 7. STAKES TO BE COMPLETELY REMOVED BY CONTRACTOR AFTER 1 YEAR. CHECK QUARTERLY FOR ANY DAMAGE OR ADJUSTMENTS TO MAKE. 8. ALL PLANTING BEDS TO RECEIVE SOIL AMMENDMENTS IF NEEDED TO ACHIEVE VIABLE TOPSOIL. SOIL ANALYSIS IS THE RESPONSIBILITY OF THE CONTRACTOR. IRRIGATION: 1. SITE CURRENTLY HAS NO WORKING IRRIGATION. 2. CONTRACTOR SHALL HAND WATER UNTIL PLANTS FINAL COMPLETION OF WORK. OWNER WILL NEED TO PROVIDE SERVICE TO MANUALLY WATER ALL NEW AND EXISTING PLANT MATERIAL THEREAFTER. 3. THERE WILL BE TWO HOSE BIBBS ON SITE. SITE CONSTRUCTION: 1. REFER TO ARCHITECTURAL DRAWINGS FOR GRADING, DRAINAGE, AND UTILITY DESIGN. 2. CONFIRM ALL ASPECTS OF WORK WITH OWNER REPRESENTATIVE. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG CALL '811' THE CONTRACTOR IS RESPONSIBLE TO DETERMINE ALL EXISTING AND ALL NEW OR PROPOSED U11LIlIES PRIOR TO COMMENCING WORK. COORDINATE WITH OTHER TRADES AS NECESSARY. ANY CONSEQUENCES FROM NOT DETERMINING ALL UTILITIES WILL BE THE RESPOSIBILITY OF THE CONTRACTOR. 2"x6" WOOD STAKES, LOCATED OUTSIDE OF ROOTBALL FASTEN WITH CHAIN LOK TREE TIES. STAKE MAY NOT TOUCH TREE TRUNK. STAKE HEIGHT MUST BE AT LEAST 5' FROM FINISHED GRADE. PLACE 3" OF BARK MULCH IN SAUCER TO WITHIN 3" OF THE TRUNK. REMOVE CONTAINER OR TOP AND SIDE — PORTION OF BURLAP FROM ROOTBALL PRIOR TO PLACEMENT IN PLANTING PIT. REMOVE WIRE. FORM 5' HT. WATER DAM AROUND TREE WITH SOIL TO \ HOLD WATER. DECIDUOUS SET TREE STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BACKFILL BACKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL REMOVED OF DEBRI. TAMP SOIL TO STABILIZE ROOTBALL WATER THOROUGHLY. CUT AWAY STRING AND BURLAP. IF IN WIRE BASKET REMOVE COMPLETELY. BE CAREFUL NOT TO DAMAGE ROOTS. BACKFILL REMAINING PLANTING HOLE WITH A MIXTURE OF APPROVED TOPSOIL/COMPOST AND NATIVE SOIL AMEND BACKFILL AS I PLANT SCHEDULE TREES SCIENTIFIC NAME SYMBOL COMMON NAME QUANTITY SIZE (MIN.) SPACING (MAX.) NOTES In U EXISTING TREES TO REMAIN: - - AS SHOWN PROTECT FROM CONSTRUCTION DAMAGE CONIFERS EXISTING TREES TO REMAIN : - - AS SHOWN PROTECT FROM CONSTRUCTION DAMAGE DECIDUOUS TREES/OAK QUERCUS RUBRA 1 2.5" CAL. (MIN.) AS SHOWN MATCHING FORM, SINGLE TRUNK RED OAK MIN. LOW BRANCHING HGT. 5' NOTE: - ALL TREES TO MEET AMERICAN ASSOCIATION OF NURSERYNEN STANDARDS. ALL TREES TO HAVE SINGLE TRUNK AND MATCHING FORM. SCIENTIFIC NAME COMMON NAME QUANTITY SIZE (MIN.) SPACING (MAX.) NOTES COTONEASTER GLAUCOPHYLLUS HORT(?) 20 2 GALLON AS SHOWN MULTI- STEM, FULL GREY LEAFED COTONEASTER PRUNUS OTTO LUYKEN 53 3 GALLON AS SHOWN MULTI- STEM, FULL OTTO LUYKEN LAUREL VACCINIUM OVATATUM 24 2 GALLON AS SHOWN NICE FOLIAGE, MULTI STEMS EVERGREEN HUCKLEBERRY SHRUBS: EXISTING ABEILA ABELIA EUONYMUS ALATA COMPACTA BURNING BUSH 0 PRUNUS OTTO LUYKEN/ PRIVET OTTO LUYKEN LAUREL/WAX LEAF PRUNUS OTTO LUYKEN OTTO LUYKEN LAUREL GROUNDCOVER/OTHER SCIENTIFIC NAME SYMBOL COMMON NAME CALLUNA WLGARIS HEATHER POLYSTICHUM MUNITUM SWORD FERN MISCANTHUS SIN. YAKU JIMA YAKU JIMA DWARF MAIDEN GRASS EUONYMUS 'EMERALD AND GOLD' GOLD LEAF WINTERCREEPER MAHONIAREPENS LOW OREGON GRAPE VINCA MINOR DWARF PERIWINKLE NOTE: - ALL SHRUBS TO BE A MINIMUM OF 18" TALL AT TIME OF PLANTING. INCREASE CONTAINER SIZE IF NEEDED TO ACHIEVE CITY CODE HEIGHT REQUIREMENT. VARIABLE CONDITION SOME REMOVED VARIABLE CONDITION MOST CAN REMAIN COUNTED AS EVERGREEN SHRUB FOR CODE REQUIREMENT VARIABLE CONDITION MOST CAN REMAIN QUANTITY SIZE (MIN.) SPACING (MAX.) NOTES 28 1 GALLON 24"TRIANGULAR 11 1 GALLON 24"TRIANGULAR 12 1 GALLON 24"TRIANGULAR 50 1 GALLON 24" TRIANGULAR BUSHY, HEALTHY FOLIAGE 100 1 GALLON 18" TRIANGULAR BUSHY, HEALTHY FOLIAGE 100 1 GALLON 18" TRIANGULAR BUSHY, HEALTHY FOLIAGE NOTE: - GROUNDCOVER QUANTITY IS APPROXIMATE ONLY. NOT REQUIRED UNDERNEATH SHRUBS OR WITHIN TREE WELLS. REMOVE CONTAINER AND OR BURLAP -SET SHRUB STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BACKFILL. BACKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL. WATER THOROUGHLY. DO NOT DISTURB ROOTBALL UNLESS ROOTBOUND. BACKFILL REMAINING PLANTING HOLE WITH 1/2 APPROVED TOPSOIL AND NATIVE SOIL. AMEND BACKFILL AS NOTED IN THE INSTALLATION NOTES. FINISH GRADE. \ " MULCH 3" DEEP ALL 2" DEEP AT \ PLANTING BEDS MULCH FINISH GRADE. BARK MULCH q SPREADING ,v GROUNDCOVER BASE / (i— I _i i != tic+ SCARIFY SIDES OF PLANTING \/ \ i; " jj `�\ /\ / ( I ; ��/ _I I EDGE OF BED - / \ / \ FINISH GRADE HOLE. MAKE SURE HOLE HAS — /,. \% \ \ / %/ \/ : \ // \ ! \/\ \. '` \ \ I HOLE HAS GOOD DRAINAGE. GOOD DRAINAGE. y, \ \/� -i XT 1X SPACING EXISTING NATIVE SOIL. EXISTING NATIVE SOIL OR NEWLY PLACED TOPSOIL. 3 TIMES 2 TIMES CURB OR STRUCTURE ROOT BALL DIAMETER ROOT BALL DIAMETER NOTE: SPACING TO BE TRIANGULAR PER DISTANCE SHOWN ON PLANT SCHEDULE PARKING SETBACK AND PERIMETER LSC: 5' WITH 1 EVERGREEN SHRUB PER 4 LF, GROUNDCOVER/GRASS REMOVE EUONYMUS DEPENDING ON CONDITION. PLANT COTONEASTER AS INFILL (EVERGREEN) LEAVE EVERGREEN LAUREL SHRUBS DO NOT DAMAGE ROOTS OF EXISTING TRESS s� i y �„� �ya Imo, STRANDER BLVD 18.28.30-A.1 b TREE: SPACING SHRUB:1 PER EACH 4 LF GROUNDCOVER: 100% COVERAGE, GRASS ACCEPTABLE REQUIRED: 18 EVERGREEN SHRUBS PLANT GROUNDCOVERS 1" ABOVE FINISH GRADE PRIOR TO SPREADING MULCH / TOPSOIL: SEE LANDSCAPE NOTES FOR /v/��'< SPECIFICATION EXISTING NATIVE SOIL OR I I NEWLY PLACED TOPSOIL. INFILL WITH EVERGREEN HUCKLEBERRY. REMOVE OR TRANSPLANT ABELIA AND EUONYMUS DEPENDING ON CONDITION. ARRANGE PLANTS AS NOT TO DAMAGE ROOTS OF EXISTING TREES (TYPICAL) Ll INFILL WITH LOW GROWING MAHONIA BARE SPOTS STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT AKEMI 6AE SAKAIDA CERTIFICATE NO. 794 EXPIRES 06/16/14 KPARKING SETBACK AND PERIMETER LSC: 5' WITH 1 EVERGREEN SHRUB PER 4 LF, GROUNDCOVER/GRASS �REQUIRES: ( 49 EVERGREEN SHRUBS (CURRENTLY 34 EVERGREEN SHRUBS) TREES CAN BE CLEANED UP AND PRUNED BY CERTIFIED ARBORIST ONLY HEATHER NORTH LANDSCAPE PLANTING PLAN_ GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. VF— f D FOR PLIANCE y p 0D SEP 2 4 2015 0 bn • ry 18"o CD 0 Architects 19401 40th Ave. West, Suite 300 Lynnwood, Wa. 98036 Ph. (425) 405-7746 e-mail: dwallace@PMDGinc.com Kenneth McCracken, Architect � n Eo U " o ¢ v+ ¢ N v ® ¢ N QQ y J V) N E o rh v 'E z w ¢ qj 1ti Z_ rn o Z N o U-) W J s o U N a� 0 t a w O v) LL1 Q LU H M V) F- Ld LU Q L0 � 00 Q a a Project Number SCR14001.0 1--sheet Name ■ 1411 PLANTING LAN 1 TREE PLANTING DETAIL L1.1 SCALE: N.T.S. 2 CONTAINER SHRUB PLANTING DETAIL L1.1 SCALE: N.T.S. 4 GROUNDCOVER SPACING 5 GROUNDCOVER PLANTING DETAIL L1.1 SCALE: N.T.S. L1.1 SCALE: N.T.S. gmfflpa".av\,11 Number Ll n I II EQUIPMENT PURCHASING LIST 0 BASED ON R 8.0 MERCHANDISING PLAN Rev. Date 08/20/13 I EQUIPMENT PURCHASING LIST 0 BASED ON R 8.0 MERCHANDISING PLAN Rev. Date 08/20/13 No. I ITEM I PART NO. / DESCRIP. SUPPLIER OTY I PURCHASED INSTALLED I CONTACT I PHONE NO. UTILITY REOUFtEMENTS DIMENSIONS/SPECIRCATIONS/NOTES I No. I ITEM I PART NO. / DESCRIP. SUPPLIER OTY I PURCHASED INSTALLED I CONTACT I PHONE NO. UTAJTY REOUIREMENTS DIMENSIONS/SPECIFICATIONSMOTES FOOD MART AREA 25 ---------- ---------- 26 ---------- ---------- 27 GONDOLA PKG ---------- 28 CABINETS/ COND. BAR ---------- 29 WALK-IN COOLER ---------- 30 HYDRAZONE MED. HYDRAZONE 31 BAKERY DISPLAY CASE MAHAGONY FIN #80733 31 A LID/STRAW ORGANIZER ---------- 32 ICE MERCHANDISER HGL-1BS 33 ---------- ---------- 33A AIRPOT RACK BUNN UNIV-2-APR 33B AIRPOT BREWER BUNN: CWTF-TWIN APS 33C CAPPUCCINO GRINDMASTER PIC-5 5 FLAVORS 33D CREAM DISPENSER M210 2 STATION DISPENSER 33E AIR POT BUNN: 2.2L #28696.0002 33F ---------- ---------- 34 16 HD FOUNTAIN DISP WITH TOP ICE CUBER FS-30 CUBER 35 FROZEN BEVERAGE FBD 553D ICEE 2 HEAD 2 BARREL COUNTERTOP 36 HOT ROD SLANT SURF. ROLLER GRILL APW WYOTT MOD# HRS-31SBD 37 NOVELTY ICE CREAM MERCHANDISER 5 BUNKER 38 ATM ---------- 39 MICROWAVE SHARP R-21-HT 40 FRONT END COOLER TRUE: GDM-12 41 41A INTERIOR GRAPHICS EGTG GRAPHICS ---------- ---------- 42 COOLER SHELVING ------- --- 45 PACKAGE COND. UNIT ---------- 47 ---------- ---------- 48 CONVECTION OVEN AMANA: ACE 14 48A MICRO RACK SAH-0057 50 ---------- ---------- 51 ---------- ---------- 53 HOT FOOD MERCHANDISER 2FT. MINI HFD: SELF SERVE 54 REFRIG. CONDIMENT RTR-4 55 ---------- ---------- 56 ---------- ---------- 57 ---------- ---------- 58 LID ORGANIZER #CCTM24014 59 SOAP DISPENSER MOD#6542 60 PAPER TOWEL DISPENSER MOD# 252 EQUIPMENT PLAN Scale: 1/4" = 1'-0" CASHIER AREA ---------- - - - ---------- ---------- ---------- ---------- 61 CASH ACCEPTOR SAFE ---------- ---------- 1 OWNER CONTRACTOR ---------- - - - ---------- ---------- ---------- ---------- 62 LOTTERY TICKET DISP. IN -COUNTER #412 STATE LOTTERY 1 CHEVRON CONTRACTOR ROL PKG FPM SUPPLIER ONYA SLIVKOFF 800-334-1766X3199 ---------- ---------- ROYSTON PKG FPM CONTRACTOR ---------- 800-334-1766X3116 ---------- 4'-8" X 8'-0" NOR CAL PKG CONTRACTOR NOR CAL AL BARBAGELATA 916-374-2630 ---------- REMOTE COONDENSER UNIT-RH40OM44 63 LOTTO MACHINE ON -COUNTER STATE LOTTERY 1 CHEVRON SUPPLIER STRUCTURAL CONCEPTS 1 FPM NORCAL ED HUGHES 469-831-9738 120-1-60V, COND. UNIT 208/23OV, 30A PH-3 FAN, 120V, 0.6A, PH1 60HZ REMOTE CONDENSER UNIT-MOH03OX62CFS 64 TIME DELAY SAFE ---------- ---------- 1 OWNER CONTRACTOR 65 ---------- ---------- ---------- - - - HUBERT 1 FPM CONTRACTOR SHARI TENBRINK 866-650-7374X8623 ---------- ---------- 66 BACK BAR CIG. RACK (1) 96.25" WIDE RACK IMAGEWORKS 1 FPM CONTRACTOR HUBERT - FPM CONTRACTOR SHARI TENBRINK 866-650-7374X8623 ---------- ---------- 67 ---------- ---------- ---------- - - - HUSSMANN 1 FPM NORCAL DAN FARWELL 916-416-2924 3/4 HP,208/230V,3.4A,1PH,NEMA 6-15P ---------- 68 ---------- ---------- ---------- - - - ---------- - - - ---------- ---------- ---------- ---------- 69 TRANSACTION DRAWER ---------- BUNN - FPM CONTRACTOR MICHELLE BLANKENSHIP 800-646-2866 X6 ---------- ---------- 70 WRITING SHELF W SHRDUD QSS-916 QUICKSERV 1 CONTRACTOR CONTRACTOR BUNN - FPM CONTRACTOR MICHELLE BLANKENSHIP 800-646-2866 X6 1650W 120 208V, 1PH. 60HZ NEMA L14-60 RECEPT, 3/8" WATER LINE W ANGLE BUNN - FPM CONTRACTOR MICHELLE BLANKENSHIP 800-646-2866 X6 110/120V, 1650W, 60HZ, 14AMP 3/8" WATER LINE W/ ANGLE STOP 71 ---------- ---------- ---------- - - - 72 ---------- ---------- ---------- - - - CREAMISER 1 FPM CONTRACTOR JOHN LUDWIG 800-905-3366 110/120V, 15AMP ---------- STORAGE AREA BUNN - FPM CONTRACTOR MICHELLE BLANKENSHIP 800-646-2866 X6 ---------- ---------- ---------- - - - ---------- ---------- ---------- ---------- 73 BAG IN BOX BAG IN BOX RACK ---------- PKG FPM NORCAL EDCO 1 FPM NORCAL JOHN GARRISON 800-559-0415 120 VOLTS, 60 HZ, 3.5 FLA ICE MAKER,REMOTE CONDENSER UNIT-JC-0895A WATER FILTER IS IN ADDITION TO STORE FILTER. 74 CO2 STORAGE ---------- ---------- 1 CHEVRON NORCAL 75 1-DOOR FEEZER T-23-F TRUE 1 FPM NORCAL ICEE COMPANY 1 FPM SUPPLIER BRIAN ROGERS 559-994-1577 3/8" MIN. SUPPLY LINE WITH 1 /2" FPT BAG -IN -BOX SYRUP CONNECTION 76 DRY STORAGE SHELVING S1848S NEXEL PKG CONTRACTOR CONTRACTOR WPD 1 NESTLE 1 ---------- 1 WPD 1 PEPSI 1 LSI INDUSTRIES LSI INDUSTRIES PKG PKG NORCAL PKG PPM PKG WPD 1 PAK IT 1 SANDENVENDO AMERICA 1 APW WYOTT 1 PLAST. & PDCT MKG. 1 BRADLEY 1 BRADLEY 1 FPM CONTRACTOR CHEV SUPPLIER OWNER SUPPLIER FPM CONTRACTOR CHEVRON SUPPLIER FPM FPM CONTRACTOR CONTRACTOR FPM NORCAL FPM CONTRACTOR FPM CONTRACTOR FPM CONTRACTOR FPM CONTRACTOR FPM CONTRACTOR FPM CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR NORTH SUSAN JOEL HIRCHERT SUSAN KAREN MOORE KAREN MOORE SUSAN DON BIDDLECOME SUSAN YOUNGS SHUT OFF VALVE. MIN. 25 PSI 1PHASE, 30 AMP, NEMA 77 CLOTHES LOCKER WL-55 WIN HOLT PKG FPM CONTRACTOR 510-732-010OX236 120V, 98.5W, 8.3A, 60HZ 208/24OV, 885/116OW, 3.2/4.8A W/ SNEEZE GUARD & BUN DRAWER REFER TO MANUF. SPECS FOR FURTHER INFOR. 79 909-444-2207 120V, 7A 225 LBS. ON WHEELS 50.28"W X 27.24"D X 29.13"H 80 - - - - - - 81 WATER FILTER DP190/195 3M 1 FPM CONTRACTOR ---------- 120V, 8.2AMPS DEDICATED ISOLATED GROUND CKT. MUST MEET ACCESSIBILITY REOMTS OF DETAILS 4 & 16, SHEET AS2 82 CHEM. STORAGE LOCKER 1470 TENNSCO 1 CONTRACTOR CONTRACTOR 510-732-010OX236 120V, 1.6KW, 14.OA, NEMA 5-15R ---------- 83 SOAP DISPENSER MOD#6542 BRADLEY 1 CONTRACTOR CONTRACTOR ---------- 115V, 12A, 3/4HP ---------- 84 PAPER TOWEL DISP. MOD# 252 BRADLEY 1 CONTRACTOR CONTRACTOR 713-744-4152 - - - - - - - - - - INTERIOR GRAPHIC WALL PAINT INCLUDED 85 - - - - - - - -- --I - - - 713-744-4152 ---------- SEE EXTRA GOOD TO GO IMAGE STANDARDS MANAGER'S EQUIP. ---------- ---------- ---------- ---------- ---------- ---------- 90 ---------- ---------- ---------- 91 DESK ---------- ---------- 1 510-732-010OX236 208/23OV, 60HZ, 20A, PH1, NEMA 620P 19 1/4"W X 26 1/4"D X 18 1/4"H, W/ 5' CORD 92 CHAIR ---------- ---------- 1 ---------- ---------- ---------- 93 FAX MACHINE ---------- ---------- 1 ---------- 94 TELEPHONE ---------- ---------- ---------- ---------- ---------- 95 FILE CABINET ---------- ---------- 1 559-250-7825 115VAC, 60HZ, 6AMP, (3) 40W XENON LAMPS, (4) 141W HOT PLATES 24.9"W X 19.7"D X 27.6"H, 122 LBS. (4) TEMP CONTROLS, 140 DEGREES F - 235 DEGREES F 96 BACK OFFICE COMPUTER BACK OFFICE COMPUTER ---------- PKG 97 DIGITAL MUSIC SYSTEM MEDIAL PLAYER AND AMP AUDIO BRANDING PKG 510-732-0100 120V, 60HZ., 1PH, 3AMP ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 24"H X 16"W X 12"D PAUL PROVENDO PAUL PROVENDO ANDY SCHROEDER JOHN ARENDT RAY EPPS AL BARBAGELATA DVORSON'S DVORSON'S JOHN GARRISON GRAINGER GRAINGER GRAINGER 562-908-6361 562-908-6361 800- 731- 2441 713-849-5882 916-374-2630 877-386-7766 877-386-7766 800-559-0415 GRAINGER.COM GRAINGER.COM GRAINGER.COM ---------- PROVIDED BY SCME STATE LOTTERY COMMISSIONS. SEE CONTACT IF NOT AVAILABLE THROUGH STATE COMM. PROVIDED BY SCME STATE LOTTERY COMMISSION ---------- SEE BUYERS GUIDE ---------- (1) 96.25" WIDE, FULL HEIGHT MERCHANDISER ---------- EXIST. ---------- ---------- CASE: 115/60/1, NEMA-5-15P VERIFY WIRE SHELVING 12" X 12" X 66", 2 TIER, 5 DOOR INSTALL IN ADDITION TO FOUNTAIN AND COFFEE FILTERS. DRAIN TO APPROVED RECEPTOR OWNER CONTRACTORF ------ ---------- ---------- PURCHASE FROM LOCAL OFFICE SUPPLY STORE OWNER CONTRACTOR------ ---------- ---------- PURCHASE FROM LOCAL OFFICE SUPPLY STORE OWNER CONTRACTOR------ ---------- ---------- PURCHASE FROM LOCAL OFFICE SUPPLY STORE OWNER CONTRACTOR------ ---------- ---------- PURCHASE FROM LOCAL OFFICE SUPPLY STORE OWNER CONTRACTOR------ ---------- ---------- PURCHASE FROM LOCAL OFFICE SUPPLY STORE OWNER CONTRACTOR------ ---------- ---------- FPM CONTRACTOR I GLENDA CAIN 619-772-7702 ---------- SEE BUYERS GUIDE GRAPHICS SCHEDULE 0 1. FROZEN (WALL SIGN) 2. BEER (WALL SIGN) 3. COLD DRINKS (WALL SIGN) 4. RESTROOM (WALL SIGN) 5. LSI GRAPHICS FOR THE EGTG FOOD SERVICE CONVERSION PROGRAM — IMAGE STANDARDS FOR ROLL —OUT NOTE: SEE THE CHEVRON EXTRA MILE IMAGE STANDARDS MANUAL FOR ADDITIONAL/ DETAILED INFORMATION. DECALS (DECALS & SIGNS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR) DECAL LEGEND 204-1 "EMPLOYEES ONLY" 219-1 OFFICE * "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" 223 "EMERGENCY EXIT, ALARM WILL SOUND/NOT AN ENTRANCE" 225 FIRE EXTINGUISHER (REFLECTIVE) 254 "TIME LOCK SAFE, CASHIER CANNOT OPEN" 255 HEIGHT CHART FOR DOORS 258 "MAKE THAT DROP" 470 RESTROOM ATTENTION * REQUIRED BY CODE, NEW DECAL NUMBER TO BE DETERMINED RECEIVED CITY OF TUKWILA J U N 1 1 2015 PERMIT CENTER FOR '. SEP 2 4 2015 <- .11.C1N0 DIVISION CABINET AND FIXTURES COLORS/ MATERIALS RXTURE AREA COLOR / MATERIAL CASHIER CABINET BLACK W/ WOOD LAMINATED DOORS TO MATCH FORMICA WILD CHERRY. CABINET TOPS TO BE LAMINATE OR SOLID SURFACE TO MATCH FORMICA TRAVERTINE. CABINET TOPS TO HAVE BLACH METAL OR PLASTIC SIDE EDGE PROTECTION. UNDER COUNTER SLATWALL IWOOD LAMINATE TO MATCH FORMICA BURGUNDY W/ BLACK CONDIMENT ISLAND CABINET BLACK W/ WOOD LAMINATED DOORS TO MATCH FORMICA WILD CHERRY. CABINET TOPS TO BE LAMINATE OR SOLID SURFACE TO MATCH FORMICA TRAVERTINE. CABINET TOPS TO HAVE BLACK METAL OR PLASTIC SIDE EDGE PROTECTION FOUNTAIN AREA CABINET BLACK W/ WOOD LAMINATED DOORS TO MATCH FORMICA WILD CHERRY. CABINET TOPS TO BE LAMINATE OR SOLID SURFACE TO MATCH FORMICA TRAVERTINE. CABINET TOPS TO HAVE BLAC4 METAL OR PLASTIC SIDE EDGE PROTECTION. 9664 REGISTERED A CT K NETH MCCRACKEN STATE OF WASHINGTON 06103115 Seal KJM/1168 In W � H Z w W W � Q Of O W F- M Z O Q Z_ I J (n m (n > � J {— Q ~ z W I— a_ W U) In =) :�i O Of w O_ O z N IJ (n U C� Zry Z Q U` O J Q J Q J- -1 W 0_ IL W = W = i) 07 � Lo \ Ln \ Ln \ Ln \ Ln Q p Ln N N ro N N \ NO N n -4 Ln c0 rx aaaaaaa C U) cn )C .. u { TYTT �TTrs3,tl+,sc:,s� ; UM v 1 • 1D SERVICE Project Number CABINET BLACK W/ WOOD LAMINATED DOORS TO MATCH FORMICA WILD SCR14001.0 CHERRY. CABINET TOPS TO BE LAMINATE OR SOLID SURFACE TO MATCH FORMICA TRAVERTINE. CABINET TOPS TO HAVE BLACK METAL OR PLASTIC SIDE EDGE PROTECTION. Sheet Name SLATWALL WOOD LAMINATE TO MATCH FORMICA BURGUNDY W/ BLACK INSERTS AND BLACK SHELVING. EQUIPMENT ^UI^MEA,T PMDG201507 BUILDING FRAMING AND FOUNDATION PLAN 1 /4-=1'-0- STRUCTURAL NOTES 1. CODE 2012 IBC 2. ROOF SNOW LOAD --25 P.S.F. 3. WIND -- Vu=110 M.P.H., EXPOSURE B, GCPi=+/-0.18 4. SEISMIC OCCUPANCY CATEGORY = II IMPORTANCE FACTOR = 1.0 Ss = 1.455, S1 = 0.542 SDS = 0.970, SD1 = 0.542 DESIGN CATEGORY = D ORDINARY CANTILEVERED COLUMNS V = Cs * W = 0.776W R = 1.25 EQUIVALENT LATERAL FORCE PROCEDURE 5. CLASS 5 SOIL ASSUMED, BEARING CAPACITY 1500 PSF ASSUMED, LATERAL BEARING 100 PSF/FT ASSUMED (X2 PER 1806.3.4) 6. CONCRETE FOOTING--f'c=3000 PSI (2500 PSI USED IN DESIGN) 7. REINFORCING STEEL--ASTM A615, GRADE 60, FY=60KSI (EXCEPT #3 BARS MAY BE GRADE 40) 8. HOT ROLLED STEEL SHAPES & PLATE--ASTM A36, FY=36KS1 (EXCEPT -W- & -WT- SECTION ARE A992, FY=50 KSI) 9. STRUCTURAL TUBING--ASTM A500 GRADE B, Fy=46KSI 10. ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED 11. METAL DECK -- ASTM A653 GRADE 40, GALVANIZED MINIMUM PROPERTIES: +I = 1.012 IN."4,/FT, -1 = 0.504 IN*`4/FT +S = 0.4309 IN. 3/FT, -S = 0.3638 IN-3/FT 12. ANCHOR RODS--ASTM F1554, GR. 55, Fy = 55 ksi 13. WELDS--E70 ELECTRODES -ALL WELDS BY CERTIFIED WELDERS WELD FILLER METAL SHALL POSSESS A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBF AT 0' FARENHEIT. 14. BOLTS--ASTM A307 UNLESS NOTED. 15. NON -SHRINK GROUT= 5000 PSI MIN. 16. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ALL WORK TO BE IN ACCORD- ANCE WITH ALL APPLICABLE CODES AND STANDARDS. 17. ALL SCREWS AND BOLTS THRU DECK SHALL HAVE TOP SEALS. 18. ALL FLASHING, GUTTERS, ETC. SHALL BE CONSTRUCTED TO BE LEAK TIGHT AT THEIR JOINTS OR SEAMS BY USE OF MASTIC. 19. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE DONE IN ACCORDANCE WITH THE AISC SPECIFICATION. 20. THE ELEVATION AND DIRECTION OF THE CANOPY DRAIN PIPES IS PER THE ARCHITECT'S/CIVIL ENGINEER'S DRAWINGS. 21. LOCATION AND SIZE OF CANOPY LIGHTS AND ELECTRICAL CONDUITS IS PER THE ARCHITECT'S/ELECTRICAL ENGINEER'S DRAWINGS. 22. LIGHT GAUGE METAL FRAMING -- ASTM A653 GRADE 33, GALVANIZED 23. SEE DWG. S4 FOR TYP. CONCRETE DETAILS. SPECIAL INSPECTIONS & STRUCTURAL OBSERVATION: 1.) CONCRETE - NOT REQ'D. PER 1705.3, EXCEPTION 1. 2.) WELDING - REQ'D. UNLESS DONE IN A SHOP OF A FABRICATOR APPROVED BY THE JURISDICTION. PERIODIC INSPECTION IS REQ'D. FOR ALL SINGLE PASS FILLET WELDS. CONTIUOUS INSPECTION IS REQUIRED FOR FULL PEN. GROOVE WELDS. 3.) STRUCTURAL OBSERVATION IS NOT REQ'D. UNLESS MANDATED BY THE BUILDING OFFICIAL. 4.) PERIODIC SPECIAL INSPECTION IS REQUIRED FOR SIMPSON EPDXY SET DOWELS PER ESR-2508. 5.) PERIODIC SPECIAL INSPECTION IS REQUIRED FOR SIMPSON TITEN HD PER ESR-2713. 6.) SPECIAL INSPECTION IS REQUIRED FOR THE ALTERNATE PILE FOOTING. THE INSPECTIONS SHALL INCLUDE CONTINUOUS INSPECTION DURING DRILLING OPERATIONS, VERIFICATION OF THE PILE DEPTH AND DIAMETER; REINFORCING SIZE AND PLACEMENT; ANCHOR ROD DIAMETER, DEPTH AND PLACEMENT; VERIFICATION OF MIX DESIGN AND CONCRETE STRENGTH. 7.) PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY THE STRUCTURAL STEEL INSTALLATION. 8.) SPECIAL INSPECTION REPORTS ARE REQUIRED TO BE SUBMITTED TO THE CITY OF TUKWILA. 9.) CERTIFICATES OF COMPLIANCE SHALL BE SUBMITTED BY THE STEEL FABRICATOR TO THE CITY OF TUKWILA AT THE COMPLETION OF STEEL FABRICATION. • • s ,i . , •{ SEP 2 4 2015 City of Tukwila BUILDING DIVISION c AUG 2m RuC :ISIEC CITY OF TU,r,%WILA AI;IG 2 4 2015 PERMIT CENTER REVIEWED This plan was reviewed for general conformance with the following, as amended by the jurisdiction: .C9 Structural Provisions of the International Building Code ❑ Non -Structural Provisions of the International Building Code ❑ Others: The project applicant is responsible for conformance with all applicable codes, conditions of approval, and permit requirements subject to the requirements and interpretations of the governing authority. This review does not relieve the Architect and Engineers of Record of the responsibility for a complete design in accordance with the laws of the governing jurisdiction and the State of Washington. Jarisdiction C /TY o r- 7-01< w i LA REID MIDDLETON, INC. Code Review Consultant to A PEYTON - TOIiAITA AND ASSOCIATES 1370 Brea Blvd., #240 Fullerton, CA 92835 Ph:(714) 404-6370 A Q to I two E. P�y?O wnsk,, , �'C� 002941 �SAL 4 ssjONAL EXP.1-22-17 Z --� O LLJ > 0 > O w m M LLJ () M cl� W Q Z v LLJ Z 0 c>r o z m V) N I- PMDG201507.DWG PMDG201507 S1 Nti REVISION NO. 1 PMDG201507 in NOTE: 10'-0" NOTE: FOR SLAB REBAR SEE PLAN. REBAR TO BE CONT.. THRU JOINT. BACKFILL EXCAVATION GROUN7 VERIFY SIZE, LOCATION &EXTENT MESH TO STOP ® JOINT. REINFORCING STEEL SPLICE AND EMBED SCHEDULE LINE v ' PIPE SLEEVE OF DEPRESSIONS AND CURBS WITH ARCH. DRAWINGS PROVIDE DIAMOND OR CIRCULAR CONCRETE MASONRY PRE—FAB COOLER WALL CONCRETE SLAB ON P. ' C.I. SLEEVE BLOCKOUTS 0 COLUMNS. _ = GRADE PER PLAN �/' ' p ' 2" LARGER THAN FILL 28 DAYS AFTER CASTING SPLICE EMBEDMEN D: SPLICE EMBEDMENT a SPLICE EMBEDMENT PIPE, TYP. CONCRETE SLAB 7, On 00 9 TOP 2m m \ o o CONSTRUCTION JOINTS 3&4 41 32 32 24 3&4 5&4 24 24 I w ® COLUMN LINES 5 51 39 39 30 5 5 30 30 36 o . _ o . A 0 TRENCH WIDTH " z Iw 61 47 47 6 6 36 36 7 89 69 69 53 7 7 42 42 a ® a PIPE SLEEVE + 1 —6 MIN. j �j ❑ ❑ 8 102 78 78 60 8 8 48 48 GRADE: /\ � z LOCATE PIPE TRENCHES p I 9 115 88 88 68 9 9 54 54 ' SO THAT FOOTING WILL 0 10 127 98 98 75 10 10 61 61 :a a NOT BE UNDERMINED. Q z TYP. 1 0 L m 11 140 108 108 83 11 11 68 68 co ? co 0 ��/� 2 I o o REBAR SPLICE & EMBED NOTES: %� . .� .I M.z to N COLUMN 1. SPLICE AND EMBEDMENT LENGTHS ARE IN INCHES. SPLICES ARE CLASS "B". 2. 0.80 OF SPLICE LENGTH MAY BE USED IF LESS THAN 1/2 OF THE BARS ARE cn 1'-6" MIN. / ❑ ❑ LAP SPLICED WITHIN A REQUIRED LAP LENGTH, OR BARS ARE SPACED 0 6d b O.C. OR GREATER. ° w � 3. TOP BARS REFER TO HORIZONTAL BARS WITH MORE THAN 12" CONCRETE PLACED BELOW / COMPACTED / , 1 2 NO DIGGING FOR PIPE CONCRETE FILL— i� DURING A POUR. OTHER BARS ARE BOTTOM OR VERTICAL BARS. #4 DOWEL EARTH BASE o TRENCH PARALLEL TO SAME WIDTH AS FOOTING SAW —CUT CONTROL JOINTS OR 4. WHERE REQUIRED EMBEDMENT CANNOT BE OBTAINED WITH STRAIGHT BARS PROVIDE ® 24 o/c PER PLAN 1 _#5 FTG. BELOW THIS LINE. AND FULL WIDTH OF TRENCH PREFORMED JOINTS ® 180' OR 90' HOOK EQUALING LENGTH BELOW. 18 TOP &BOTTOM 12r NOTE: 1. CONCRETE FILL TO BE MADE BEFORE FOOTING IS POURED MID —BAY OR 18'-0"t O.C. MAX.5.1NGTH PLANMAY NOT LESS THAN 12 BAR DIAMETERS. WD-FDN06-i` 2. PIPES MORE THAN 3'-0" BELOW BOTTOM OF FOOTING TRENCH BE BACKFILLED WITH CONTROLLED, COMPACTED FILL. 16 BAR DIAMETER BUT NOT LESS THAN 8" FIRST POUR SECOND POUR 5. SCHEDUI F IS FOR REGULAR WEIGHT CONCRETE. INCREASE LENGTHS BY 30% FOR LIGHT —WEIGHT CONCRETE. 40'-0" MAX. 40'-0" MAX. PER PLAN v MATCH SLAB THICKNESS TYP. WALL FOOTING 10 TYPICAL FOOTING PENETRATION DETAIL 7 2x4 CONT--� 1'-0" L 6" 6" 1'-0" REINFORCING STEEL SCHEDULE 1 BEVELED KEY CONSTRUCTION JOINT LU SEE ARCH. OR o (L (n a a MECH DWGS. FOR SIZE, LOCATION OF 1—#4 BAR DEPRESSIONS SEE ARCH. DWGS. = 0 S [4A ADD #4 BAR I W in 2 THICKENED SLAB EDGE CONCRETE SLAB ON GRADE PER PLAN e o '0 " 'r�•,p' ' ' sl •4 DOWELS TO MATCH EACH . • o _ , t FOOTING FOOTING REBAR X"EXPANSION STRIP " I . 9" 9;., PER AT CURB � FOOTING REINFORCING . 'a DEPRESSIONS d' PER PLAN AND SECTIONS INTERIOR SLABS 20'-0"O.C. MAX. E.W. PAND EA MED PREFOEXIST PLASTIC JOINT FDN. \\ \� \\ \ \\ \\ ' SA CUT STRIP OR W a ATES T- 1370 Brea Blvd., 240 d a Fullerton, CA 92835 a•' TM CONTROL JOINT —INSTALL REMOVABLE v ' Ph:(714) 404-6370 COMPACTED PER MFR'S PRINTED INSTRUCTIONS p G d EARTH BASE TOOL CONTROL JOINT r' o m 4 N P LAN, �` a4 west 01►. TYP. SLAB EDGE 11 NOT USED 8 TYPICAL SLAB ON GRADE DETAILS 5 TYPICAL FOOTING REINFORCING DETAIL 2 �� "RAL4G sSI10NAL��G EXP.1-22-17 1AD FOIE * * * MPI.IANCE _ MOVED SEP 2 4 2015 MAX. CRY Of TUkVAla (LDING DIVISION db z EXTERIOR INTERIOR COLUMN LJ � p 0 BEAM STIRRUP BEAM STIRRUP AND BEAM TIE w m NOTE: 'k=6dbOf� 3"MIN. RECEIVED Q * CITY OF TUf'.VtiILA Lry U 0� D=6d b FOR #8 & SMALLER 12db OR D=8db FOR #9 & LARGER A 2 20i5 � LLJ o `� 12"MIN. D=4db FOR STIRRUPS &TIES U.N.O CK C� L i z � 90* BEND 12dbFOR SLABS SEE 1 PERMIT CENTER Z 0 < _ SCHED. S4.1 ,MAX. SLOPE Q z j a 6 1db FOR BEAMS, 1.5db FOR COL S. OFFSET OFFSET, ry U Y m to N I — OR PLACE BARS IN CONTACT SUPP TIE WIRE TOGETHER aQ15 D `� AND LAP SPLICE ., . � �o`�`'�> FlLE NAME PMDG201507.DWG AUG i 2015 tea' REID MIDDLETON, INC. PMDG201507 DRAWING NO. S4 NOT USED 12 NOT USED 9 j TYPICAL REINFORCING STEEL DETAILS 6 NOT USED t DRANANG REVIS<ON NO Qo EUONYMUS EMERALD AND GOLD CREEPER GOLD LEAF WINTERCREEPER 2Z 1 GALLON 24 TRIANGULAR BUSHY, HEALTHY FOLIAGE : n e�• as ' w iso.00. ^ � . THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS ; E CONTRACTOR SHOWN IN AN APPROXIMATE WAY ONLY. TH _ 4 z >. �:.x,.� . !1'► �S 1 �Fi EXISTING INE THE EXACT LOCATION OF ALLBUSHY SHALL DETERMINE AGREES UTILITIES BEFORE COMMENCING WORK. CONTRACTOR� � ti � MAHONIAREPENS . FOLIAGE 1 GALLON HEALTHY F A 18 TRIANGULAR " STRANDEf� BL C I �\L TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH � � � 0 � � � �{�r s.�� }r LOW OREGON GRAPE C LOCATE MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY ATE .AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ? ,..0 0 VINCA MINOR ■ 1 GALLON 8 GU BUSHY, HEALTHY FOLIAGE � 1 TRIANGULAR ;. 18.28.30-A.1b NORTH DWARF. - A TREE: SPACING _ CALL 48 HOURS - SHRUB: P EACH L 1. PER H4 F GROUNDCOVER: 100% COVERAGE, GRASS ACCEPTABLE BEFORE YOU DIG NOTE. REQUIRED: 18 EVERGREEN SHRUBS. - 11 CALL 8 GROUNDCOVER QUANTITY IS APPROXIMATE ONLY. NOT REQUIRED UNDERNEATH SHRUBS OR I WITHIN TREE WELLS. f THE CONTRACTOR IS RESPONSIBLE TO DETERMINE ALL EXISTING. _ • 0 O COMMENCING ANDALL NEW OR PROPOSED UTILITIES PRIOR T : NECESSARY. : WORK. COORDINATE WITH OTHER TRADES AS NE G ALL UTILITIES ANY CONSEQUENCES FROM NOT DETERMINING A Q - B ER ESPOSIBILITY OF THE CONTRACTOR. WILL E TH APEPLANTINGPLAN..LANDSC o ... _ - i. - Ll . ' (mac r v l _ - - .. - _ ... .. ..- _GRAPHIC S LE SCALE .._-- r------- ------ _ 20 _ 0 10 .. 20 40 80 2 ZS" �$ -- b>� IN FEET — 20 1 inch ft: 2 1� S - AND OR BURLAPgum REMOVE CONTAINER SET SHRUB STRAIGHT AND PLACE ROOIBALL ON SOLID GROUND OR ` RECEIVED ON COMPACTED BACKFlLL ni .anon unr I /n nu H. IIIITL EIATIT enu CITY OF TUKW1 L A p •• }„ ti rv�. I, 1��P^ tie f. u • s� �s x'