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Permit D17-0140 - PIZZA HUT - TENANT IMPROVEMENT
PIZZA HUT 14638 TUKWILA INTL BLVD EXPIRED 9/10/18 D17-0140 Parcel No: Address: O City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0040000902 Permit Number: D17-0140 14638 TUKWILA INTL BLVD Project Name: PIZZA HUT Issue Date: Permit Expires On: 9/11/2017 3/10/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: POLETTI DAVE 1200 WESTLAKDE AVE N #1001, SEATLLE, WA, 98109 ROBERT HERNANDEZ Phone: (360) 631-0996 12121 HARBOUR REACH DR - SUITE 200, MUKILTEO, WA, 98275 EMERALD CITY PIZZA LLC Phone: (425) 493-8077 12121 HARBOUR REACH DR #200 , MUKILTEO, WA, 98275 EMERACP971DM Expiration Date: 3/31/2019 EMERALD CITY PIZZA LLC Address: 12121 HARBOUR REACH DR #200 , MUKILTEO, WA, 98275 DESCRIPTION OF WORK: NEW EXTERIOR FINISHES INCLUDING NEW PARAPET AND SIGNAGE FASCIA, NEW STOREFRONT, NEW SIDEWALK AND REVISED DUMPSTER ENCLOSURE. EXISTING PAVING, PARKING LOT LIGHT POLES AND LANDSCAPING TO REMAIN. RELOCATION OF EXISTING HEAT PUMPS. NEW LOBBY FINISHES, NEW WALK-IN REFRIGERATION, NEW CONVEYOR OVENS, NEW CAP SLAB AT REAR OF SPACE, RELOCATED DISHWASH AREA. EXISTING FRYER LINE AND HOOD ASSEBLY, EXISTING RESTROOM FIXTURES TO REMAIN, EXPAND WALL AREA TO ADA STANDARDS. NEW RACK STORAGE WILL NOT EXCEED 6' - 2" IN HEIGHT. NO CHANGES THAT AFFECT CITY OF TUKWILA PUBLIC WORKS. Project Valuation: $300,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $5,676.73 Occupancy per IBC: B Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature:t(zpi rin 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 develo •- - : 'i.t and ag ee to the onditions attached to this permit. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 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: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 0 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) 6: Maintain fire extinguisher coverage throughout. 3: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire -extinguishing system installed in accordance with this code. (IFC 904.2.1 and IFC 904.11) Automatic fire -extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 7: All new automatic fire -extinguishing systems and all modifications to existing automatic fire -extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 8: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 9: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 10: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 11: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 12: 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) 14: 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. 15: 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) 16: Local U.L. central station supervision is required. (City Ordinance #2437) 18: 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. 19: 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) 17: 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) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 21: 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. 22: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 25: ***BUILDING PERMIT CONDITIONS*** 26: 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. 27: 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. 28: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 29: 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. 30: 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. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 36: Masonry construction shall be special inspected. 37: 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. 38: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 39: 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. 40: 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). 41: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 0 \J 42: 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. 43: 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. 44: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 45: Signs are not approved as part of this permit. A separate sign permit is required 46: No exterior work is approved on this permit. All exterior work (building changes, materials change, color chnge, etc.) will be reviewed and approved under permit L17-0054. Planning approval of D17-0140 is for all T.I. work on the interior of the structure. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0612 EXT ROOFING INSUL 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0606 GLAZING 0608 PIPE INSULATION 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4037 SI -CAST -IN-PLACE 4000 SI -CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4035 SI -SOILS 0602 SLAB/FLOOR INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. �� 1— 0 Eli 0 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 004000-0902 14638 PACIFIC HWY S (TUKWILA INTL BL) Suite Number: N/A Floor: Tenant Name: PIZZA HUT 013898 PROPERTY OWNER Name: Anthanasios Aliagas c/o John T. John . Address: 18001 17TH AVE NW City: SHORELINE State: WA Zip: 98177 CONTACT PERSON — person receiving all project communication Name: ROBERT HERNANDEZ Address: 12121 HARBOUR REACH DR #200 City: MUKILTEO State: WA Zip: 98275 Phone: (360) 631-0996 Fax: (425) 493-8399 Email: rhernandez@emeraldcitypizza.com GENERAL CONTRACTOR INFORMATION Company Name: EMERALD CITY PIZZA LLC Address: 12121 HARBOUR REACH DR #200 City: MUKILTEO State: WA Zip: 98275 Phone: (425) 493-8077 Fax: (425) 493-8399 Contr Reg No.: EMERALCP97 1DM Exp Date: 03/31/2019 Tukwila Business License No.: BUS -0100734 H:' pplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh New Tenant: ❑ Yes O..No ARCHITECT OF RECORD Company Name: MERRICK LENTZ ARCHITECT Architect Name: RICK LENTZ Address: 12815 NW 126TH PL City: KIRKLAND State: WA Zip: 98034 Phone: (425) 891-0064 Fax: Email: sue@sgidinc.com ENGINEER OF RECORD Name: N/A e- j...,,FKAL.O ci-i- ?(2-ZA Company Name: ANDERSON CHASE City: il`s V,(,CVG el State: w Zip: 9Y Engineer Name: MAR{ ANDERSON Address: 55521 100TH ST SW #B City: LAKEWOOD State: WA Zip: 98499 Phone: (253) 212-2310 Fax: Email: mark @andersonchase.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A e- j...,,FKAL.O ci-i- ?(2-ZA Address: 17-IZi ti%1_2_0,0,'R .ACI'. per' -zcc City: il`s V,(,CVG el State: w Zip: 9Y Page 1 of 4 0 0 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 300,000 Existing Building Valuation: $ 112,900 Describe the scope of work (please provide detailed information): New exterior finishes including new parapet and signage fascia, new storefront, new sidewalk, and revised dumpster enclosure. Existing paving, parking lot light poles and landscaping to remain. Relocation of existing heat pumps. New lobby finishes, new walk-in refrigeration, new conveyor ovens, new cap slab at rear of space, relocated dishwash area. Existing fryer line and hood assembly, existing restroom fixtures to remain, expand wall area to ADA standards. New rack storage will not exceed 6.-2" in height. No changes that affect City of Tukwila Public Works. Will there be new rack storage? h21 Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 22,825 Floor area of principal dwelling: 2,156 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: 14 Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 1 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2,156 2,156 0 V -B B 2" Floor 3`I Floor Floors thru Basement Accessory Structure* 100 100 Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 22,825 Floor area of principal dwelling: 2,156 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: 14 Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 1 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 O PUBLIC WORKS PERMIT INFORMATION — 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 VI... Water District #I25 O ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ...Valley View 0 .. Renton ❑...Sewer Availability Provided ❑ .. Renton 0 .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Bond ❑ .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way El Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone 0 .. Storm Drainage 0 .. Abandon Septic Tank 0 .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line It 0 ...Permanent Water Meter Size... WO # ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Temporary Water Meter Size .. 91 WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ 0 ...Water Main Extension Public ❑ Private 0 97 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) O ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\201 I Applications\Perrnit Application Revised - 8-9-I (.docs Rcviscd: August 2011 bb Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUIL ) IN Signature: - Date: 05/23/2017 Print Name: ROBERT HERNANDEZ Mailing Address: 12121 HARBOUR REACH DR #200 H:\Applications\Forms-Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-I l.docx Revised: August 2011 bh Day Telephone: (360) 631-0996 MUKILTEO WA 98275 City state Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY I PAID $3,547.44 PermitTRAK D17-0140 Address: 14638 TUKWILA INTL BLVD Apn: 0040000902 $3,547.44 Credit Card Fee $103.32 Credit Card Fee I R000.369.908.00.00 0.00 $103.32 DEVELOPMENT $3,280.33 PERMIT FEE R000.322.100.00.00 0.00 $3,275.83 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $163.79 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12289 R000.322.900.04.00 0.00 $163.79 $3,547.44 Date Paid: Monday, September 11, 2017 Paid By: ROBERTO HERNANDEZ Pay Method: CREDIT CARD 06704D Printed: Monday, September 11, 2017 1:16 PM 1 of 1 CI WSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,129.29 D17-0140 Address: 14638 TUKWILA INTL BLVD Apn: 0040000902 $2,129.29 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11562 R000.345.830.00.00 0.00 $2,129.29 $2,129.29 2,129.29 Date Paid: Wednesday, May 24, 2017 Paid By: EMERALD CITY PIZZA Pay Method: CHECK 003102 Printed: Wednesday, May 24, 2017 2:17 PM 1 of 1 CRWSYSTEMS Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Pizza Hut Date 4/14/2017 Calculation Area �TE y a 0 Addition - 0 Addition stand alone + existing O Spaces where < 50% of O Spaces where >_ 50% of o luminaires are replaced luminaires are replaced For Building Department Use g LPA Calculation Type ® Standard O Additional Efficiency Package Option 0 C406.3 Reduced Interior Lighting Power To comply with C406.3. the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. 5 r-`' 1 pr3 LLL 111 Maximum Allowed Lighting Wattage "OTE 1 Location (plan #, room #) Space Type Ceiling Height NOTE 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) sevice area Food preparation 10. 2169 0.790 1713 kitchen 2x4 Troffer Fluorescent - (3) 32W T8 lamps 16 96 _ restroom RECEIVED 1 32 REVIEWED F CITY OF TUKWIA C0 ECOEAPLIANCE APPROVED l ;T; t AUG 14 201? CORRECTION PERMIT CENTER t Tr)11 obby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8 Total Area Retail Display 2169 LTG -INT -DISPLAY Allowed Watts Allowance from 1714 Proposed Lighting Wattage "'°' Location (plan #, room #) Fixture Description NOTE 4, 5, 6 Number of Fixtures Watts/ Fixture NOTE 7 Watts Proposed service area L-417 - 6" down lite with 12w led lamp 5 12 60 service area 1-540 - pendant light with 6w led lamp 3 6 18 sevice area 54" section of track with 1/2 amp current limiter - 3 track heads 1 60 60 kitchen 2x4 Troffer Fluorescent - (3) 32W T8 lamps 16 96 _ restroom 2x2 Troffer Flourescent- (1) 32w U lamp 1 32 REVIEWED F C0 ECOEAPLIANCE APPROVED l ;T; t tV1OIL,ovair y Fz,k Proposed Retail Display Lighting from LTG-If�i-�i.SP�i,41f�'t ll fit Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting T t as r �b` livl7 t<1N Interior Lighting Power Allowance g Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: Pizza Hut Date 4/14/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use Company Name: EMERALD CITY PIZZA Company Address: 12121 HARBOUR REACH DR. # 200, MUKILTEO, WA 98275 Applicant Name: Sue Genty Interior Design, Inc. Applicant Phone: 425-827-3438 Applicant Email: sue@sgidinc.com Project Description p U Plans Included with lighting complliance forms. IIII New Building U Addition U Alteration Include PROJ-SUM form (included in envelope forms workbook) Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project 4 Lighting systems in addition are combined with existing ❑ building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance tom?. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. ❑ No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting ❑ ❑ ❑ 50% or more of existing are replaced 0 Less than 50% of existing are replaced ❑ Lamp and/or ballast replacement only — ❑ ❑ existing total wattage not increased . 50% or more replaced - Total lighting power of new + existing -to -remain fixtures sl all comply with total LPA per Sections C405.4.2 and C405.5.2. include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG-iNT-SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD. LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages. and total installed wattage for exterior luminaires. Lighting Controls Interior lighting New wiring installed to serve added Parking garage ❑.1 Exterior lighting fixtures and/or fixtures relocated to new 0 circuit(s) New or moved lighting panel ❑ ❑ ❑ ti`s manual controls per C405.2.3, C405.2.4 and application per C405.2. 7. as noted for New Wring that apply to a not apply to reconfigured occupancy specific lighting and automatic new interior space. spaces. Interior space is reconfigured -II luminaires unchanged or relocated only New wiring or circuit - For interior lighting, provide required sensor controls per C405.2.1, daylight responsive controls per controls per C405.2.5. For exterior lighting, provide required controls New or moved panel - Provide all applicable lighting controls time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls Application specific lighting control provisions per C405.2.5 do Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Pizza Hut Date 4/14/2017 Interior Lighting System Description Interior Lighting Power Allowance Method ❑ Building Area Method ❑ Space -by -space Method Select method used in project. Interior Lighting Controls ❑ All C405.2.1 - C405.2.8 Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) ❑ Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: 0 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA o C406.3 High Efficacy Lighting 0 Exterior Lighting System Description Exterior Lighting LTG -EXT 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Pizza Hut Date 4/14/2017 Exterior Lighting Zone Table C405.5.2(1) Specified by jurisdiction. 0 Zone 1 O Zone 2 ® Zone 3 0 Zone 4 Zone selection required to enable LTG -EXT form For Building Department Use Calculation Area 0 0 Addition- O Addition stand alone + existing O Alteration with < 50% Alteration with L. 50% ext. ext. wattage replaced wattage replaced Building Grounds Applies to luminaires > 100 Watts 11 22 ✓ Efficacy> 80 lumens/watt ❑ Exemption ❑ Controlled by motion sensor Tradable Maximum Allowed Lighting Wattage NOTE 1 Base Site Allowance: 750 Tradable Surfaces Surface Description Area (ft`), perimeter (If) or # of items Allowed Watts per ft2 or per If Allowed Watts x ft2 (or x If) Entry Canopies 107 50 0.4 W/ft2 20 Main Entry Door 6 30W/LF door Unlit Other Entry Door 6 20W/LF door 120 Total Allowed Tradable + Site Allowance Watts: 890 Tradable Proposed Lighting Wattage Tradable Surface Fixture Description NOTE 3, ° Number of Fixtures Watts per Fixture NOTE 5 Watts Proposed Other Entry Door L-003 11 W LED 2 11 22 0.15 W/ft2 22 Entry Canopies L-000 5W PER FOOT LED LIGHTING 17 5 85 Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: watts plus the base site allowance. Any base site allowance not needed to make 107 tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage "01'' Site Allowance Remaining: 750 Non -Tradable Surfaces Surface Description Area (ft2), perimeter (If) or # of items Allowed Watts per ft2 or per If Allowed Watts x ft2 (or x If) Bldg. Facade L-003 11 W LED 142 0.15 W/ft2 22 Non -Tradable Proposed Lighting Wattage Non -Tradable Surface Fixture Description NOTE 3, ° Number of Fixtures Watts per Fixture NOTE 5 Watts Proposed Bldg. Facade 2 11 22 Non -tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Non -Tradable Watts Exceeding LPA: 0 Remaining Site Allowance: 750 Exterior Lighting COMPLIES WITH MAX. ALLOWANCE Note 1 - List all unique exterior sufaces per Table C405.5.2(2) that occur in the project scope. Select exterior surface categories from drop down menu. Note 2 - List all proposed lighting fixtures including existing -to -remain fixtures. Note 3 - For proposed Fixture Description, indicate fixture type, lamp type, number of lamps in the fixture, and ballast type (if applicable). Note 4 - Existing -to -remain fixtures shall be included in the Tradable and Non -Tradable Proposed Lighting Wattage tables in the same manner as new fixtures. Identify as existing in fixture description. Note 5 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. C �ndersonChase IA Structural Engineering Corporation 5726 100th Street SW, Suite 200; Lakewood, WA 98499 (253) 212-2310 Project & Location: Client: Details / Calculations for a TI of an existing Pizza Hut. Structural Calculations for Tenant Improvements Pizza Hut Store 013898 14638 Tukwila Intl. Blvd. Tukwila, WA 98168 Emerald City Pizza, LLC 12121 Harbour Reach DR #200 Mukilteo WA, 98275 c/o: Robert Hernandez (425) 493-8077 x108 (desk) rhernandezc emeraidcitvaizza.cam Structural AndersonChase, Inc. Engineer: a structural engineering corporation 5726 100th Street SW, Suite 200 Lakewood, WA 98499 Contact: Mark A Anderson, PE, SE 253-212-2310 markCtandersonchase.com 1 of 23 Date: 05/2/2017 Design by: MM Project Number: 17.031 Code: 2015 IBC Loads: I. Vertical Loads: 25 PSF Design Snow Load REVIEWED FOR LODE COMPLIANCE i'—OPROV[5C SEP 0 6 2097 City of Tukwila BUILDING DIVISION II. Lateral Loads: per 2105 IBC Seismic: Ss: 1.487 Sds: .991 R=6.5 S1: .557 Sdl: .557 CS=.109 (ASD) Wind: 110 MPH — Exposure B r7.- 01110 Enclawau NiAY 242017 E0E-FIQ7 ©C MTEE AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 Emerald City Pizza, LLC 12121 Harbour Reach DR #200 Mukilteo WA, 98275 c/o: Robert Hernandez (425) 493-8077 x108 (desk) rhernandezc emeraidcitvaizza.cam Structural AndersonChase, Inc. Engineer: a structural engineering corporation 5726 100th Street SW, Suite 200 Lakewood, WA 98499 Contact: Mark A Anderson, PE, SE 253-212-2310 markCtandersonchase.com 1 of 23 Date: 05/2/2017 Design by: MM Project Number: 17.031 Code: 2015 IBC Loads: I. Vertical Loads: 25 PSF Design Snow Load REVIEWED FOR LODE COMPLIANCE i'—OPROV[5C SEP 0 6 2097 City of Tukwila BUILDING DIVISION II. Lateral Loads: per 2105 IBC Seismic: Ss: 1.487 Sds: .991 R=6.5 S1: .557 Sdl: .557 CS=.109 (ASD) Wind: 110 MPH — Exposure B r7.- 01110 Enclawau NiAY 242017 E0E-FIQ7 ©C MTEE AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 4ndel2scncbaseTC PROJECT ?i 44 _Ti.1(LWlL4. JOB # DESIGNED CHECKED 2of23 DATE DATE — USE. 1 psf' 5 L — b3F L, — u.6 4c -12eyo a,s- aos cam) cr - ar:420 kat.) SCJ T ham- Yk u tr . • 4911 per — Off !1Ov ph Cu-) >40 5 Tri ptiorafer, p0 d tAr.. Jr,_ 2 13.'L`' vac_ kV w % 4,Xileta.aett .sa.up4v"0--. 437/ i 7."/z. N 1/2_,14L1 W! .�-- 0647. --�► Meyer; 24(6 0244 / /1c/12„. Olt 172X! 2 2?3 �'si �dw : _ L 7.57o3 W- 21r e'Z)oL v,l7 2,c.173 T 5410 t - to it4k. ('T L mebe ' lay 1111Pa r51 �y �25�` ,Gsit is -p t, c pN-- 1M -k %+ LZ 444.44. - 'Lb \ (Ile, 44- L YAC , i. ewic4+6 Fw ilia ) — «2 tr (x rt fit.. crf "MASSES Itccielkto AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 3of23 DESIGN PROPERTIES AND MATERIAL WEIGHTS ABOUT THIS GUIDE The applications provided in this guide are readily available through our nationwide network of distributors and dealers and are intended for use in single-family dwellings only. For information on using these products in multi -family dwellings, contact your iLevel representative. For commercial applications such as retail stores, office buildings, schools, restaurants, hotels, and nursing homes, please refer to the iLevel Trus Joist' Commercial TJI° L65, L90, H90, HS90 Joists Specifier's Guide (Reorder #COM -2000). Commercial products are typically designed, manufactured, and sold for each specific job. For more information on any iLevel product, please call 1-888-453-8358. Design Properties (100% Load Duration) Depth TJI® Basic Properties Reaction Properties Yieist ht (lbs/ft) Maximum Resistive Joist l x Only Moments' (in.2-lbs) (ft -lbs) Maximum Vertical Shear (lbs) 13/a" End Reaction (lbs) 31/2" Intermediate Reaction (lbs) No Web Stiffeners With Web Stiffeners 110 2.3 2,380 140 1,220 885 1,935 N.A. 9'/" 210 2.6 2,860 167 1,330 980 2,145 N.A. 230 2.7 3.175 183 1,330 1.035 2,410 N.A. 110 2.5 3,015 238 1,560 885 1,935 2,295 210 2.8 3,620 283 1,655 980 2,145 2,505 111/2" 230 3.0 4,015 310 1,655 1,035 2,410 2,765 360 3.0 6,180 419 1,705 1,080 2,460 2.815 560 4.0 9,500 636 2,050 1,265 3,000 3,475 110 2.8 3,565 351 1,860 885 1,935 2,295 210 3.1 4,280 415 1,945 980 2,145 2,505 14" 230 3.3 4,755 454 1,945 1,035 2,410 2,765 360 3.3 7,335 612 1,955 1,080 2,460 2,815 560 4.2 11,275 926 2,390 1,265 3,000 3,475 210 3.3 4.895 566 2,190 980 2,145 2,505 16" 230 3.5 3.5 5,440 8,405 618 830 2,190 2,190 1,035 1,080 2,410 2,460 2.765 2,815 360 560 4.5 12,925 1,252 2,710 1,265 3,000 3,475 1) Caution Do not increase joist moment design properties by a repetitive member use factor. Tile joists are intended for dry -use applications General Notes • Design reaction includes all loads on the joist. Design shear is computed at the inside face of supports and includes all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with ICC ES ESR -1153, and these increases are reflected in span tables. • The following formulas approximate the uniform load deflection of 0 (inches): For For Tll®110, 210, 230, and 360 Joists The 560 Joists 0 = 22.5 wL4 + 2.67 wLz El d x 105 W = L = d = El = A _ 22.5 wL4 + 2.29 wLz El dx105 uniform load in pounds per linear foot span in feet out -to -out depth of the joist in inches value from table above Material Weights (Include TA® weights in dead load calculations - see Design Properties table at left for joist weights) Floor Panels Southern Pine '/2" plywood 17 5/e" plywood 2 0 psf 3/4' plywood 2 5 psf 11/2" plywood 3 8 psf lh" OSB 18 psf OSB 2 2 psf 3/a" OSB 2 7 psf 1/2" OSB 3 1 psf, 11/s" OSB 41 psf Based on, Southern pine -40 pot for plywood, 44 pot for OSB Roofing Asphalt shingles 2 5 psf Wood shingles 2 0 psf Clay tile 9 0 to 14.0 psf Slate (3h" thick) 15.0 psf Roll or Batt Insulation (1" thick): Rock wool 0 2 psf Glass wool 01 psf Floor Finishes Hardwood (nominal 1") . 4 0 psf Sheet vinyl 05 psf Carpet and pad 1.0 psf 3/4" ceramic or quarry tile 10.0 psf Concrete: Regular (1") 12.0 psf Lightweight (1") 8 0 to 10.0 psf Gypsum concrete (3/a") .... . ......... . ..... ..6.5 pst Ceilings Acoustical fiber tile 10 psf 'h"gypsum board .........................2.2 psf 5/8" gypsum board 2 8 psf Plaster (1" thick) 8 0 psf Code Evaluations: See ICC ES ESR -1153 and ICC ES ESR -1387 Level Trus Joist' TJI' Joist Specifier's Guide TJ -4000 February 2008 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 3 4of23 - FLOOR SPAN TABLES Not all products are available in all markets. Contact your iLevel representative for information. TDI® 110 Joists T11® 210 Joists ly"-13/4 3h" 1--2s/ib' 91h" 11ri5" 14" 16" TBI® 230 Joists T1I® 360 Joists r1/2" 1W /16" 11'/s" 14" 16" 1 TJI® 560 Joists L/480 Live Load Deflection Depth The 40 PSF Live Load/ 10 PSF Dead Load 40 PSF Live Load / 20 PSF Dead Load 12" o.c. I 16" o.c. 119.2" o.c. I 24" o.c. 12" o.c. I 16" o.c. 1 19.2" o.c. 1 24" o.c. I 19.2" o.e. I 24" o.c. 110 16'-5" 15'-0" 14'-2" 13'-2' 16'-5" 15"-0" 13'-11' 12'-5" 9'/i' 210 17'-3" 15'-9" 14'-10" 13"-10' i2'-3" 15'-9" 14'-10" 13'-8" 19'-7" 17'-11` 230 17'-8" 16'-2" 15'-3" 14'-2" 11'-8" 16'-2" 15'-3" 14'-2" 17'-3" 110 19'-6" 17'-10" 16'-10" 15'-5"01 19'-6" 17'-3" 15'-8" 14'-0"11 16'-10" 210 20'-6" 18'-8" 11'-8" 16'-5" 20'-6" 18'-8" 17'-3" 15'-5"11) 11r/e" 230 21'-0" 19'-2" 18'-1" 16'-10" 21'-0" 19'-2" 18'-1" 16'-3"r0 23'-2" 360 22'-11" 20'-11" 19'-8" 18'-4" 22'-11" 20'-11" 19'-8" Il' -10"4n 24'-9" 560 26'-1" 23'-8" 22'-4" 20'-9" 26'-1" 23'-8" 22'-4" 20'-9"I» 14'-7"r» 110 22'-2" 20'-3" 18'-9" 16'-9"m 21'-8" 18'-9" 17'-1"11 14'-7"1> 14" 210 23'-3" 21'-3" 20'-0" 18'-4"11 23'-3" 20'-7" 18'-941 16'-2"r» 14" 230 23'-10" 21'-9" 20'-6" 19'-1" 23'-10" 21'-8" 19'-9" 17'-1"n) 32'-8" 29'-9" 360 26'-0" 23'-8" 22'-4" 20'-9"m 26'-0" 23'-8" 22'-4"m 17'-10"41 22'-0"11 560 29'-6" 26'-10" 25'-4" 23'-6" 29'-6" 26'-10" 25'-4"m 20'-11"0 20'-7"»> 21'-5"11 210 25'-9" 23'-6" 22'-0"11 19'-5"m 25'-5" 22'-0'tt> 20'-1"i» 16'-2"1> 16" 230 26'-520'-7"m1* 28'-9" 26`-3" 22'-9" 24'-8"11 20'-7"m 21'-5"w 26'-5" 28'-9" 23"-? 26'-391 21'-2"pl 22'-4"11 17'-1"m 17'-10"m 360 560 32'-8" 29'-8" 28'-0" 25'-241> 32'-8" 294" 26'-3"1F 20'-11"11 L/360 Live Load Deflection (Minimum Criteria per Code) Depth The40 PSF Live Load / 10 PSF Dead Load 40 PSF Live Load 120 PSF Dead Load 12" o.c. I 16" e.c. 1 19.2" o.c. I 24" a.c. 12" o.c. 1 16" o.c. I 19.2" o.e. I 24" o.c. 19.2" o.c. I 110 18'-2" 16'-7" 15'-3" 13'-8" I7'-8" 15'-3" 13'-il" 12'-5" 9W' 210 19'-1" 17'-5" 16'-6" 15'-0" 19'-1' 16'-9" 15'-4' 13'-8" Zi' -4" 230 19'-7" 17'-11` 16'-11" 15'-9" l9'-7" I7'-8" 16'-1" 14'-5' N.A. 110 21'-7" 18'-11" 17'-3" 15'-5"m 19'-11" 17'-3" I5'-8' 14'-0"11 24'-5" 210 22'-8" 20'-8" 18'-11" 16'-10" 21'-10" 18'-11" I7'-3' 15'-5"m 11'/" 230 23'-3" 21'-3" 19'-11" 17'-9" 23'-0" 19'-11" 18'-2" 16'-3"r1 360 25'-4" 23'-2" 21'-10" 20'-4"a> 25'-4" 23'-2" 21'-70'w 17'-10"m 560 28'-10" 26'-3" 24'-9" 23'-0" 28'-10" 26'-3" 24'-9" 20'-11"w 110 23'-9" 20'-6" 18'-9" 16'-9"11 21'-8" 18'-9" 1T -1"m 14'-7"r» 210 25'-8" 22'-6" 20'-7" 18'-4"m 23'-9" 20'-7" 18'-9"r1 16'-2"10 14" 230 26'-4" 23'-9" 21'-8" 19'-4"11 25'-0" 21'-8" 19'-9" 17"-1"m 360 28'-9" 26'-3" 24'-9"11 21'-5"0/ 28'-9" 26'-3"r» 22'-4"f1 17'-10"41 560 32'-8" 29'-9" 28'-0" 25'-2"1> 32'-8" 29'-9" 26'-3"r» 20'-11"m 210 27'-10" 24'4' 22'-0"11 19'-5"m 25'-5" 22'-0"11 20'-1"m 16'-2"m 16" 230 29'-2° 25'-5" 31'-10° 29'-0" 23'-2" 26'-10"11> 20'-7"»> 21'-5"11 26'-9" 31'-10" 23'-2" 26'-10"w 21'-2"11 22'-4" In 17'-1"40 11'-10"1) 360 560 36'-1" 32'41" 31'-0"11 25'-2"m 36'-1" 31'-6"r1 26'-3"41 20'-l1"m (1) Webs iffeners are required at intermediate supports of continuous -span joists when the intermediate bearing length is less than 51/4" and the span on either side of the intermediate bearing is greater than the following spans: Tll® 40 PSF Live Load I ID PSF Oead load 40 PSF Live Load / 20 PSF Dead Load 12" o.c. 1 16" o.c. 119.2" o.c. I 24" o.c. 12" cc. I 16" o.c. 1 19.2" o.c. I 24" o.c. 110 N.A. N.A. N.A. 15'-4" N.A. N.A. 16'-0" 12'-9" 210 N.A. N.A. 2I'-4" 17'-0" N.A. Zi' -4" 17'-9" 14'-2" 230 N.A. N.A. N.A. 19'-2" N.A. N.A. 19'-11" 15'-11" 360 N.A. N.A. 24'-5" 19'-6" N.A. 24'-5" 20'-4" 16'-3" 560 N.A. N.A. 29'-10" 23'-10" N.A. 29'-10" 24'-10" 19'-10" Long-term deflection under dead load, which includes the effect of creep, has not been considered. Bold italic spans reflect initial dead load deflection exceeding 0.33". How to Use These Tables 1. Determine the appropriate live load deflection criteria. 2. Identify the live and dead load condition. 3. Select on -center spacing. 4. Scan down the column until you meet or exceed the span of your application. 5. Select TJI® joist and depth. Live load deflection is not the only factor that affects how a floor will perform. To more accurately predict floor performance. use our T1 -Pro'' Ratings. General Notes • Tables are based on: — Uniform loads. — More restrictive of simple or continuous span. — Clear distance between supports (13/4" minimum end bearing). • Assumed composite action with a single layer of 24" on -center span -rated, glue -nailed floor panels for deflection only. Spans shall he reduced 6" when floor panels are nailed only. • Spans generated from iLevel® software may exceed the spans shown in these tables because software reflects actual design conditions. • For loading conditions not shown, refer to software or to the load table on page 5. 4 iLevel Trus Joist" TJI' Joist Specifier's Guide TJ -4000 February 2008 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 5 of 23 FLOOR DETAILS Load bearing or shear wall above (must stack over wall below) Blocking panel Web stiffeners required each side at BIW 00 !RC 502.1 requires lateral restraint (blocking) at all intermediate supports in Seismic Design Categories Do, Os, and Di to strengthen the floor diaphragm Load bearing wall above (must stack over wall below) 2x4 minimum squash blocks Web stiffeners required each side at B2W m® Blocking panels maybe required with shear walls above or below— see detail Bt 1/16" Intermediate Bearing — No Load Bearing Wall Above Web stiffeners required each side at B3W Blocking panels maybe required with shear walls above or below— see detail BI Top flange hanger 0.1fHirt Face mount hanger Web stiffeners required if sides of hanger do not laterally support at least 1/2" of T110 joist top flange • Flush bearing plate required. Maximum 1/e" overhang permitted at beam. Two 21' screws for 2x_ strapping connections Directly applied ceiling el When specified on the layout one of the above bracing options is required Apply subfloor adhesive to all contact surfaces Two 8d (0.113" x 2W) nails or 21/" screws, typical Backer block: Install tight to top flange no bottomflange with face mouountt haangers)..Attach with ten 10d (0.128' x 3') when possible. 1gT nails, clinched Backer block both sides of web with single TJIe joist 1 44. 011 Filler Klock: Nail with ten lOd 0 (0.128" x 3") nails, clinched. Use ten 16d (0.135" x 3W) nails from each side with T110 560 joists. ®With fop Range hangers, backer block required only for downward loads exceeding 250 lbs or for uplift conditions ,, Loadd from above IP •uI�► on 2x4 minimum squash blocks 1/r6" SUse 2:4 minimum squash blocks to transfer load around TOP (gist Filler and Backer Block Sizes The 110 210 230 or 360 560 Depth 911 or 14„ 11/e 91/2" or 11/e" 14" or 16" 911/2" or 11/e 14° or 16" ltr/e" _ 14" or 16" Filler Block" (Detail H2) 2x6 2x6 4'-0" long 2x8 2x10 6'-0" long 3/" 2x6 +3/8" 2x8 + 3/6" sheathing sheathing 2x6+3/e" 2e10+3%" sheathing sheathing 4'-0" long 6'-0" long 3/" or /e" 2x6 + 1/2' 2x8 + 1/2" sheathing sheathing 2x6+V2" 12x10+1e sheathing sheathing 4'-0" long 6'-0" long 1" net Two Two 2x6 2x8 Not applicable 2x6 2x8 Cantilever Filler (Detail E4) Backer Block" (Detail F1 or H2) Vs" or (1) If necessary, increase filler and ba ker block height for face mount hangers and maintain 44" gap at top of joist. See detail W. Filer and backer block dimensions should accommodate required nailing without splitting. The suggested minimum length is 24" for filler and 12" for backer blocks. Fastener Spacing and Diaphragm Design Information for TJI® Joists 1) One row of asteners permitted (two at abutting panel edges) for diaphragms. Stagger nails when using 4" on-cente spacing and maintain 3/4" joist and panel edge distance. For other applications, multiple rows of fasteners are permitted i the rows are offset at least 14" and staggered. (2) To achieve )de -tabulated, unblocked diaphragm design values for T11•110, 210, and 230 joists, use fasteners in combina- tion with an ASTM D3498 non -polyurethane sub -floor adhesive. For nailed -only conditions, use 85% of code -tabulated values. (3) Can be reduced to 3" on -center for light gauge steel straps with 10d (0.148" x 114") nails. • Maximum spacing of nails is 18" on -center. • 14 ga. staples may be substituted for 8d (0.113" x 21/2") nails it minimum penetration of l" is achieved. • Table also applies to the attachment of TJI• rim joists and blocking panels to the wall plate. Also see nailing requirements on page 8 iLevel Trus Joist' TJI• Joist Specifier's Guide TJ -4000 February 2008 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 Closest On -Center Sjacing er Row" Diaphragm Desi• n Intormatlonf21 8d (0.113" x 241. 10d (0148" x 31, Equivalent Maximum Me 8d (0.131" x 21/21 12E1(0.148" x 314" 16d (0.162" x 3W") Nominal Capacity 10d (0.128" x 3"), 12d (0.128" x 31/4") , 16a (0.135" x 31/24; Framing Width (plf) 110 and 210 4" 4"131 6" 2' 425 230 4' xiLi 6" 3" 480 360 and 560 3"(en) 6" 3' 720 1) One row of asteners permitted (two at abutting panel edges) for diaphragms. Stagger nails when using 4" on-cente spacing and maintain 3/4" joist and panel edge distance. For other applications, multiple rows of fasteners are permitted i the rows are offset at least 14" and staggered. (2) To achieve )de -tabulated, unblocked diaphragm design values for T11•110, 210, and 230 joists, use fasteners in combina- tion with an ASTM D3498 non -polyurethane sub -floor adhesive. For nailed -only conditions, use 85% of code -tabulated values. (3) Can be reduced to 3" on -center for light gauge steel straps with 10d (0.148" x 114") nails. • Maximum spacing of nails is 18" on -center. • 14 ga. staples may be substituted for 8d (0.113" x 21/2") nails it minimum penetration of l" is achieved. • Table also applies to the attachment of TJI• rim joists and blocking panels to the wall plate. Also see nailing requirements on page 8 iLevel Trus Joist' TJI• Joist Specifier's Guide TJ -4000 February 2008 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 6 of 23 ROOF SPAN TABLE Maximum Horizontal Clear Spans—Roof O.C. Spacing De th p Tll ' Design Live Load (LL) and Dead Load (DL) in PSF Non -Snow (125'%) Snow Load Area (115%) 2011+1501 2011+2001 2511+1501 3011+1501 4011+1501 501E+1501 Low I High Low I High Low I High Low I High Low I High Low I High 110 19'-3" 17'-2" 18'-4" 16'-3" . 18'-5" 16'-6" 17'-9" 15'-11" 16'-7" 15'- 0' 15'-6' 14'-3" 91/2" 210 20'-5" 18'-2" 19'-5" 17'-3" 19'-6° 17'-6" 18'-9" 16'-11" 17'-7" 15'-11" 16'-7" 15'-1" 230 21'-0" 18'-9" 20'-0" 17'-9" 20'-2' 18'-0" 19'-4" I7'-5° 18'4" 16'-4" 17'-1" 15'-6" 110 23'-0" 20'-6" 21'-11" 19'-5" 22'-0" 19'-9" 20'-11" 19'-1" 19'- 0" 17'-11" 17'-6" 16'-11" 210 24'-4" 21'-9" 23'-3" 20'-7" 23'-4" 20'-11" 22'-5" 20'-2" 20'-10" 19'- 0" 19'-2" 18'-0" 111/2" 230 25-1" 22'-5" 23'-11" 21'-3" 24'-1" 21'-7" 23'-1" 20'-10" 21'-7" 19'-7" 20'-3" 18'-7" 360 27'-9" 24'-9" 26'-5" 23'-5° 26'-7" 23'-10" 25'-6" 23'- 0" 23'-11" 21'-7" 22'-7" 20'-6" 560 31'-11" 28'-6" 30'-5" 27'- 0" 30'-7" 27'-5° 29'-5" 26'-5" 27'-6" 24'-10" 26'- 0" 23'-7" 16" 110 26'-3" 23'-5" 25'- 0" 22'-2" 24'-1' 22'-6' 22'-9" 21'-9" 20'-8" 19'-11" 19'-1" 18'-5" 210 27'-9" 24'-9" 26'-5" 23'-5° 26'-5" 23'-9" 25'- 0" 22'-11" 22'-8" 21'-7" 20'-11" 20'-3" 14" 230 28'-7" 25'-6" 2T-2" 24'-2" 27'-4' 24'-6" 26'-4" 23'-8" 23'-11" 22'-3" 22'-0" 21'-1" 360 31'-6" 28'-2" 30'-0" 26'-8" 30'-2° 27'-1" 29'-0" 26'-1" 27'-2" 24'-7" 25'-8" 23'-4" 560 36'-3" 32'-4° 34'-6" 30'-7" 34'-8" 31'-1" 33'-4" 30'-0° 31'-2" 28'-3" 29'-6" 26'-9" 210 30'-9" 27'-5' 29'-4" 26'- 0" 28'-3" 26'-5" 26'-9" 25'-6" 24'-3" 23'-4° 22'-4" 21'-8" 16" 230 31'-8" 34'-11" 28'-3" 31'-2" 30'-2' 33'-3" 26"-9" 29'-6" 29'-10° 33'-5" 27'-2' 30'- 0" 28'-2" 32'-2" 26'-3" 28°-11" 25`-7" 30'-1" 24'-7" 27'-2" 23'-7" 26'- 0" 22'-10° 25'-10" 360 560 40"-I" 35'-9" 38'-2" 33°-I1" 38"-4° 34'-5" 36`-11* 33'-2" 34'-6° 31'-3° 31'-8" 29'-8" 110 18'-1" 16'-1" 17'-3" 15'-3" 17'-4" 15'-6" 16'-8" 15'- 0" 15'-5" 14'-1" 14'-2" 13'-4' 91/" 210 19'-2" 17'-1" 18'-3° 16'-2" 18'-4' 16'-5" 17'-8" 15'-10" 16'-6" 14'-11" 15'-7" 14'-2" 230 19'-9" I7'-7" I8'-10" 16'-8" 18'-11" 16'-11" 18'-2" 16'-4" 17'-0" 15'-4" I6'-1" I4'-7" 110 21'-7" 19'-3" 20'-7" 18'-3" 20'-3" 18'-6" 19'-1" 17'-1I" 17'-4" 16'-8" 16'-0" 15'-5" 210 22'-11" 20'-5" 21'-10" 19'-4" 21'-1I" 19'-8" 20'-11" 18'-11" 19'-0" 17'-10" 17'-6" 16'-11" 111/e" 230 23'-7" 21'-1" 22'-6" 19'-11" 22'-7" 20'-3" 21'-8" 19'-6" 20'-0" 18'-4" 18'-5" 17'-5" 360 26'-1" 23'-3" 24'-10" 22'-0° 24'-11" 22'-4" 24'- 0" 21'-7" 22'-5" 20'-3" 21'-2" 19'-3" 560 30'- 0" 26'-9" 28'-1" 25'-4" 28'-8" 25-9" 27'-7" 24'-10" 25-9" 23'-4" 24'-4" 22'-2" 19.2" 110 24'-6" 22'- 0" 22'-9" 20'-10" 22'-0" 20'-11" 20'-9" 19'-10" 18'-10" 18'-2" 17'- 0" 16'-10" 210 26'-0" 23'-3" 24'-10" 22'-0" 24'-2" 22'-4" 22'-10" 21'-7" 20'-8" 19'-11" 18'-10" 18'-5" 14" 230 26'-10" 23'-11" 25-7' 22'-8" 25-5" 23'-0" 24'-0" 22'-3" 21'-10" 20'-11" 20'-1" 19'-5" 360 29'-7" 26'-5" 28'-2" 25'-0" 28'-4" 25'-5" 27'-3" 24'-6" 25-6" 23'-1" 21'-1" 2P-8" 560 34'-0" 30'-4" 32'-5" 28'-9" 32'-7" 29'-2" 31'-4" 28'-2" 29'-3" 26'-6" 26'-5" 25-2" 210 28'-8" 25'-9" 26'-9" 24'-5" 25'-10° 24'-6" 24-5 23'-4" 22'-1° 21'-4" 18'-10" 19'-8° 16" 230 29'-9" 32'-10" 26"-7" 29'-3" 28'-2' 31'-3" 25'-2" 27'-9" 27'-3° 31'-5' 25'-6" 28'-2" 25'-9° 30'-2' 24'-7" 27'-2" 23'-4' 25'-7" 22'-6" 25'-3" 21'-2" 21'-7" 20'-9" 2P-8" 360 560 37'-8" 33'-7" 35'-10' 31'-10" 36'-0° 32'-4" 34'-8° 31'-2" 31'-3" 29'-4" 26'-5" 25'-5" 110 16'-9" 14'-11" 15'-11" 14'-2" 16"-0" 14'-4" 15'-2" 13'-I0" 13'-9" 13'-0' 12'-8" 12'-3" 91" 210 17'-9" 15"-1D" 16"-11" I5'- 0" 17'- 0' 15'-3" 16'-4" 14'-8" 15"-1° 13'-10" 13'-11" 13`-1" 230 18'-3" 16'-4" 17'-5" 15'-5" 17'-6" 15'-8" 16<l0" 15'-2" 15'-8° 14'-3" 14'-8" 13'-6" 110 20'-0" 17'-10" 18'-9" 16'-11" 18'-1" 17'-2" 17'-1" 16'-4" 15-6" 14' -Il" 13'-7" 13'-10" 210 21'-2" 18'-11" 20'-2" 17'-il" 19'-10" 18'-2° 18'-9" 17'-7" 17°- 0" 16'-4" 15'-0" 15-2" 111e" 230 21'-10" 19'-6" 20'-10" 18'-5" 20'-11" 18'-9" 19'-9" 18'-1" 11'-11" 17'- 0" 16'-6" 16'- 0° 360 24'-1" 21'-6" 23'- 0" 20'-5" 23'-1" 20'-8" 22'-2" 20'- Cl'' 20'-5" 18'-9" I /'-3" 11'-4" 560 27'-9" 24'-9" 26'-5" 23'-6" 26'-7" 23'-10" 25-6" 23'- 0" 23'-10" 21'-7° 21'-1" 20'-3" 24" 110 21'-10" 20'-4" 20'-4" 19'-1" 19'-8" 18'-8" 18'-7" 17'-9" 16'-0" 16'-3" 13'-7" 14'-2" 210 24'- 0" 21'-6" 22'-4" 20'-5" 21'-7" 20'-6" 20'-4" 19'-6" 17'-10" 17'-9" 15-0" 15-8" 14" 230 24'-10" 22'-2" 23'-7" 21'- 0" 22'-9" 21'-4" 21'-6" 20'-6" 19'-6" 18'-9" 16'-11" 16'-7" 360 27'-5" 24'-6" 26'-1" 23'-2" 26'-3" 23'-6° 25'-0" 22'-8° 20'-5" 20'-2" 17'-3" 17'-4" 560 31'-6" 28'-1" 30'- 0" 26'-8" 30'-2" 27'-0" 29'- 0" 26'-1" 24'-I1" 23'-7" 21'-1" 20'-3" 210 25'-8" 23'-11" 23'-11" 22'-4" 23'-1" 21'-11" 21'-9" 20'-10' 17'-10" 18'-3" 15'-0" 15'-8" 230 27'-1" 24'-7" 25'-2" 23'-3" 24'-4" 23'-1" 23'- 0° 22'- 0" 20'-0" 19'-4" 16'-11" 16'-7" al 360 30'-4° 27-I" 28'-I1" 25'-8" 28'-2" 26'-1" 25'-0" 24'-I" 20'-5" 20'-2" 1T-3" 17'-4° 560 34'-10" 31'-2" 33'-2" 29'-6"_ 30'-6" 28'-3" 24'-11" 23"-7" 21'-1" 20'-3" 4v_ See page 17 for Ceneral Notes and information on how to use this table 16 iLevel Trus Joist" TJI" Joist Specifier's Guide TJ -4000 February 2008 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 7 of 23 (i{ F 0 R T E `' MEMBER REPORT Level, Roof Joist { f 1 piece(s) 16" T]I® 360 @ 24" OC Overall Sloped Length: 27' 1 3/8" All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 1083 @ 2 1/2" 1731 (3.50") Passed (63%) 1.15 1.0 D + 1.0 S (All Spans) Shear (lbs) 1060 @ 3 1/2" 2519 Passed (42%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft -lbs) 7112 @ 13' 6 1/2" 9666 Passed (74%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.745 @ 13' 6 1/2" 0.889 Passed (L/430) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 1.192 @ 13' 6 1/2" 1.334 Passed (L/269) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (1/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 4' o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 27' 1" o/c unless detailed otherwise. Supports Bearing Length Loads to Supports (lbs) Accessories Total Available Required Dead Snow Total 1 - Beveled Plate - SPF 3.50" 3.50" 1.75" 406 677 1083 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.75" 406 677 1083 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intend circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or i in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 Dead Snow Loads Location (Side) Spadng (0.90) (1.15) Comments 1 - Uniform (PSF) 0 to 27' 1" 24" 15.0 25.0 Roof Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intend circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or i in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 AndersonChase, Inc 5726 100th Street SW, Suite 200 Lakewood, WA 98499 253-212-2310 Multiple Simple Beam Lic. # : KW -0601 0057 Description : New Roof Beams Wood Beam Design : West Roof Beam BEAM Size : Wood Species : Fb - Tension Fb -Compr Applied Loads 6x12, Sawn, Fully Braced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Douglas Fir - Larch Wood Grade : No.1 1,350.0 psi Fc - Prll 925.0 psi Fv 170.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pcf 1,350.0 psi Fc - Perp 625.0 psi Ft 675.0 psi Eminbend - xx 580.0 ksi i 8 of 23 File = p:12017117,031 PH - Tukwilalbeams.ec6 ENERCALC, INC. 1983-2017, Build:8.17.2.28, Ver:8.17.2.28 Licensee : ANDERSON CHASE INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Unif Load: D = 0.0120, S = 0.0250 klft, Trib=13.0 ft Design Summary Max fb/Fb Ratio = 1.044. 1 fb : Actual : 1,620.31 psi at 8.250 ft in Span # 1 Fb : Allowable : 1,552.50 psi Load Comb: +D+S+H Max fvlFvRatio = 0.427: 1 fv : Actual : 83.44 psi at 0.000 ft in Span # 1 Fv : Allowable : 195.50 psi Load Comb : +D+S+H Max Reactions (k) D L Lr S Left Support 1.29 2.68 Right Support 1.29 2.68 0(0.1580) S(0.3250) 16.50 ft, 6x12 Max 'Deflections w f� ti Downward L+Lr+S 0.489 in Downward Total 0.723 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Deft Ratio 405 >360 Total Deft Ratio 273 >240 Wood Beam Design : West Roof Beam BEAM Size : Wood Species : Fb - Tension Fb - Compr Applied Loads Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 6x12, Sawn, Fully Braced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Douglas Fir - Larch Wood Grade : No.1 1,350.0 psi Fc - Prll 925.0 psi Fv 170.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pcf 1,350.0 psi Fc - Perp 625.0 psi Ft 675.0 psi Eminbend - xx 580.0 ksi Unif Load: D = 0.0120, S = 0.0250 klft, Trib= 13.0 ft Design Summary Max fb/Fb Ratio = 0.981 • 1 fb : Actual : 1,523.59 psi at 8.000 ft in Span # 1 Fb : Allowable : 1,552.50 psi Load Comb: +D+S+H Max fv/FvRatio = 0.414: 1 fv : Actual : 80.91 psi at 0.000 ft in Span # 1 Fv : Allowable : 195.50 psi Load Comb : +D+S+H Max Deflections Max Reactions (k) D L Lr S W E I-1 Downward L+Lr+S 0.432 in Downward Total 0.639 in Left Support 1.25 2.60 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 1.25 2.60 Live Load Deft Ratio 444 >360 Total Deft Ratio 300 >240 0(0.1560) $103250) 16.0 ft, 6x12 Wood Beam Design : West Roof Beam Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 BEAM Size : 6x1 2, Sawn, Fully Braced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade : No.2 Fb - Tension 875.0 psi Fc - Prll 600.0 psi Fv 170.0 psi Ebend- xx 1,300.0 ksi Density 31.20 pcf Fb - Compr 875.0 psi Fc - Perp 625.0 psi Ft 425.0 psi Eminbend xx 470.0 ksi Applied Loads Unif Load: D = 0.0120, S = 0.0250 klft, Trib= 13.0 ft Design Summary Max fb/Fb Ratio fb : Actual : Fb : Allowable : Load Comb : Max fv/FvRatio = fv : Actual : Fv : Allowable : Load Comb : Max Reactions (k) Left Support Right Support 0.924. 1 929.93 psi at 6.250 ft in Span # 1 1,006.25 psi +D+S+H 0.311: 1 D(0.1560) $(0.3250) 11111111111011111111111111111111111.11111. 60.84 psi at 11.583 ft in Span # 1 12.50 ft, 6x12 195.50 psi +D+S+H ' Max Deflections D L Lr S w E H Downward L+Lr+S 0.198 in Downward Total 0.293 in 0.98 2.03 Upward L+Lr+S 0.000 in Upward Total 0.000 in 0.98 2.03 Live Load Defl Ratio 757 >360 Total Deft Ratio 511 >240 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 AndersonChase, Inc 5726 100th Street SW, Suite 200 Lakewood, WA 98499 253-212-2310 Multiple Simple Beam Lic. # : KW -06010057 Wood Beam Design : Existing 4x8 - for reaction BEAM Size : Wood Species : Fb - Tension Fb - Compr Applied Loads Unif Load: D = 0.0120, S = 0.0250 klft, Trib= 12.0 ft Design Summary Max fb/Fb Ratio = fb : Actual : Fb : Allowable : Load Comb : Max fv/FvRatio = N : Actual : Fv : Allowable : Load Comb : 9 of 23 File = p:I2017\17.031 PH - Tuicwilalbeams.ec6 ENERCALC, INC. 1983-2017, Build:6.17.2.28, Ver:6.17.2.28 Licensee : ANDERSON CHASE INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 4x8, Sawn, Fully Braced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Douglas Fir - Larch Wood Grade : No.2 875.0 psi Fc - PHI 600.0 psi Fv 170.0 psi Ebend- xx 1,300.0 ksi Density 31.20 pcf 875.0 psi Fc - Perp 625.0 psi Ft 425.0 psi Eminbend - xx 470.0 ksi 1.063. 1 1,390.15 psi at 4.000 ft in Span # 1 1,308.13 psi +D+S+H 0.458: 1 89.59 psi at 0.000 ft in Span # 1 195.50 psi +D+S+H Max Reactions (k) D L Lr Left Support 0.58 Right Support 0.58 0(0.1440) S(0.30) 111111111111110111111111111111110111111111111111 8.0 ft, 4x8 Max Deflections s ILII E Li Downward L+Lr+S 0.192 in Downward Total 0,285 in 1.20 Upward L+Lr+S 0.000 in Upward Total 0.000 in 1.20 Live Load Defl Ratio 499 >360 Total Defl Ratio 337 >240 Wood Beam Design : New Wall header (max span) BEAM Size : Wood Species : Fb - Tension Fb - Compr Applied Loads Point: D = 0.580, S=1.20k@2.750ft Point: D = 0.580, S = 1.20 k @ 2.750 ft Design Summary Max fb/Fb Ratio fb : Actual : Fb : Allowable : Load Comb : Max fv/FvRatio = N : Actual : Fv : Allowable : Load Comb : Calculations per NOS 2015, IBC 2015, CBC 2016, ASCE 7-10 6x8, Sawn, Fully Braced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Douglas Fir - Larch Wood Grade : No.1 1350 psi Fc - Prll 925 psi Fv 170 psi Ebend- xx 1350 psi Fc - Perp 625 psi Ft 675 psi Eminbend = 0.734. 1 1,139.20 psi at 1,552.50 psi +D+S+H 0.331: 1 64.73 psi at 195.50 psi +D+S+H D L 2.750 ft in Span # 1 0.000 ft in Span # 1 Max Reactions (k) Left Support 0.58 1.20 Right Support 0.58 1.20 Lr 1600 ksi Density 31.2 pcf xx 580 ksi 5.50 ft, 6x6 Max Deflections WE H Downward L+Lr+S 0.047 in Upward L+Lr+S 0.000 in Live Load Defl Ratio 1413 >360 Downward Total Upward Total Total Defl Ratio 0.069 in 0.000 in 952 >240 Wood Beam Design : New Wall header (3.5' span) w/o existing column load Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 BEAM Size : 4x8, Sawn, Fully Braced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species : Hem Fir Wood Grade : No.2 Fb - Tension 850 psi Fc - Prll 1300 psi Fv 150 psi Ebend- xx 1300 ksi Density 26.83 pcf Fb - Compr 850 psi Fc - Perp 405 psi Ft 525 psi Eminbend - xx 470 ksi Applied Loads Unif Load: D = 0.0120, Design Summary Max fb/Fb Ratio = fb : Actual : Fb : Allowable : Load Comb : Max fv/FvRatio = N : Actual : Fv : Allowable : Load Comb : S = 0.0250 k/ft, Trib=12.0 ft 0.209 1 266.08 psi at 1,270.75 psi +D+S+H 0.176: 1 30.31 psi at 172.50 psi +D+S+H Max Reactions (k) D L Lr Left Support 0.25 Right Support 0.25 1.750 ft in Span # 1 2.905 ft in Span # 1 6{0.14401 S(0.30) Max Deflections S W E H Downward L+Lr+S 0.53 Upward L+Lr+S 0.53 Live Load Defl Ratio 3 50 ft. 44 0.007 in Downward Total 0.000 in Upward Total 5959 >360 Total Defl Ratio 0.010 in 0.000 in 4026 >240 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 AndersonChase A STRUCTURAL ENGINEERING CORPORATION 5726 tooth Street SW, Suite 200 Lakewood, WA 98499 253-212-2310 Project Name: PH - Tukwila Project li: 17-031 Design By: MAA Date: 5/1/20 t7 10 of 23 NAIL SINGLE SHEAR WOOD -WOOD or WOOD -METAL and COMBINED WITHDRAWAL DFL -- Douglas Fir -Larch DFS = Douglas Fir -South HF = Hem -Fir SP = Southern Pine Main Member: WOOD species: HF Fein 3500 psi tm 1.5 inch Nail Bins or (Ciommon: C Side Member: C D C M WOOD species: Fes is HF 3500 psi 1.5 inch METAL Fes. or Fu Is 46000 psi 0 inch Penny Weight 12 4 D 0-1480 inch Length 3.25 in Fyb 90000 psi End grain (yin) Toe nail (yin) Diaphragm (y1n) N N N Combined Lateral and Withdrawal: alpha 0 degrees Z = 102 lbs shear penetration into main member I_S inches W = 25 lbs/in withdrawal Nail Penetrates Main Member 0.888 in min I Single Shear (two member) Nail Withdrawal Combined Lateral and Withdrawal Design Value W'= Za'= 163 lbs 38 lbs 163 lbs Adjustment Factor C D C M C t C g C delta C d C eg Ctn Cdi Z 1.60 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 W 1.00 1.00 1.00 L� D L — Nail Length D = Shank diameter Notes: 1. Metal side members: Fu - 58000psi for ASTM A36 steel, and Fu = 45,000psi for ASTM A446 Grade A steel. 2. Depth factor, Cd, (NDS 12.3,4) based on penetration into main member of p = 12 * shank diameter of screw, with minimum penetration of p = 6 *d. AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 Z failure mode Re 1,000 353 Mode Is K(D) 2.200 132 Mode Illm kl 1.121 132 Mode Ills k2 1.121 102 Mode IV L� D L — Nail Length D = Shank diameter Notes: 1. Metal side members: Fu - 58000psi for ASTM A36 steel, and Fu = 45,000psi for ASTM A446 Grade A steel. 2. Depth factor, Cd, (NDS 12.3,4) based on penetration into main member of p = 12 * shank diameter of screw, with minimum penetration of p = 6 *d. AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 PROJECT A�7n�descEnChase JOB # DESIGNED CHECKED DATE 11 of 23 DATE lAau AO I) Da) - l.voV--I Uo tiL • e gra, r4 (AAA) 2 `��i✓r} T p °r u ft le) -U�'% 2a- tT X DT w 2. AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 5/2/2017 usGsDesign Maps Summary Report User -Specified Input Design Maps Summary Report 12 of 23 Report Titie PH - International Blvd Tue May 2, 2017 14:53:27 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.47132°N, 122.28528°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III • • Vashor USGS-Provided Output S5 = 1.487 g Sl = 0.557 g SM5 = 1.487 g SM1 = 0.835 g entol 7 tiL.. A • Maple Valley SOS = 0.991 g S01 = 0.557 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEa Response Spectrum Pend. r (sec ) 76 0 v+ 0es.gn Response Spectrum Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. https://earthy ina radeWmosl s/m g{e tt.cii act ewb y,WA' 3-122.2852Q2gsgjeilfsr3tftkcatego... 1/1 ,tnderscnChase A STRUCTURAL ENGINEERING CORPORATION 5726 100th Street SW, Suite zoo Lakewood, WA 98499 253-212-2310 Job # 17-031 Designed: MAA Checked: Project: PH - International Blvd SEISMIC ANALYSIS: Site Class: Site Class: C (IBC 1613.3.2, ASCE Table 20.3-1) Site Location: Latitude: 47.4713 Longitude -122.285 47.471315, -122.285282 Site Coefficients: (USGS Open -File Report 01-437) Ss= S1= 1.487 0.557 SMS=Fa• Ss= SMI=Fv`S1= F.= 1.00 Fv= 1.50 1.487 (IBC Eq.16-37) 0.835 (IBC Eq.16-38) Spectral Response Parameters: Som= 2/3 * SMs = 0.991 (IBC Eq.16-39) SD1 = 2/3 * SM1 = 0.557 (IBC Eq.16-40) Structure Period: T.= Ct " (h^)"= h„ = Ct = x= Cu = T(MAx)= Cu * Ta = 0.160 (ASCE Eq. 12.8-7) 16 Ft. 0.02 (ASCE Table 12.8-2) 0.75 (ASCE Table 12.8-2) 1.4 (ASCE Table 12.8-1) 0.224 (ASCE 12.8.2) Seismic Use Group: Risk Category: I or II I or II, Ill, IV (ASCE7 11.5.1) Seismic Design Category: Seismic Design Category: Seismic Design Category(Sos): Seismic Design Category(SD1): Seismic Response Coefficients Cs =SDs /(RITE) = R= IE _ CS(Max) = S01/((RIlE)`Ta) = SD1"TL / ((R /1E) * Ta^2)= CS(Min) _ 0.044 SDs I >=.01 = Not Required S1 <=0.6g 1= 13 of 23 Date: 5/2/17 Date: IBC 2015 / ASCE 7-10 1.00 (ASCE Table 1.5-2) D (IBC 1613.3.5, ASCE 11.6) D IBC Table 1613.3.5(1), ASCE Table 11.6-1 Short Period (S05) D IBC Table 1613.3.5(2), ASCE Table 11.6-2 1 Second Period (SD1) 0.153 (ASCE Eg 12.8-2) 6.50 (ASCE 7 Table 12.2-1) 1.00 (ASCE Table 1.5-2) 0.535 0.535 (ASCE Eq 12.8-3) 13.381 (ASCE Eq 12.8-4) 0.010 0.010 (ASCE Eq 12.8-5) (ASCE Eq 12.8-6) V=Cs"W= Ve = Cs/1.4 * W = 0.153 W (Ultimate Strength) 0.109 W (Allowable Stress) APA Rated SW's for T <= TL OK for T <= TL OK TL= 4 ASCE Section 12.8 & 11.4.5 (ASCE fig. 22-12 thru 22-16) AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 AndersonChase A STRUCTURAL ENGINEERING CORPORATION 5726 Io0N, Street SW, Suite 200 Lakewood, WA 98499 253-212-2310 Job # 17-031 Designed: MAA Date: 5/1/17 14 of 23 Project: PH -Tukwila WIND ANALYSIS: IBC 20151 ASCE 7-10 Risk Category iu i I, II, Ill or IV Figure 26.5-1A Iw= 1 00 (ASCE Table 1,5-2) 110 Typical Basic Wind Speed, V= 110 mph Section 26,5,1 Exposure Category: k ' Section 26-7.2 Mean Roof Height, h= 16.00 feet Alpha = 7 Parapet Height above roof, p= 3.46 feet Zg = 1200 Building Width, B= 46.00 feet Building Length, L= 50.00 feet 'Enclosed Building Natural Period = 0 2134 sec GCpi =+/- 0,18 Table 26.11-1 Natural Frequency = 4 6860 Hz >= 1 Hz Therefore, Rigid Structure per Section 26.9 G = 0.8500 gust effect factor defined in section 26.9 K2 = 2.01 (z/zg) 2/alpne (ASCE 7-10 Table 27.3-1) Section 27.3.1 K2t = (1 + Kt K2 K3)2 = 1.00 (ASCE 7-10 Eq. 26.8-1) Section 26.8.2 Ka = 0,85 (ASCE 7-10 Table 26-1) Section 26.6 I = 1 00 (ASCE 7-10 Table 1.5-2) Windward: P = qGCp - qi(GCpi) (ASCE 7-10) (Eq. 27.4-1) C, = 0.8 (windward) Figure 27,4-1 Table 27.3-1 Eq. 27.3-1 Eq. 27.4 -la Eq. 27.4-1b Eq. 27,4-1 Eq. 27.4-1 h Sec. 27.3.1 Sec. 27.3.2 External Internal Total Total feet K2 q (psf) g2GCp - q;(GCp,) q G Cp + qi q G Cp - qi(GCpi) 15 0 57 15.13 10 29 2 77 13.06 7 52 16 059 15.41 1048 277 1326 771 16 19,46 q=qh=q q=qP 15 41 10 48 2 77 13 26 7 71 16 30 Parapet Leeward: P = qGCp - qi(GCpi) (ASCE 7-10) (Eq.27.4-1) External Internal Total Total qh (psf) q„GCp - q;(GCp,) q G Cp - qi( q G Cp + qi(GCpi) 15 41 -6 55 2,77 -3 78 15.41 -6 32 2.77 -3 55 Parapet: Pp = qp GCp„ (ASCE 7-10) Windward Leeward qp(psf) gpGCp„ gpGCpn 16 30 24 45 -16 30 -9 33 Along L -9 10 Along B (Eq. 27.4-4) Totals Windward + Leeward h Along B Along L feet 16.6 (10,0) 168(10 1) 15 16.8 (10 1) 17 10 2) 16 168(101) 170(102) 16 40-8 (24-5) 40. 24. Parapet ( ) values are ASD = ULT x 0.6 Figure 27.4-1 Cp = -0 5 (Leeward along L) Cp = -0.48 (Leeward along B) Section 27,4.5 GC„„ = 1.5 GC„ _ -1.0 (Windward Parapet) (Leeward Parapet) Walls: P = qh [(GCp)-(GCpi)] (ASCE 7-10) (Eq. 30.4-1) h <60 ft Table 26,11-1 Area (ftz) GCp(4&5) Windward GCp(4) Leeward GCp(5) Leeward GCp, = 0 18 (Windward) 10 1 00 18 2 (10 9) -1 10 -19 71-11 8) -1 40 -24.4 (-14 6) GCp, = -0 18 (Leeward) 25 0 93 17 1 (10 3) -1 03 -18 7 (-11 2) -1 26 -22 2 (-13 3) gh(psf) = 15 41 50 0 88 16.3 (9.8) -0 98 -17.9 (-10 7) -1 16 -20 61-12 4) 200 0 77 14-7 (8 8) -0.87 -16.2 (-9 7) -0 94 -17 3 (-10 4) ( ) values are ASD = ULT x 0.6 AndersonChase, Inc 5521 100th Street SW, Suite B, Lakewood, Washington 98499 (253) 212-2310 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 4ricleiscnUiaseFC PROJECT JOB # DESIGNED CHECKED 15 of 23 DATE DATE d --ID ED - s6-)50141-: 0(4) rvew r : �I6u'u�'z 12 -7? -"Mx (to + iz t ugs - 2 x 2691 -se Co +) )U = W G5 -1(21 (t -3o) AIsCA,,D) Z 3 < 4110 Ct,0l4o) '1a V Gtiez4G Apeof= 24 Y cio L R(oo e t 2 = 1152© walks- mac,, xx.ia 64a;- &1cn'w. e- 811 p v 2)-0 u 2 r Z 431-7G0 . . �S .1Cx1 x (-Lir 47724 W t uo C,(2) p4r Qi -1(00 +(tit-1s0x e /946 Unato '(2 249/1- Z '242 -sr 10.2. 4LIo WtMD CD'ryV 1 r ,e -Di x lu•2 _ 4110 2.0 e(�7 1 m �jGr -E �t%� Z A- -122,1j �J Z e Z ��Z Z Z CL,u c,�h� C�•� 19c7641 • < 4772 ;- SE7Sitte AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 ( v u)aui u r 6EAsi c (6a) v46 e P _ 2(4-5- - 2 D w4.c, toy hbj x lD•2 o 314 e 1 -rte Z ur Z * caw co—ezewz.. ,r fi(2431U — -,tom D! ; kto sc7w — I u cer .E, :. `(w 4-3O _ X34 > S0S,(• Z. i 6a7 �,A,,4.s 'a? 1 z t os - cwtt/JAL .. _ 4 .4./ b!z 2 X 2407. by L --.5P . , _ ,,A.4t E - 1,o ©pauums : !tel G dr e G ��� ''` Sn. . L p.° To Y = 70-55 lei k - 'Zo55 Rom .5 a Pa ' S2 w Z. ? I c4, ��. cat (lc -142) t 4 ri 5do = 482 - 25`j/De. bL, S v t - Xt.6���J' /.3!t. (- I _ 421 o/N - 17 s /des-, sty wt � c.,r,. • - . 4e,csG ) 41,2 4. t?X� -7/A: cJr p 10+11) '�,.t ttJ k to4 24 KIS = 6,32 x. -to e 2,7 91,d tix. � •oT' iofa 4 xt(- y4t) Z0 w Xmr1ml� �� &A d lso/3. PROJECT 4ncleiscnCtiaseC JOB # DESIGNED CHECKED DATE DATE 16 of 23 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 4 AndersonChase A STRUCTURAL ENGINEERING CORPORATION 5726 100th Street SW, Suite 200 Lakewood, WA 98499 253.212-2310 Project: PH- Tukwila Job # 17-031 Designed: MAA Date: 5(1/17 17 of 23 30.7.1.2 Component & Cladding Parapet qh= 0.00256 KZKZtK. V` = 15.41376 psf KZ = 0.585416 KZt = 1.00 Ka = 0.85 V= 110 P1 Typ 9.82 Corner 9.82 P5 Windward Parapet Load Case A: P2 h= Parapet = -18.31 Typ -27.56 Corner 16.00 ft 3.46 ft Leeward Parapet Load Case B: 3 P4 -10.65 Typ -13.15 Corner P6 Pressures reducuce by 10% per Foot Note 5 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 Exposure B Windward Parapet Leeward Parapet area ft` gyp; (+) GCpi (-) zone Pt P2 zone P3 P4 ASD 10 0.18 -0.18 (9 9.82 -18,31 28.13 (g1 4.44 -10.65 15.09 20 0.18 -0.18 (3 9.32 -16.15 . 3 4.13 -10.15 14.29 50 0.18 -0.18 3 8.82 -14.00 22.82 13) 3.82 -9.66 13.48 100 0.18 -0.18 (..) 8.32 -11.84 20.16 10 3.51 -9.16 12.67 200 0.18 -0,18 d 7.82 -11.84 19.66 0 3.51 -8.66 12.17 500 0.18 0.18 8 7.32 -11.84 19.16 Q 3.51 -8.16 11.67 10 0.18 -0.18 5 9.82 -27.56 37.38 (5) 4.44 -13.15 17.59 20 0.18 -0.18 d 9.32 -22.32 31.64 3 4.13 -12.15 16.28 50 0.18 -0.18 QS 8.82 -17.08 25.90 Q 3.82 -11.15 14.98 100 0.18 -0.18 (.5� 8.32 -11.84 20.16 (5) 3.51 -10.15 13.67 200 0.18 -0.18 US 7.82 -11.84 19.66 Q 3.51 -9.16 12.67 500 0.18 -0.18 05 7.32 -11.84 19.16 05 3.51 -8.16 _ 11.67 Pressures reducuce by 10% per Foot Note 5 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 o is -Z iZ (£5Z) 0 0 to 3 m m a C) 0 C, 0 0 m m 0. •0 mD � Tl a nC z vi c of 0 0 Ore z w rs re 3 m z 0 m v n 0 1. Nominal unit shear capacities shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction requirements see 4.3.6. For ° specific requirements, see 4.3.7.1 for wood structural panel shear walls, 4.3.7.2 for particleboard shear walls, and 4.3.7,3 for fiberboard shear walls. See Appendix A for common and box nail dimensions. m 2. Shears are permitted to be increased to values shown for 15/32 inch (nominal) sheathing with same nailing provided (a) studs are spaced a maximum of 16 inches on center, or (b) panels are applied with long dimension across studs. ZS,' 3. For species and grades of framing other than Douglas -Fir -Larch or Southern Pine, reduced nominal unit shear capacities shall be determined by multiplying the tabulated nominal unit shear capacity by the m Specific Gravity Adjustment Factor = (1{0.5-G)), where G =Specific Gravity of the framing Lumber from the NDS (Table 12,3,3A). The Specific Gravity Adjustment Factor shall not be greater than I. 4. Apparent shear stiffness values G., are based on nail slip in framing with moisture content less than or equal to 19% at time of fabrication and panel stiffness values for shear walls constructed with either OSB g. or 3 -ply plywood panels. When 4 -ply or 5 -ply plywood panels or composite panels are used, G. values shall be permitted to be multiplied by 1.2. w5. Where moisture content of the framing is greater than 19% at time of fabrication, G. values shall be multiplied by 0.5. • 6 Where panels are applied on both faces of a shear wall and nail spacing is less than 6" on center on either side, panel joints shall be offset to fall on different framing members as shown below. Alternatively, the width of the nailed face of framing members shall be 3" nominal or greater at adjoining panel edges and nails at all panel edges shall be staggered. 7. Galvanized nails shall be hot -dipped or tumbled. Table 4.3A Nominal Unit Shear Capacities for Wood -Frame Shear Walls1'3,6,7 Wood -based Panels4 SW3ISAS ONIISIS3H-301;10A 1V:131V1 +I1111•1ni 'ILIA.. .1 41..k I • •1 Fastener Type & Size A SEISM B WIND Sheathing Material Minimum Nominal Panel Thickness (in.) Minimun Fastener Penetration In Framing Member or Blocking (In.) Panel Edge Fastener Spacing (in.) Panel Edge Fastener Spacini (in.) 6 4 3 2 6 4 3 2 vs (pif) Ge (kips/in.) v, (pit) Ge (kips/In.)-,(plf) v. G. (kips/in.) v. (pif) Ge (kips/In.) vw (pit) vW (pit) vW (pit) Ye (pit) Wood Structural Panels - Structural 14.5 5/16 1-1/4 Nail (common or galvanized box) 6d 400 OSB 13 PLY 10 600 OSB PLY 18 13 780 OSB 23 PLY 16 1020 OSB 35 PLY 22 560 840 1090 1430 3/82 7!162 15/32 1-3/8 Bd 460 510 560 19 16 14 14 13 11 720 790 860 24 21 18 17 16 14 920 1010 1100 30 27 24 20 19 17 1220 1340 1460 43 40 37 24 24 23 645 715 785 1010 1105 1205 1290 1415 1540 1710 1875 2045 15/32 1-1/2 10d680 22 16 1020 29 20 1330 36 22 1740 51 28 950 1430 1860 2435 Wood Structural Panels Sheathing45Bd 5/16 3/8 1-1/4 .. 6d 360 400 13 11 9.5 8.5 540 600 18 15 12 11 700 780 24 20 14 13 900 1020 37 32 18 17 505 560 755 840 980 1090 1260 1430 1-3/8/ • / l— 440 480 520 17 15 13 12 11 10 64' r 25 22 19 15 14 13 820 900 980 31 28 25 17 17 15 1060 1170 1280 45 42 39 20 21 20 615 670 730 895 980 1065 1150 1260 1370 1485 1640 1790 7/162 15/32 60 15/32 19/32 1-1/2 10d 620 680 22 19 14 13 920 1020 30 26 17 16- 1200 1330 37 33 19 18 1540 1740 52 48 23 22 870 _ 950 1290 1430 1680 1860 2155 2435 Plywood Siding 5/16 3/8 1-1/4 1-3/8 Nail (galvanized casing) 6d 8d 280 320 13 16 420 480 16 18 550 620 17 20 720 820 21 22 390 450 590 670 770 870 1010 1150 Particleboard Sheathing - (M -S "Exterior Glue" and M-2 "Exterior Glue") 3/8 Nail (common or galvanized box) 6d 240 15 360 17 460 19 600 22 335 505 645 840 3/8 1/2 8d 260 280 18 18 380 420 20 20 480 540 21 22 630 700 23 24 365 390 530 590 670 755 880 980 1/2 5/8 10d 370 400 21 21 550 610 23 23 720 790 24 24 920 1040 25 26 520 560 770 855 1010 1105 1290 1455 Structural Fiberboard Sheathing 1/2 Nail (galvanized roofing) 11 ga. galv. roofing nail (0.120" x 1-1/2" long x 7/16" head) 340 4.0 460 5.0 520 5.5 475 645 730 25/32x 11 ga. gale. roofing nail (0.120" 1-3/4" long x 3/8" head) 340 4.0 460 5.0 520 wwwww 5.5 475 645 730 SW3ISAS ONIISIS3H-301;10A 1V:131V1 +I1111•1ni 'ILIA.. .1 41..k I • •1 ATnde,sc£nCI1ase PROJECT JOB # DESIGNED CHECKED DATE DATE 19 of 23 (11.-1.14:44:414°Msllz • ( a16120 ails) ( Z) .146v3141'141744 C. -tJ I c#mr ° C*"• f� Gip PK) ii+1/ 1Gei 'c,p4Actue. pat -1-21 2xco Si -114) Ca -1-31' p i oI2 TO .%46x1,1 C p�oG T4oNot• 1.4c 6 11w -co • I. L -1.4744 LI)1 e 2X to F:u241 T SRO. VisiPs..ce *' . LEVUSure" 4.55f a t• u.1- ' bx(2 ds- � fAta. kW. t�, 144Jc ,t 4t) x 3! I( e... or 71 5 7D • ; ASL 40(4.. Z,u- CA7r7a 76 1 SLaire -74-1• y Jam_-. iolc t2. 1117 - PD Irk. •,'71+ 5`r(2 e P)I: . Sk,b 5c44:2 A3•se LF) siEE2. -rrwss 4-s1 -A) wain sy n• AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 4ntleiscnfliase PROJECT JOB # DESIGNED CHECKED DATE DATE 20 of 23 gao 5-rtAD cost/au -- x (25 5-t I2 A. - IdFte S r2pL 0 TRIP m1t 1.144- Mop G0A-0 e ca1- -ere- C = 2 K uo •'32 s!' Vx.. 2osr :.pr 105C..4,D F: 12A S. COn4kea 0.. c l7c, ads v..L' 2 1.51 Oa- .4 VI Ga �r`i : - LAG ' P L CAat6 t,, Q 2 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 AndersonChase A STRUCTURAL ENGINEERING CORPORATION 5726 tooth Street SW, Suite zoo Lakewood, WA 95499 253-212-2310 Project: PH- Tukwila 21 of 23 Job # 17-031 Designed: MAA Date: 5/2/17 30.4 Component & Cladding (Low -Rise Buildings) Walls qh= 0.00256 KZK21K. V2 = 15.41376 psf K== 0.585416 KZt = Kd = V= 1.00 0.85 110 h = 16.00 ft Figure 30.4-I External Pressure Coefficients, GC Enclosed, Partially Enclosed Buildings It560 rt. Walls A r�,�n� p Notes: h u"^ Is 1.8 1.6 -1.4 -.._ .. _ , - _ - -1.4 • -1t.0 1 -0.8 M... -0.8 o 0.6 C..) 0.4 0.2 cn 0 a7) +0.2 d +0.4 A +0.0 E +0.8 K +1.0 +10 W +1.2 (01) 10 500 +0.7 10 20 50 100 200 500 1000 (0.9) (1.9) (4.6) (9.3) (18.6) (46.5) (9 .9) Effective Wind Area, ft2 (m2 ) t Vertical scale denotes GC,, to be used with q+, 2 Horizontal scale denotes effective wind area, in square feet (square meters). 3. Plus and minus signs signify piessures acting toward :md away from the surfaces, respectively. 4. Each component shall he designed t'brismsimunt positive and negative pressures. 5. Values of GC, for walls shall be reduced by 10% when 0 < 10° 6. Notation: a; 10 percent of least horizontal dimension or 0.48, whichever is sma tier, but not less than either 4% of least horizontal dimension or 3 ft (A9 us). h: Mean roof height, in feet (meters), except that rave height shall he used for 0 5 I0` 0: Allele of plane of roof front horizontal. in degrees. ducuce by 10% per Foot Note 5 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 Exposure Wall B PRESSURE COEFFICIENTS ASD Pressures area ft` GCpi (+) GCpi (-) zone GCp (+) GCp (-) (+) (-) 10 0.18 -0.18 (3 1.00 -1.10 9.82 -10.65 20 0.18 -0.18 0.94 -1.04 9.32 -10.15 50 0.18 -0.18 0.88 -0.98 8.82 -9.66 100 0.18 -0.18 0.82 -0.92 8.32 -9.16 200 0.18 -0.18 3 0.76 -0.86 7.82 -8.66 500 0.18 -0.18 0 0.70 -0.80 7.32 -8.16 10 0.18 -0.18 U 1.00 -1.40 9.82 -13.15 20 0.18 -0.18 0 0.94 -1.28 9.32 -12.15 50 0.18 -0.18 d 0.88 -1.16 8.82 -11.15 100 0.18 -0.18 (jI 0.82 -1.04 8.32 -10.15 200 0.18 -0.18 0 0.76 -0.92 7.82 -9.16 500 0.18 -0.18 ' 05 0.70 -0.80 7.32 -8.16 Figure 30.4-I External Pressure Coefficients, GC Enclosed, Partially Enclosed Buildings It560 rt. Walls A r�,�n� p Notes: h u"^ Is 1.8 1.6 -1.4 -.._ .. _ , - _ - -1.4 • -1t.0 1 -0.8 M... -0.8 o 0.6 C..) 0.4 0.2 cn 0 a7) +0.2 d +0.4 A +0.0 E +0.8 K +1.0 +10 W +1.2 (01) 10 500 +0.7 10 20 50 100 200 500 1000 (0.9) (1.9) (4.6) (9.3) (18.6) (46.5) (9 .9) Effective Wind Area, ft2 (m2 ) t Vertical scale denotes GC,, to be used with q+, 2 Horizontal scale denotes effective wind area, in square feet (square meters). 3. Plus and minus signs signify piessures acting toward :md away from the surfaces, respectively. 4. Each component shall he designed t'brismsimunt positive and negative pressures. 5. Values of GC, for walls shall be reduced by 10% when 0 < 10° 6. Notation: a; 10 percent of least horizontal dimension or 0.48, whichever is sma tier, but not less than either 4% of least horizontal dimension or 3 ft (A9 us). h: Mean roof height, in feet (meters), except that rave height shall he used for 0 5 I0` 0: Allele of plane of roof front horizontal. in degrees. ducuce by 10% per Foot Note 5 AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 ,tnderscnChase A STRUCTURAL ENGINEERING CORPORATION 5726 100th Street SW, Suite 200 Lakewood, WA 98499 253-212 2310 PH - Tukwila Case A -Typical Stud 24" oc with Pmax and corner wind 'Column Design 16 ft (ria P = 244# e = 0.50 in W=24 PLF E=10 PLF AXIAL LOADS P PDL (#/ft) = 97 PBL (#/ft) = 25 PLL (#/ft) = 0 PTOT (#/ft) = 122 e (IN) = 0 5 TRIB. (IN) = 24 LATERAL LOADS W W (PSF) = 12 15 E (PSF) = 5 00 TRIB. (IN) = 24 Use: (1)2"X6"@24'O.C.NG JOB #: 17-031 DESIGNED: MAA DATE: 05/02/17 2012 MOs201216C Fb (psi) F,, (psi) = F° (psi) = Fci (psi) = E (psi) = Emirs (Psi) = 975 Nan -Fir 150 n 1,350 eerww)x•xar 405 1.50E+08 hone4No 5.50E+05 wn Use. N° 1.00 eoatnn, Nn 48.00 Oe Bracing, Yes 405 Cr = V L„ (in) = C = 0.80 (Sawn Lumber) Ke = 1.00 (Appendix G) Co = 1.00 (Bearing Area Factor) Bearing wall Fire rated ? No Fire Retardant FirePRO? N. Header Neanng Area (in-) = w MEMBER SIZE SECTION PROPERTIES QUANITY 1 b= 1 5 in d = 5.5 in A = 8.25 in2 S = 7.56 in3 I = 20.80 in° (Eq. 16-9) (Eq. 16-10) (Eq. 16-11) (Eq. 16-12) (Eq. 16-13) LOAD CASES DL + LL DL + SL DL+0 75(LL+SL) DL +W L+0.75(LL+SL+W) L, (ft) = Veppllad (#) _ Mapoied (ft-#) = Papplied (#) = Co = 16 1 4 194 1 16 5 244 1 16 5 232 16 195 800 194 1,6 16 146 605 232 16 BENDING STESS CALCS F55 (psi)= 21845 C,F= 1.3 Fo (psij= CL= F'° (psi)= 1268 1 1268 1268 1 1268 1268 1 1268 2028 1 2028 2028 1 2028 AXIAL STESS CALCS F.= 371 C°F = 1.1 Le/d = Fo' (psi)= C, = Fc (psi)= 34,91 1485 0.23533651 349 34.91 1485 0.23533651 349 34.91 1485 0.23533651 349 34 91 2376 0.150784291 358 34.91 2376 0,150784291 358 ALLOWABLES DL + LL DL + SL DL+0,75(LL+SL) DL + W •I 8 25 22 of 23 405 = Fu (ps (Table 4a Bending) (Eq 3.7-1) (Eq 3.7-1) (Table 4 3 1) (Table 4a Compression) (37.14) <50 Le=(Ke)L (Eq 3 7-1) (Eq 3 7-1) (Table 4.3.1) )L+0.75(LL+SL+W) Vallow (#) = 825 825 825 1320 1320 Meow (ft - #) = 799 799 799 1278 1278 Pauow, (#) = 2883 2883 2883 2956 2956 (f,1Fc )2 + 1d(Fe(1-(fJFce) = 0.01 0.01 0.01 0.67 0.52 (to/Fa) +( fh/Fae)2 = 0.06 0.08 0.08 0.06 0.08 Pcl,B on PL (#) = 3341 3341 3341 3341 3341 Pciallaw on Beam (#) = 3341 3341 3341 3341 3341 Deflection U 240 NA 0 00 NA 0.00 NA 0 00 U239 080 CHECKS DL + LL DL+ SL DL+0,75(LL+SL) DL + W L/318 0.60 ' L+0.75(LL+SL+N SHEAR V OK OK OK OK OK VappuedNanow 0.1% 0.1% 0.1% 14.8% 11.1% MOMENT M OK OK OK OK OK Mepplled/Mauow 0.5% 0.6% 0.6% 62.6% 47.3% AXIAL P OK OK OK OK OK P"pplied/Peliew 8,7% 8.5% 8.0% 6.6% 7,8% V.,,,=A•F„•Co/15 M,,,„. = S•Fi, Cn Cp•CL•C, Pmww=A°F0'Co•CF•Cp (Eq 3 9-3) (Eq 3 9-4) Pci.pw, =A ' Fc • C° =A • Fc Li( I•E 115•L•M, ) !Dhow V Table 1604 3(f) Actual. (f./F,32+ fd(F°(1-(fJF.) OK OK OK OK OK (fdF,')2 + fd(F5(1-(fJF0B) 1.0% 1.4% 1 3% 67.3% 51.8% (1JFc01 +( fdFne)2 OK OK OK OK OK UdFce) +( fs/F°I:)2 6.3% 8.0% 7.6% 6.3% 7.6% AXIAL Pi on PL OK OK OK OK OK Pc" apall ed/Pcienow 5.8% 7.3% 6.9% 5.8% 6.9% AXIAL Pi on Beam OK OK OK OK OK Peapplled/Pcietlow DEFLECTION 5.8% 7.3% 6.9% 5.8% OK OK OK OK Dectuelroallowed 0.0% 0.0% 0.0% Overall Check OK OK OK 100.5°/ NG 75.4% OK AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 AndersonChase A STRUCTURAL ENGINEERING CORPORATION 5726 100th Street SW, Suite zoo Lakewood, WA 98499 253-212-2310 PH - Tukwila Case B - Typical Stud 24" oc with Pmax and typical wind !Column Design 16 ft • as P = 244# e= 0.50 in W=20 PLF E=10 PLF AXIAL LOADS P PoL (#/ft) = 97 PSL (#/ft) = 25 PLL (#/ft) = 0 Pror (#/ft) = 122 e (IN) = 0.5 TRIB. (IN) = 24 LATERAL LOADS W W (PSF) = 10,15 E (PSF) = 5.00 TRIB. (IN) = 24 Use: (1)2"X6"@24"O.C.OK JOB #: 17-031 DESIGNED: MM DATE: 05/02/17 2012 NDS/2012 16C DESIGN VALUES Fb (Psi) = F„ (psi) = Fo (psi) = FOl (psi) = E (psi) = Emin (pSi) = Cr = L0 (in) = c= Ke= Cb = 850 N.mF.r 150 •x 1,300 405 1.30E+08 t N" 4.70E+05 ar the. No V 1.00 livapMrre. No 4 kr 405 • V 8-00 Full exwq,ves Vj 0.80 (Sawn Lumber) 1.00 (Appendix G) 1.00 (Bearing Area Factor) Bearing wall Fire rated ?. Fire Retardant FirePRO? No Header Beanng Area hr-) = MEMBER SIZE SECTION PROPERTIES QUANITY 1 b = 1,5 in d = 5.5 in A = 8.25 in2 S = 7.56 in3 I = 20.80 (Eq. 16-9) (Eq. 16-10) (Eq. 16-11) (Eq. 16-12) (Eq. 16-13) LOAD CASES DL + LL DL + SL DL+0.75(LL+SL) DL + W L.0.75(LL+SL+W) L0 (ft) = Vapplied (#) = "'applied (64) = PaPpred (#) = CD = 16 1 4 194 1 16 5 244 1 16 1 5 232 1 16 163 672 194 16 16 122 508 232 16 BENDING STESS CALCS FbE (PO= 18667 CbF= 1.3 Fb` (Psi). CL = Fb (psi). 1105 1 1105 1105 1 1105 1105 1 1105 1788 1 1768 1768 1 1768 AXIAL STESS CALCS FOE = 317 COF = 1.1 Le/d = FO° (psi)= CE = F'c (psi)= 34.91 1430 0.210473635 301 34,91 1430 0.210473635 301 34.91 1430 0.210473635 301 34.91 2288 0.134386861 307 34.91 2288 0.134386861 307 ALLOWABLES DL + LL DL+SL DL+0 75(LL+SLI DL + W 8 25 23 of 23 405 = FAL (ps (Table 4a Bending) (Eq 3.7-1) (Eq 3 7-1) (Table 4 3 1) (Table 4a Compression) (37.14) <50 Le=(Ke)L (Eq 3.7-1) (Eq 3 7-1) (Table 4.3.1) )L+0 751LL+SL+W) Vanow (4) = 825 825 825 1320 1320 Mallow (ft - #) = 696 696 696 1114 1114 Panow (#) = 2483 2483 2483 2537 2537 (fv/ )2+f0/(Fb(1-(fJF0E)= 0.01 0.02 0.02 0.66 0.51 (fdF,E) +( fn/FbE)` 0.07 0.09 0.09 0.07 0.09 POle10w on PL (#) = 3341 3341 3341 3341 3341 PO1.0110 , on Beam (#) = 3341 3341 3341 3341 3341 Deflection L/ 240 NA 0 00 NA 0,00 NA 0.00 U248 0,78 L/330 0.58 CHECKS DL + LL DL + SL DL+0.75(LL+SL) DL+W )L+0.75(LL+SL+N SHEAR V OK OK OK OK OK Vapplied/Vallow 0.1% 0.1% 0,1% 12.3% 9.3% MOMENT M OK OK OK OK OK Mapplled/Mallow 0.6% 0.7% 0.7% 60,3% 45.6% V„bw=A•F„ Co/1.5 M,a,,,=S•Fb`CD•CF•CL C, Pd.,,=A•Fc•Co•CF•C, (Eq 3 9-3) (Eq 3 9-4) Pc1ww=A0Fc•Cn P,rrl,,, =A • Fc U( IE / 15 L •/1,,,o„) 404,W V Table 1604:3(f) Actual AXIAL P OK OK OK OK OK Papplied/Fallow 7.8% 9.8% 9.3% 7.6% 9.1% (11/F02 * fd(Fb(1-(k/F0.) OK OK OK OK OK + fb/(Fb(1-(fr/FOE) 1 2% 1.8% 1.6% 65.7% 50.9% (f,/F0E) +( fb/Fer)2 OK OK OK OK OK (f./Fe) +( f'FbE)° 7.4% 9.3% 8.9% 7,4% 8.9% AXIAL PI on PL OK OK OK OK OK Pc^applled/Pclallow 5.8% 7.3% 6.9% 5.8% 6.9% AXIAL Pl on Beam OK OK OK OK OK PeapPlied/PcJ.allow 5.8% 7.3% 6.9% 5.8% 6.9% DEFLECTION OK OK OK OK OK DeoroalfOadowed 0.0% 0.0% 0.0% 96.9% 72.7% Overall Check OK OK OK OK OK AndersonChase, Inc. 5726 100th Street SW, Suite 200: Lakewood, WA 98499 (253) 212-2310 8/1/2018 City of Tukwila Department of Community Development ROBERT HERNANDEZ 12121 HARBOUR REACH DR - SUITE 200 MUKILTEO, WA 98275 RE: Permit No. D17-0140 PIZZA HUT 14638 TUKWILA INTERNATIONAL BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/10/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/10/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, e Ripley Permit Technician File No: D17-0140 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 June 02, 2018 0 City of Tukwila Department of Community Development ROBERT HERNANDEZ 12121 HARBOUR REACH DR - SUITE 200 MUKILTEO, WA 98275 RE: Correction Letter # 1 — Revision #1 DEVELOPMENT Permit Application Number D17-0140 PIZZA HUT - 14638 TUKWILA INTERNATIONAL BLVD Dear ROBERT HERNANDEZ, a Allan Ekberg, Mayor Jack Pace, Director 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 - R DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide a matrix of all required special inspections including masonry. Special inspection shall specify continuous or periodical in the table matrix. Include notes of special inspections of the trash enclosure CMU wall. 2. Accessible parking sign detail on sheet ADA 1.1, remove the notes for height of the sign and only specify parking signs shall be 60 inches minimum above the floor of the parking space, measured to the bottom of the sign. (ANSI A117.1-2009 # 502.7) 3. Verify slab thickness with the thickness of the freezer floor insulation for consistency with the details shown on A 1.0-G and plan view S2.0. Verify with freezer manufacture for the floor thickness. 4. Freezer installation shall be a separate Mechanical Permit. Provide note on plan Note: In response to these corrections for this permit -plan -review, other corrections may be needed. PLANNING - R DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • Advisory: These plans cannot be issued until L18-0054 Pizza Hut Minor Mod to Design Review is approved. PW - R DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: June 2, 2018 PROJECT: Pizza Hut at 14628 Tukwila International Blvd. Revision #1 1st Review Comments PERMIT NO: D17-0140 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 / install a roof to cover the new trash enclosure. The trash enclosure shall drain to a catch basin connected to a grease interceptor that drains to the sanitary sewer. See TMC 14.30.110 enclosed for reference. The sanitary sewer provider for this site is the Valley View Sewer District. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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)433-7165. Sincerely, �i achelle Ripley Permit Technician File No. D17-0140 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Lr` Eme.aid /City viva Emerald City Pizza, LLC All Franchise of Pizza Hut, Inc 12121 Harbour Reach Drive, Suite 200 Mukilteo, WA 98275 Phone (425) 493-8077 x 108 Fax (425) 493-8399 Date: 09 May 2018 RE: Pizza Hut Building Review; City File D17-0140 Re -submittal of Tukwila Pizza Hut remodel project RECEiv ED CITY OF TUKWI! , C ��A v 20m PERMIT CENTER In reference to TMC 18.60.0508 the building is being remodeled and addresses and meets the following guidelines. The design intent for this location is to upgrade a tired looking building, clean and repair the surrounding parking lot, drive way, curbs and storefront sidewalk. Making for a better flow and transition from parking for both ambulatory and persons with disabilities by repairing and re -sloping a sidewalk in front of the building. I n addition to that a bike rack is being added in a designated on the northside of the building. The existing building was originally built as a gas station. Pizza Hut over the years has added panels, cleaned up the look but it has become dated and worn out. The new Pizza Hut design we are proposing is a large step in a more contemporary retail direction. The height of the structure has been raised to provide better visual to the building, screen the rooftop equipment and provide continuity in materials around the entire building. The materials are also heavy duty commercial grade and should have a long -life cycle in durability and be easily maintained. The design also unifies the look of the structure giving visual relief through facade modulation with staggered surface planes creating shadow lines, material changes and facade height variations with a purpose and style. The building rooftop ladder is moved to the area where it tucks in behind a recess in the buildings walls and has a security gate attached to it. All utilities are toward the back of the building at the inset of the structure on either side. The existing structure is being refinished on the exterior and the interior. The existing building is set back from the street with parking in front. The buildings new exterior is an upgrade to more contemporary materials (see color board and renderings) that meet current building codes and provides an enhanced image with the Pizza Huts trade dress materials of new metal siding, new coping, paint, better lighting on the building, new signage per code and new storefront entrances. The center storefront panel provides an anchor to the building identifying entrances and locations of activity for the customer. The balance of the building is unified with color and banding to create visual interest. The parking lot is being repaired and resealed, new parking lot striping to better facility parking for patrons picking up their orders. The landscaping is being refreshed, with new planting material and the monument sign is being updated, repaired and new LED lamping. New plantings will give a clean fresh look and enhance the street scape for passing traffic. Existing trees are being saved and protected. `LM The existing curbs at the drive in and egress routes are being rebuilt to provide a better turning radius to keep the curbs from being damaged by vehicle travel. A pedestrian path is being added to the parking lot to identity pedestrian access from the sidewalk to the building in a location easily identified by vehicular travel. A new dumpster surround is being relocated within the property and provided to screen both the trash and recycle bin that is currently sitting adjacent to the existing surround. The materials are consistent with what is existing on the site, fresh and new. New storefront glazing and doors will provide a view into the building's customer lobby giving the streetscape a feeling of activity without looking closed. There have been delivery and service doors added to the back of house, so the deliveries and service vehicles can park adjacent keeping larger trucks away from the general parking for customers. This keeps the large trucks away from the front of the building allowing the new retail presence to be viewed easily from the street for sign location and traffic flow. New lighting is directed at the building in concealed areas as to not reflect on traffic or neighbors. There are new lights at the service entrances for security and safety of the people leaving after dark. These fixtures are all focused down to light the immediate area and the building surface and not have light bleed onto neighboring properties. All in all, the new design will provide an upgrade to the existing property, add amenities to the site for patrons who are pedestrian, cyclists and in vehicles. The building will work with both the color, style and trend of the neighborhood, blending in and adding to its appeal. Robert Hernandez Facilities Manager Emerald City Pizza LLC rhernandez@emeragldcitypizza.com 360-631-0996 Sue Genty • Interior Design Inc. 12811 NE 126th St. • Kirkland, Washington • 98034 Allen Johannessen 6300 Southcenter Boulevard Suite #100 Tukwila Washington 98188 Phone 206-431-3670 Fax 206-431-3665 RE: Correction Letter # 1 Development permit application number D17-0140 Pizza Hut — 14638 Tuckwila International BLVD Dear: Mr. Allen Johannessen Corrections 1. The energy code note on sheet A5.1 referencing IEBC section 908 is now changed to Washington State Amendments"(level 3 alteration to existing building or structure shall comply with the Washington State Energy Codes (chapter 51-11c WAC) Washington State Energy Code (WSEC) requires the portions of the building that is altered or new construction shall comply with new construction. Also WSEC C503.2 allows in the exception where component performance method shall be allowed to improve the energy efficiency of the building but without require alterations to the existing building. One example would be to provide r10 or similar under the new proposed concrete floor. The New roof insulation shown as R-30 per current code table C402.1.3 requires R-38 ci. Revise plans to show Building conformance with current WSEC with the new insulation similar installed per energy code to help improve the energy efficiency of the building. Provided by WSEC at the Northwest Energy Efficiency Council Website. Provide WSEC lighting summary form available on the same Website. On sheet A5.1 Washington State amendment code notation has been added. Table 402.1.3 has been added to sheet A5.0. Roof insulation call outs have the revised on sections details sheet A5.0 and A 5.2. Per our phone conversation the new Slab is being poured on top of the existing slab because the existing slab at the rear of the building is currently lower than the existing slab at the front of the building. With the situation it is not feasibly possible to provide under slab insulation at the "New" slab. Also per our phone conversation all existing building cavities that are exposed are required to be insulated the capacity of the exposed cavity and any new work is to be done to meet current insulation code requirements. See attached WSEC lighting summary form. 2. The section details on sheet A5.0 do not reference a section of the building. Please clarify or provide the related building sections similar to those on sheet A5.1 Detail tiles have been added to details on sheet A5.1 3. On sheet S2 the slab depression for the freezer indicates dimension per construction plan. Provide the missing dimension on the construction plan A1.0 Dimensions have been added to sheet A1.0. CORRE TION LTR# 4. The bottom of Details D and E sheet A5.1 refer to the same detail #7 sheet A6.1 but are not the same please clarify or revise the references. RECEIVED References have been revised. CITY OF TUKWILA r7 425-827-3438 Voice www.sgidinc.co0 O 425-822-3525 FaxAUG 14 2011 PERMIT CENTER 5. On sheet A8.1 restroom deta11; provide dimensions for clearances particular ry the toilet clearance form other fixture a minimum of 5 feet Dimensions have been added. 6. The restroom shows opening directly into an area where food is prepared. "Toilet rooms shall not open directly into a room used for the preparation of food for service to the public" Revise floor plan to show the toilet room is completely separated from areas where food is prepared. Plan has been revised so toilet room is not opening into food preparation area. See all plan sheets. 7. A separate mechanical permit shall be required for the walk in cooler and freezer. Notation has been added to cover sheet T1.0 8. A separate mechanical permit shall be required for the type I hood and one for the HVAC system. The mechanical permit may combine the two if all don by the same contractor pulling the permit. Notation has been added to the cover sheet T1.0 Michelle ]. Leszcynski 425-827-34 8'Voice www.s icljnc.com .4+► 41,25-82525 Fax 1 5 ri, n / J 4-4001 O Emerald 1 (City Pizza Emerald City Pizza, LLC - Columbia Basin Pizza Hut Inc - Spokane Valley Pizza, LLC All Franchise's of Pizza Hut, Inc 12121 Harbour Reach Drive, Suite 200 Mukilteo, WA 98275 Phone (425) 493-8077 x 108 Fax (425) 493-8399 To: City of Tukwila Department of Community Development 6300 South Center BLVD Suite 100 Tukwila, WA 98188 Date: August 2nd, 2017 Subject: Response to correction letter #1 (dated 6/7/17) in reference to Development permit application D17-0140 Pizza Hut —14638 Tukwila International BLVD: Below are answers to all questions submitted via mail to me regarding this upcoming Pizza Hut remodel: For Allen Johannessen 1. Page A5.1 amended to reflect change per response letter from our Architect Sue Genty. 2. Page A5.1 amended to reflect change per response letter from our Architect Sue Genty. 3. Page A1.0 amended to reflect change per response letter from our Architect Sue Genty. 4. Pages A5.1 & A6.1 amended to reflect change per response letter from our Architect Sue Genty. 5. Page A8.1 amended to reflect change per response letter from our Architect Sue Genty. 6. Floor plan has been amended to show additional wall separating the restroom from the kitchen, refer to amended changes per response letter from our Architect Sue Genty. 7. Understood, notation has been added to cover sheet T1.0 and deferred to contractor. 8. Understood, notation has been added to cover sheet T1.0 and deferred to contractor. For Max Baker 1. Design Review Application enclosed. Robert Hernandez Facilities Manager Emerald City Pizza LLC Columbia Basin Pizza Hut Inc Spokane Valley Pizza, LLC r7oijo CORRECTION RECEIVED CITY OF TUKWILA AUG 14 2011 PERMIT CENTER June 07, 2017 City of Tukwila Department of Community Development ROBERT HERNANDEZ 12121 HARBOUR REACH DR - SUITE 200 MUKILTEO, WA 98275 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0140 PIZZA HUT - 14638 TUKWILA INTERNATIONAL BLVD Dear ROBERT HERNANDEZ, Allan Ekberg, Mayor Jack Pace, Director 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 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The energy code note on sheet A5.1 referencing IEBC Section 908 is now changed to Washington State Amendment "(Level 3 alterations to existing buildings or structures shall comply with the Washington State Energy Code (chapter 51-11C WAC).") Washington State Energy Code (WSEC) requires the portions of the building that is altered or new construction shall comply with new construction. Also, WSEC C503.2 allows in the exception where component performance method shall be allowed to improve in the energy efficiency of the building but without requiring alterations to the existing building. One example would be to provide R10 or similar under the new proposed concrete floor. The new roof insulation shown as R-30 per current Code table C402.1.3 requires R-38ci. Revise plans to show building conformance with current WSEC with new insulation or similar installed per energy code to help improve the energy efficiency of the building. Provide component performance forms provided by WSEC at the Northwest Energy Efficiency Council website (http://www.neec.net/energy-codes). Provide a WSEC lighting summary form available on the same website. 2. The section details on sheet A5.0 do not reference a section of the building. Please clarify or provide the related building sections similar to those on sheet A5.1. 3. On sheet S2 the slab depression for the freezer indicates dimensions per construction plan. Provide the missing dimensions on the construction plan A1.0. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 4. The bottom of details lar -c E sheet A5.1 refer to the same detail #7 sheet" ti.1 but are not the same. Please clarify or revise the references. 5. On sheet A8.1, ADA restroom detail, provide dimensions for clearances particularly the toilet clearance from other fixtures a minimum of 5 feet. (2009 ANSI FIGURE 604.3) 6. The restroom shows opening directly into an area where food is prepared. "Toilet rooms shall not open directly into a room used for the preparation of food for service to the public." Revise floor plan to show the toilet room is completely separated from areas where food is prepared. (IBC [P] 2902.3.6) 7. A separate mechanical permit shall be required for the walk-in cooler and freezer. 8. A separate mechanical permit shall be required for the Type I hood and one for the HVAC system. The mechanical permit may combine the two if all done by the same contractor pulling the permit. Note: In response to these corrections for this permit -plan -review, other corrections may be needed. PLANNING DEPARTMENT: MAX BAKER at 206-431-3683 if you have questions regarding these comments. • Applicant will need to apply for a Design Review application. Project is subject to design review citing the following language from the Tukwila Municipal Code: TMC 18.60.030(2). Any exterior repair, reconstruction, cosmetic alterations or improvements, if the cost of that work equals or exceeds 10% of the building's assessed valuation (for costs between 10% and 25%, the changes will be reviewed administratively): b. For any site in the NCC, MUO or RC zoning districts in the Tukwila International Boulevard corridor (see TMC Figure 18-9). Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D17-0140 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwi laatukwilawa. gov Development Guidelines and Design and Construction Standards DATE: June 2, 2018 PROJECT: Pizza Hut at 14628 Tukwila International Blvd. Revision #1 1St Review Comments PERMIT NO: D17-0140 0 PLAN REVIEWER: Contact David McPherson, Development Engineer (206) 431-2448, if you have any questions regarding the following comments. david.mcpherson(a tukwilawa.gov 1. Provide / install a roof to cover the new trash enclosure. The trash enclosure shall drain to a catch basin connected to a grease interceptor that drains to the sanitary sewer. See TMC 14.30.110 enclosed for reference. The sanitary sewer provider for this site is the Valley View Sewer District. Page 1 of 1 TITLE 14 — WATER AND SEWERS monitor proper function of drainage facilities or whenever the condition of a surface water system presents imminent hazard. 5. When the City has given a stormwater drainage system owner or person in control prior notification and the owner or person in control has failed to maintain such storm - water drainage system or when conditions make it impossible to give prior notice, the City may perform the required maintenance or repairs with the cost of said work assessed as a lien against the properties responsible for the maintenance. This action shall be in addition to any other enforcement provisions provided in TMC Chapter 14.30. 6. Maintenance of private stormwater drainage sys- tems and implementation of best management practices are the responsibility of the owners and persons in control of the stormwater drainage systems. 7. If the property owner(s) or person in control does not maintain the stormwater drainage system as prescribed in the approved maintenance schedule, the Director may issue a written notice specifying the required actions and setting a time frame for completion of the specified actions. If these corrective actions are not performed in a timely manner, the City or a private contractor hired by the City may enter the property to perform the actions and bill the property owner(s) and/or person in control for the cost of the work. In the event the Director determines a hazard to public safety exists, written notice is not required. B. New Facilities. 1. For privately -owned stormwater drainage sys- tems, the applicant shall provide a monitoring and maintenance schedule for the life of each stormwater drainage system or component thereof or best management practice resulting from the development. At a minimum, the schedule shall describe the maintenance activities, spell out the frequency for each activity and state who performs and who pays for each activity. 2. The monitoring and maintenance schedule shall provide unlimited access, at all reasonable times, to the stormwater drainage systems for inspection by the Public Works Department. 3. The Director shall review and approve the moni- toring and maintenance schedule before the applicant records the schedule with King County Records. 4. Owners of projects distributing over one acre must maintain records of facility inspections and maintenance actions. Records shall be retained for a period of at least ten years. These maintenance records are to be provided to the City upon request. 5. For new residential developments in excess of 1 acre, additional inspections are required of all new flow control and water quality treatment facilities, including catch basins, every six months during the period of heaviest residential con- struction (i.e., 1 to 2 years following subdivision approval) to identify maintenance needs and enforce compliance with maintenance standards as needed. The City will perform peri- odic inspections of these same stormwater drainage systems. (Ord. 2274 §1 (part), 2010) 14.30.090 Special Drainage Fee When the City accepts stormwater drainage system infra- structure that requires upkeep in excess of normal maintenance, the City has the right to charge the benefiting parties a special drainage fee in addition to the City's normal surface water charge, as condition of turnover, in order to cover costs for this maintenance. (Ord. 2274 §1 (part), 2010) 14.30.100 Inlet Marking A. All new inlets and catch basin grates, public or private, shall be marked "No Dumping! Drains to Stream." In addition, a four -inch raised pavement marking that states "No dumping— Drains to Streams" or equivalent as approved by the Public Works Director shall be installed. B. Existing inlets and catch basin grates in areas being resurfaced or when being modified or replaced, shall be marked "No Dumping! Drains to Stream." In addition, a four -inch raised pavement marking that states "No dumping—Drains to Streams" or equivalent as approved by the Public Works Director shall be installed. C. The marking shall meet the standard in the City's Development Guidelines and Design and Construction Standards. (Ord. 2516 §3, 2016; Ord. 2274 §1 (part), 2010) 14.30.110 Trash and Waste Receptacles A. Restaurants, including food preparation facilities; facilities with an outdoor trash compactor; or facilities that have been determined to generate pollution or waste activities, shall have a dedicated, roof -covered trash enclosure that drains to a catch basin connected to a grease interceptor that drains to the sanitary sewer. The trash enclosure area shall be kept clean and contained and shall not drain to a storm drainage system. B. Dumpsters and garbage and waste containers shall be leak -proof and kept closed or lidded at all times except when disposing of waste materials. C. Grease storage containers shall be kept covered at all times and shall have spill containment. The area shall be kept clean and clear of any fats, oil or grease and shall not drain to a storm drainage system or sanitary sewer system. (Ord. 2516 §4, 2016; Ord. 2274 §1 (part), 2010) 14.30.120 Financial Guarantees A. The Public Works Director may require from the appli- cant a surety, cash bond, irrevocable letter of credit or other means of financial guarantee acceptable to the City, prior to approving the permit. B. The amount of the financial guarantee shall not be less than the total estimated construction cost of all interim and permanent stormwater control facilities and shall not be fully released without final inspection and approval of completed work by the City. C. For developments that may involve a risk of property damages or possible hazards, the Public Works Director may Produced by the City of Tukwila, City Clerk's Office Page 14-33 June 02, 2018 City of Tukwila Department of Community Development ROBERT HERNANDEZ 12121 HARBOUR REACH DR - SUITE 200 MUKILTEO, WA 98275 RE: Correction Letter # 1 — Revision #1 DEVELOPMENT Permit Application Number Dl7-0140 PIZZA HUT - 14638 TUKWILA INTERNATIONAL BLVD Dear ROBERT HERNANDEZ, Allan Ekberg, Mayor Jack Pace, Director 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 - R DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide a matrix of all required special inspections including masonry. Special inspection shall specify continuous or periodical in the table matrix. Include notes of special inspections of the trash enclosure CMU wall. 2. Accessible parking sign detail on sheet ADA1.1, remove the notes for height of the sign and only specify parking signs shall be 60 inches minimum above the floor of the parking space, measured to the bottom of the sign. (ANSI A117.1-2009 # 502.7) 3. Verify slab thickness with the thickness of the freezer floor insulation for consistency with the details shown on A 1.0-G and plan view S2.0. Verify with freezer manufacture for the floor thickness. 4. Freezer installation shall be a separate Mechanical Permit. Provide note on plan Note: In response to these corrections for this permit -plan -review, other corrections may be needed. PLANNING - R DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • Advisory: These plans cannot be issued until L18-0054 Pizza Hut Minor Mod to Design Review is approved. PW - R DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: June 2, 2018 PROJECT: Pizza Hut at 14628 Tukwila International Blvd. Revision #1 1st Review Comments PERMIT NO: D17-0140 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 / install a roof to cover the new trash enclosure. The trash enclosure shall drain to a catch basin connected to a grease interceptor that drains to the sanitary sewer. See TMC 14.30.110 enclosed for reference. The sanitary sewer provider for this site is the Valley View Sewer District. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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)433-7165. Sincerely, ibt achelle ' ipley Permit Technician File No. D17-0140 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director March 12, 2018 Chuck Hendersen Emerald City Pizza, LLC 12121 Harbour Reach Dr, Ste 200 Mukilteo, WA 98275 RE: Request for Extension #1 Permit Number D17-0140 Dear Mr. Hendersen, This letter is in response to your written request for an extension to Permit D17-0140. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through September 10, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, (ai Rachelle Ripley Permit Technician File: Permit No. D17-0140 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Emerald City Pizza, LLC Columbia Basin Pizza Hut, Inc Spokane Valley Pizza, LLC Regional Support Center 12121 Harbour Reach Dr., Suite 200 Mukilteo, WA 98275 425-493-8077 FAX 425-493-8399 February 28, 2018 Mr. Jack Pace, Director City of Tukwila Department of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Re: D17-0140 Building Permit S17-0050 Sign Permit Parcel #0040000902 Pizza Hut 013898 14638 Tukwila International Blvd. Tukwila, WA 98188 Mr. Pace: RECEIVED CITY OF TUK4. IL: FEB z s 20 PERMIT CE JT€�. Request for Extension # 1 Current Expiration Date: Extension Request: Approved for / di days _ Denied (provide explanation) Signature/Initials You and I corresponded by email a couple of weeks ago while you were under the weather. I trust you are feeling better by this time. You and I spoke regarding our permit at the above address. Our principals wanted to convert our permit from a major remodel to a scrape -and -rebuild with an addition of a drive -up window for the convenience of our customers. At your request, I spoke with Minnie Dhaliwal from your office about the moratorium on drive -up and drive-thru windows along the Tukwila International Blvd. corridor, and we understand that the drive -up is no longer an option for us. Minnie also shared the transformation that Tukwila International is undergoing. Because we are on a unique parcel that is has a number of challenges, we have had to change our thinking about how we develop this parcel long-term, both for the land owner and for our leasehold. Without the drive -up solution, our franchisor and our principals have decided to provide more of an inviting storefront and welcoming atmosphere than our current building facade, which means that the existing service station structure will need to be replaced with wood -frame and red -iron to support the storefront. We are in the process of revising our plans to meet this requirement. 2 C 4 We respectfully and formally request that our existing permit be extended one -hundred and eighty (180) days after the March 7, 2018 permit end date while we prepare the revised documents for your review and approval. Sincerely, EMERALD CITY PIZZA, LLC Chuck Henderson Real Estate, Facilities & Construction cc: file R Hernandez 2/1/2018 0 City of Tukwila Department of Community Development ROBERT HERNANDEZ 12121 HARBOUR REACH DR - SUITE 200 MUKILTEO, WA 98275 RE: Permit No. D17-0140 PIZZA HUT 14638 TUKWILA INTERNATIONAL BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/10/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/10/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Vaa Rachelle Ripley Permit Technician File No: D17-0140 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0140 PROJECT NAME: PIZZA HUT DATE: 05/15/18 SITE ADDRESS: 14638 TUKWILA INT'L BLVD Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: QV ��lk Building Division "14111 y t I� Public Works Ao 6\ cc Fire Prevention Structural 140) VIW I‘C Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/15/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/12/18 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: V -6I Departments issued corrections: Bldg Fire ❑ Ping PW Staff Initials: w�- 12/18/2013 °PERMIT COORD COPY� PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0140 PROJECT NAME: PIZZA HUT DATE: 08/14/17 SITE ADDRESS: 14638 TUKWILA INTERNATIONAL BLVD Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: I3i1l�xwv ing Division Public Works ❑ Fire Prevention Structural 1-1,113 AWC Ci±17 Planning Division 111 Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 08/15/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 09/12/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18!2013 °PERMIT COORD COPY: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0140 DATE: 05/24/17 PROJECT NAME: PIZZA HUT SITE ADDRESS: 14638 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Coir Building Division gip Public Works � Woe p\ PMr I� Fire Prevention Structural tom? co (Il Planning Division ❑ Permit Coordinator m PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/25/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/22/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Fire 0 Ping PW 0 Staff Initials: oio/ 12/18/2013 cr) PROJECT NAME: ' �� ""�.PERMIT NO: �J fr 0140 SITE ADDRESS: II101‘101 ORIGINAL ISSUE DATE: 11(111 REVISION LOG REVISION NO. DATE RECEIVED STAFF ISSUED DATE INS MALS wig► ovrvhfi&_*Jowl Summary of Revision: STAFF INITIALS Received by: REVISION NO. !1=ATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ummary or xevisron: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUE I' DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVER STAFF INITIALS ISSUED DATE STAFF INITIALS ummary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Date: D Response to Incomplete Letter # `. Response to Correction Letter # _1_ k Revision # -- after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # City 44 Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: I) 17— /5!4c Project Name: Project Address: Contact Person: PIZZA HUT 14638 TUKWILA INT'L BLVD Summary of Revision: c c lx''Cview Pc -)•N k w At £ u1/41-15 C4s�Ts� Phone Number: 3s,ca f93 ai°Is- RECEIVED CITY OF TUKW LI MAY 09 2018 PERMIT CFNTEF, Sheet Number(s): T f 51•0f SLijSd .01s11 -54A7 "Cloud" or highlight all areas of reisdin Received at the City of Tukwila Permit Center by: Entered in TRAKiT on � 14' C:\Users\Rachellc-R\Desktop\Revision Submittal Form - D16-0305.doc Revised: August 2015 P.1.0 ki•f/h1• �,A�a!••4%A1•%Az..iRz/ts'lplZ A--6dr44, /tom. N,sIgi.01af esi Date: 0 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D17-0140 ❑ Response to Incomplete Letter # • Response to Correction Letter # _1_ ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA AUG 14 2017 Project Name: PIZZA HUT PERMIT CENTER Project Address: 14638 TUKWILA INT'L BLVD Contact Person: 1�k-t—lis—s��.es47.`—.'� Phone Number: 1)6'4.3\— Summary of Revision: - P Ta cze R,c va-► bvk`ak Xe., r-4NNWe lk4e.c LA 4 F S" R-emvtsiei t45 (Tip/ Ai.c .� Az. /i5,0 Ns 4/ R5.7— I Paso 1 P‘ ELI) - R.G1 C ces rmv..4\45 %4 k cr-® 6 t rrC Sheet Number(s): li ®f Fk�. -0IN1_ i/ vo/P o/A5 .i /Pk .3— A+:" IPai. "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: [a— Entered in TRAKiT on C:AUsers\Rachelle-RVDesktopARevision Submittal Form - D16-0305.doc Revised: August 2015 r3 -f EMERALD CITY PIZZA LLC Menne ICsspafiol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Page 1 of 3 Search L&I A -Z Index Help My L&I Workplace Rights Trades & Licensing EMERALD CITY PIZZA LLC Owner or tradesperson Principals NGUYEN, JOHN K, PARTNER/MEMBER HOPKINS, TERRY DALE, MANAGER MILLER, JEROME A, MANAGER (End: 02/27/2017) Doing business as EMERALD CITY PIZZA LLC WA UBi No. 602 065 598 12121 HARBOUR REACH DR #200 MUKILTEO, WA 98275 425-493-8077 SNOHOMISH County Business type Limited Liability Company Governing persons TERRY D HOPKINS PAMELA K HOPKINS; TERRY D HOPKINS; EULA M MILLER; JEROME A MILLER; JOHN NGUYEN; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. EMERACP971 DM Effective -- expiration 03/14/2003— 03/31/2019 Bond LIBERTY MUTUAL INS CO Bond account no. 674012297 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 03/06/2008 02/28/2008 Expiration date Until Canceled Insurance Wausau Business Ins Co $1,000,000.00 Policy no. YYKZ91438126016 Received by L&I Effective date 07/10/2017 07/01/2017 Expiration date rt(N-0(ool Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602065598&LIC=EMERACP971 DM&SAW= 9/8/2017 EMERALD CITY PIZZA LLC • 07/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. IWorkers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 003,604-00 Doing business as PIZZA HUT Estimated workers reported Quarter 2 of Year 2017 "Greater than 100 Workers" L&I account contact T5 I RAGNAR MCCOLLUM (360)902-4802 - Email: MCRA235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/17/2017 Inspection no. 317945398 Location 1710 Riverside Dr Mount Vernon, WA 98273 Inspection results date 07/03/2017 Inspection no. 317945445 Location 1710 Riverside Dr Mount Vernon, WA 98273 Inspection results date 03/19/2013 Inspection no. 316653682 Location 3813 Pacific Avenue Lacey, WA 98503 Violations Violations No violations Page 2 of 3 HPIp ug improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602065598&LIC=EMERACP971 DM&SAW= 9/8/2017 IBC/WASHINGTON STATE AMENDMENTS 2902,2 EXEMPTION 4 - SEPARATE FACILITIES SHALL NOT BE REQUIRED IN SPACES PRIMARILY USED FOR DRINKING OR DINING WITH A TOTAL OCCUPANT LOAD, INCLUDING EMPLOYEES AND CUSTOMERS, OF 30 OR FEWER IBC 209.2.3 EXEMPTION#2 PUBLIC TOILET FACILITIES SHALL NOT BE REQUIRED IN: - STRUCTURES AND TENANT SPACES INTENDED FOR QUICK TRANSACTIONS, INCLUDING TAKE OUT, PICK UP AND DROP OFF, HAVING A PUBLIC ACCESS AREA LESS THAN OR EQUAL TO 300 SQ FT. A. ALL WORK SHALL CONFORM TO THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE, AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF TUKWILA, AND COUNTY OF KING. B. IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED. C. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS, A COPY IS ON FILE AT THE ARCHITECT'S OFFICE. D. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. E. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER, IN WRITING, PRIOR TO INSTALLATION. F. G.C. IS RESPONSIBLE FOR SUBMITTAL, PAYING FEES AND OBTAINING ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDING PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. OWNER WILL PAY FOR "CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. G.C. REQUIRED TO PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER. G. G.C. SHALL PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY -PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. H. IT IS THE G.C.'S RESPONSIBILITY TO CONFIRM THE AVAILABLE "RESIDUAL" WATER PRESSURE, PRIOR TO THE START OF ANY WORK, AND NOTIFY THE OWNER IF THE AVAILABLE PRESSURE IS NOT ADEQUATE TO SERVICE THE ANSUL SYSTEM OR OTHER PRESSURE SENSITIVE EQUIPMENT. I. G.C. SHALL CONFIRM MINIMUM RESIDUAL PRESSURE AVAILABLE AT HOOD ANSUL SYSTEM IS 33 PSI. J. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS ARE NOT CLEAR. K. GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO INSTALLATION. L. ALL CONTRACTORS SHALL VISIT THE SITE TO BECOME FAMILIAR WITH CONDITIONS AFFECTING THE SCOPE OF WORK. NO CONTRACT ADJUSTMENTS WILL BE PERMITTED DUE TO THE LACK OF KNOWLEDGE OF SITE CONDITIONS. PLANNING APPROVED • No changes ban be made. to these plans without approval from the Planning Division of DCD Approved By: 1--- Sv-,1rr\ Date: PROJECT GENERAL NOTES NAME 8'-4" ROOM NAME SHEET NUMBER ELEVATION NUMBER 0'0" - ELEV CEILING HEIGHT BLDG. SECTION LETTER BLDG. SECTION SHEET DETAIL NUMBER DIRECTION OF DETAIL DETAIL SHEET REVISION NUMBER BLDG. HEIGHT REFERENCE POINT X ELEV. LETTER ELEV. SHEET DOOR NUMBER WINDOW NUMBER / DECOR ITEM NUMBER EXTERIOR WALL FINISH NUMBER KEY NOTE <X-000> EQUIPMENT NUMBER ROOM FINISH NUMBER XX (Xo XX 000) INTERIOR ELEVATION DESIGNATION SHEAR WALL TYPE (STRUCTURAL) EQUIPMENT / FIXTURE NUMBER (M.E.P.) REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS GENERAL DRAWING SYMBOLS t► VICINITY MAP TENANT IMPROVEMENT TO EXISTING STRUCTURE TO UPDATE RESTROOM TO COMPLY WITH ADA, NEW STOREFRONT ENTRANCE, NEW GLAZING, NEW ROOFTOP AND PARAPET. ADD NEW EMPLOYEE DOORS AND INFILL LOWERED SLAB IN BACK OF HOUSE TO LEVEL WITH FRONT OF HOUSE. NEW EQUIPMENT AND RELOCATION OF EXISTING EQUIPMENT PER PLANS DESIGN CRITERIA REFER TO CIVIL DRAWINGS. OWNER EMERALD CITY PIZZA 12121 HARBOUR REACH DR. # 200 MUKILTEO, WA 98275 425-493-8077 LEGAL JURISDICTION: TUKWILA, KING COUNTY, WASHINGTON BUILDING CODE: IBC 2015, IPC 2015, IMC 2015, NEC 2014, 2009 ANSI 117., 2015 IFGC, BUILDING AREA: 2,168.55 NO CHANGE OCCUPANCY: B TYPE CONSTRUCTION: EXISTING SHELL VB # PHONE LINES: THREE (25 PAIR CABLE IN 2" CONDUIT) ELECTRIC SERVICE: 400 AMPS / 3 PHASE / 120-208 VOLT WATER PRESSURE: 45-50 PSI MIN. @ BLDG. POINT OF ENTRY ELECTRIC PUGET SOUND ENERGY BOT -01H P.O. BOX 91269 BELLEVUE, WA 98009-9269 1-888-225-5773 FIRE SQ FOOTAGE BREAKOUT: WAITING AREA STANDING 44 SQ. FT. - 1/5 = 9 PERSONS WATINGSEATING 6 WAITING CHAIRS = 6 PERSONS COMMERCIAL KITCHEN 1855 SQ. FT. - 1/200 - 9 PERSONS TOTAL 24 PERSONS CHAPTER 29 PLUMBING - WASHINGTON STATE AMENDMENTS - 2012 FIXTURE CALCULATIONS TABLE: 2902.1 RESTROOMS REQUIRED/PROVIDED: 1/1 I PROJECT SUMMARY TENANT IMPROVEMENT TO EXISTING STRUCTURE TO UPDATE RESTROOM TO COMPLY WITH ADA, NEW STOREFRONT ENTRANCE, NEW GLAZING, NEW ROOFTOP AND PARAPET. ADD NEW EMPLOYEE DOORS AND INFILL LOWERED SLAB IN BACK OF HOUSE TO LEVEL WITH FRONT OF HOUSE. NEW EQUIPMENT AND RELOCATION OF EXISTING EQUIPMENT PER PLANS DESIGN CRITERIA REFER TO CIVIL DRAWINGS. OWNER EMERALD CITY PIZZA 12121 HARBOUR REACH DR. # 200 MUKILTEO, WA 98275 425-493-8077 1 CONSTRUCTION MANAGER ROBERT HERNANDEZ 12121 HARBOUR REACH DR. # 200 MUKILTEO, WA 98275 360-631-0996 CELL 425-493-8777 WORK DESIGN PROFESSIONAL SUE GENTY INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 CONTACT: SUE GENTY PHONE: 425-827-3438 4 MECH. / ELEC. ENGINEER (NAME) (ADDRESS) (CITY, STATE, ZIP) CONTACT: PHONE: ARCHITECT RICK LENTZ 15 K LENTZ ARCHITECT 12815 NW 126TH PL 128 WA 98034 W (425) 747-3177 C (425) 891-0064 7 STRUCTURAL ENG. ANDERSON CHASE 5726 100TH ST. SW. #200 LAKEWOOD, AWA 98499 CONTACT: MARK ANDERSON PHONE: 253-212-2310 ELECTRIC PUGET SOUND ENERGY BOT -01H P.O. BOX 91269 BELLEVUE, WA 98009-9269 1-888-225-5773 PROJECT DIRECTORY SEWER CITY OF TUKWILA 6200 SOUTH CENTER BLVD TUKWILA WA 98188 206-433-1849 1 TELEPHONE OPERATIONS EXPLORER 15600 NW 15TH AVE MIAMI FL 33169 CONTACT: PRIAMO PLACENCIA 786-220-1659 WATER CITY OF TUKWILA 6200 SOUTH CENTER BLVD TUKWILA WA 98188 206-433-1849 4 FIRE ALARM SYSTEM NW FIRE SYSTEMS 7815 S 180TH ST KENT WA 98032 CONTACT: MELISSA FRASER 206-772-7502 CALL CENTER: 360-252-4919 GAS PUGET SOUND ENERGY BOT -01H P.O. BOX 91269 BELLEVUE, WA 98009-9269 1-888-225-5773 7 SECURITY ALARM SYSTEM SIGNAL SERVICES PO BOX 9537 SEATTLE WA 98109-0537 CONTACT: BEN YAWITZ 206-326-9846 CALL CENTER: 877-440-9785 ELECTRIC PUGET SOUND ENERGY BOT -01H P.O. BOX 91269 BELLEVUE, WA 98009-9269 1-888-225-5773 No chances of Ivor '�Ej4.'tii NOT:: 1 1 is and may iri REVISIONS shall be made to the scope t without prior approval of la E uo ng lilvision. T"i , will urequire a new plan submittal ude additional plan review fees. 1 I UTILITY CONTACTS J TITLE/SITE 1 2 3 4 5 6 7 8 T1.0 TITLE SHEET CIVIL AND LANDSCAPE DRAWINGS BY SITE SPECIFIC CONSULTANT. STRUCTURAL S1.0 FOUNDATION PLAN S2.0 WALL FRAMING PLAN S3.0 ROOF FRAMING PLAN S4.0 STRUCTURAL DETAILS (FOUNDATION) S4.1 STRUCTURAL DETAILS (FRAMING) S4.2 STRUCTURAL DETAILS (ROOF/TOWER) ARCHITECTURAL A1.0 FLOOR & FINISH PLAN A1.1 DOOR & WINDOW ELEVATIONS & SCHEDULES / FINISH SCHEDULES A2.0 EQUIPMENT PLAN & SCHEDULE A3.0 ROOF PLAN A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A5.0 WALL SECTIONS A5.1 WALL SECTIONS A5.2 WALL SECTIONS SEPARATE PERMIT REQUIRED FOR: A6.0 EXTERIOR CONSTRUCTION DETAILS [1 chanical A6.1 EXTERIOR CONSTRUCTION DETAILS A7.0 REFLECTED CEILING PLAN iectrical A8.0 INTERIOR ELEVATIONS 1,1mbing A8.1 INTERIOR ELEVATIONS IrPtas Piping A9.0 INTERIOR CONSTRUCTION DETAILS at/ of Tukwila A10.0 METRO SHELVING ASSEMBLY AIDS E;I.lILIDING DIVISION MECHANICAL DEFERRED SEPARATE PERMITS REQUIRED FOR - WALK IN COOLER, WALK IN FREEZER, TYPE 1 HOOD AND HVAC SYSTEM. PLUMBING DEFERRED ELECTRICAL DEERE FILE COPY Permit o2 1)17- 0014 0 Plan review approval is subject to errors and omissions. Approval of cgnsfruction documents does not authorize the violation of any adopted code or ordinance. Rei pt of appr,s ed Field C • + and cond'ti cknowledged: By: �.�.,_ J' Date: City of Tukwila BUILDING DIVISION LEGAL DESCRIPTION 0040000902 ADAMS HOME TRS POR OF 9-10 & 25-26 BEG AT NXN OF ELY MGN OF ST RD # 1 WITH N LN OF S 30 FT OF 9 TH E ALG SD N LN OF S 30 FT OF 9-10 120 FT TH SWLY PLW ELY RD MGN OF ST RD 200 FT TH W PLW S LN OF 9-10 120 FT TO SD ELY MGN TH NELY ALG ELY RD MGN 200 FT TO POB RECEIVED CITY OF TUKWILA AUG 14 2011 PERMIT CENTER • REVIEWED FOR CODE COMPLIANCE Baa APPROVED SEP 0 6 2011 i kicity of Tukwila See 10201 BUILDING DtV►SiON CORRE TION LTR# b ti 0 ILI 0 SHEET IN DEX 3549 REGISTERED i .- ':i /jER• C ;LEI STATE OF WASHINGTON I. I ■- _ sus. GENTY INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A6-16-17 CITY CORRECTIONS #1 A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 TITLE SHEET `\ T1 .0 PLOT DATE: 05-19-17 TENANT/PYLON/MONUMENT PANEL FACE TO BE FROM THE CURRENTLY POSTED 2016 SIGNAGE STANDARDS ON THE ONE STOP SHOP AND OBTAINED FROM ONE OF THE APPROVED PHLLC SIGNAGE VENDORS. 120.00' / / / / SITE PLAN 120.00' / SER10 2018 NORTH REVIEWED FOR ODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 242011 PERMIT CENTER SUE GENT? INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A A A A A A A n CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 A -SITE PLOT DATE: 05-19-17 1. CONTRACTOR SHALL CONTACT THE PROPER AUTHORITIES TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES AND HAVE SAME MARKED BEFORE PROCEEDING WITH ANY DIGGING OR OTHER SITE WORK. 2. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE FINISH FLOOR ELEVATION (ABOVE SEA LEVEL) BASED UPON THE CIVIL DRAWINGS AND ON EXISTING FIELD CONDITIONS INCLUDING GRADES, DRAINAGE, UTILITIES, ACCESSIBLE ROUTES, ETC. AND SHALL OBTAIN APPROVAL OF SAME FROM THE OWNERS CONSTRUCTION MANAGER AND CIVIL ENGINEER BEFORE PROCEEDING WITH THE WORK. 3. CONCRETE PAVING WITHIN 5'-0" OF EXTERIOR DOORS SHALL SLOPE AWAY FROM BUILDING AT 1% 4. GRADE/SOIL SHALL SLOPE 1% MINIMUM AWAY FROM ALL SLAB EDGES AND SHALL BE HELD DOWN 6%" MINIMUM FROM THE TOP OF THE CONCRETE SLAB. 5. ALL ACCESSIBLE ROUTES ON SITE SHALL COMPLY WITH ALL ADA REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THOSE REQUIREMENTS. 6. MAINTAIN POSITIVE DRAINAGE ON SITE AND INFORM THE OWNERS CONSTRUCTION MANAGER AND CIVIL ENGINEER OF ANY ISSUES WITH SAME BEFORE PROCEEDING WITH WORK. 7. THE CONTRACTOR SHALL CONFIRM THE BUILDING LOCATION ON THE SITE WITH THE OWNERS CONSTRUCTION MANAGER AND CIVIL ENGINEER BEFORE PROCEEDING WITH THE WORK, 8. VERIFY ALL CONDITIONS PRIOR TO CONSTRUCTION. DISCREPANCIES BETWEEN DESIGN AND EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PIZZA HUT CONSTRUCTION MANAGE AND CIVIL ENGINEER PRIOR TO PROCEEDING WITH WORK. 9. PATCH AND REPAIR ANY AND ALL PAVING DISTURBED DURING CONSTRUCTION TO MATCH ADJACENT PAVING CONDITIONS AND ELEVATIONS. 10. VERIFY LOCATION OF ALL UTILITY CONNECTIONS AND METERS ON SITE AND ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE PIZZA HUT CONSTRUCITON MANAGER AND CIVIL ENGINEER. 11. REFER TO PROJECT JENERAL NOTES ON SHEET T1.0 & A1.1 12. ADA MANEUVERING SPACE OUTSIDE OF EXTERIOR DOORS SHALL BE LEVEL TO WITHIN 1/48 SLOPE MAX. SITE L GENERAL NOTES ii ill ED PIZZA HUT BUILDING CD WASTE OIL, BARRELL LOCATION. WASTE OIL BARREL (50 -GAL) TO HAVE LOCKING LID. C7 8' X 20' ACCESSIBLE 'VAN' PARKING SPACE WITH 8' X 20' ACCESS AISLE. (4) GAS METER - EXISTING CD WATER METER - EXISTING © ELECTRICAL SERVICE PANEL & METER - EXISTING CD TRASH AREA & DUMPSTER W/7' HIGH SCREEN FENCE ON NEW CONCRETE SLAB, 6" THICK REINF'D CONCRETE PAD W/ BROOM FINISH AND SLOPED TO GRADE FOR ACCESS. ® ADA CURB RAMP: MAX SLOPE 1:12 CD CONCRETE WALK WITH LIGHT BROOM FINISH. ACCESSIBLE ROUTE TO SLOPE 1:20 MAX IN DIRECTION OF TRAVEL WITH CROSS SLOPE 1:48 MAX 10 NEW SIGNAGE - REFACE MONUMENT BASE AND REPLACE EXISTING SIGN PER CORPORATE STANDARDS. UNDER SEPARATE PERMIT. CD INSTALL NEW ADA ACCESSIBLE PARKING SIGN AT +5'-0" A.F.F. MIN. SEE SHT ADA1.1 CORNER SIGN TO HAVE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND SHALL BE DESIGNATED OF 'VAN ACCESSIBLE' WRITTEN ON THE SIGN, PER ANSI A117.1 12 RELOCATE EXISTING HVAC UNITS (3) PER MECHANICAL PLANS 13 REMOVE EXISTING ASPHALT, PATCH AND REPAIR TO LIKE NEW, PROVIDE LANDSCAPING TBD REMOVE CURB AND RADIUS PER PLAN - AND REPLACE CURB - FIELD VERIFY EXISTING DUMPSTER SURROUND 10 KEY TES C REQUIRED PARKING FOR FAST FOOD RESTAURANT 4 CARS / 1,000 SQ. FT OF RETAIL SALES - GENERAL 2,168 SQ. FT. = 8.67 STALLS REQUIRED - 14 STALLS PROVIDED NO CHANGE OF USE - EXISTING TO REMAIN KEY TES C TENANT/PYLON/MONUMENT PANEL FACE TO BE FROM THE CURRENTLY POSTED 2016 SIGNAGE STANDARDS ON THE ONE STOP SHOP AND OBTAINED FROM ONE OF THE APPROVED PHLLC SIGNAGE VENDORS. 120.00' / / / / SITE PLAN 120.00' / SER10 2018 NORTH REVIEWED FOR ODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 242011 PERMIT CENTER SUE GENT? INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A A A A A A A n CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 A -SITE PLOT DATE: 05-19-17 .F777/77/777 EXTERIOR SHEAR WALL: 2x6 WD STUDS AT 16" 0.0. W/ 1/2" EXTERIOR GRADE PLYWD (EXP 1) SHEATHING (SEE STRUCT. DWGS. FOR ADDITIONAL INFORMATION.) AND R-21 KRAFT -FACED FIBERGLASS BATT INSULATION. GYP. BD. AND OTHER FINISHES SHALL BE APPLIED OVER STRUCTURAL PLYWD. TYPE -I HOOD SIDE 50'- GWB-X 26'-1" 12'-0$" .77/77/777 TYPICAL EXTERIOR WALL: 2x6 WD STUDS AT 16" 0.C. W/ 1/2" EXTERIOR GRADE PLYWD (EXP 1) SHEATHING AND R-21 KRAFT -FACED FIBERGLASS BATT INSULATION U.O.N. 22 Ga. STAINLESS STEEL SHEETING OVER TYPE "X" GWB. EXTEND 18" BEYOND SIDES & TOP OF HOOD. TYPICAL INTERIOR WALL: 2x4 WD STUDS AT 16" 0.0. (2x6 OR 2x8 WHERE NOTED). W/ 5/8" TYPE "X" GYP. BD. SUBSTRATE U.O.N. INTERIOR SOUND -RATED WALL: CONSTRUCT TYPICAL INTERIOR WALL W/ 3-1/2" UNFACED FIBERGLASS BATT INSULATION. HOOD WALL: REPLACE WOOD WALL WITH 35/8" 20 GA. (350S162-33) METAL STUDS @ 16" 0.C. AT NEW WALLS MIN. 18". NO EXPOSED SCREWS/ATTACHMENTS. STEEL STUDS W/ STAINLESS STL. PANEL OVER GYPSUM BOARD MAY BE USED AS AN APPROVED ALTERNATE. 2x4 20 GA. (350S162-33) METAL STUDS @ 16" 0.C. AT NEW WALLS AT EXIST. WALLS, IF STUDS ARE WOOD, THEN REPLACE WITH 20 GA. METAL STUDS & SOLE PLATE CHANNEL, TO MATCH EXIST. STUD SIZE, AS NOTED. (VERIFY STUD REPLACEMENT WITH PH CONST. MGR. ). 8" HIGH CEMENT BD. TILE BASE - SEE FIN. SCHEDULE PER 2017 DELCO MAJOR REMODEL STANDARDS, REFINISHING THE BOH IS ONLY REQUIRED AS NEEDED TO MEET ALL MAINTENANCE, FOOD SAFETY, AND APPROVED EQUIPMENT STANDARDS AT THE TIME OF THE REMODEL. STORAGE 9 CD 75" A.F.F. 36"X18" CENTER CL 0 W CO SEALANT DASHED LINE INDICATES SUBSTRATE LOCATION. ALL WALLS SHALL BE AS INDICATED EXCEPT FROM TOP OF SLAB TO 12" ABOVE SLAB SHALL BE 5/8" CEMENT BOARD, U.O.N. THIS NOTE DOES NOT APPLY TO EXTERIOR FACE OF EXTERIOR WALLS, AND PLYWOOD SHEAR CONDITIONS. WALL LEGEND BOH RESTROOM DIMENSIONS: A. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. REFER TO FOUNDATION PLAN FOR FACE OF STUD. DIMENSIONS. B. DIMENSIONS NOTED AS CLEAR ARE MIN. REQ'D. NET CLEARANCE FROM FACE OF WALL / WAINSCOT FINISH. REFER TO DWG A2.0 FOR CRITICAL "HOLD" EQUIPMENT CLEARANCES. VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL FRAMING. WINDOWS / DOORS: A. SEE SHT. A1.1 FOR WINDOW TYPES AND DOOR SCHEDULE. B. ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING. CUSTOMER CUSTOMER DRY STG FRP ON 5/8" GYP. BD. SCULLERY FINISH SUBSTRATES: A. PROVIDE 5/8" THICK CEMENTITIOUS BD. FROM FLOOR SLAB TO 12" A.F.F. MIN. IN LIEU OF GYP. BD.. U.O.N. B. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS. C. SEE SHTS. A1.1 AND A7.0 THRU A9.0 FOR ROOM FINISHES. D. ALL BACK OF HOUSE WALLS SHALL HAVE 1/2" EXPOSURE 1 PLYWD U.O.N. DECOR: A. SEE A2.0 FOR DETAILS. C. SEE A1.1 & A8.0 - A9.0 FOR WALL FINISHES. D. SEE A7.0 FOR CEILING FINISHES. FINISH AS SCHEDULED ON INTERIOR ELEVATION KITCHEN P -M1 CL -M1 T -M1 FRP-M FINISH AS SCHEDULED ON INTERIOR ELEVATIONS 20 GA. S.S. END CAP - ATTACH W/ CONST. ADHESIVE KITCHEN P -Ml CL -M1 T -M1 FRP-M FLOOR PLAN NOTES D STARTING POINT. ALL SUB -TRADES SHALL USE THIS POINT AS A BEGINNING LAY -OUT (CORNER OF BREAK METAL @ COLUMN). PRE -FINISHED MTL. DOWNSPOUTS. SEE EXTERIOR ELEVATION SHEET A4.0 & A4.1. ELECTRICAL MAIN SWITCH BOARD. REMOVE & REPLACE MDP SWITCHGEAR METAL THRESHOLD. REFER TO DETAIL 5/A9.0 - IMBED IN N,S. MORTAR RECESSED ELECT. PANEL AND CLEAR FLOOR SPACE. REFER TO ELECT. DWGS. FIRE EXTINGUISHER (K CLASS) TO BE PROVIDED BY GENERAL CONTRACTOR. VERIFY NUMBER AND LOCATION OF EXTINGUISHERS WITH LOCAL AUTHORITIES. SPLASH GUARD. SEE DETAIL 9/A9.0. INSTALLATION SHOULD BE COORDINATED WITH HAND SINK INSTALLATION. C) S.S. CORNER GUARD / WALL CAP, TYP. EXPOSED CORNERS IN BACK -OF -HOUSE FROM TOP OF BASE TILE TO 6'-0" UP FROM TOP OF BASE. SEE DETAIL 13/A9.0. CO HOOD WALL, SEE WALL LEGEND. C10) CONTRACTOR TO PROVIDE 1/2" PLYWOOD BLOCKING AT THIS LOCATION FOR WALL MOUNTED EQUIMPENT. GAS METER. DONT PAINT. START POINT FOR FLOOR TILE. 5/8" CEMENT BOARD PLATFORM AT SAFE LOCATION. HOLD 6" FROM. WALL. SEE DETAIL 12/A9.0. (14) REFER TO STRUCTURAL DRAWINGS FOR CONCRETE FLOOR SLOPES AROUND FLOOR DRAINS. LOBBY AREA TILE ORIENTATION AS SHOWN. 16 FLOOR TILE TRANSITION, FROM KITCHEN TILE T -Ml TO LOBBY TILE T -M2. DIRECTLY UNDER BACK EDGE OF CEILING BULK HEAD TO EDGE OF WALL IN KITCHEN. CONTINUE B.O.H FINISH T -M1 INTO WALK-IN COOLER. FREEZER FLOOR AND BASE FURNISHED BY MANUFACTURER. KITCHEN P -M1 CL -M1 T -M1 FRP-M (19) REUSE EXISTING HOT WATER TANK - KITCHEN LOBBY 23'-108" ROUGH OPENINGS ARE NOT NECESSARILY TO STUD. SEE WALL SECTIONS ON SHEET A5.0 AND A5.1 FOR R.O. LOCATIONS. 0 2018 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 c 2017 4: (A) 20 FRAMED FUR DOWN, FINISHES AT 7'-0" A.F.F. CLEAR. REF DETAIL 14/A9.0. OWNER SUPPLIED, WALL MOUNTED BRACKET AND 40" LCD TV. CONTRACTOR TO PROVIDE REQUIRED BLOCKING AND INSTALLATION OF BRACKET AND TV. MOUNT BOTTOM OF TV @ 6'-10" A.F.F. GC TO PROVIDE 5/8" PLYWOOD ON FULL WALL. INSTALL BACKER ROD AND SEALANT BETWEEN COOLER/FREEZER AND ADJACENT WALL SURFACES. DISCONTINUE WALL COVERING BEHIND COOLER/FREEZER. SEE DETAIL C A1.0 G.C. TO INSTALL KNOX BOX PROVIDED BY LOCAL FIRE DEPARTMENT, G.C. TO PROVIDE AND INSTALL OCCUPANT LOAD SIGN. A. SEE SPECS FOR PAINTING, GYPSUM BOARD AND TILE. B. DENOTES FINISH MATERIAL. REFER TO SHEET A1.1 FOR FINISHES. C. TILE JOINTS (U.N.O.): 1. QUARRY FLOOR TILE: 1/4" 2. PORCELAIN CONTINENTAL SLATE FLOOR TILE: 3/16" 3. GLAZED WALL TILE: 1/8" 4. BASE, TRIM, AND ACCESSORIES: MATCH ADJOINING TILE UNITS. ALIGN FREEZER FLOOR TO BE FLUSH WITH FINISH SURFACE OF KITCHEN FLOOR 11 City of Tukwila UILDING DIVISION FLOOR PLAN 1/4"=1'-0" 0H0 2" AIR GAP, TYP. D. FLOOR TILE JOINTS SHALL MATCH UP WITH SLAB JOINTS. E. ALL BASE TILE SHALL BE SANITARY COVE STYLE WITH 3/8" MIN. RADIUS U.N.O F. PROVIDE FINE BEAD OF CLEAR SILICONE CAULK WHERE FRP-M STOPS AT TOP OF COVE BASE. G. PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN COUNTERS/EQUIPMENT ABUTS WALL SURFACE. H. ALL INTERIOR FINISHES SHALL HAVE CLASS 1 FIRE RATING. d d RECEIVED CITY OF TUKWILA AUG 14 2017 PERMIT CENTER 4 a • WALK IN REFER .8 FLASHING @ GAP BETWEEN WALL AND WALK IN REFER 2X STUD AND GWB WALL WALK IN FREEZER FLOCR SLAB DEPRESSION AT WALK IN FREEZER FLOOR FINISH PER SCHEDULE KEY NOTES KEY NOTES FLASHING @ WALK IN DETAIL 1 1/2"=1'-0" SLAB DEPRESSION @ FREEZER DETAIL 1 1/2"=1'-0" *Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. *Self-contained "pluqin" coolers or freezers (appliance type) shall not require a mechanical permit. STATE OF WASHING .■ ■■� SUEGENTY INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A6-16-17 CITY CORRECTIONS #1 A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 FLOOR & FINISH PLAN A1 .0 PLOT DATE: 05-19-17 FLOORS ALL FINISHES/FURNITURE/DESIGN ELEMENTS/GRAPHICS SHALL BE PER THE CURRENTLY POSTED DELCO PROTOTYPE DRAWINGS ON ONE STOP SHOP. ANY VARIATION OR ALTERATION SHALL BE APPROVED BY PHLLC THROUGH FINISH SUBMITTAL, BY OWNER, FOR FURTHER REVIEW AS INDICATED IN FINISH SPECIFIC NOTES WITHIN SCHEDULE. THIS APPROVAL IS CONTINGENT ON THE ALIGNMENT OF THE PROTOTYPICAL SPECIFICATIONS AND/OR FOLLOW UP OF REQUESTED FINISH REVIEW OF PROPOSED. • 1. SEE SCHEDULE FOR GLASS TYPES. 2, REFER TO FLOOR PLAN, ELEVATIONS AND WALL SECTIONS FOR ROUGH OPENING DIMENSIONS. ALL STOREFRONT MATERIAL AND GLAZING SHALL BE SUPPLIED AND INSTALLED BY G.C. U.O.N. ALL WINDOW TYPES ARE TYPE "A" GLASS U.O.N. 3. 4. OPTIONAL BLINDS TO BE FURNISHED AND INSTALLED BY G.C. ON ALL TYPE "1" WINDOWS. SITE SPECIFIC ARCHITECT SHALL VERIFY IF BLINDS WILL BE REQUIRED ON ANY OR ALL TYPE "1" WINDOWS 5. WITH LOCAL OWNER'S REPRESENTATIVE. NOTE: MOUNT ROLLER SHADES INSIDE FRAMES. ROLLER SHADES: SUPPLIER: LEVELOR - ROLLERSHADE SHEAR WEAVE 4100, COLOR: V10 EBONY, 10% OPENNESS MOUNTED TO INSIDE OF WINDOW FRAME ROLLER SHADES TO BE FURNISHED AND INSTALLED BY G.C. BLIND EXPRESS, INC. Lee Askenas 30 Mnasell Court, Suite 108 Roswell, GA 30076 770-664-1688 Office 770-664-1191 Fax (877) 219-3271 Toll Free laskenas@blindexpress.net NOTE: PER WSEC TABLE C402.3 MAX. U -VALUE OF 0.38 AT FIXED WINDOWS AND .60 @ DOORS - MAX. SOLAR HEAT GAIN COEFFICIENT OF 0.40 FOR ALL GLAZING NOT FACING NORTH - GLASS SCHEDULE 1" INSULATED GLASS CBT) 1" INSULATED TEMPERED GLASS NOTE: SHADING COEFFICIENT SPECIFICATION PER LOCAL CODE REQUIREMENTS. DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED. WINDOW TYPE NOTES SIM. K O. cc 0 O ) 8 5- 2-1 CO REFERENCE NOTES: 1. ALL HARDWARE SHALL BE US32D U.O.N. 2. ALL HM FRAMES SHALL BE 16 GA STEEL U.O.N. 3. ALL LOCKS SHALL BE FALCON 6 PIN INTERCHANGEABLE CORE SUPPLIED AND INSTALLED BY THE G.C. ALL EXTERIOR LOCKS SHALL BE PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES SHALL BE KEYED ALIKE. 4. PERMANENT CORES SHALL BE SHIPPED TO THE CONSTRUCTION MANAGER. 5. MOUNT DOOR CLOSURES ON TOILET ROOM OR KITCHEN SIDE ONLY. 6. COMPLETE DOOR, FRAME AND HARDWARE PACKAGE INCLUDING: VISION PANEL (WITH FLAP), CONTINUOUS HINGE, HEAVY DUTY CLOSER, RAIN DRIP, DOOR BOTTOM/ SWEEP, WEATHERSTRIP, KICKPLATE, KEYLESS ENTRY AND PANIC HARDWARE, ORDERED THRU LOCKNET SECURITY DOORS, PART #DU-YUM-SD. 7. NOT USED. 8. PROVIDE PUSH/ PULL PLATES. 9. IF REQUIRED BY LOCAL CODE, STOREFRONT DOOR PANIC HARDWARE SHALL BE : DOR-O-MATIC 2092 RIM PANIC HARDWARE AND EXTERIOR PULLS WITH QUALITY #520 DOOR PULL. 10. MOUNT 8" KICKPLATE ON BOTH SIDES. 11. MAXIMUM DOOR OPERATING PRESSURE : 5 LBS INTERIOR : 8.5 LBS EXTERIOR MEASURED AT 90 DEGREES TO THE DOOR AT THE STRIKE EDGE. 12. ADA COMPLIANT ACCESSIBILITY SIGNAGE WHERE REQUIRED OR AS REQUIRED BY LOCAL JURISDICTION. 13. UNISEX RESTROOM SIGN IF REQUIRED. VERIFY LOCAL REQUIREMENTS. 14. NOT USED. 15. INTERIOR DOORS, FRAMES AND HARDWARE PACKAGE ORDERED THRU LOCAL DISTRIBUTER 16. MOUNT (6) COAT HOOKs ON INTERIOR RESTROOM SIDE AT 5'-0" A.F.F. 17. VISION PANEL AT EXTERIOR DOORS 6"X6" WIRE GLASS WINDOW AT RECEIVING DOOR. DOOR SCHEDULE NOTES 1 DOOR NO. DOOR SIZE w a - cc O O 0 w 2 cc w BUTTS LOCKS CLOSERS KICKPLATE THRESHOLD DOOR STOP 1 2 3 4 1 2 3 4 5 6 1 2 3 1 2 3 4 1 2 3 4 1 2 3 m w J J 0 MISCELLANEOUS DETAIL LOCATIONS DOOR NOTES SEE DOOR TYPE ELEVATIONS BOMMER BB5000 4.5" x 4.5" CONT. HINGE INCLUDED IN PACKAGE PR STANLEY 2060R - 4-1/2" x 4-1/2" - 26D YALE B-PB5407 LNIC OFFICE SARGENT 10G04 X LP X US26D PANIC HARDWARE INCLUDED IN PACKAGE FALCON C952 OR C986 AS REQUIRED YALE B-PB5402 LNIC PRIVACY SET 0 In 0 CO 0 0 DORMA CLOSER INCLUDED IN PACKAGE DORMA 7203 ARPxSNBx689 STAINLESS STEEL 8" x 34" KICKPLATE INCLUDED IN PACKAGE STAINLESS STEEL 10" x 22" STAINLESS STEEL 18" x 34" VISTA # TH43 THRESHOLD INCLUDED IN PACKAGE FLOOR STOP ROCKWOOD 440 HINGE STOP - ROCKWOOD 528 PUSH PLATE #40 8"x16" - QUALITY S.S. PULL PLATE #1610A 4" x 16" - QUALITY S.S. SWEEP & WEATHERSTRIP INCL. IN PACKAGE SWEEP (VISTA 231 STD) NGP 101 VA UNDERCUT 3/4" =w t YFn O O m z 0 D Quo Z m Z• 2z Q CCD al 0 m j ccz O 0 a= a. D 0 COAT HOOK - IVES 571-A92 DOOR SIGN 0 w m 2 a ii in 1 3'-0" x 7-0" x 1-3/4" A AL AL X X X X X X X X X 6/A6.1 6/A6.1 7/A6.1 1,3,4,8,9,11 2 3'-0" x 7-0" x 1-3/4" C HM HM X X X X X 11/A9.0 11/A9.0 1, 2, 3, 4, 5, 10, 11, 12, 3 3'-0" x 7-0" x 1-3/4" B HM HM X X X X X X X 11/A6.0 11/A6.0 13/A6.0 1, 2, 3, 4, 6, 10, 11, 17, 18 4 3'-0" x 7'-0" x 1-3/4" C HM HM X X X X X 11/A9.0 11/A9.0 13213; )165, 10, 11, 12, An: 3'-116 3'-6" x 7-0" x 1-3 4" B HM HM X X X X X X X 11 A6.0 11/A6.0 13/A6.0 3'-0" x 7'-0" x 1-3/4" C HM HM X X X X 11/A9.0 11/A9.0 1 2 3,4 6,10,11,1718` 21; 465, 10, 11, 12, CB) (B) 3'-0" ALUMINUM CB7 [V ti SEPI 10 2010 WINDOW TYPE 1/4" = 1'-0" 6 REVIEWED FOR ODE COMPLIANCE • APPROVED SEP 0 6 2017 DOOR SCHEDULE City of Tukwila BUILDING DIVISION 6" X 6" VISION PANEL 2 RECEIVED CITY OF TUKWILA AUG 14 2011 PERMIT CENTER SIGN WHERE REQUIRED __ ,_ O8" KICKPLATE '-8" KICKPLATE ON PUSH SIDE ONLY DOOR TYPES 1/4" = 1'-0" 3 3549 STATE OF WASHINGT ■1 SUE GENTY -INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A6-16-17 CITY CORRECTIONS #1 0 A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 DOOR & WDW ELEVATIONS/ FIN. SCHEDULE A1 .1 PLOT DATE: 05-19-17 DESCRIPTION ALTERNATE/NOTES SYM T -Ml MFR.: CROSSVILLE MFR.: FLORIDA TILE TYPE: PORCELAIN TILE TYPE: QUARRY TILE COLOR: GRAY MINGLE R001 COLOR: PURITAN GRAY - RAISED TREAD SIZE: 8" X 8" CROSSTREAD SIZE: 6"X6" 12" x 12" GROUT: POLYBLEND #60 CHARCOAL GROUT: POLYBLEND #60 CHARCOAL TONI HALE * MATT HATFIELD * 931-456-3997 214-356-4271 T -M2 MFR.: FLORIDA TILE NOTES: TYPE: PORCELAIN TILE 1. RUNNING BOND PATTERN COLOR: FTI-PH1-CR 2. TILE PATTERN TO BE PARALLEL WITH FRONT DOOR SIZE: 6" X 24" 3. FOR ORDERING CONTACT GROUT: CUSTOM BUILDING PRODUCTS MATT HATFIELD 214-356-4271 #540 TRUFFLE 3/8" WALL BASE DESCRIPTION ALTERNATE/NOTES SYM B -M1 MFR.: CROSSVILLE MFR.: ARMSTRONG TYPE: TILE COVE BASE TYPE: VINYL COVE BASE COLOR: GRAY MINGLE COLOR: JET BLACK SIZE: 6" x 8" SIZE: 4" GROUT: POLYBLEND GROUT #60 CHARCOAL TONI HALE * STEVE PATTERSON* 931-456-3997 214-755-9186 B -M2 MFR.: ARMSTRONT TYPE: VINYL COVE BASE COLOR: JET BLACK SIZE: 4" CEILINGS DESCRIPTION ALTERNATE/NOTES SYM CL -M1 MFR.: GYPSUM LAY IN PANEL ACOUSTICAL CEILING GRID SHALL BE EQUAL TO ARMSTRONG TYPE: WHITE VINYL WITH STIPPLE PATTERN PRELUDE 15/16" OR U.S. GYPSUM ENVIRONMENTAL ZXA GRID COLOR: WHITE SYSTEM. WIDE -FACED, ALUMINUM CAPPED, DOUBLE -WEB, HOT SIZE: 1/2" x 24" x 48" KITCHEN/RESTROOM DIP GALVANIZED STEEL, INTERMEDIATE -DUTY, HIGH HUMIDITY FINISH. PAINTED WHITE. ALTERNATE TILE: MFR.: ARMSTRONG TYPE: #793 GEORGIAN HIGH WASHABILTY ARMSTRONG * COLOR: WHITE BETH RINEHEART SIZE: 1/2" x 24" x 48" KITCHEN/RESTROOM 2500 Columbia Avenue 1/2" x 24" x 24" LOBBY Lancaster, PA 17603 (800) 442-4212 CL -M2 MFR.: USG ACOUSTICAL CEILING GRID SHALL BE EQUAL TO ARMSTRONG TYPE: FROST, CLIMA PLUS PRELUDE 15/16" OR U.S. GYPSUM ENVIRONMENTAL ZXA GRID COLOR: FLAT BLACK #205 SYSTEM. WIDE -FACED, ALUMINUM CAPPED, DOUBLE -WEB, HOT SIZE: 1/2" x 24" x 24" LOBBY DIP GALVANIZED STEEL, INTERMEDIATE -DUTY, HIGH HUMIDITY FINISH. PAINTED FLAT BLACK, WALLS/DOORS DESCRI -111TION ALTERNATE/NOTES SYM FRP-M MFR.: MARLITE ALTERNATES: TYPE: MFR NO: P-100 COLOR: WHITE 1) PARKLAND PERFORMANCE, PLASTEX NRP, WHITE, NU CRACKED -ICE FINISH 2)- NUDO PROD. INC., FIBER -LITE LP -F9 -FR, COLOR: WHITE . 3)- SEQUENTIA, INC, STRUCTOGLASS, STRUCTOGLAS MARLITE * PYRO-PANL, COLOR: WHITE #1130; CUSTOMER SERVICE 4)- UNIDYNAMICS DYROTECH INDUSTRIES, KEMLITE 800.377.1221 GLASBORD-P, KEMLITE FIRE -X GLASBORD, COLOR: www.marlite.com WHITE #85 P -M1 MFR.: SHERWIN WILLIAMS KITCHEN DOORS & FRAMES TYPE: SEMI -GLOSS ENAMEL COLOR: "GREY CLOUDS" - #SW7658 P -M2 MFR.: SHERWIN WILLIAMS TWO COATS MINIMUM. TYPE: SEMI -GLOSS ENAMEL COLOR: "MACADAMIA" - #SW6142 FINISH: LIGHT STIPPLE P -M3 MFR.: SHERWIN WILLIAMS LOBBY/RESTROOM DOORS & FRAMES TYPE: SEMI -GLOSS ENAMEL COLOR: "BLACK FOX" - #SW7020 W -M1 MFR.: WOLF GORDON TYPE: VINYL WALLCOVERING 1. WALLS TO HAVE MINIMUM LEVEL 4 FINISH A FREDDYCOEZ PRIMER. COLOR: RAMPART #GOH10177925 COLOR #9 2. ADDITIONAL 2 WEEK LEAD TIME FOR PERFORA711IN1 5452 PERFORATED (INSTALLED VERTICALLY) W -M2 MFR.: GLEN-GERY 1. USE THIN TECH - CLASSIC SERIES, SEE DETAIL 2/A8.0 * TYPE: THIN BRICK 1/2" 2. SEAL BOTTOM 3 COURSES W/ PROSOCO, STANDOFF (STMP) COLOR: MILWAUKEE, RUNNING BOND PATTERN SIZE: 1/2" X 2 1/4" X 7 5/8" MIKE SCHMEDDING MORTAR: NATURAL GREY PIPED, ROUGH RAKED 816.589.3956 ST -M1 MFR.: SHERWIN WILLIAMS CHAIR RAIL TYPE: INTERIOR SEMI -TRANSPARENT STAIN COLOR: "WEATHERED TEAK" - #SW3134 FINISH SCHEDULE LEGEND 9 1. INSTALL FRP PANELS ON WALLS FROM TOP OF SLAB TO EXTEND PAST CEILING GRID EXCEPT WHERE CERAMIC TILE IS INDICATED. INSTALL FRP ON KITCHEN SIDE OF SERVING COUNTER WALL. 2. REFER TO DECOR VENDOR DWGS FOR CASEWORK AND DECOR FINISHES. 3. GALV STEEL WALL AND CEILING FINISHES BY WIC / WIF BOX MFR. 4. REFER TO INTERIOR ELEVATIONS AND A1.0 FLOOR PLAN FOR LOCATIONS OF WALL GRAPHICS. 5. FOR FINISH LOCATIONS REFER TO: SHEETS A4.0 & A4.1 - EXTERIOR ELEVATIONS SHEET A2,0 - FLOOR FINISH PLAN SHEET A7.0 - REFLECTED CEILING PLAN SHEET A8.0 - INTERIOR ELEVATIONS 6. ALL INTERIOR FINISHES SHALL HAVE CLASS 1 FIRE RATING. 7. ALL PAINTED SURFACES SHALL BE FINISHED TO A LEVEL 5. ROOM FINISH OTES 10 ALL FINISHES/FURNITURE/DESIGN ELEMENTS/GRAPHICS SHALL BE PER THE CURRENTLY POSTED DELCO PROTOTYPE DRAWINGS ON ONE STOP SHOP. ANY VARIATION OR ALTERATION SHALL BE APPROVED BY PHLLC THROUGH FINISH SUBMITTAL, BY OWNER, FOR FURTHER REVIEW AS INDICATED IN FINISH SPECIFIC NOTES WITHIN SCHEDULE. THIS APPROVAL IS CONTINGENT ON THE ALIGNMENT OF THE PROTOTYPICAL SPECIFICATIONS AND/OR FOLLOW UP OF REQUESTED FINISH REVIEW OF PROPOSED. • 1. SEE SCHEDULE FOR GLASS TYPES. 2, REFER TO FLOOR PLAN, ELEVATIONS AND WALL SECTIONS FOR ROUGH OPENING DIMENSIONS. ALL STOREFRONT MATERIAL AND GLAZING SHALL BE SUPPLIED AND INSTALLED BY G.C. U.O.N. ALL WINDOW TYPES ARE TYPE "A" GLASS U.O.N. 3. 4. OPTIONAL BLINDS TO BE FURNISHED AND INSTALLED BY G.C. ON ALL TYPE "1" WINDOWS. SITE SPECIFIC ARCHITECT SHALL VERIFY IF BLINDS WILL BE REQUIRED ON ANY OR ALL TYPE "1" WINDOWS 5. WITH LOCAL OWNER'S REPRESENTATIVE. NOTE: MOUNT ROLLER SHADES INSIDE FRAMES. ROLLER SHADES: SUPPLIER: LEVELOR - ROLLERSHADE SHEAR WEAVE 4100, COLOR: V10 EBONY, 10% OPENNESS MOUNTED TO INSIDE OF WINDOW FRAME ROLLER SHADES TO BE FURNISHED AND INSTALLED BY G.C. BLIND EXPRESS, INC. Lee Askenas 30 Mnasell Court, Suite 108 Roswell, GA 30076 770-664-1688 Office 770-664-1191 Fax (877) 219-3271 Toll Free laskenas@blindexpress.net NOTE: PER WSEC TABLE C402.3 MAX. U -VALUE OF 0.38 AT FIXED WINDOWS AND .60 @ DOORS - MAX. SOLAR HEAT GAIN COEFFICIENT OF 0.40 FOR ALL GLAZING NOT FACING NORTH - GLASS SCHEDULE 1" INSULATED GLASS CBT) 1" INSULATED TEMPERED GLASS NOTE: SHADING COEFFICIENT SPECIFICATION PER LOCAL CODE REQUIREMENTS. DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED. WINDOW TYPE NOTES SIM. K O. cc 0 O ) 8 5- 2-1 CO REFERENCE NOTES: 1. ALL HARDWARE SHALL BE US32D U.O.N. 2. ALL HM FRAMES SHALL BE 16 GA STEEL U.O.N. 3. ALL LOCKS SHALL BE FALCON 6 PIN INTERCHANGEABLE CORE SUPPLIED AND INSTALLED BY THE G.C. ALL EXTERIOR LOCKS SHALL BE PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES SHALL BE KEYED ALIKE. 4. PERMANENT CORES SHALL BE SHIPPED TO THE CONSTRUCTION MANAGER. 5. MOUNT DOOR CLOSURES ON TOILET ROOM OR KITCHEN SIDE ONLY. 6. COMPLETE DOOR, FRAME AND HARDWARE PACKAGE INCLUDING: VISION PANEL (WITH FLAP), CONTINUOUS HINGE, HEAVY DUTY CLOSER, RAIN DRIP, DOOR BOTTOM/ SWEEP, WEATHERSTRIP, KICKPLATE, KEYLESS ENTRY AND PANIC HARDWARE, ORDERED THRU LOCKNET SECURITY DOORS, PART #DU-YUM-SD. 7. NOT USED. 8. PROVIDE PUSH/ PULL PLATES. 9. IF REQUIRED BY LOCAL CODE, STOREFRONT DOOR PANIC HARDWARE SHALL BE : DOR-O-MATIC 2092 RIM PANIC HARDWARE AND EXTERIOR PULLS WITH QUALITY #520 DOOR PULL. 10. MOUNT 8" KICKPLATE ON BOTH SIDES. 11. MAXIMUM DOOR OPERATING PRESSURE : 5 LBS INTERIOR : 8.5 LBS EXTERIOR MEASURED AT 90 DEGREES TO THE DOOR AT THE STRIKE EDGE. 12. ADA COMPLIANT ACCESSIBILITY SIGNAGE WHERE REQUIRED OR AS REQUIRED BY LOCAL JURISDICTION. 13. UNISEX RESTROOM SIGN IF REQUIRED. VERIFY LOCAL REQUIREMENTS. 14. NOT USED. 15. INTERIOR DOORS, FRAMES AND HARDWARE PACKAGE ORDERED THRU LOCAL DISTRIBUTER 16. MOUNT (6) COAT HOOKs ON INTERIOR RESTROOM SIDE AT 5'-0" A.F.F. 17. VISION PANEL AT EXTERIOR DOORS 6"X6" WIRE GLASS WINDOW AT RECEIVING DOOR. DOOR SCHEDULE NOTES 1 DOOR NO. DOOR SIZE w a - cc O O 0 w 2 cc w BUTTS LOCKS CLOSERS KICKPLATE THRESHOLD DOOR STOP 1 2 3 4 1 2 3 4 5 6 1 2 3 1 2 3 4 1 2 3 4 1 2 3 m w J J 0 MISCELLANEOUS DETAIL LOCATIONS DOOR NOTES SEE DOOR TYPE ELEVATIONS BOMMER BB5000 4.5" x 4.5" CONT. HINGE INCLUDED IN PACKAGE PR STANLEY 2060R - 4-1/2" x 4-1/2" - 26D YALE B-PB5407 LNIC OFFICE SARGENT 10G04 X LP X US26D PANIC HARDWARE INCLUDED IN PACKAGE FALCON C952 OR C986 AS REQUIRED YALE B-PB5402 LNIC PRIVACY SET 0 In 0 CO 0 0 DORMA CLOSER INCLUDED IN PACKAGE DORMA 7203 ARPxSNBx689 STAINLESS STEEL 8" x 34" KICKPLATE INCLUDED IN PACKAGE STAINLESS STEEL 10" x 22" STAINLESS STEEL 18" x 34" VISTA # TH43 THRESHOLD INCLUDED IN PACKAGE FLOOR STOP ROCKWOOD 440 HINGE STOP - ROCKWOOD 528 PUSH PLATE #40 8"x16" - QUALITY S.S. PULL PLATE #1610A 4" x 16" - QUALITY S.S. SWEEP & WEATHERSTRIP INCL. IN PACKAGE SWEEP (VISTA 231 STD) NGP 101 VA UNDERCUT 3/4" =w t YFn O O m z 0 D Quo Z m Z• 2z Q CCD al 0 m j ccz O 0 a= a. D 0 COAT HOOK - IVES 571-A92 DOOR SIGN 0 w m 2 a ii in 1 3'-0" x 7-0" x 1-3/4" A AL AL X X X X X X X X X 6/A6.1 6/A6.1 7/A6.1 1,3,4,8,9,11 2 3'-0" x 7-0" x 1-3/4" C HM HM X X X X X 11/A9.0 11/A9.0 1, 2, 3, 4, 5, 10, 11, 12, 3 3'-0" x 7-0" x 1-3/4" B HM HM X X X X X X X 11/A6.0 11/A6.0 13/A6.0 1, 2, 3, 4, 6, 10, 11, 17, 18 4 3'-0" x 7'-0" x 1-3/4" C HM HM X X X X X 11/A9.0 11/A9.0 13213; )165, 10, 11, 12, An: 3'-116 3'-6" x 7-0" x 1-3 4" B HM HM X X X X X X X 11 A6.0 11/A6.0 13/A6.0 3'-0" x 7'-0" x 1-3/4" C HM HM X X X X 11/A9.0 11/A9.0 1 2 3,4 6,10,11,1718` 21; 465, 10, 11, 12, CB) (B) 3'-0" ALUMINUM CB7 [V ti SEPI 10 2010 WINDOW TYPE 1/4" = 1'-0" 6 REVIEWED FOR ODE COMPLIANCE • APPROVED SEP 0 6 2017 DOOR SCHEDULE City of Tukwila BUILDING DIVISION 6" X 6" VISION PANEL 2 RECEIVED CITY OF TUKWILA AUG 14 2011 PERMIT CENTER SIGN WHERE REQUIRED __ ,_ O8" KICKPLATE '-8" KICKPLATE ON PUSH SIDE ONLY DOOR TYPES 1/4" = 1'-0" 3 3549 STATE OF WASHINGT ■1 SUE GENTY -INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A6-16-17 CITY CORRECTIONS #1 0 A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 DOOR & WDW ELEVATIONS/ FIN. SCHEDULE A1 .1 PLOT DATE: 05-19-17 DRY STORAGE SHELVING CALCULATIONS EQUIPMENT # K-906 K-941 K-963 K-982 K-998 K-995 QUANTITY X FACTOR X LENGTH = TOTAL 1.0 X .75 X 3.0 = 2.25 2.0 X .33 X 4.0 = 2.64 5.0 X .75 X 4.0 = 15.0 3.0 X 1.25 X 5.0 = 18.75 3.0 X 1.25 X 4.0 = 15.0 1.0 X 1.25 X 3.0 = 3.75 FREEZER SHELVING CALCULATIONS EQUIPMENT # K-916 K-982 QUANTITY X FACTOR X LENGTH = TOTAL 1.0 X 1.0 X 3.0 = 3.00 2.0 X 1.25 X 5.0 = 12.50 COOLER SHELVING CALCULATIONS EQUIPMENT # K-920 K-921 K-926 K-983 TOTAL = 15.50 LF QUANTITY X FACTOR X LENGTH = TOTAL 2.0 X 1.25 X 3 = 7.50 1.0 X 1.25 X 4 = 5.00 3.0 X .75 X 2,5 = 5.63 3.0 X 1.25 X 5.0 = 18,75 TOTAL = 36.88 ** TOTAL = 57.39 DO NOT INCLUDE SPEED RACK FOR STORAGE LINEAR FOOTAGE, COUNT: 30" WIDE SHELVING - 1.25 x LENGTH OF SHELF 24" WIDE SHELVING -1,0 x LENGTH OF SHELF 18" WIDE SHELVING - 0.75 x LENGTH OF SHELF 0.33 x BREADSTICK STATION (LENGTH) 0.33 x DRIVERS STATION (LENGTH) 0.33 x UPPER SHELVING AT WORKSTATION (LENGTH) 0.4 x WINGSTREET SAUCING STATION (LENGTH) 0.5 x WINGSTREET PREP STATION (LENGTH) 0.5 x O/E STATION (LENGTH) 0.5 x QUALITY STATION (LENGTH) MOBILE SHELVING CARTS - .75 PER UNIT STORAGE CAPACITY MATRIX C 0 QTY. ITEM REMARKS <Z-021> 0 6' CUSTOMER COUNTER, OWNER PROVIDED VENDOR SUPPLIED / G.C. INSTALLED <Z-029> 1 10' CUSTOMER COUNTER, OWNER PROVIDED VENDOR SUPPLIED / G.C. INSTALLED <Z-034> 6 DELCO LITE LOBBY CHAIR VENDOR SUPPLIED <Z-012> 0 30"X48" ADA FOUR TOP TABLE VENDOR SUPPLIED <Z-013> 0 30"X24" LOW TWO TOP TABLE VENDOR SUPPLIED <Z-014> 0 36"X36" HIGH TOP SQUARE TABLE VENDOR SUPPLIED <Z-015> 0 36"X36" LOW TOP SQUARE TABLE VENDOR SUPPLIED <Z-033> 0 DELCO LITE BAR HEIGHT CHAIR VENDOR SUPPLIED <Z-027> 1 TRASH RECEPTACLE VENDOR SUPPLIED / G.C. INSTALLED <Z-018> 0 18"X48" HIGH LUNCH COUNTER VENDOR SUPPLIED / G.C. INSTALLED 0 18"X48" ADA LUNCH COUNTER VENDOR SUPPLIED / G.C. INSTALLED <Z-019 <Z-006> 0 6' WAITING BENCH VENDOR SUPPLIED / G.C. INSTALLED OF 1 ART PANEL VENDOR SUPPLIED AND INSTALLED OO 1 40" LCD TV OWNER FURN. / G.C. INSTALLED OH 0 STOREFRONT GRAPHIC VENDOR SUPPLIED AND INSTALLED OK 1 UNISEX RESTROOM SIGN @ EMPLOYEE ONLY RR VENDOR SUPPLIED AND INSTALLED OW 0 3 PANEL SUPPLEMENTAL ART VENDOR SUPPLIED / G.C. INSTALLED OX 0 EXTERIOR GRAPHIC ON SUBSTRATE VENDOR SUPPLIED AND INSTALLED DECOR PACKAGE B rr F=== 1\ <K-982> r 1 1 I "c__ L2.7_7_J <K-982> 11 <K-982> <K-995> 0Lz-d 606-f1 L06 -d 6L8->1 960-4 Ez0-J OLO-�:980-4 £b0 -£6-d G6 -d F-907 K-938 U-900 //// ///7/// i/JJ)ii> STORAGE /\Z-034> Z-034> Z-034> Z-034> Z-034 Z-034> L r CUSTOMER HOLD SAFE -11-0" FROM WALL REFER. 12/A9.0 N V <K-920> COOLER L <B-223 N-207 N-071 K-195 SECURITRON -, KEYPAD I -In fl 24" rK-324 S-914 N-910 U-902, C-951 926 N O i 9 W m U-901 S-457 <K-920> co co u J @BULKHEAD PREP/COOK zwoocoz' (ONNNOOo N00(71.4.• 0)-1 CO 01 N N N O CP CO 0) 0) C Co O c co 0 co co U Y - LIGHT SWITCH W/ALARM ANSUL rSYSTEM -t DRY STG O 0) PM -4> -400) 0 -909) DR PU N- N- \/ U-900 K -9- F-9 rB-305' B-275 B-410 BELOW SCULLERY • `.• N- (0' 10 0) ('-4 f�cO�h�O)N COONNNO) YZO30300Z N 0 LL co N. h l v) if <P-806> r • • • • / / SEp, 1 0 2018 19--01q0 REVIEWED FOR "CODE COMPLIANCE a�. APPROVED 4. SEP 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 14 2017 PERMIT CENTER **SEE NOTE ON A8.0 FOR WALL GRAPHIC ORDERING PROCEDURE** EQUIPMENT PLAN 1/4"=1'-0" 3549 D. LE STATE OF WASHINGTON ■■ ■■.. SUE GENTY INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET 1\6-16-17 CITY CORRECTIONS #1 A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 EQUIPMENT PLAN & SCHEDULE A2.0 PLOT DATE: 05-19-17 r 1 1 I "c__ L2.7_7_J <K-982> 11 s s FREEZER 5 U <K-982> if <P-806> r • • • • / / SEp, 1 0 2018 19--01q0 REVIEWED FOR "CODE COMPLIANCE a�. APPROVED 4. SEP 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 14 2017 PERMIT CENTER **SEE NOTE ON A8.0 FOR WALL GRAPHIC ORDERING PROCEDURE** EQUIPMENT PLAN 1/4"=1'-0" 3549 D. LE STATE OF WASHINGTON ■■ ■■.. SUE GENTY INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET 1\6-16-17 CITY CORRECTIONS #1 A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 EQUIPMENT PLAN & SCHEDULE A2.0 PLOT DATE: 05-19-17 NO. QTY BY G. C. Item Description Supply Inst. B - Contractor Building Elements MFR. & MODEL Number Plub Elect Gas Remarks NO. B-242 4 X Foam Soap Dispenser (Wall Mount) Kay Chemical #92021176 Provided Directly by Kay -Chemical B-242 B-252 4 X Sanitizer Dispenser Kay Chemical #92021175 Provided Directly by Kay -Chemical B-252 B-265 1 X Mirror 18" X 36" Bobrick #B-165-1836 Surface MTD B-265 B-275 1 X Toilet Paper Dispenser Bobrick #B2890 Surface MTD B-275 B-295 4 X Paper Towel Dispenser Bobrick #B-2620 Surface MTD B-295 B-300 1 X Grab Bar 1-1/2"Dia X 36" S.S. Fin. Bobrick #B6806X36 Surface MTD B-300 B-305 1 X Grab Bar 1-1/2"Dia X 42" S.S. Fin. Bobrick #B6806X42 Surface MTD B-305 B-400 1 X Waste Basket - 32 Gallon Rubbermaid #2632 (Grey) Not Shown in Plan B-400 B-405 2 X Waste Basket Rubermaid Slim Jim #3541 (Grey) Not Shown in Plan B-405 B-410 1 X Sanitary Napkin Disposal - stainless Bobrick #b-270 Surface MTD Stainless Stl B-410 B-643 1 X Exacta 3 Compartment Sink/Mop Sink Dispensing System Kay Chemical System Kit 0187 X See Scope of Work B-643 B-915 2 X Recessed Electrical Panel X See Scope of Work B-915 NO. QTY BY G. C. Item Description Supply Inst. C - Cooking Equipment MFR. & MODEL Number Plub Elect Gas Remarks NO. C-938 1 X Pizza Hut Oven Triple - stainless steel XLT 3240 X X W/Start Up, No Split Belt -on middle oven C-931 C-951 1 X Gas Open Fryer Pitco Frialator#PHSSH552FDFSNG X X Existing - to remain C-951 NO. E-930 E-931 E-933 E-936 QTY BY G. C. Item Description Supply Inst. E - Exhaust Hoods/Fire Supp. MFR. & MODEL Number Plub Elect Gas Remarks NO. 1 X Oven Hood - Stainless Steel XLT AVI X See Hood Mfr. Drawings E-930 1 X Oven Hood Backsplash Stainless Stl Captive Aire #BS96X8OPHLITE09 X See Hood Mfr. Drawings E-931 1 X Fryer Hood (Existing) Captive Aire #2830BL X X Existing to remain E-933 1 X Fryer Hood Backsplash (exisitng) Captive Aire #BSFH Existing to remain E-836 F OVEN SHROUD IS DESIRED FOR XLT OVEN, THE SHROUD MUST BE STAINLESS STEEL. THE "CAST IRON" SHROUD IS NOT APPROVED FOR USE IN DELCO LOCATIONS. NO. QTY BY G. C. Item Description Supply Inst. F - Office/Employee/Music/Misc MFR. & MODEL Number Plub Elect Gas Remarks NO. F-023 1 X MANAGERS STOOL B&B SYSTEMS 04060550 F-023 F-043 1 X PH OFFICE COMPUTER X POS PROVIDED F-043 F-070 1 X PH MONITOR -OFFICE X POS PROVIDED F-070 F-085 1 X OFFICE PRINTER/COPIER/FAX/SCANNER X POS PROVIDED F-085 F-095 1 X PH UPS X F-095 F-173 1 SAFE (EXISTING) NKL#BSD2920AAXAPH X F-173 F-179 1 X DRIVER DROP BOXES JR DROP BOX #DD -330 F-179 F-261 1 X EMPLOYEE LOCKERS (IN RESTROOM) F-261 F-270 1 X FIRST AID KIT FRONT LINE SALES #68-UFPC F-270 F-907 4 X WALL TELLEP HONE F-907 F-911 1 X FILE CABINET LOUISVILLE MILL 312PLC PLACE UNDER MANAGERS DESK F-911 F-908 2 TELEPHONE W/COUNTER BASE F-908 F-921 1 X BLACK LICENSE FRAME 20 X 30 BLACK FRAME SEE INTERIOR ELEVATIONS FOR LOCATION F-921 F-930 1 X OPS EXPLORER PHONE SYSTEM F-930 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. K - WORKSTATIONS/SHELVING/CARTS K-195 1 EX. X MOP SINK GRID SYSTEM METRO # PHMS024 X X MOUNT TOP RAIL AT 81" SEE CUTSHEET K-195 K-216 3 EX. X WALL MOUNTED SHELF SYSTEM METRO # PHSS36 X X BY OWNER K-216 K-324 1 EX. X WINGSTREET 36" SAUCING STATION (EXISTING) METRO # PHWF36B X X EXISTING SEE SCOPE OF WORK EXISTING K-324 K-326 1 X X WINGSTREET PREP STATION - 30"W x 20"Lx 36"H (EXISTING) METRO # PHWPW30 X X EXISTING SEE SCOPE OF WORK EXISTING K-326 K-779 1 X X CUT TABLE METRO # PHCT5DL X X SDE COMPLIANCE ABOVE BOTH REAR DOORS K-779 K-830 1 X LIO BIN - BLACK CART CARLISLE LID X X EXISTING SEE SCOPE OF WORK U-909 K-830 K-831 1 X X 24" x 36" PAN CART B&B SYSTEMS #04070875 X X EXISTING SEE SCOPE OF WORK FIXEDTOHANDSINK K-831 K-836 1 X WALL MOUNTED QUALITY STATION AND FS BOX SYSTEM METRO # PHWBS5 X MOUNT ON BULKHEAD/PROVIDED BY OWNER MOUNT AT 81" A.F.F. K-836 K-870 3 X 14" X 24" WIRE WALL SHELF UNIT METRO # WS1424A PERMIT CENTER K-870 K-879 2 X 4' ORDER ENTRY STATION/MANAGERS DESK METRO # PHMW48D Oiq of UIL.c $ i u .wifa MCV K-879 K-886 1 X MARKETABLE OVERSHELF 18" x 96" W/HOOKS & PRINTER METRO # PHMSTS8A MOUNT AT 81" A.F.F. K-886 K-903 1 X UNDERSINK SHELVING UNIT METRO # PHUS1824 K-903 K-906 1 X 18" x 36" X 74" 5 -SHELF UNIT METRO # PH111C_ K-906 k-909 1 X 18" X 48" DRIVERS STATION METRO #PHWD48A SEE CUT SHEET K-909 K-912 32 X "S" HOOKS TO CONNECT SHELVING METRO # 9995Z K-912 K-916 1 X 24" x 36" x 74" 5 -SHELF UNIT METRO # PH112C K-916 K-920 2 X 30x36x74- 6 SHELF Metro #PH117C KK -920 K-921 2 X 30x48x74- 6 SHELF Metro #PH117E K-921 K-926 4 X DOUGH CART 21" x 30" METRO # PHOC2130B K-926 7-838 3 X BCO TERMINAL METRO #PH2ORDC 7-838 K-941 2 X PREP TABLE METRO # PHPREP3048C K-941 K-963 7 X 18" x 48" x 74" 5 -SHELF UNIT METRO # PH111E K-992 K-879 1 X BCO TERMINAL METRO #PHMW48D K-879 K-982 6 X 30" x 60" 5 -SHELF UNIT METRO # PH114G K-982 K-983 3 X 30x60x74 - 6 SHELF Metro #PH117G K-983 K-995 1 X 30" x 36" x 74" 5 -SHELF UNIT METRO # PH114C K-995 K-998 5 X 30" x 48" x 74" 5 -SHELF UNIT METRO # PH114E K-998 K- 1 X DRIVER STATION METRO PHWD48A SEE CUT SHEET K - NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. L - LIGHTING/SIGNAGE L-150 1 EX. X SECURITY DOOR DANGER SIGN ADVERCO #ADVCUSTOM X X ORDERS DIRECT FROM YRFS L-150 L-907 1.-. EX. X HAND WASH SIGN GRAPHICS SYSTEMS, INC. X X BY OWNER L-907 L-947 1 EX. X MENU MAT TECHNIGRAPHICS, LLC X X EXISTING SEE SCOPE OF WORK * ORDER GRAPHIC INSERT THROUGH MARKETING * L-947 L-540 3 X X PENDANTS L-540 ACCUSERVE X X EXISTING SEE SCOPE OF WORK ABOVE FRONT COUNTER W/LED L-540 N-912 2 X X LIGHTS @ REA DOORS WALL -PACK AERO #3F3-DC-YUM-LH48 X X SDE COMPLIANCE ABOVE BOTH REAR DOORS N-912 L-417 1 X LED DOWN LIGHTERS A-4 X X EXISTING SEE SCOPE OF WORK U-909 L-417 N-923 6 X X LED TROFFERS AERO#HANDSINKSPLASH X X EXISTING SEE SCOPE OF WORK FIXEDTOHANDSINK N-923 N-925 1 X NIGHT LIGHTS AERO #3CDR30 X MOUNT ON BULKHEAD/PROVIDED BY OWNER U-915 N-925 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. N - SINKS/DISHWASHERS N-062 2 EX. X HANDSINK(KITCHEN) AERO#HSK-SKV X X STAINLESS STEEL W/KNEE PEDAL & T&S B2456 FAUCET N-062 N-071 1 EX. X MOP SINK FAUCET & CERAMIC CARTRIDGE T&S #B246S X X BY OWNER N-071 N-134 1 EX. X LAVATORY FAUCET W/4" WRIST HANDLES T & S BRASS #B2460 X X EXISTING SEE SCOPE OF WORK BY OWNER N-134 N-207 1 X X MOP SINK MUSTEE #63M 24X36 X X EXISTING SEE SCOPE OF WORK BY OWNER N-207 N-912 1 X X 3 -COMP LEFT HAND SINK & FAUCET W/HANDLES AERO #3F3-DC-YUM-LH48 X X SDE COMPLIANCE DISHWASHER ON LEFT END N-912 N-922 1 X LEASED DISHWASHER - AUTO -CHLOR A-4 X X EXISTING SEE SCOPE OF WORK U-909 N-922 N-923 6 X X SIDE SPLASH AERO#HANDSINKSPLASH X X EXISTING SEE SCOPE OF WORK FIXEDTOHANDSINK N-923 N-925 1 X CLEAN RIGHT HAND DISH TABLE AERO #3CDR30 X MOUNT ON BULKHEAD/PROVIDED BY OWNER U-915 N-925 PERMIT CENTER Oiq of UIL.c $ i u .wifa MCV NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. P - FOOD PREPARATION P-806 1 EX. X 2 COMP PROOFER MCCALL H4-4002HDYPFS X LHH/RHH (EXISTING) P-804 P-951 1 EX. X PIZZA MAKETABLE 8' FOOT RAN DELL #PH96E3 X X EXISTING P-951 P-805 2 EX. X RETARDER NORLAKE #WR331555/OX X X EXISTING SEE SCOPE OF WORK RHH P-805 S-911 1 X X HENNY PENNY HOT- HOLD HHC-900 X X EXISTING SEE SCOPE OF WORK FRONT LHH REAR RHH S-911 S-938 1 X X HOT HOLDING HHC-900 X X SDE COMPLIANCE U-904 S-938 1 EX. ALARM SYSTEM PANEL BOSCH B4512 X .., EXISTING SEE SCOPE OF WORK U-909 U-910 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. R - REFRIGERATION R-045 2 EX. X 1 DOOR WINGSTREET REFRIG BEV -AIR X EXISTING R-045 R-706 2 EX. X 1 DOOR WINGSTREET FREEZER DELFIELD X EXISTING R-706 S-914 2 EX. X TICKET STRIP - 36" SAN JAMAR #CK6536A X EXISTING SEE SCOPE OF WORK U-901 S-914 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. S - SERVING/PICK-UP S-457 1 EX. X BAG HOLDER FRANXE #27012968 X EXISTING SEE SCOPE OF WORK S-457 S-663 2 EX. X 18" x 36" x 27" UNDER COUNTER SHELF METRO #PHEXPO3 X EXISTING SEE SCOPE OF WORK S-663 S-914 2 EX. X TICKET STRIP - 36" SAN JAMAR #CK6536A X EXISTING SEE SCOPE OF WORK U-901 S-914 S-927 2 X X BEVERAGE COOLER VISICOOLER GDM47 AND 26 X X EXISTING SEE SCOPE OF WORK PROVIDED BY LOCAL PEPSI BOTTLER S-927 S-938 1 X X HOT HOLDING HHC-900 X X SDE COMPLIANCE U-904 S-938 1 EX. ALARM SYSTEM PANEL BOSCH B4512 X .., EXISTING SEE SCOPE OF WORK U-909 U-910 2 EX. X SUS TICKET PRINTER X SP EXISTING SEE SCOPE OF WORK U-910 U-915 3 EX. MENUBOARD TVS SAMSUNG X MOUNT ON BULKHEAD/PROVIDED BY OWNER U-915 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. U - SECURITY/COMM./FIRE PROT./POS U-060 1 EX. X CREDIT CARD IMPRINTER ADDRESSOGRAPH #401002083 X EXISTING SEE SCOPE OF WORK U-060 U-900 1 EX. X BCD - BACK CASH OUT TERMINAL, CASH DRAWER, PRINTER X EXISTING SEE SCOPE OF WORK U-900 U-901 2 EX. X FCD - FRONT CASH OUT TERMINAL, CASH DRAWER, CREDIT CARD SWIPE, PRINTER X EXISTING SEE SCOPE OF WORK U-901 U-902 1 EX. X BOE - BACK ORDER ENTRY TERMINAL X EXISTING SEE SCOPE OF WORK U-902 U-904 4 X LCD MONITOR (CARRYOUT) PLANAR PL 1700 X SDE COMPLIANCE U-904 U-909 1 EX. ALARM SYSTEM PANEL BOSCH B4512 X .., EXISTING SEE SCOPE OF WORK U-909 U-910 2 EX. X SUS TICKET PRINTER X SP EXISTING SEE SCOPE OF WORK U-910 U-915 3 EX. MENUBOARD TVS SAMSUNG X MOUNT ON BULKHEAD/PROVIDED BY OWNER U-915 PERMIT CENTER Oiq of UIL.c $ i u .wifa MCV NO. W-910 QTY 1 1 BY G. C. Item Description Supply Inst. X X W - WALK-IN COOLER/FREEZER 10'6" x 15'0" WALK-IN COOLER 9'0" X 5'10" WALK-IN FREEZER MFR. & MODEL Number KOLPAK NOR -LAKE, INC. #FH092388A Plub Elect Gas S 10 MO NO. W-910 NO. QTY BY G. C. Item Description MFR. & MODEL Number Plub Elect Gas Remarks NO. Supply Inst. FRONT CUSTOMER COUNTER Z-029 1 X 10'-0" CUSTOMER COUNTER Counter top Wilsonart: "Hot Stone" 9201 -GS front panes) to be Terrama "reclaimed Teak Metro" wire white CF -MI Z-029 REVIEWED FOR RECEIVED SDE COMPLIANCE CITY OF TUKWILA .., Appv ',1c,: SP 20i1 MAY 24 2017 `, 1 PERMIT CENTER Oiq of UIL.c $ i u .wifa MCV ALL EQUIPMENT SHOULD ALIGN WITH THE APPROVED STANDARD(S). ANY VARIATION OR ALTERATION SHALL BE APPROVED BY PHLLC. THIS APPROVAL IS CONTINGENT ON THE FULL ALIGNMENT. RELOCATED EQUIPMENT SHOULD BE ON THE APPROVED EQUIPMENT STANDARD AND BE IN "LIKE NEW" CONDITION. 354 RRIC STATE OF WASHINGTON SUE GENTY INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 EQUIPMENT SCHEDULE A2.1 PLOT DATE: Q5-19-17 EXISTING TO REMAIN 24 ROOF PLAN 1/4°=1'-0" NOT USED WATERPROOFING: A. PAINT UNDERSIDE OF PARAPET CAP FLASHING WITH FACTORY BONDED PAINT GRIP OR PRIMER. B. TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE ACCEPTED. C. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECS. D. SEE SPECIFICATIONS FOR SEALANT SPECS. E. ALL SHEET MTL FLASHING SHALL BE 24 GA MIN. MISCELLANEOUS: A. NO ROOF PENETRATIONS CLOSER THAN 12" FROM ANOTHER WILL BE ALLOWED. B. EXHAUST FANS MIN. 10'-0" AWAY FROM ALL AIR INTAKE / SUPPLY. R . I. F PLAN NOTES E ROOFTOP UNIT. INSTALL PLUMB AND LEVEL. KITCHEN HOOD EXHAUST FAN. SEE SHEET 18/19 A6.0, M2.0, M2.1, M2.2 & M2.3 RESTROOM EXHAUST. THIS NUMBER NOT USED WALK-IN COOLER / FREEZER CONDENSERS ON ROOF. SEE DETAIL 20/A6.0 AND 5/P3.0. 6 ) 5"X5" PRE -FINISHED MTL. GUTTER. SEE EXTERIOR ELEVATION SHEET A4.1. FRYER HOOD EXHAUST FAN WITH ROOF CURB BY MECHANICAL CONTRACTOR. SEE SHEET M2.1 g 5" X 5" PRE -FINISHED MTL DOWNSPOUT. SEE EXTERIOR ELEVATION SHEET A4.1. 9) ROOF CRICKET. 0-0--)PRE-FINISHED (BLACK) DURO-GUARD METAL COMPRESSION SYSTEM. SEE DETAILS 3/A6.1 AND 4/A6.1. TRANSITION BETWEEN PARAPETS TYPES / HEIGHTS. SEE 5/A6.0. (SIM) WASTE VENT THROUGH ROOF. SEE 12/A6.0 FOR FLASHING ASSEMBLY. THIS NUMBER NOT USED 14 DUROLAST ROOFING SYSTEM, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. HVAC ROOF CURB. SEE DETAIL 14/A6.0. 16 24x36 WALK MATS. SEE ROOF SPECS. MAINTAIN MFR'S ROOFTOP UNIT MAINT CLEARANCE. (18) OUTSIDE AIR INTAKE FOR ROOFTOP UNIT. MAINTAIN MIN 10'-0" SEPARATION FROM PLUMBING VENTS, FLUES AND BUILDING EXHAUST. (19-) POWER / GAS / CONDENSATE ENTRY UNDER HVAC UNIT (PER HVAC MFR. SPECS.) REFER TO MECH. AND PLUMB DWGS. UTILITY ACCESS FROM WITHIN CURB - NO ROOF PENETRATIONS. DO NOT RUN ON ROOF SURFACE. A (20) IF USED - RECOMMENDED LOCATION OF SKID MOUNTED SATELLITE DISH (PROVIDED BY VENDOR)SEE DETAIL 16/A6.0 FOR WIRE ROUTING. SEE SCOPE OF WORK FOR WALL SIGNAGE. DURAGUARD CORNER/JOINT. TYPICAL. REFER TO DETAIL 2/A6.1. METAL LOUVERS FOR TOWER VENTING. SEE DETAIL 6/A6.0. (24) EXISTING ROOF LADDER TO REMAIN. CANOPY PROVIDED AND INSTALLED BY OTHERS (26) DESIGNATED 10' CLEAR SERVICE AREA. MAKE UP AIR UNIT, INSTALL PLUMB AND LEVEL. REVIEWED FOR A CODE COMPLIANCE APPROVED SEP 0 6 2011 • City of Tukwila BUILDINq DIVISION 3EP410 2018 RECEIVED CITY OF TUKWILA MAY 24 2011 PERMIT CENTER 01 KEY NOTES B 41, " ISTERED 4r" MERRICK ISL . STATE OF WASHINGTON .. ■.- SUE GENTY INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidino.corn PERMIT SET A DATE DESCRIPTION A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 ROOF PLAN A3.0 PLOT DATE: 05-19-17 20'-6" m� T.O. PLATE 19'-0" T.O. PLATE -3.2 1 6' - ]1 3.2 SIGNAGE TO BE CENTERED ON WOOD BACKGROUND 1.2 2 3.2 (3) •12-9" (NEED TO VER=Y) T.O. PLATE colKr CV 0'-0" LINE OF NEW ROOF 11) $13 , i� iiia / �, .ii -� r J 2.2 X22 2.4 22 N- 2.3 16 1 r L 4 1 X22 r-� 17 L_] r� LJ LJ # 2.3 H- z CV J 2.4 0 1 3.2 EXTERIOR SIGNAGE, INCLUDING TENANT PANELS, TO BE PH ILLUMINATED SIGN PER THE CURRENTLY POSTED 2016 SIGNAGE STANDARDS ON THE ONE STOP SHOP AND OBTAINED FROM ONE OF THE APPROVED PHLLC SIGNAGE VENDORS. PRIOR TO SIGNAGE ORDER, SUBMIT SIGNAGE CUT SHEET OR PHOTO FOR FINAL APPROVAL. THIS APPROVAL IS CONTINGENT ON FOLLOW UP CUT SHEET SUBMITTAL. ,3) REMOVE EXISTING DOWNSPOUT LI N E OF ROOF 3.2 6 2.3 22 2.4 22 ^l� I EXISTING L ELEC TO II BE REMOVED II 0 O 2.3 \ 2.2 23 2 // T.O. SLAB 4.1 2 EXISTING ELECTRICAL - SWITCHGEAR TO BE REMOVED AND REPLACED FRONT ELEVATION 1/4"=1'-0" RIGHT SIDE ELEVATION 1/4"=1'-0" NOTE SIGNAGE VENDOR TO PROVIDE TRANSFORMERS TO GC PRIOR TO INTERIOR DRYWALLING. GC TO STUB OUT ELECTRICAL PER LOCATIONS SHOWN. ROUTE ALL CONDUIT IN THE EXTERIOR WALL. NO CONDUIT IS TO PENETRATE THE ROOF. SIGNAGE CONDUIT AS REQUIRED SIGNAGE DETAIL NTS J NOT USED 1-1/2" = 1'-0" F SYMBOL QTY. ITEM MANUFACTURER COLOR REMARKS LARGE SWIRL SCLHB-27 PRE -FINISHED METAL MATTE BLACK AWNEX TREY HERNDON 770-704-7140x113 1 0 0 MEDIUM SWIRL CABINET 0 0 "WELCOME" SIGN IDENTITY WOOD PRODUCTS EXTRA MUSHROOM 1/2" REVEAL 1.2 © 0 SHERWIN WILLIAMS FOOTHILLS #SW7514 2.2 SHERWIN WILLIAMS TRICORN BLACK #SW6528 2.3 SHERWIN WILLIAMS MACADA,OA # SW 6142 2.4 DMI BRITE RED STANDING SEAM SIDING, 2" LOCK & 18" WIDTH 3.1 DURO-GUARD CROSSVILLE PORCELAIN STONE CLEAR ANODIZED BASALT #AV225 (12" X24") PARAPET CAP & GUTTERS PATTERN: HORIZONTAL STACKED BOND W/ 1/16" SPACING GROUT: CUSTOM BUILDING PRODUCTS #60 CHARCOAL 3.2 4.1 TONI HALE @ 931-456-3997 EXTERIOR FINISH SCHEDULE G MISCELLANEOUS A. SEE SHT A1.1 "WINDOW TYPES" FOR WINDOW ELEVATIONS. SEALERS (REFER TO SPECS): A. SEALANT AT ALL WALL AND ROOF PENETRATIONS. B. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. GENERAL NOTES: SEE SHEET A1.1 "WINDOW TYPES" FOR WINDOW ELEVATIONS. SEE SHEET A1.1 "FINISH SCHEDULES" FOR PAINT SPECS. // HATCHED OBJECTS INDICATE VENDOR SUPPLIED ITEMS. SEE SCOPE OF WORK. \i/ SEE SIGNAGE & AWNING SCHEDULE. X-# SEE SHEET A1.1 FOR FINISH SCHEDULE. GENERAL NOTES E 0 QTY. ITEM REMARKS 0 1 LARGE SWIRL SCLHB-27 O2 1 PIZZA HUT SIGN SCLHB-27 0 0 MEDIUM SWIRL CABINET 0 0 "WELCOME" SIGN 50 1 PANAFLEX AWNING PROVIDED BY EVERBRIGHT © 0 "PICK UP" SIGN SIGNAGE & AWNING SCHEDULE D WOOD SIDING, SHIPLAP W/ 1/2" REVEAL. PORCELAIN TILE, STACKED BOND PATTERN PRE -FINISHED (CLEAR ANODIZED) DURO-GUARD METAL COMPRESSION SYSTEM. SEE DETAILS 3/A6.1 AND 4/A6.1. STANDING SEAM METAL SIDING 5"X5" PRE -FINISHED MTL GUTTER. COLOR: CLEAR ANODIZED WALL LIGHTING. SEE SHEET E3.0 & DETAIL 9/A6.1. HM DOOR AND FRAME 8) HOSE BIB - REFER TO DETAIL 19/A6.1 & SHEET P2.0. 9) WINDOW SILL/FLASHING, SEE DETAIL 2 & 3/A6.0. RTU LOCATION BEYOND SIGNAGE, REF. DETAIL J/A4.0 AND SCOPE OF WORK (UNDER SEPARATE PERMIT) WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR. PAINT MATTE BLAC INDICATES ROOF BEYOND. AWNING, PROVIDED & INSTALLED BY SIGN VENDOR. GAS METER. DO NOT PAINT METER. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION NOT USED B ALL OUTSIDE CORNERS AT PORCELAIN TILE TO RECEIVE (SCHLUTER QUADEC, ANTIQUE BRONZE.) STREET NUMBERS, STORE HOURS, SECURITY DECALS -PROVIDED BY BIG IMAGE GRAPHICS AND INSTALLED BY G.C. METAL CANOPY FURNISHED & INSTALLED BY VENDOR. GC TO COORDINATE BLOCKING AS REQUIRED 19 BREAK METAL TO MATCH STOREFRONT (20) PRE -FINISHED MTL DOWNSPOUTS , EXTEND TOWARDS GROUND OR SIDEWALK WITH LAST 6" AT 45°. CONNECT DOWNSPOUTS WITH STORM DRAIN IF REQUIRED BY CITY. REFER CIVIL DRAWINGS. COLOR: CLEAR ANODIZED EXISTING ROOF LADDER TO REMAIN. PROVIDE OPENING IN PARAPET WALL FOR ACCESS TO ROOF FROM LADDER STUCCO -JAMES HARDIE STUCCO BOARD 72" PAINT EXISTING CMU SEP 10 2018 RECEIVED CITY OF TUKWILA MAY 24 2017 PERMIT CENTER KEY NOTES C 3549 •:, ISTERED 4� isr,040:00/ /49"ICK I L _ STATE OF WASHINGTON ■.. ■■ SUE GENT,/ INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 EXTERIOR ELEVATIONS A4.0 PLOT DATE: 05-19-17 zip_19L0" T.O. PLATE Ad 17'-6" T.O. PLATE DOWNSPOUT jik 11'-9" (NEED TO VERIFY) T.O. PLATE 3.2 0 T 2.4 23 3:2 LINE 0 ROOF NEW FLASHING TO BE: C 1 2,4 22 O 03 2.4 ,,18) 1 L NEW DOOR LOCATION LEFT SIDE ELEVATION 1/4"=1'-0" 3.2 L I 4 l I I I I I IIIA I 1 1 I I I (23 1 1 1 1 1 T rt t 1 1 1 1 1 1 11111111 IIII III 1 1 1I1 1 1 I 1111_II I 1 1 I I I I I I 1 I 1 1 1 1 1 11 I I I 1 I I 1 1 I I 1 1 I I I I 1 1 1 1 1 1 1 1 1111 II 1 I I I I I I 1 IIII I1 I I I I I I L I I I I I I I I I I i 1 I I I I I I I 1 I I I I I I I alik 19'-6" T.O. PLATE di 12-9" (NEED TO VERIFY) T.O. PLATE 0'-0" T.O. SLAB SEP 10 2010 REVIEWED FOR ODE COMPLIANCE APPROVED SEP 06 2017 City of Tukwila BUILDING DIVISION CITY OF TUKWILA MAY 24 2017 PERMIT CENTER REAR ELEVATION 1/4"=1'-0" 3549 ISTERED :07,''j/i RC IT //:•!"%rir( 1 ATE OF WASHINGTON SUE GENT? INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 EXTERIOR ELEVATIONS A4.1 PLOT DATE: 05-19-17 A TABLE 0402 1 3 _ . OPAQUE THERMAL ENVELOPE INSULATION' COMPONENT MINIMUM REQUIREMENTS; R-VALEMETHOIr CLIMATE ZONE '5;AND-MARINE 4' AIl:f3ther' Group R nsulation entirely above deck Metal biiidutg Attic,andother`` R-25;+.;: R-I.I LS'. R 2S i - R 1I ;S Rr49 . Ils;:Abov a 'Grade.'.: Mass 5Cci:, R 13 3c1 Metal building R19ti ct;. •Steel:frathed R13 - R 19 -F•: Wtwd:ir; nted:and other k4,1 R21 int clow Grade;:: Below -wade wsilld Same as above grade,! Same a,K above grac . Fidia'rs= Mass' R 30ci JoistIframirtg R3O Sia ' ii;,Gra>ieF1oors , thiheited slabs Orfor It-;101br 24.`' below Hcated.;alaba4, R I (1 pererr►eter'& under enttte slab` R-10 pertrnpter &; under entire lttb pique Doors For Si: 1 �pch X54 �nt�t; �i Cors[iiiuous ittfiltlbtii n a�1R:-14t� ct gitiee ; a. AsscniS!y':dcscriptions c.an he found` n Ch iota 2 a:id ppenilitt A b. 1 fhcrc a iirg R value cotnpliaatcc inciltcd, a ihci tl spat cr bind. shall be provi(kd, tuber vrsc use the U -factor ceinpitanci. method in'flihlc Gob 1 4 E .ecpttoo: Integral uisulatecl concrete hluac lc vi alive cotnplymg 4Yith ASfiM D9(1 with at! cotes finott,rd mecIing bdth of fofluwuigt 1. Al leas( 50 p re, nt afc'orca must brr fillehi with vermtcuiite orcqurvaicut 1111 insulation; clad 2 The,i iul ingathernial envdope.enckses ani. ormare oI'the Inlltrvvii g uses: .' relrausi (storage acrd#cull)~SYmnasrum,:.; '. auii'rtorium, church chapel; arena; kelu,d. naam fac(unng pint, indoor cwnnrminl;.p001. pump;siatip i.LIter ancl:waste Vater treatment facility, storage t'aciliity, storage arca matot• vchielc ser ce fac11-ity WII*addltigtral uses not hstcd (`iiucli ttS' office, cern I, etc) a `c rntalncd.ar�thut the building, (he- talon walls that trrtciose lhcsc me inlay rtat vtiltcc this t M Cor tin and fi ust cn iiply with :the appropnatc mass �va11,Et- value'.from i"able ('402.1 3yfU faetorfroni Tah1c 0402 1 4 Liner system EL. +19'-0"_ _ 1-1 TOP OF PLATE PRIOR TO SHEATHING, INSTALL R-19 KRAFT FACED BATT INSUL. FROM ROOF DECK TO HIGHEST POINT Addik EL. VARIES/41 B.O. ROOF DECK 2x6 CONT. PLATES AAJLE.L. VARIESIV B.O. ROOF FRAMING 2X6 WOOD STUDS R-19 BATT INSULATION PLYWOOD SHEATHING RE. STRUCTURAL DRAWINGS AAlk_EL. +10'-0" 1-1 B.O. CEILING 2x6 WD BLOCKING AT CLG. (TYP.) HARDIE PANEL SYSTEM AIR & MOISTURE BARRIER ON PLYWD. SHEATHING EXPANSION FILLER TOP OF SLAB EXISTING FOOTING/SLAB DURO-LAST SINGLE PLY ROOFING MEMBRANE OVER 1/2" EXT. GRADE PLYWOO v RIGID INSUL. (R-38) (VER 5/8" EXT. GRADE P OD ROOF SHEATHING ROOF FRAMING — REFER TO STRUCT. DWGS. FOR SIZES, LOCATIONS AND PROFILES CEILI G AS SCHE ULED SLOPE GRADE FROM BUILDING ° -.a-dam COORDINATE REAR WALL PLATE HEIGHT WITH ROOF INSULATION THICKNESS. 5"X5" PREFINISHED MTL GUTTER EL. +/-12'-11" .1 —.— T.O. PLATE .^.—.—.—.— AdikEL. +121_5"—._.—.�.—.—.—._.—._.- 111-1 B.O. ROOF DECK EXISTING CMU BLOCK WALL 2X6 WOOD STUDS R-19 BATT INSULATION PLYWOOD SHEATHING 1/4":12" SLOPE RE. STRUCTURAL DRAWINGS 2x6 WD BLOCKING AT CLG. (TYP.) PREFINISHED MTL DOWNSPOUT BEYOND PREMANUF. WALK-IN COOLER UNIT. SEE SCOPE OF WORK. EXISTING FRAMED WALL NEW CONCRETE FLOOR LEVEL TO MATCH FRONT OF HOUSE V.I.F. 6" +1 - EL. 01-0" 111-1 TOP OF SLAB SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS • DURO-LAST SINGLE PLY ROOFING MEMBRANE RIGID INSUL (R-38 OVER 5/8" EXT. GRAD PLYWOOD ROOF FRAMING REFER TO STRUCT. DWGS. FOR SIZES, LOCATIONS AND ROFILES DROPPED T -BAR GRID CLG. PER RCP & DETAILS @ +10'-0" A.F.F. cm_I 1 11 I II 11 fl fl II FREEZER WALLS & CEILING BY OTHERS C= WALK -I N FREEZER SIM SLOPE GRAD F_BQM BU LDIN 444 SEP 10 2010 C -'I F---1 c.a 1 C _ 4 z c1 o w w I ~� m a' REVIEWED FOR *CODE COMPLIANCE APPROVED SEP 0 6 2011 City of Tukwila ;BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 14 2011 PERMIT CENTER 1 n ottsio 3549 R'IC 1 STATE OF WASHINGTON ■• ■., _ SUE.GENTY INTERIOR DESIGN INC.. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET 'A6-16-17 CITY CORRECTIONS #1 A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 WALL SECTIONS A5.0 PLOT DATE: 05-19-17 64 EL. +19'-0" IV TOP OF PLATE WOOD SIDING AIR & MOISTURE BARRIER ON PLYWD. SHEATHING 2X6 WOOD STUDS LEL VARIES — — — — B.O. ROOF DECK 2x6 BLOCKING R-21 BATT INSULATION PLYWOOD SHEATHING RE. STRUCTURAL DRAWINGS PRIOR TO SHEATHING, INSTALL R-19 KRAFT FACED BATT INSUL. FROM ROOF DECK TO HIGHEST POINT. EL.+10,-0"_--- B.O. CEILING AlAjk_EL. +9'-0" _ 1-1 B.O. HEADER & CANOPY CANOPY BY OTHERS DURO-LAST SINGLE PLY ROOFING MEMBRANE 1/4" : 12" SLOPE - ROOF FRAMING REFER TO STRUCT. DWGS. FOR SIZES, LOCATIONS AND PROFILES CEILIN AS SCHE ULED /8" G PSUM BOA REFER STRUCTURAL DRAWINGS STOREFRONT SYSTEM AS SCHEDULED PRE -MOLDED EXPANSION JOINTS EL. 0'-0" TOP OF SLAB SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS ° 44 4. DURO-LAST SINGLE PLY ROOFING MEMBRANE RIGID INSUL. (R-38) OVER 5/8" EXT. GRADE PLYWOOD ROOF SHEATHING WALL SECTION AT TOWER 3/4" — 1'-0" clik EL. +191-0" _ 111-1 TOP OF PLATE — — — — — — — — — — — — — — WOOD SIDING AIR & MOISTURE BARRIER ON PLYWD. SHEATHING 2X6 WOOD STUDS EL. VARIES _------ B.O. ROOF DECK 2x6 BLOCKING DURO-LAST SINGLE PLY ROOFING MEMBRANE 1/4" : 12" SLOPE - DURO-LAST SINGLE PLY ROOFING MEMBRANE RIGID INSUL. (R-38) OVER 5/8" EXT. GRADE PLYWOOD ROOF SHEATHING R-19 BATT INSULATION PLYWOOD SHEATHING RE. STRUCTURAL DRAWINGS PRIOR TO SHEATHING, INSTALL R-19 KRAFT FACED BATT INSUL. FROM ROOF DECK TO HIGHEST POINT. EL_+ 10'-0"111-1 B.O. CEILING AALEL. +9'-0" 111-1 B.O. HEADER & CANOPY CANOPY BY OTHERS REFER STRUCTURAL DRAWINGS STOREFRONT SYSTEM AS SCHEDULED ENTRY DOOR AS SCHEDULED PRE -MOLDED EXPANSION JOINTS ANAlk EL. 0'-0" TOP OF SLAB SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS ROOF FRAMING REFER TO STRUCT. DWGS. FOR SIZES, LOCATIONS AND PROFILES CEILINI AS SCHEgULED 5/8" G1PSUM •.- ° a . .a WALL SECTION AT STOREFRONT/ENTRY DOOR NOTE: PER IEBC SECTION 908 ENERGY CONSERVATION 908.1 MINIMUM REQUIREMENTS. LEVEL 3 ALTERATION TO EXISTING BUILDINGS OR STRUCTURES ARE PERMITTED WITHOUT REQUIRING THE ENTIRE BUILDING OR STRUCTURE TO COMPLY WITH THE ENERGY REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE OR INTER NATIONAL RESIDENTIAL CODE. THE ALTERATIONS SHALL CONFORM TO THE ENERGY REQUIREMENTS OF THE INTERNATIONAL CODE OR INTERNATIONAL RESIDENTIAL CODE AS THEY RELATE TO NEW CONSTRICTION ONLY. PER WASHINGTON STATE AMENDMENTS LEVEL 3 ALTERATION TO AN EXISTING SRUCTURE SHALL COMPLY WITH WSEC Chapter 51-11 C WAC PER WSEC SECTION C503 ALTERATIONS C503.1 GENERAL. EXCEPTION 3. EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE INSULATED TO FULL DEPTH WITH INSULATION HAVING A MINIMUM NOMINAL VALUE OF R-3.0 PER INCH INSTALLED PER SECTION C402. ALL NEW COMPONENTS ARE TO COMPLY WITH CURRENT WSEC REQUIREMENTS OF TABLE 402.1.3 - SEE SHEET A5.0 COORDINATE REAR WALL PLATE HEIGHT WITH ROOF INSULATION THICKNESS. PREFINISHED MTL GUTTER EL. +/-12'-11" (VERIFY W/ENGINEERING) T.O. PLATE EL. +/-12'-5" VERIFY WITH ENGINEERING — — — — — B.O. ROOF DECK DURO-LAST SINGLE PLY ROOFING MEMBRANE — RIGID INSUL. (R-38) OVER 5/8" EXT. GRADE PLYWOOD ROOF SHEATHING 1/4" : 12" SLOPE WOOD SIDING R-21 BATT INSULATION AIR & MOISTURE BARRIER ON PLYWD. SHEATHING REFER TO STRUCTURAL DRAWINGS FOR HEADER INFORMATION B.O. CEILING 1111-1 B.O. HEADER AWNING MY SIGN VENDOR SERVICE DOOR AS SCHEDULED PREFINISHED MTL DOWNSPOUT BEYOND EL. +3'-0" T.O. EIFS BAND BEYOND PRE -MOLDED EXPANSION JOINT Aik EL. 0'-0" miri TOP OF SLAB CONCRETE SIDEWALK TO BE SLOPED AWAY FROM BUILDING SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS ROOF FRAMING REFER TO STRUCT. DWGS. FOR SIZES, LOCATIONS AND PROFILES 1 CEILING AS 3 / SCHEDULED EXP SEP, 10 2018 °a r 4 REVIEWED FOR `'SDE COMPLIANCE APPROVED SEP 0 6 2011 City of Tukwila :BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 14 2011 PERMIT CENTER WALL SECTION AT SERVICE DOOR 3/4"= 1,-0" 3549 EGISTERED 1 9114.4 /Y ERR D. STATE OF WASHINGTON II .■. SUE GENTY INTERIOR DESIGN INC, 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A6-16-17 CITY CORRECTIONS #1 A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 WALL SECTIONS A5.1 PLOT DATE: 05-19-17 NOT USED 3/4" =1'-0" 1 NOT USED 3/4" = 1'-0" H __ Iv TOP OF PLATE (2) 2x6 CONT. TOP PLATES l ■ PRIOR TO SHEATHING, INSTALL R-19 KRAFT FACED BATT INSUL. FROM ROOF DECK TO HIGHEST POINT 2x6 CONT. PLATES zji_EL. VARIES 1-1 B.O. ROOF DECK AHA.fL. VARIES ._.—.—.—._._._.—._._.—.—. o. IV B.O. ROOF FRAMING R-19 BATT INSULATION EL.+10'-0" _ B.O. CEILING 2x6 WD BLOCKING AT CLG. (TYP.) 2X6 WOOD STUDS PLYWOOD SHEATHING DURO-LAST SINGLE PLY ROOFING MEMBRANE OVER 1/2" EXT. GRADE PLYWOOD. 1 RIGID INSUL."(R-38) EXT. GRADE PL SHEATHING OVER 5/8" 000 ROOF Num am me Noinim IIIIIIMMIIIIMMIIMINICIII 1•1111111111•• ■.t._.__iIIIIMINIIININt=111■ ROOF FRAMING REFER TO STRUCT. DWGS. FOR SIZES, LOCATIONS AND PROFILES RE. STRUCTURAL DRAWINGS AIR & MOISTURE BARRIER ON PLYWD. SHEATHING 1/2" CEMENT BOARD SHEATHING WATER PROOF MEMBRANE OVER CEMENT BOARD SHEATHING PORCELAIN TILE zoOkEL. O'-0"_____ Iv TOP OF SLAB 14 A6.1 CEILING AS SCHEDULED SEP 10 2018 Z oW8Two U m SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS Q•. 4 •• 4 4 '--s, REVIEWED FOR 'ODE COMPLIANCE ,.5,. APPROVED ,d• RECEIVED CITY OF TUKWILA 61 SEP 0 6 2017 AUG 14 2011 PERMIT CENTER WALL SECTION AT TOWER 3/4" = 549 1 ILlA1V I LI IL *,..41/1 - - - 4111117, 4r /AR.. STATE OF WASHINGTO ■■; SUE GENII INTERIOR DESIGN INC.. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET /1\6-16-17 CITY CORRECTIONS #1 A A. A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX,XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 WALL SECTIONS A5.2 PLOT DATE: 05-19-17 13, WOOD SIDING N nnf'Inu 111/111511:710 - EXTERIOR Inuwr>+ni/ 'SI fl tU nn EXTERIOR SHEATHING 2x8 BLOCKING GALVANIZED LAG SCREW ROOF LAD ER ATTACHMENT 3" = 1-0" Hri IL SCHEDULE ROOF DECK and ROOF OPENING SUPPORT 17 STANDARD CURB BASE, FASTEN PER MFR'S RECOMMENDATIONS ELECTRICAL CONDUIT GALVANIZED NAILS @ 6"O.C. SCREW THRU NEOPRENE WASHER , 3 PER SIDE PREFABRICATED CUSTOM CURB FLASHING (2) TAPERED 2x12 WD CURB OVER 2x SECURED TO DECK ROOFING MATERIAL NOTE: EXHAUST FAN SHALL BE LEVEL WITHIN 1/8" OVER WIDTH OF CURB EXHAUST FAN CURB 1-1/2' = KITCHEN HOOD EXHAUST FAN 18 HINGED BASE FOR SERVICING/ CLEANING. SEAL WITH APPROVED MATERIAL PRE -FABRICATED VENTILATED CURB EXTENSION NEMA 3R FUSED DISCONNECT, MOUNT TO HINGED BASE, SEE ELEC. SHEET METAL COUNTER FLASHING - WRAPS TOP & OUTSIDE OF CURB, ___EXTENDING OVER BASE FLASHING PREFABRICATED GALV. STEEL CURB W/ INSULATION SCHEDULE ROOF DECK and ROOF OPENING SUPPORT NOTE: EXHAUST FAN SHALL BE LEVEL WITHIN 1/8" OVER WIDTH OF CURB DUCT WRAP - SEE MECHANICAL MIN. 16 GA. WELDED DUCT EXHAUST FAN CURB N.T.S. MIN. 24 GA. G.I. CAP FLASHING SECURE W/ SCREW THRU STEEL/EPDM WASHER AS NEEDED FOR PROPER SECUREMENT (4 SIDES) 2x6 @ 16"O.C. 19 5/8" CDX PLYWOOD CAP SHEET OVER TOP OF SLEEPER EXTEND DOWN SIDES BY 2" (2)2x12, RIP FOR LEVEL PLATFORM BASE FLASHING ROOFING MATERIAL SCHEDULE ROOF DECK and ROOF OPENING SUPPORT NOTE: SET SUPPORTS ON SOLID NON -RIBBED NEOPRENE, AND SECURE LAG BOLTS THROUGH STEEL/NEOPRENE WASHER SLEEPER SUP T 1-1/2"=1'-0" 20 <7 4 4 NOTE: SEE FLOOR FINISH PLAN FOR FLOOR FINISHES HOLLOW METAL DOOR - SEE DOOR SCHEDULE PRE -MOLDED EXPANSION JOINT ADA COMPLIANT ALUMINUM THRESHOLD - SET IN SEALANT FINISH FLOOR OVER CONCRETE SLAB SERVICE DO SILL 3" =1'-0" LL 0 0 CC O zI- BOO Eo CO CC U O I - HVAC UNIT UNIT COUNTERFLASHING W/ NEOPRENE PERIMETER GASKET 1" HEAD NAILS AT 6" O.C. KNOCK -DOWN FLAT METAL CURB - SEE SCOPE OF WORK 5/8" PLYWOOD SECURED TO CURB CURB FLASHING TAPERED SLEEPER TO LEVEL CURB ROOFING MATERIAL OVER RIGID INSULATION SCHEDULE ROOF DECK and ROOF OPENING SUPPORT NOTE: RTU SHALL BE LEVEL WITHIN 1/8" OVER LENGTH OF EQUIPMENT AC CURS 3"=1'-0" 14 NOT USED 3"=1'-0" FILL AREA AROUND PIPING W/ FOAM INSULATION TO SEAL SPACES 15 MULTI PIPE GROUPING PIPE SLOPING DOWN AWAY FROM SHROUD MIN. 24 GA. G.I. PIPE ENCLOSURE COVER 1" HEAD NAIL @ 6" O.C. SCREW THRU NEOPRENE WASHER , 3 PER SIDE (2) 2x12 WD CURB OVER 2x SECURED TO DECK BASE FLASHING ROOF MEMBRANE MULTIPLE PIPE FLASH' 1 1/2" = 16 ANODIZED ALUM. WINDOW FRAME - ALIGN FRAME WITH FACE OF SLAB SILL RECEPTOR W/ SHIM 1/4" SETTING BED SIDEWALK SLOPE EXPANSION FILLER 4 SILL @ FULL HEIGHT OPENINGS 3" = 1-0" 5X5 STEEL COLUMN - SEE STRUCTURAL BLOCKING AS REQUIRED BREAK METAL COLUMN COVER BREAK METAL TO MATCH STOREFRONT BACKER ROD & SEALANT, TYP. WINDOW FRAME - SEE SHEET A1.1 9 NOT USED N.T.S. 10 R-30 BATT INSULATION HEADER - SEE STRUCTURAL EXTERIOR GRADE PLYWOOD SUBSTRATE - SEE SHEET A1.0 SEALANT & BACKER ROD ALUM. FLASHING TO MATCH ALUM. WINDOW. EXTEND 2" MIN. BEHIND SIDING. S.S. CORNER TRIM SECURITY DOOR - SEE DOOR SCHEDULE. ALIGN FRAME WITH FACE OF SHEATHING SERVICE xx R HEAD/JAMB 3"=1'-0" SCHEDULE ROOF DECK and ROOF OPENING SUPPORT A TYPICAL VENT PIPE 11 S.S. BAND POSITIONED 1/4" FROM TOP OF STACK FLASHING DURO-LAST PRE -FABRICATED VENT STACK FLASHING DURO-LAST ROOFING MATERIAL OVER RIGID INSULATION 2x SOLID BLOCKING STACKED W/ DRILLED HOLE FOR PIPE PENETRATION SEALANT @ PENETRATION SEALED PIPE FLASHING 3"=1'-0" 12 PORCELAIN TILE OVER CEMENT BOARD FLASHING TAPE 1/2" GAP ALONG SIDES WITH BACKER ROD & SEALANT MIN. 24 GA. G.I., SECURED W/ APPROPRIATE FASTENERS - SOLDER ALL JOINTS AND SEAMS COPING TO TRANSITION N.T.S. NOT USED 3"=1'-0" 5 6 NOT USED 3"=1'-0" 7 I 3/8" 0J x 2 1/2" LAG BOLT WITH FLAT WASHER (TYP.) LADDER BRACKET: BENT BAR 4" x 3/8" x 1'-0", WELD TO UPRIGHT AT MAX 24" O.C. VERTICAL SPACING 1" O LADDER RUNGS AT 1'-0" O.C. VERTICAL SPACING 1" GALV, BAR GRATING LADDER PLATFORM TOP LANDING 4" x 3/8" LADDER FRAME 5" GUTTER ROOF LADDER 1" = 1'-0" NOT USED 3"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION DURO-GUARD METAL COMPRESSION SYSTEM EL. +20'-0" TOP OF WOOD FRAMING NOT USED 3"=1'-0" 8 1 2 SEP1o2018 RECEIVED CITY OF TUKWILA MAY 24 2017 PERMIT CENTER NOT USED 3"=1'-0" DURO-LAST SINGLE PLY ROOFING MEMBRANE OVER Y2" PLYWOOD SHEATHING (2) 2X CONTINOUS WOOD PLATES WOOD FRAMING RE. STRUCTURAL DRAWINGS TOWER PARAPET 3" = 1'-0" 4 REGISTERED i,4111iCHITA, AirAVZ /SATE OF WA TON ■1. U ■ SUEGENTY INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTIC A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.X FS DELCO LIT 03-15-1 2996E 0138.S PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 EXTERIOR CONSTRUCTIO DETAILS A6.0 PLOT DATE: 05-19- 18, 19, T.O. RAIL 0 11111111111111111111111 11111 0 0 0 0 ilk+/ -121-11". T.O. PLATE 7" — MIN. CLR. 8'-0" .0. LADDER T 0 LADDER UPRIGHTS BAR 4" x 3/8" SPACED 1'-6" APART T.O. LADDER RUNG TO BE LEVEL WITH PLATFORM 4" x 3/8" HORIZ. 1" GALV. BAR GRADING LADDER PLATFORM TOP LANDING 2" x 2" x 1/4" GALV. ANGLE FASTENED TO 3/8" HORIZ. 3/8"0 x 9" LAG BOLT WITH FLAT WASHER (TYP.) 17• A6.0 1'0 LADDER RUNGS AT 1'-0" O.C. VERTICAL SPACING LADDER BRACKETS: BENT BAR 4"x 3/8" x 1,-0", WELD TO UPRIGHTS AT MAX 24" O.C. VERTICALE SPACING 3/8"0 X 2 1/2" LAG BOLT WITH FLAT WASHER (TYP.) REF. DTL. 17/A6.0 2 X 6 BLOCKING ROOF LADDER 1" = 1'-0" TILE OR WOOD SIDING 2x STRUCTURE EXTERIOR GRADE PLYWOOD SEE A1.0 FOR INTERIOR WALL SUBSTRATE MATERIAL BACKER ROD ALL AROUND BOX RECESSED HOSE BIB BOX. SEE PLUMBING FOR SPEC. WALL CLAMP FILL VOID WITH SELF EXPANDING FOAM AFTER BOX IS INSTALLED SET BOX IN SEALANT BEAD. OMIT SEALANT ALONG BOTTOM EDGE SE BIB N.T.S. NOT USED 20 NOT USED 1/2" PLYWOOD SHEATHING 1/2" CEMENT BOARD PORCELAIN TILE Aiii_EL. 0'-0" TOP OF SLAB FLASHING PRE -MOLDED EXPANSION JOINTS Q A 4 SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS 4 1 I II . II II 13 TOWER BASE 3" = 1'-0" SUBSTRATE - SEE SHEET A1.0 PLYWOOD SHEATHING WOOD SIDING BATT INSULATION (R-19) EL. 0'-0" T.O. SLAB FLASHING SILL PLATE ANCHOR BOLTS CONCRETE SLAB 0 m z w w BASE AND TILE AS SCHEDULED a 4 • . 4 14 EXTERIOR @ T.O. SLAB 3" = 1'-0" 15 NOT USED 16 NOT USED 9 NOT USED 13 1/2" CEMENT BOARD NOT USED 3" = PLYWOOD SHEATHING SUBSTRATE f SEE SHEET A1.0 BATT INSULATION (R-19) 5/8" CEMENT BD. FLASHING E_L. 0,-0" T.O. SLAB_ _ WEATHER PROOF PLYWOOD SILL PLATE ANCHOR BOLTS CONCRETE SLAB BASE AND TILE AS SCHEDULED 1nt ci m I— z w w 0 0 E -RIOR@a T.O. SLAB 3" = 1-0" 12 ✓i MOMENT FRAME - SEE STRUCTURAL SUBSTRATE - SEE SHEET A1.0 BACKER ROD & SEALANT ANODIZED ALUMINUM FRAME SEE WINDOW SCHEDULE. ALIGN FRAME WITH FACE OF SHEATHING STOREFRONT HEADER N.T.S. EXTERIOR V s VA GYP. BOARD BEYOND (AT HEAD) DINING 5 ANODIZED ALUMINUM FRAME - SEE WINDOW SCHEDULE. ALIGN FRAME WITH FACE OF SHEATHING ANODIZED ALUMINUM DOOR - SEE DOOR SCHEDULE ENTRY DOOR HEAD/JAMB 3" = 1'-0" 5 A9.0 VA 6 NOTE: SEE FLOOR FINISH PLAN FOR FLOOR FINISHES ANODIZED ALUMINUM DOOR - SEE DOOR SCHEDULE PRE -MOLDED EXPANSION JOINT ADA COMPLIANT ALUMINUM THRESHOLD - SET IN SEALANT FINISH FLOOR OVER CONCRETE SLAB ENTRY DOOR SILL 3" = 1'-0" WELD DURO-GUARD METAL COMPRESSION YSTEM IBER CANT DURO-LAST" OOFING MEMBRANE OVER /2" PLYWOOD SHEATHING (2) 2x6 TOP PLATE, P.T. 7 WOOD SIDING OVER 1/2" PLYWOOD SHEATHING MOISTURE BARRIER 2x6 WOOD FRAMING @16"O.C. PARAPET CAP N.T.S. 3 NOT USED Step #1 Gravel Stop/Drip Edge Corner Fastening Duro-Last fasteners Install corner piece first, 8 -inches on center max then sections of Drip Edge. One inch gap. Step #2 Welding skirts Field weld Factory weld One inch gap Duro-Last Caulk Joint clip Step #3 Install clips Field weld tabs Duro-Last sealant on one side of clip Note: Do not cut the skirt from either the edging or the corner. DURO-GUARD CORNERS/JOINTS N.T.S. SEP, 10 2018 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION 2 RECEIVED CITY OF TUKWILA MAY 24 2017 PERMIT CENTER NOT USED FASTEN FLASHING AS RECOMMENDED BY MFR. SEAMLESS ALUM DOWNSPOUT FLASH BACKSIDE TO ROOFING EL. +/- T.O. PLATE I — — AAA EL. +12-5" WI B.O. ROOF DECK 3 COORDINATE REAR PLATE HEIGHT WITH ROOF INSULATION THICKNESS 20 GAUGE STAINLESS STEEL PERFORATED CONTINUOUS SCREEN 22 GAUGE CONTINUOUS GALVANIZED STEEL GUTTER, PREFINISHED COLOR: BLACK O 0 O 0 / / i i 4GARAPET CAP N.T.S. 4 3549 TATE OF W SHINGTO U. ..., SUE GENIY INTERIOR DESIGN INC.. 12811 NE 126TH PL. KI RKLAN D, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTI A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.: FS DELCO LI' 03-15- 2996 0138 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 EXTERIOR CONST. DETAILS A6.1 PLOT DATE: 05-1,c 17711------ ,��ii iiii11�1 111.. .T -/-- ' --_- __ __-/-- ------<-1-1-_ IBER CANT DURO-LAST" OOFING MEMBRANE OVER /2" PLYWOOD SHEATHING (2) 2x6 TOP PLATE, P.T. 7 WOOD SIDING OVER 1/2" PLYWOOD SHEATHING MOISTURE BARRIER 2x6 WOOD FRAMING @16"O.C. PARAPET CAP N.T.S. 3 NOT USED Step #1 Gravel Stop/Drip Edge Corner Fastening Duro-Last fasteners Install corner piece first, 8 -inches on center max then sections of Drip Edge. One inch gap. Step #2 Welding skirts Field weld Factory weld One inch gap Duro-Last Caulk Joint clip Step #3 Install clips Field weld tabs Duro-Last sealant on one side of clip Note: Do not cut the skirt from either the edging or the corner. DURO-GUARD CORNERS/JOINTS N.T.S. SEP, 10 2018 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION 2 RECEIVED CITY OF TUKWILA MAY 24 2017 PERMIT CENTER NOT USED FASTEN FLASHING AS RECOMMENDED BY MFR. SEAMLESS ALUM DOWNSPOUT FLASH BACKSIDE TO ROOFING EL. +/- T.O. PLATE I — — AAA EL. +12-5" WI B.O. ROOF DECK 3 COORDINATE REAR PLATE HEIGHT WITH ROOF INSULATION THICKNESS 20 GAUGE STAINLESS STEEL PERFORATED CONTINUOUS SCREEN 22 GAUGE CONTINUOUS GALVANIZED STEEL GUTTER, PREFINISHED COLOR: BLACK O 0 O 0 / / i i 4GARAPET CAP N.T.S. 4 3549 TATE OF W SHINGTO U. ..., SUE GENIY INTERIOR DESIGN INC.. 12811 NE 126TH PL. KI RKLAN D, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTI A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.: FS DELCO LI' 03-15- 2996 0138 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 EXTERIOR CONST. DETAILS A6.1 PLOT DATE: 05-1,c NOT USED F 2-0" x 4'-0" FLUORESCENT LIGHT FIXTURE (3) 32W T8 LAMPS 2'-0" x 2-0" FLUORESCENT LIGHT FIXTURE (1) 32W U LAMP .4c:›DOWNLIGHT @ WALK-IN (BY WALK-IN MFR.) OPENDANT FIXTURE 6W LED T9 LAMP • DOWNLHT 12W ED LAMP -I= EMERGENCY LIGHTS EXIT LIGHT (WALL MOUNTED) ® EXIT LIGHT (CEILING MOUNTED) 'V® PENDANT OR DIRECTIONAL FIXTURE, TRACK MOUNTED 54" TRACK SECTION W/ 1/2 AMP CURRENT LIMITER = = FLAT SCREEN TV OO n EXTERIOR WALL FIXTURE 11W LED OUTSIDE SPEAKER SPEAKER P.O.S. MONITOR C.C.T.V. CAMERA C.C.T.V. MONITOR L_J 12" EXHAUST FAN HVAC RETURN GRILLE HVAC SUPPLY DIFFUSER BACK DOOR SECURITY STROBE LIGHT CEILING SYMBOL LEGEND E DIMENSIONS: A. ALL DIMENSIONS ARE TO FACE OF FINISH U.O.N. CEILING FINISHES: A. REFER TO ROOM FINISH SCHEDULE (SHT A1.1) FOR CLG. FINISHES. SUSPENDED CEILING: A. ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT. B. ALLOWABLE VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8" IN 10'-0" MAX. C. ALLOWABLE VARIATIONS FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRIC LOADS, 2° MAX. D. INSTALL SYSTEM AFTER MAJOR ABOVE CLG. WORK IS COMPLETE. COORD LOCATIONS OF HANGERS WITH RELATED WORK. E. SEE SPECS FOR ADDITIONAL INFORMATION. GYPSUM BOARD CEILING: A. SUBSTRATE SHALL BE 5/8" THICK TYPE "X" GYP BD. B. ACOUSTICAL SEALANT: APPLY TO GYP. BD. PANELS AS INDICATED IN SPECS. GYP. BD. FINISHING AND DECORATING: REFER TO DWGS FOR TEXTURE AND FINISHES. ELECTRICAL: A. SEE ELECT. DWGS. FOR FIXTURE SCHED. LIGHTING: A. PAINT ANY EXPOSED, UNFINISHED HARDWARE TO MATCH FIXTURES. REFLECTED CEILING PLAN NOTES D CEILING GRID STARTING POINT. DOWN LIGHT FOR ROUGH FRAMING OPENINGS SEE AIR DEVICE SCHED. (TYP. AT RESTROOM). AWNINGS/CANOPIES. SEE SCOPE OF WORK. (BY SIGN VENDOR). EXTERIOR WALL LIGHT FIXTURES, SEE ELEVATIONS AND ELECT. DWGS. C-6—) WALK-IN LIGHTING SUPPLIED BY WALK-IN MFR. EMERGENCY FIXTURE. BATTERY UNIT INSIDE ABOVE CLG. CONNECT EXTERIOR EMERGENCY LIGHTS TO THE NEAREST EXIT SIGN BATTERY WITHIN THE BUILDING. 8 CANOPY LIGHTS PROVIDED AND INSTALLED BY CONTRACTOR () REFER TO SHEETS M2.0, M2.1, M2.2, M2.3 AND M2.4 FOR EXHAUST HOOD INFORMATION 10) METAL CANOPY BY G.C. TRACK MOUNTED LIGHT ON BOTTOM OF CEILING GRID. TRACK MOUNTED PENDANT ON BOTTOM OF CEILING GRID. FLAT SCREEN TV. GYPSUM BOARD HEADER AT 6'-8" A.F.F. SEE DETAIL 14/A9.0 LIGHTS PROVIDED & INSTALLED BY SIGN VENDOR. GC TO PROVIDE CIRCUITING THROUGH EXTERIOR LIGHTING CONTRACTOR / PHOTOCELL CONTROL PANEL. 16 RAISED CEILING THIS AREA TO 10'-0" A.F.F. SEE DETAIL 2/A9.0 KEY NOTES 1 L- 417 L-417 7 L-417 7-01) A P rL-003 XXI,YXTIWV,Y)A I n n L-00 F.CLG.@ 10,-a' L-4 -540 -540 6 L-540 J F.CLG.@ 10'-a' F.CLG.@ 10,-0' �7 r L2=S2=SJ I // I // I F.CLG.@ 10'-0' • • • $ $ $ �- II Ii II C L L-003 5 26'-44' \B, L 03 P. 10 2010 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 14 2017 PERMIT CENTER SUE GEN7Y INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A6-16-17 CITY CORRECTIONS #1 A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL, BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 REFLECTED CEILING PLAN A7.0 PLOT DATE: 05-19-17 ALL FINISHES/FURNITURE/DESIGN ELEMENTS/GRAPHICS SHALL BE PER THE CURRENTLY POSTED DELCO PROTOTYPE DRAWINGS ON ONE STOP SHOP. ANY VARIATION OR ALTERATION SHALL BE APPROVED BY PHLLC THROUGH FINISH SUBMITTAL, BY OWNER, FOR FURTHER REVIEW AS INDICATED IN FINISH SPECIFIC NOTES WITHIN SCHEDULE. THIS APPROVAL IS CONTINGENT ON THE ALIGNMENT OF THE PROTOTYPICAL SPECIFICATIONS AND/OR FOLLOW UP OF REQUESTED FINISH REVIEW OF PROPOSED. CL -M2 N ID -MY" ST -M1 W -M1 O CV P -M2 Arpao N P. -M2 TV TV TV n /—<U-901> CT -M2 /—<U -9C 1> <Z-029> CF -M1 B -M2 4 CL -M2 1 I I 1 I I 1 I I I I I I I 1 1 I I U1/ Imf2 I I I I I I I 1 I 1 I I I F I I 1 1 I' I' I I I I I I I I I I I I I 1 1 I I I F II +- -= I I I I I I I 1 I I I I IUI I I I I I I I I 1 I I I -I- J7 T -r I I I I I I I I I I I I I I i FE�IIA... Ei(C4 I I I I I I I I 1 I I I I I I I 1 I I 1 I I 1 I I I I 1 1 I 1 I 1 I I I 1 I I I I I I I I 3 W M2 2 B -M2 P -M2 FRP-M 7 EXIT P -M2 r 7 I I 1 I L J P -M2 (2) 6 — — ST -M1 P -M2 \ \ W -M1 0 (V / Nk _ � LOBBY \\ /� \\ I 1 L J / 10 ST -M1 /\ W -M1 /- \\\ \\ \ \\ O N 2 B -M2 B -M2 1 CUSTOMER 3/8" =1'-0" CUSTOMER 3/8" = 1-0" CUSTOMER 3/8" =1'-0" CUSTOMER 3/8"=1 <U-902) .\__41.,_2 I f <E-933> FRYER HOOD <C-951 <K-326> <R706> {U-910> <S-914) <K-324> 1 1\ 11 11 I ® o00 0 0 B -M1 II> (5 ou <N-056> CL -M1 FRP-M <E-930> 8) <E-931) C-938> ( 8) <U-904 I a 000 <K-836> <K-779> 1 T71 B -M1 IF OVEN SHROUD IS DESIRED FOR XLT OVEN, THE SHROUD MUST BE STAINLESS STEEL. THE "CAST IRON" SHROUD IS NOT APPROVED FOR USE IN DELCO LOCATIONS. EEEEE153I In <P-805> FRP-M U-904 f<K-886> <P-951> I I I I I III 5 KITCHEN 3/8" = KITCHEN 3/8" = KITCHEN 3/8"=-P-0" CL -M1 FRP-M <K-216> -923 <N-909> <N-062> 414111111010<K-998> <N-925> <N-922> ANSUL SYSTEM ANSUL SYSTEM 7 CL -M1 FRP-M <K-903> N-073 N-912 N-075 <B-643> <K-998> B -M 1 8 KITCHEN 3/8" = CL -M1 F-930 U-909> FRP-M U-900 �9) F-043 -070 <K-879> 7 J F-911; F-085 F-023 F 270 F-095 A : CL -M1 B -M1 ORDER ENTRY MANAGERS DESK. 9 KITCHEN 3/8" =1'-0" 018 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION (4) (6) (8) F RECEIVED CITY OF TUKWILA MAY 24 2017 PERMIT CENTER.. SERVICE COUNTER S.S. CORNER GUARD, END WALL CHANNEL GUARD, FULL HEIGHT. SEE DETAIL 13/A9.0. TEMP. SENSOR @ 66" A.F.F., SEE M1.0. HOLD UP BUTTON. HAND SINK KNEE PEDAL. SS CHANNEL CLOSURE AT BOTTOM OF BULKHEAD. SEE DETAIL 13/A9.0 (SIM). PROVIDE CLEAR SILICONE SEALANT WHERE ALL FIXED AND BUILT-IN COUNTERS/EQUIPMENT ABUTS WALL SURFACE. EDGE OF SS PANEL BEHIND HOOD. COMPUTER PATCH PANEL. BREAK METAL TO MATCH STOREFRONT. KEYLESS ENTRY JUNCTION BOX. FLAT SCREEN TV SUPPLEMENTAL ART WORK JOB AIDS LOCATED ON WALL BEYOND xxx SEE SHEET A1.1 FOR FINISH SCHEDULE. SEE SHEET A2.0 FOR DECOR SCHEDULES. KEY NOTES 3!%, 11,- MAIrict, STATE OF WASHINGTO ■ U. ■.■. SUE GENTY INTERIOR DESIGN INC.. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTI A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.: FS DELCO LI 03-15- 2996 0138 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 INTERIOR ELEVATIONS A8.0 PLOT DATE: 05-1 P -M2 FRP-M 7 P -M2 r 7 I I 1 I L J P -M2 (2) 6 — — ST -M1 W -M1 0 (V Nk B -M2 1 CUSTOMER 3/8" =1'-0" CUSTOMER 3/8" = 1-0" CUSTOMER 3/8" =1'-0" CUSTOMER 3/8"=1 <U-902) .\__41.,_2 I f <E-933> FRYER HOOD <C-951 <K-326> <R706> {U-910> <S-914) <K-324> 1 1\ 11 11 I ® o00 0 0 B -M1 II> (5 ou <N-056> CL -M1 FRP-M <E-930> 8) <E-931) C-938> ( 8) <U-904 I a 000 <K-836> <K-779> 1 T71 B -M1 IF OVEN SHROUD IS DESIRED FOR XLT OVEN, THE SHROUD MUST BE STAINLESS STEEL. THE "CAST IRON" SHROUD IS NOT APPROVED FOR USE IN DELCO LOCATIONS. EEEEE153I In <P-805> FRP-M U-904 f<K-886> <P-951> I I I I I III 5 KITCHEN 3/8" = KITCHEN 3/8" = KITCHEN 3/8"=-P-0" CL -M1 FRP-M <K-216> -923 <N-909> <N-062> 414111111010<K-998> <N-925> <N-922> ANSUL SYSTEM ANSUL SYSTEM 7 CL -M1 FRP-M <K-903> N-073 N-912 N-075 <B-643> <K-998> B -M 1 8 KITCHEN 3/8" = CL -M1 F-930 U-909> FRP-M U-900 �9) F-043 -070 <K-879> 7 J F-911; F-085 F-023 F 270 F-095 A : CL -M1 B -M1 ORDER ENTRY MANAGERS DESK. 9 KITCHEN 3/8" =1'-0" 018 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION (4) (6) (8) F RECEIVED CITY OF TUKWILA MAY 24 2017 PERMIT CENTER.. SERVICE COUNTER S.S. CORNER GUARD, END WALL CHANNEL GUARD, FULL HEIGHT. SEE DETAIL 13/A9.0. TEMP. SENSOR @ 66" A.F.F., SEE M1.0. HOLD UP BUTTON. HAND SINK KNEE PEDAL. SS CHANNEL CLOSURE AT BOTTOM OF BULKHEAD. SEE DETAIL 13/A9.0 (SIM). PROVIDE CLEAR SILICONE SEALANT WHERE ALL FIXED AND BUILT-IN COUNTERS/EQUIPMENT ABUTS WALL SURFACE. EDGE OF SS PANEL BEHIND HOOD. COMPUTER PATCH PANEL. BREAK METAL TO MATCH STOREFRONT. KEYLESS ENTRY JUNCTION BOX. FLAT SCREEN TV SUPPLEMENTAL ART WORK JOB AIDS LOCATED ON WALL BEYOND xxx SEE SHEET A1.1 FOR FINISH SCHEDULE. SEE SHEET A2.0 FOR DECOR SCHEDULES. KEY NOTES 3!%, 11,- MAIrict, STATE OF WASHINGTO ■ U. ■.■. SUE GENTY INTERIOR DESIGN INC.. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTI A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.: FS DELCO LI 03-15- 2996 0138 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 INTERIOR ELEVATIONS A8.0 PLOT DATE: 05-1 13 CL -M1 <B-410> <B-305> <B-275 FRP-M 3'-6" 1'-0" • B -M1 3'-0" 12 MAX. teiiititititititi141%titiiiiii�!!�ii!�ii!�!i! . 4 4 4 •4 4 4 4 •4 4. 4. . . 11.4 4 •• . •4 4 4 I 10. . 4. 4 4 4 4 •4 • 4 4 4 4 4 z At14illeiih tee &WM%�A�AtA� RESTOOM LiI 94ttAIAtAtAtAtAtAtAt0,140 ItttAV?AttAtAtAtAtAtAtAttA• 5 0' RESTROOM 1/2"=1'-0" CL -M1 FRP-M <B-265 B-242 �B-252 36" MIN <B-300> <B-305> <B-275> B -M1 24" MIN I j 0 2 co 1-5 IN. DIN. 1'-3" 11 B-290> INSULATE HOT WATER & DRAIN PIPES TEMPERING VALVES CL -M1 FRP-M <B-29>—\\ 0 <B-265 <B-241>--\ N-134 INSULATE HOT WATER & DRAIN PIPES B -M1 10 RESTROOM 3/8" = 1'-0" RESTROOM 3/8" = 11-0" RESTROOM 3/8" = 1'-0" RESTROOM 3/8"=1'-0" SEP, 0 2010 REVIEWED FOR DE COMPLIANCE APPROVED SEP o 6 2011 City of Tul:'N13 Zf3U,J1LDING DIVIh ' N RECEIVED CITY OF TUKWILA AUG 14 2017 PERMIT CENTER 3549 ler00,444 ER'ICK' STATE OF WASHINGTON SUEGENTY INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A6-16-17 CITY CORRECTIONS #1 A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 INTERIOR ELEVATIONS A8.1 PLOT DATE: 05-19-17 FRP -M \ <F-261> / / 13 CL -M1 <B-410> <B-305> <B-275 FRP-M 3'-6" 1'-0" • B -M1 3'-0" 12 MAX. teiiititititititi141%titiiiiii�!!�ii!�ii!�!i! . 4 4 4 •4 4 4 4 •4 4. 4. . . 11.4 4 •• . •4 4 4 I 10. . 4. 4 4 4 4 •4 • 4 4 4 4 4 z At14illeiih tee &WM%�A�AtA� RESTOOM LiI 94ttAIAtAtAtAtAtAtAt0,140 ItttAV?AttAtAtAtAtAtAtAttA• 5 0' RESTROOM 1/2"=1'-0" CL -M1 FRP-M <B-265 B-242 �B-252 36" MIN <B-300> <B-305> <B-275> B -M1 24" MIN I j 0 2 co 1-5 IN. DIN. 1'-3" 11 B-290> INSULATE HOT WATER & DRAIN PIPES TEMPERING VALVES CL -M1 FRP-M <B-29>—\\ 0 <B-265 <B-241>--\ N-134 INSULATE HOT WATER & DRAIN PIPES B -M1 10 RESTROOM 3/8" = 1'-0" RESTROOM 3/8" = 11-0" RESTROOM 3/8" = 1'-0" RESTROOM 3/8"=1'-0" SEP, 0 2010 REVIEWED FOR DE COMPLIANCE APPROVED SEP o 6 2011 City of Tul:'N13 Zf3U,J1LDING DIVIh ' N RECEIVED CITY OF TUKWILA AUG 14 2017 PERMIT CENTER 3549 ler00,444 ER'ICK' STATE OF WASHINGTON SUEGENTY INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A6-16-17 CITY CORRECTIONS #1 A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 INTERIOR ELEVATIONS A8.1 PLOT DATE: 05-19-17 NOT USED 18 NOT USED 19 NOT USED 20 2" CV 20 GA. S.S. CORNER GUARD - FINISHED FLOOR TO BOTTOM OF CLG. - ATTACH W/ CONST, ADHESIVE CAULK WALL FINISH 0/ SUBSTRATE PER PLAN TILE WHERE OCCURS 20 GA. S.S. END WALL GUARD - FINISHED FLOOR TO BOTTOM OF CLG. - ATTACH W/ CONST. ADHESIVE CORNER GUARD 3"=1'-0" FRP ON 1/2" GYP. BD. FINISH AS SCHEDULED ON INTERIOR ELEVATIONS CV KITCHEN N PLYWOOD BLOCKING FINISH AS SCHEDULED ON INTERIOR ELEVATION 13 20 GA. S.S. END CAP - ATTACH W/ CONST. ADHESIVE EL. = 6'-8" CLEAR - PER TAS/ADA LOBBY FRAMED FUR DOWN N.T.S. 14 NOT USED 16 2 2" FLANGE BENT 90 DEG. NOTE: CAULK ALL SEAMS AT WALL SURFACE. (4) #12 S.S. WOOD SCREWS 3/4" LG. W/ S.S. WASHERS. 112" RAD. EASED CORNER (TYP.) EXTEND FRONT OF PANEL TO FRONT EDGE OF ADJ. SINK. APPROX. 24" (SEE PLAN) 16 GA. BRUSHED STAINLESS STEEL. 1/2" HEM ON TOP AND FRONT EDGES. BOTTOM EDGE OF SPLASH GUARD SHALL BE EVEN W/ THE EDGE OF THE HIGHEST ADJ. SINK. SPLASH GUARD N.T.S. 9 NOT USED un 5, WALL (WHERE OCCURS) DOUBLE STUDS AT JAMB AND HEAD WITH ANCHOR STRAP. PAINT AS SCHEDULED ON INTERIOR ELEVATIONS WD. DOOR SEALANT CV SUBSTRATE AS NOTED ON SHEET A1.0 10 N r - INTERIOR DOOR HEAD / JAMB 3" = 1'-0" �'}2,,7- 11 SAFE - SEE SCOPE OF WORK FOR SCOPE DEFINITIONS 5/8" CEMENT BD. SIZE 1/2" SMALLER THAN SAFE FOOTPRINT. GROUT TO MATCH ADJ. FLOOR. FINISHED TILE SURFACE ANCHOR BOLTS - SEE SCOPE OF WORK - BOLT HOLES = 3/4" DIA. x 3" DEEP SAFE PEDESTAL 3" = 1'-0" 12 FLOOR TILE AS SPECIFIED. i ALUM. TRANSITION STRIP EXISTING CONCRETE INSTALLATION NOTES: SELECT "PEMKO" 252A PRESS THE PERFORATED ANCHORING LEG OF THE THRESHOLD PEMKO 252A INTO THE MORTAR AND ALIGN. SOLIDLY EMBED THE TILES SO THAT THE TILED SURFACE IS FLUSH WITH THE TOP OF THE PROFILE; THE PROFILE SHOULD NOT BE HIGHER THAN THE TILED SUFACE, BUT RATHER UP TO APPROX. 1/32" 1 mm LOWER. A JOINT OF APPRX. 1/16" - 1/8" (2mm - 3mm) SHOULD BE LEFT BETWEEN THE TILE AND THE PROFILE. FILL THE JOINT COMPLETELY WITH GROUT OR SETTING MATERIAL. METAL TRANSITION STRIP 3" = 1'-0" 5 NOT USED NOT USED 6 PAINTED GYP. BOARD REFER. ELEVATIONS 1x4 STAIN GRADE TRIM FINISH "WEATHERED TEAK" (SHERWIN WILLIAMS) PERFORATED VINYL WALLCOVERING MINIMUM LEVEL 4 FINISH W/ ONE COAT PRIMER W -M1 B -M2 CEMENT BOARD TO8"A.F.F. SEALANT JOINT WAINSCOT SECTION N.T.S. 2x4 SUSPENDED ACOUST. CLG. EL. 10'-0" AFF IV CEILING HEIGHT EL. 8'-4" AFF CEILING HEIGHT 1 ACOUSTICAL CEILING TILE WAVE PHONE PANEL RAISED CEILING DETAIL 1.= 1'-0" N CEILING TILE & GRID FINISH PER ELEVATIONS 2 SUBSTRATE PER PLAN OVER WOOD STUDS @ 16" 0.C. RECEIVED CITY OF TUKWILA MAY 24 2011 PERMIT CENTER SEP 10 201 REVIEWED FOR CODE COMPLIANCE APPROVED gra SEP 0 6 2017 0 NOT USED 17 FINISH PER ELEVATIONS SUBSTRATE PER PLAN - PROVIDE 1/4" GAP BETWEEN SUBSTRATE & CEMENT BD. BELOW CEMENT BD. TO 12" ABOVE FLOOR - ALL KITCHEN WALLS. WOOD STUDS @ 16" 0.C. J MOLD SET IN SILICONE SEALANT - FILL J -MOLD W/ SILICONE PRIOR TO INSTALLING FRP, WIPE OFF EXCESS TILE BASE - SET FLUSH WITH FLOOR TILE TYPICAL KITCHEN BASE DETAIL 3"-1'-0" 4 354• R ISTER Imo/ .i /P •RIC D. L STATE OF WASHINGTON 11111 U 11 SUEGENTY .INTERIOR DESIGN INC. 12811 NE 126TH PL. KIRKLAND, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX.XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FS DELCO LITE 013898 INTERIOR CONSTRUCTION DETAILS A9.0 PLOT DATE: 05-19-17 dill®It �II•I�I,IAI HID PIUS Cut Table & Quality Station Configuration for Nesting Boxes. FREE STANDING QUALITY STATION 14 PARTS (4) 63PK3, 63" Posts. (3) 1860NK3, 18"x60" Wire Shelves (1) 1860FS, 18"X60" Solid Shelf (1) H160K3, 60" Hanger Rail (1) DD7078, 6"x48" Shelf Extension (1) DD7078A, 10"x48" Shelf. Extension (3) DD6298, Box Lifts (3 for Quality Station & 2 for Cut Table) (1) DD2671 B, Printer Holder (1) DD5488, Bump Bar Holder (1) HK25C, Hook (2) Bags of CSM6-Y, Yellow Shelf Markers (1 Bag is for the Quality Station and the remaining bag is for the under shelves of the Cut Table) INSTR-PHQSN5D 100409 Large Nested Medium Nested Sides 63" Height. f Pass Thru gRzy wd sesp WWF dC as. r Natural ':a< Groove #12 Cut Table Front View - 60" Length Side View of Cut Table and Shelving unit behind FREE STANDING QUALITY STATION (K-933) PIZZA HUT 60" QUALITY STATION - Fits behind the Cut Table PHCT5DL - Unit designed for used with Nested Boxes - Designated Pass Through area - Allows for the Nested Boxes to be within reach - Also available in 72" (PHQSN6D) lengths - Easy to assemble without any tools using the Super Erecta shelving system - Accessories - (3) Box Lifts that raise the box ends up to take pressure off of the nested box sides - Bump Bar Holder - Printer Holder - Shelf Markers F 9M qty Hanger Rail -a ft: s raw .�� POct On YAWN% 'ass Through Area®foinmetwiPPIeev• - C) B x m 15 Components: Solid Shelf -18 gauge, type 304 foodservice grade stainless steel shelf with 1/8" ledge to collect spills Wire Shelves - Metroseal III Epoxy finish with Microban Microban deters the growth of mold and bacteria Sanitary: The Staineless.Steel shelf has raised edges to contain spills and all remaining components are finish with Metroseal III with Microban. NSF All components are manufactured to NSF standards and are NSF listed. 10" Shelf Extension 6" Shelf Extension Dipping Cups. Holder NOT provided by Metro 60" Length 18" Deep Quality Station with a 6" and a 10" Shelf Extension that extends FREE STANDING QUALITY STATION (K-933) 16 PREP. STATION CONFIGURATION (K-941) 11 INSTRUCTIONS Using. the hardware bag containing the washers and nuts, attach the Casters to the bottom of the Dolly Shelf, CC6010F. 7 Place a pair of Gray Split Sleeves UPSIDE DOWN on the BOTTOM groove of each 54PK3. Post. Place each Post in the corners of the Dolly Shelf. This is the OPPOSITE of the illustration below. ❑3 Place a pair of Gray Split Sleeves on the 17th Groove above the Dolly Shelf: NOTE - The tapered end of the Split Sleeve should be towards the TOR See the illustration below. Place a 2130NK3 Shelf over the Posts and onto the Split Sleeves. Secure in place by tapping each comer. with a Rubber Mallet. 0 Repeat step 3 for the remaining Shelves. n Place a 30" Ledge along each 30" side of each shelf. ElPlace a 21" Ledge along ONE side of each shelf. NOTE One side of the cart will be open as shown. INSTR-PHDC2.1 B 010408 PARTS (4) 54PK3, 54" Posts (3) 2130NK3, Wire Shelves (1) CC601OF, Dolly Shelf (4) B5DN, Casters (8) L3ON-4K3, 30" Ledges (4) L21N-4K3, 21' Ledges (4) Bags of Gray Split Sleeves Place each half of the Split Sleeve in the Groove on the Post. DOUGH CART ASSEMBLY (K-926) 12 ❑5 Top Groove Place Caster up open end of each Post Groove #30 Groove #14 Bottom Groove PARTS (4) 74UPK3, 74" Posts (4) 5M, Casters (3) 3036NK3, 30"x36" Wire. Shelves (1) R3036FS, Solid Reinforced Shelf (4) Bags of Split Sleeves, each packed with the shelves A package of Split Sleeves comes packed with each Shelf. Inside the Split Sleeve is a bead that snaps into the groove on the Post. The bead is towards the top of the Split Sleeve. INSTR-PHMS303S 040811 OVERFLOW PREP. STATION ASSEMBLY (K-560) Components: - Stainless Steel Top Type 304, food grade stainless steel work surface Backsplash in front of back post for cleanliness - Cut outs for (8) Sauce Containers (1/6 size) (Containers not included) - Stainless Steel Upper Shelves - Type 304, food grade stainless steel - Raised edges to contain spills - Hanger Rail - Hanger Rail for Printer Hanger - Under Shelves - Open Wire. design for air flow and light penetration - Label/Foil/Dipping Cups Dispenser hooks onto the shelf Finish: - Components expect for the stainless steel items are Metroseal Ill with Microban. - Microban deters the growth of mold and bacteria and provides and easy to clean finish NSF: All components are manufactured per the NSF specifications and are NSF listed. PARTS: (2) 74PK3, 74" Back Posts (2) 33PK3, 34" Front Posts (2) CC6006, 39" Upper Posts (2) 3036NK3, 30"x36" Wire Shelves (3 1436FS, 14"x36" Solid Shelves (1 DD6249B, Work surface (1 DD6249A, Work Surface Support Frame (1 H136K3, Hanger Rail (1) DD2671 B, Printer Holder (1) DD2851A, Foil & Label Holder i�r✓ orzc.rh,' u 0 0 V U WING STREET SAUCING STATION (K324) INSTR-PHWF36B 082609 C,) Groove #66 1436FS Groove #58 1436FS Groove #50 1436FS DHanger Rail Groove #48 r7IPlace Top over 1 Support Shelf EjSupport Shelf Top Groove on Front Groove #34 on Back 3036NK3 Groove #18 3036NK3 1st Double Groove PARTS (2) 74PK3, 74" Posts (2) 33PK3, 34" Posts (2) CC6006, 39" Posts (2) 3036NK3, 30"x36" Wire Shelves (3) 1436FS, 14"x36" Solid Shelves (1) DD6249B, Work surface (1) DD6249A,Work Surface under support frame: (1) H136K3, Hanger Rail (1) DD2671 B, Printer Holder (1) DD2851A, Foil & Label Holder Place each half of the Split Sleeve_ in the Groove on the Post. Assembly Instructions WING STREET SAUCING STATI O N (K-324) Components: - Wall System allows for easy access to stored items - Wall mounted allows for easy cleaning of the floor and access to adjacent equipment - Upper Shelves for prep items and fryer filters - Fryer Basket supports for Fryer Baskets PARTS: (2) 33PDFK3, 33" Posts with Wall Brackets (2) 30BHK3, Fry Basket Holders (1) 1430NK3, 14"x30"Bottom Wire Shelf (1) 1830NK3, 18"x30" Top Wire Shelf 9 Sanitary: All components are finished in Metroseal Ill epoxy finish containing Microban. Microban deters the growth of bacteria and mold. NSF: All components are manufactured per the NSF specifications and are NSF listed. a 13 I WING STREET PREP STATION (K-326) 10 1836NK3 Mount the Shelf and Shelf Brackets so the top of the Shelf is 81" A.F.F. H136K3 1 WD18K3 1WD18K3 2WD18K3 PARTS (1) 1836NK3, 18"x36" Wire Shelf (1) H136K3, 36" Hanger Rail with Split Sleeves (2) 1 WD18K3, End Shelf Supports (1) 2WD18K3, Center Double Shelf Support (5) HHK8C, Chrome Hooks rf*6I11 �'�V^'jj` NOTE - Metro does not provide wall fasteners. INSTR-PHMTS33 041012 Place Split Sleeves into the bottom of the Collars of the H136K3, Hanger Rail prior to placing it on the Shelf Brackets. The, Split Sleeves will provide a snug fit; w 0 U) z O C MAKE TABLE SHELF (K-881) LTO Boxes PHWBS5 (Includes Wall Mounted System and Side Box Shelving Unit) Stands Dipping: Cups,:' • �U r c� w 60" LENGTH TOTAL LENGTH = 84" Shelf size = 24"Lx30"D Box Cart = 24" Length WALL MOUNTED QUALITY STATION WALL UNIT 5 BOX SHELVING UNIT 6 Place Box Lifts on Shelves as shown `2-• Sauce Sauce Breadstick Cups Lids Bags Wall System (See Next Page for Assebly Instructions) Parts: (2) 33PDFK3, 34" Wall Posts with Wall Brackets NOTE Wall fasteners are not provided (1) H160K3, 60" Hanger Rail (1) 60BHC, Bin Holder Rail (1) 1860NK3, 18"x60" Top Wire Shelf (3) MB30230B, Bins (1) HK25C, Gripper Hook (1) DD5488, Bump Bar Holder (1) CC7056T, Breadstick Basket (1) H210K3, Basket (1) DD2671B, Printer Holder (1) PBA-GSDK3, "U" Shaped Monitor Shelf Groove #34 (Even with Cut Table) a NOTE - 33PK3 Post always Is next to the Cut Table Groove #20 Double Groove Shelf size =.24"Lx30"D NOTE - 24" End is the Front WALL MOUNTED QUALITY STATION (K-836) rn 5 Place Stainless Overlay on top of Insert Place insert on top of the Shelf 3060NK3 Shelf Top Groove 6 3060NK3 Shelf Groove #22 REVIEWED F ADE COMPLI/ r APPROVE 3060NK3 Groove #12 60" LENGTH PARTS (1) CC6008K, 30"x60" Stainless Steel Overlay with Insert (3) 3060NK3, 30"x60" Wire Shelves (4) 33PK3, Posts (3) Bags of Split Sleeves INSTR-PHCT5DL 102210 Components: -- Wall System allows for air drying and storage. of Utensils, Lids and Containers Sanitary: All components are finished in Metroseal III epoxy finish containing Microban. Microban deters the growth of bacteria and mold. NSF: All components are manufactured per the NSF specifications and are NSF listed. Place Shelving Unit on same side as the Dish Washer i I f L111111 11Il1IIII If IIIIIL�,LIII�IIIIIIII II 111111IIIII:IIIIIIII(IIHIIIIIII.I 11111E1 111 : a a SHELVING @ 3 -COMP SINK (K-216) Components: Easy to assemble without any tools. - Solid Shelf for the work surface. - 18 gauge, type 304 foodservice grade stainless steel shelf _ MANAGER'S DESK SET UP - Wire Shelves above for storage - Chromewire shelves - Wire shelf below to place the. File Cabinet and computer equipment 1 Back Post - 2nd Groove from top Front Posts - Top Groove - Back Posts - Groove #35 Front Posts - 6th Groove 3 Front Posts Top Groove Back Posts Groove #39 File Cabinet ti Not provided by Metro Area for CPU Printer, etc 1st Double Groove PARTS Manager's Station (2) 74P, 74" Back Posts (2) 33P, 34" Upper Posts (2) 40CP, Lower Posts (2) 1448BR, 14"x48" Upper Shelves (2) 1448BWI, 14"x48" Shelf Inlays (1) 2448FG, 24"x48" Work Surface (1) 2448BR, 24"x48" Wire Shelf INSTR-MW48C 032410 MANAGER'S STATION (K-879) Components: Easy to assemble without any tools. - Solid Shelf for the work surface - 18 gauge, type 304 foodservice grade stainless steel shelf CUSTOMER SERVICE UNIT SET UP - Wire Shelves above for storage - Chrome wire shelves - Wire shelf below to place the File Cabinet and computer equipment 2 Back Post - 2nd Groove from top Front Posts - Top Groove Back Posts - Groove #35 Front Posts - 6th Groove. Front Posts Top Groove Back Posts #39 3sas REGISTERE�� Phi;RCHIT es' /A/KASTATE OF WAS ■■ . ■ SUE GENTY- INTERIOR DESIGN INC, 12811 NE 126TH PL. KI RKLAN D, WA 98034 425-827-3438 sue@sgidinc.com PERMIT SET A DATE DESCRIPTION A A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: XX,XX.XX FS DELCO LITE 03-15-17 299663 013898 PIZZA HUT 14638 TUKWILA INTL. BLVD. TUKWILA, WA 98168 MAY 24 2017 PERMIT CENTER SEP, 10201 S 1st Double Groove 48" Length 24" Depth PARTS Manager's Station (2) 74P, 74" Back Posts (2) 33P, 34" Upper Posts (2).40CP, Lower Posts (2) 1448BR, 14"x48" Upper Shelves (2) 1448BWI, 14"x48" Shelf Inlays (1) 2448FG, 24"x48" Work Surface (1) 2448BR, 24"x48" Wire Shelf INSTR-MW48C 032410 WALL CUT TABLE ASSEMBLY (K-945) 7 CUSTOMER SERVICE UNIT 111 (1 ILI 0 (K-879) 3 FS DELCO LITE 013898 METRO SHELVING ASSEMBLY AIDS Al 0.0 PLOT DATE: 05-19-17 r 7 9:27am : May 23, 20 J a 3 STRUCTURAL NOTES 1.0 GENERAL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TUKWILA AND: THE 2015 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED AND ADOPTED BY THE CITY OF TUKWILA AND THE STATE OF WASHINGTON; A.C.I. 318-08; A.I.S.C. 13TH EDITION; AWS D1.1-06; A.I.T.C. 2ND EDITION; NDS WITH 2008 WIND & SEISMIC PROVISIONS AND A.I.S.I 1.2 DESIGN CRITERIA A. VERTICAL LOADS 1. LIVE LOADS ROOF (SNOW) Is = 1.0 2. DEAD LOADS ROOF (EXISTING) ROOF (NEW) WALLS B. LATERAL LOADS: 25 PSF 10 PSF 12 PSF 10 PSF LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. 1. WIND: EXPOSURE B BASIC WIND SPEED = 110 M.P.H. (3 SECOND GUST) (ULT) IMPORTANCE FACTOR, Iw = 1.0 SIMPLE DIAPHRAGM BUILDING, ENCLOSED 2. SEISMIC: IMPORTANCE FACTOR, IE = 1.0 OCCUPANCY CATEGORY II MAPPED SPECTRAL RESPONSE COEFFICIENTS, Ss = 1.487 AND S1 = 0.557 SOIL SITE CLASS = D SPECTRAL RESPONSE COEFFICIENTS, SDs = .991; SD1 = 0.557 SEISMIC DESIGN CATEGORY = D SEISMIC RESPONSE COEFFICIENT Cs = 0.109 (ASD) RESPONSE MODIFICATION FACTOR R = 6.5 1.3 SHOP DRAWINGS SUBMIT SUFFICIENT COPIES OF SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: 1. CONCRETE MIX DESIGNS DO NOT FABRICATE PRIOR TO ARCHITECT'S/ENGINEER'S APPROVAL. ALL SHOP DRAWINGS SUBMITTED TO THE ENGINEER SHALL BEAR THE STAMPED APPROVAL OF THE CONTRACTOR. SHOP DRAWING APPROVAL BY ANDERSONCHASE STRUCTURAL ENGINEERS SHALL NOT IMPLY THAT THE PROJECT MAY BE BUILT FROM THE SHOP DRAWINGS. RATHER, THE PROJECT PLANS SHALL BE USED FOR CONSTRUCTION. ALL PERMANENT BRACING FOR TRUSSES SHALL BE DETAILED AND DESIGNED BY THE TRUSS SUPPLIER. CONTRACTOR SHALL REVIEW SHOP DRAWINGS AND STAMP INDICATING THIS PRIOR TO REVIEW BY ENGINEER OF RECORD. 2.0 SITE WORK 2.1 SOIL DATA SOIL BEARING © CONT. SPREAD FOOTINGS = 1500 PSF. WHERE GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED, THE ABOVE VALUES ARE ASSUMED AND THESE VALUES SHALL BE FIELD VERIFIED. 2.2 EXCAVATION EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c = 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 2.3 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. 2.3 BACKFILL AND COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL. IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6 -INCH LIFTS AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T- 180. THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. 3.0 CONCRETE 3.1 GENERAL NORMAL WEIGHT CONCRETE MEETING THE REQUIREMENTS OF ACI 301-02 ESTABLISH PROPORTIONS OF CEMENT, COARSE AND FINE AGGREGATES, WATER, AND ADMIXTURES TO PRODUCE THE PROPERTIES SPECIFIED FOR EACH CONCRETE MIX TYPE PER ACI -301 ON THE BASIS OF PREVIOUS FIELD EXPERIENCE OR TRIAL BATCHES. USE ADMIXTURES IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. USE AMOUNTS OF WATER -REDUCING ADMIXTURE THAT WILL PERMIT PLACING WITHOUT SEGREGATION, HONEYCOMBING OR ROCK POCKETS. THE SLUMPS SPECIFIED ARE THE SLUMPS REQUIRED AT THE POINT OF PLACEMENT INTO THE STRUCTURE. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. DO NOT MOVE THE CONCRETE HORIZONTALLY USING THE VIBRATOR. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL REINFORCEMENT TIE WIRES AND FORM ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH AND 'FREE FROM IRREGULARITIES. 3.2 STRENGTH DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: APPLICATION STRENGTH F'c (PSI) MAXIMUM WATER/CEMENT RATIO PERCENT AIR ENTRAINMENT FOOTINGS FOUNDATION WALLS 3000 3000 0.50 0.50 0.0% 0% (see Note 4) SUBNOTES: 1. ANY OF THE ABOVE MIXES CAN BE USED FLOWABLE (8" TO 11" SLUMP) IF THE PROPER ADDITION OF ADMIXTURES IS INCLUDED AND THE W/C RATIO IS NOT INCREASED. 2. SLABS ON GRADE MAY CONTAIN WELDED -WIRE OR FIBER -MESH. EITHER ONE OF THESE MAY BE USED TO ASSIST IN THE MITIGATION OF VARIABLE SHRINKAGE AND CRACKING. 3. THE PROPORTIONS APPROVED SHALL BE CAREFULLY MAINTAINED. NO DEVIATION FROM THESE PROPORTIONS, ESPECIALLY THE ADDITION OF WATER, SHALL BE MADE WITHOUT APPROVAL OF THE ENGINEER. 4. PER SECTION IBC 1904, VERTICAL CONCRETE EXPOSED TO WEATHER AND SLABS ON GRADE SHALL HAVE A MIN f'c = 3000 PSI AND HAVE 5% AIR ENTRAINMENT. PER SECTION 1704.4 EXCEPTION 2.3 NO SPECIAL INSPECTION IS REQUIRED AS THE 3000 PSI IS FOR DURABILITY ONLY. 3.3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM C-150, TYPE I OR TYPE II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM -C33. 3.4 MATERIALS A. WATER REDUCING ADMIXTURES: CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL AND MUST CONFORM TO ASTM -C494, POZZOLITH POLYHEED, POZZOLITH 100XR, OR POZZUTECH 20. POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR SUCH CONCRETE SHALL NOT EXCEED 8" WITH A MINIMUM OF 10 OUNCES OF POLYHEED PER 100 OUNCES OF CEMENT. USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO ASTM -C260 AND ASTM -C494, MBVR OR MICRO -AIR BY MASTER BUILDER. NO AIR ENTRAINMENT IN COLUMNS WITHOUT PRIOR WRITTEN PERMISSION BY ENGINEER OF RECORD. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER. NO ADMIXTURES CONTAINING CHLORIDES ARE PERMITTED. 3.5 REINFORCING STEEL DETAIL, FABRICATE AND PLACE PER ACI -315 AND ACI -318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, MEETING ASTM STANDARD A-615 GRADE 60 FOR #3 AND LARGER BARS UNLESS NOTED OTHERWISE ON THE PLANS. ALL BEND SHALL BE PER ACL B. REINFORCEMENT IN ALL FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. C. LAPS: 24" MINIMUM D. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: COVER CONDITION 3" CONCRETE DEPOSITED AGAINST EARTH 2" CONCRETE DEPOSITED AGAINST FORMS BUT 3-1/2" EXPOSED TO EARTH 1-1/2" FOR BARS IN SLABS ON GROUND E. WELDED WIRE FABRIC: ASTM -A185 AND ASTM -A82 F. DEFORMED BAR ANCHORS: ASTM -A496 G. REINFORCEMENT ALLOWANCE: THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR ADDITIONAL REINFORCEMENT WHICH MAY OR MAY NOT BE PLACED AT THE DIRECTION OF THE PROJECT ENGINEER. FIBREMESH: PROVIDE FIBREMESH STRANDS WITHIN CONCRETE PER THE MANUFACTURERS SPECIFICATION (1.5#/CU. YARD TYPICALLY) WHERE REQUIRED BY THE OWNER IN LIEU OF UTILIZING WELDED WIRE FABRIC WITHIN SLABS ON GRADE. 3.6 EPDXY DOWELED REINFORCEMENT A. ALL REINFORCEMENT WHICH IS TO BE DOWELED INTO EXISTING CONCRETE SHALL BE INSTALLED USING THE SIMPSON SET -XP ADHESIVE ANCHORING SYSTEM PER ICC REPORT ESR -2508 OR APPROVED EQUAL. ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS OR APPROVED EQUAL. B. EPDXY SHALL BE MIXED, APPLIED, AND CURED IN ACCORDANCE WITH THE MANUFACTURERS GUIDELINES. REINFORCEMENT AND CONCRETE SHALL BE CLEAN AND FREE OF IRREGULARITY. EPDXY SHALL NOT BE MIXED OR CURED IN AIR AND / OR CONCRETE TEMPERATURES BELOW MINIMUM PER MANUFACTURER'S SPECIFICATIONS. C. EPDXY DOWELING OF REINFORCEMENT IN OVERHEAD APPLICATIONS SHALL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 4.0 METALS (N/A) 5.0 STRUCTURAL STEEL A. ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE AISC "MANUAL OF STEEL CONSTRUCTION." STEEL SHALL CONFORM TO THE FOLLOWING, UNO: ANGLES 6.0 LIGHT GAUGE STEEL (N/A) 7.0 CARPENTRY 7.1 ROUGH CARPENTRY ASTM A36, Fy = 36 ksi ALL 2x FRAMING LUMBER SHALL BE STUD GRADE HEM -FIR FOR STUDS AND STANDARD OR BETTER FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW. ALL 2" LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (SD). EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS SHALL BE AS SHOWN BELOW: MEMBER SPECIES 2x STUDS 6x HEADERS 4x COLUMN 6x COLUMN #2 HEM FIR DF -L PER PLAN #1 HEM FIR #1 HEM FIR ALL EXPOSED STRUCTURAL MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED (SEE SECTION 7.6). 7.2 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A-307. B. WASHERS SHALL BE STANDARD CUT WASHERS OR MALLEABLE IRON WASHERS. C. ALL NAILS SHALL BE COMMON WIRE NAILS OR EQUIVALENT PNEUMATICALLY DRIVEN NAILS (P -NAILS), AMERICAN OR CANADIAN MANUFACTURER ONLY AS INDICATED BELOW. P -NAILS SHALL BE INSTALLED PER THE MANUFACTURERS GUIDELINES. COMMON WIRE NAIL PNEUMATIC NAIL MINIMUM NAIL LENGTH NAIL APPLICATION 16d COMMON 0.162" P -NAIL 3-1/2" FRAMING 12d COMMON 0.148" P -NAIL 3-1/4" FRAMING N/A 0.131" P -NAIL 3" FRAMING 10d COMMON 0.148" P -NAIL 2-1/2" SHEATHING 8d COMMON 0.131" P -NAIL 2-1/2" SHEATHING D. LAG SCREWS, SHEAR PLATES - SEE IBC. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, USP, OR OTHER ICBG APPROVED. F. HARDWARE EXPOSED TO WEATHER OR TO VIEW SHALL BE GALVANIZED OR PROTECTED WITH OTHER APPROVED MEANS OF CORROSION PROTECTION. FOR ADDITIONAL REQUIREMENTS REGARDING HARDWARE IN EXPOSED CONDITIONS SEE SECTION 7.10. 7.3 MINIMUM NAILING - PER IBC 7.4 ANCHOR BOLTS PER IBC SECTION 1805.6 FOUNDATION PLATE OR SILL BOLTING SHALL BE PER IBC CHAPTER 23. PER IBC 2308.6 ALL FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO CONCRETE OR MASONRY WITH MINIMUM 1/2" NOMINAL DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 7" AND SPACED NOT MORE THAN 6 FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12. INCHES OR LESS THAN 4 INCHES FROM EACH END OF EACH PIECE. IN SEISMIC CATEGORY D 3" x 3" x 0.229" WASHERS ARE REQUIRED AT ALL ANCHOR BOLTS PER IBC SECTION 2308.12.8. 7.5 PLYWOOD/OSB SHEATHING EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING AND INSTALLATION SHALL CONFORM TO MOST CURRENT VERSION OF PS2 FOR OSB. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE 0.131" DIA P -NAILS OR 8d COMMON NAILS AT 6" ON CENTER ® SUPPORTED PANEL EDGES AND 0.131" DIA P -NAILS DR 8d COMMON NAILS AT 12" ON CENTER ON OTHER SUPPORTING MEMBERS FOR WALLS AND ROOFS. FOR FLOORS, USE THE SAME SPACING PATTERN AS STATED FOR WALLS OR ROOF EXCEPT USE 0.148" DIA P -NAILS OR 10d COMMON NAILS. NOTE: EQUIVALENT RATED PLYWOOD MAY BE USED IN LIEU OF OSB CALLED OUT. ALL THICKNESS AND GRADING SHALL CONFORM TO PS1 OR PS2. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR. ROOF DIAPHRAGM: 7/16" OSB (MIN PANEL INDEX = 32/16), WITH 0.131" DIA P -NAILS OR 8d COMMON NAILS AT 6" O.C. AT SUPPORTED PANEL EDGES AND AT 12" O.C. AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON PLAN. WHERE REQUIRED, USE PLY -CLIPS INSTALLED PER MANUFACTURER'S GUIDELINES AND APA GUIDELINES. 7.6 PRESERVATIVE TREATMENT A. PRESERVATIVE TREATMENTS SEE ARCH FOR ALL PRESERVATIVE TREATED REQUIREMENTS AND FINISHES OF EXPOSED TIMBER MEMBERS AND AT EXTERIOR CONDITIONS. ALL EXPOSED FRAMING LUMBER, PLYWOOD AND DECK MATERIALS SHALL BE PRESSURE TREATED PER AWPA SPECIFICATION P-5 OR OTHER APPROVED TREATMENT. ALL CUTTING AND BORING AFTER PRESSURE TREATMENT SHALL BE CARED FOR IN ACCORDANCE WITH AWPA SPECIFICATION M-4. ACZA PRESERVATIVE TREATMENT SHALL NOT BE PERMITTED EXCEPT WHERE HARDWARE (INCLUDING NAILS) IN CONTACT WITH THE TREATED PRODUCT IS COMPOSED ENTIRELY OF STAINLESS STEEL MATERIAL.STAINLESS STEEL HARDWARE SUBSTITUTED FOR HDG PRODUCTS SHALL MEET OR EXCEED THE STRENGTH AND PERFORMANCE OF THE SUBSTITUTED HDG PRODUCT ORIGINALLY SPECIFIED. B. GALVANIZATION OF HARDWARE (EXPOSED OR IN CONTACT WITH PRESERVATIVE TREATED WOOD) 1. PROTECTED ENVIRONMENT ALL HARDWARE (HANGERS, NAILS, BOLTS, LAG SCREWS, FLASHING ETC...) SHALL BE HOT -DIP GALVANIZED (HDG) TO A MINIMUM COATING LEVEL OF 0185 (1.85 oz/ft2 OF ZINC) WHEN IN CONTACT WITH PRESERVATIVE TREATED WOOD CONTAINING PRODUCTS SUCH AS, BUT NOT LIMITED TO; CCA, ACQ, OR CBA. HDG PRODUCTS SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS AS APPLICABLE; ASTM A653, ASTM A123, AND ASTM A153. WHEN USING STAINLESS STEEL OR HOT -DIP GALVANIZED CONNECTORS, THE CONNECTORS AND FASTENERS SHALL BE OF THE SAME MATERIAL. 2. EXPOSED ENVIRONMENT ALL HARDWARE (INCLUDING CONNECTORS) IN CONTACT WITH PRESSURE TREATED WOOD IN AN EXPOSED OR POTENTIAL TO BE EXPOSED ENVIRONMENT (HAVING POTENTIAL FOR WIND BLOWN RAIN TO REACH) SHALL BE STAINLESS STEEL. 8.0 MECHANICAL / EPDXY / POWDER DRIVEN FASTENERS A. MECHANICAL FASTENERS (PRE -DRILLED ANCHORS) 1. TYPICAL MECHANICAL ANCHORS WHICH ARE INSTALLED IN CONCRETE SHALL BE AS MANUFACTURED BY THE SIMPSON, INC. AND SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS GUIDELINES AND PER ICC REPORT ESR -1771 FOR WEDGE ANCHORS OR PER ICC REPORT ESR -2713 FOR SCREW TYPE ANCHORS OR APPROVED EQUALS. B. EPDXY CONNECTIONS (PRE -DRILLED ANCHORS) 1. ADHESIVE ANCHORS SHALL BE OF THE SIZE AND LENGTH AS CALLED OUT ON THE PLANS USING THE SIMPSON SET -XP ADHESIVE ANCHORING SYSTEM PER ICC REPORT ESR -2508 OR APPROVED EQUAL. ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. 2. ALL EPDXY ANCHORS OR FASTENERS REQUIRE SPECIAL INSPECTION. 3. FOR UNREINFORCED OR HOLLOW MASONRY CONTACT ENGINEER OF RECORD FOR OPTIONS. 4. SPECIAL CARE SHALL BE TAKEN DURING THE DRILLING / INSTALLATION OF FASTENERS WITHIN POST -TENSIONED CONCRETE. ANCHORS SHALL BE INSTALLED IN SUCH A MANNER SO AS NOT TO INTERFERE WITH / DAMAGE POST -TENSIONING TENDONS / REINFORCEMENT. C. POWDER DRIVEN FASTENERS 1. TYPICAL POWDER DRIVEN FASTENERS WHICH ARE INSTALLED IN CONCRETE OR STEEL SHALL BE AS MANUFACTURE BY HILTI, INC. AND SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS GUIDELINES AND PER ICC REPORT ESR -1663 OR APPROVED EQUAL. 2. ALL FASTENERS SHALL BE OF THE TYPE AND SIZE REQUIRED TO MAINTAIN THE REQUIRED PENETRATIONS. FASTENERS INSTALLED IN CONCRETE SHALL BE INSTALLED WHEN THE SPECIFIED 28 DAY COMPRESSIVE STRENGTH OF THE CONCRETE HAS BEEN OBTAINED. 3. FASTENERS WHICH ARE USED IN PULLOUT CONDITIONS SHALL BE NON-DESTRUCTIVE LOAD TESTED IN TENSION TO (2) TIMES THE ALLOWABLE LOAD EVERY (50) FASTENERS. 4. SPECIAL CARE SHALL BE TAKEN DURING THE INSTALLATION OF FASTENERS WITHIN POST -TENSIONED CONCRETE. FASTENERS SHALL BE INSTALLED IN SUCH A MANNER SO AS NOT TO INTERFERE WITH / DAMAGE POST -TENSIONING TENDONS / REINFORCEMENT. 9.0 SPECIAL INSPECTIONS: SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE 2015 IBC AND ARE REQUIRED DURING THE FOLLOWING: A. THE EXCAVATION OF FOOTINGS PRIOR TO CONCRETE PLACEMENT, B. CONCRETE PLACEMENT, C. ALL EPDXY DOWELED APPLICATIONS. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE A SCHEDULE OF REQUIRED INSPECTIONS AND SHALL SUBMIT THIS SCHEDULE TO THE ARCHITECT AND ENGINEER FOR APPROVAL. INSPECTION IS INSPECTION PERFORMED BY THE BUILDING OFFICIAL AT VARIOUS STAGES OF A PROJECT AS OUTLINED IN IBC SECTION 109 TO ENSURE COMPLIANCE TO THE BUILDING CODE. SPECIAL INSPECTION SHALL BE DONE BY THE OWNER'S INSPECTOR WHERE IBC CHAPTER 17 (REF SECTION 1704) REQUIRES SPECIAL EXPERTISE TO ENSURE COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 10.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. 01 ABBREVIATIONS AB. AGGR. ALT. APPROX. ARCH. BD. BLDG. BLK BLK'G. BM. BOT. BTWN. C.J. CLR. C.M.U. COL. CONC. CONN. CONSTR. CONT. DEG. DET. /DTL. DIAG. DIA. 0 DN. DWG. (E) EA. E. J. E.I.F. S. EL. ELEV. ELEV. EQ. EQUIP. E.W. EXP. EXT. F.D. FDN. F.F. FIN. FLR. FN D. F.O.B. F.O.C. F.S. FT. FTG. FURR. GA. GALV. GR. GYP. GYP. BD. HT. HVAC ANCHOR BOLT AGGREGATE ALTERNATE APPROXIMATE ARCHITECTURAL JNT. JST. I.D. INSUL. INT. BOARD BUILDING BLOCK BLOCKING BEAM BOTTOM BETWEEN MAX. MFR. MIN. MISC. M.O. MTL. INSIDE DIAMETER INSULATION INTERIOR JOINT JOIST MAXIMUM MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING METAL CONTROL JT. NO. NUMBER CLEAR N.T.S. NOT TO SCALE CONCRETE MASONRY UNIT COLUMN O.C. CONCRETE O.D. CONNECTION OH. CONSTRUCTION OPG. CONTINUOUS OPP. DEGREE DETAIL DIAGONAL DIAMETER DOWN DRAWING EXISTING EACH EXPANSION JOINT EXTERIOR INSULATION AND FINISH SYSTEM ELEVATION ELEVATION EQUAL EQUIPMENT EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FINSH FLOOR FINISH FLOOR FOUNDATION FACE OF BRICK FACE OF CONCRETE FULL SIZE FOOT OR FEET FOOTING FURRING GAUGE GALVINIZED GRADE GYPSUM GYPSUM BOARD HEIGHT HEATING, VENTILATION AND AIR CONDITIONING PCT. P.L. PLYWD. R.D. RE: REINF. REQ'D. RM R.O. SCHED. SECT. S.F. SH T. SIM. SPEC. SQ. OR S.S. STAGG. STD. STIFF STL. STRUC. TR T & B T & G TH K. T/ TYP. ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PRE -CAST PROPERTY LINE PLYWOOD ROOF DRAIN REFER TO ... REINFORCED REQUIRED ROOM ROUGH OPENING SCHEDULE SECTION SQUARE FOOT SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STAGGERED STANDARD STIFFENER STEEL STRUCTURAL TREAD TOP AND BOTTOM TONGUE & GROOVE THICK TOP OF TYPICAL U.N.O. UNLESS NOTED OTHERWISE VER VERT. W/ W/O QR VERIFY VERTICAL WITH WITHOUT CENTERLINE PLATE AnderscraChase A Structural Engineering Corporation SHEET INDEX SHEET SHEET CONTENTS REVISION * Si STRUCTURAL NOTES S2 FOUNDATION PLAN S3 ROOF FRAMING PLANS - NEW AND EXISTING S4 FRAMING DETAILS EXP ,10 IICVIC)Ac.0 FOP. DE COMPLIANCE APPRUVtU City tf Tukwila 71LDING DIVISIONI CITY o� Tu�iLn MAY 24 2f1 7 PERMIT CEN TER TOTAL NUMBER OF SHEETS 4 * LATEST INDIVIDUAL SHEET REVISION ISSUED PROJECT NO. DESIGNED BY OA) 0 N 0 0. U Vm 'L 4) C 4?' N L Q SUBMITTAL SET ONLY NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW. Si PLOT DATE: May 23, 2017 — 9:28am NAME: S2.dwg FOUNDATION NOTES 1. TYPICAL DIMENSIONS ARE TO FACE OF WALL OR TO CENTERLINE OF COLUMN OR FOOTING. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT. 2. PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION PER THE SOILS REPORT. 3. CONTINUOUS WALL FOOTING PER PLAN WITH REINFORCING PER SCHEDULE. 4. TYPICALLY MATCH FOOTING DOWELS WITH WALL VERTS UNLESS NOTED OTHERWISE. 5. FLOOR SLABS - 4" CONC. SLAB ON GRADE 6x6 - W1.2xW1.2 WWF @ CENTER -LINE OR FIBER MESH PER MANUFACTURER OVER SUBSTRATE PER SOILS ENGINEER, USE WWF WHERE INDICATED. PROVIDE CONTROL JCINTS PER OWNER. 6. PROVIDE CORNER BARS AT ALL WALL/FOOTING INTERSECTIONS TO MATCH ALL HORIZONTAL REINFORCEMENT. 7. SEE THE GENERAL STRUCTURAL NOTES ON SHEET S1 FOR ADDITIONAL INFORMATION. MATCH EXISTING SLAB MONOLITHIC W/ NEW FOOTING • NEW 6" TO 8" CONC SLAB OVER EXISTING 4" CONC SLAB TO MATCH FLOOR ELEVATIONS w DETAIL TIMBER INFILL THICKNESS TO MATCH (E) F.F. 0.00 SLOPE SIDEWALK PER ARCH NEW 6" TO 8" CONC SLAB OVER EXISTING 4" CONC SLAB TO MATCH FLOOR ELEVATIONS DETAIL (E) CMU (UNKNOWN) (E) FOOTING (UNKNOWN) —v4— r S4 L_ S4 6" ADDED FTG FOR NEW END WALL �IU _co, SLOPED RAMP EXISTING CONC SLAB ON GRADE (NO CHANGES) EXISTING PERIMETER THICKENED FOOTING (ASSUMED) FINAL F.F. = 0.00 4 NEW. 6" TO 8 CONC SLAB. OVER EXISTING 4" CONC SLAB TO. MATCH FLOOR ELEVATIONS. . . (E);FLAT 4x6 TYP. @.8'-0". O.C. S4 Foundation Plan SCALE 1/4"=1'-0" AnderscriChase A Structural Engineering Corporation FINAL F.F..= .0.00 ). 0 2018.. 2 CMU. I' • REVIEWED FOR DE COMPLIANCE APPROVED `r{ SEP.. 0 6.201.7.. City of Tukwila BUILDING DIVISION ///////////AY// FOR SLAB DEPRESSION SEE ARCHITECTURAL SET DETAIL D/A1.0 & DIMENSION NOTED ON CONSTRUCTION PLAN A1.0 RECEIVED CITY OF TUKWILA F4A1f 24 2017 PERMIT CENTER H 0 W a W 0 4t N N H U 4-1 O w 0 PROJECT NO. DESIGNED BY 1-1 L 0 01 N 01 • 00 • 01 C QJ • o r.N O p O 1p ) N rsi 111 0. 1 0 F,0 U0. 'a; .g)W 4 14: 0 U L Q SUBMITTAL SET ONLY NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW. 01(040• S2 PLOT DATE: May 23, 2017 9:28am FILE NAME: S3.dwg TOP OF DECK (-13'-6" /////////, r V ROOF STEP , N6" NO PARAPET > 1'-0" TYPICAL TOP OF PARAPET r-14'- 0" TYP TOP OF DECK r.13'-6" (E) ROOF TROUGH SLOPE //////// Roof Framing Plan - Existing SCALE 1/4"=1'- 0" ///////////// CANOPY ADDITION BY OTHERS r r=— x7Er 13'-6" L w w J w ,,a111 a GENERAL NOTES 0 0 0 0 10 11 12 13 14 15 EXISTING TRUSS & METAL WALL PANELS EXISTING STEEL TRUSS EXISTING C4x CHANNELS © 28" 0.C. EXISTING 2x6 © 24" 0.C. EXISTING COLUMN (VERIFY MIN 6x6 #1 HF) EXISTING 2x12 15 12" 0.C. (NO CHANGES) EXISTING 4x8 BEAM EXISTING 4x6 POST © 8' 0.C. EXISTING 8" CMU (NO CHANGE) 16" TJI 360 © 24" 0.C. NEW APA RATED ROOF SHEATHING MIN P1 = 32/16 NEW 2x6 © 16" 0.C. WALL BELOW 4x8 EXISTING 4x8 BEAM NEW 6x8 #1 DF -L HEADER - TYP (1)2x6 BRG ® EA END (1)2x6 FULL HT REMOVE ALL (E) ROOF MOUNTED EQUIPMENT FROM EXISTING ROOF & REMOUNT PER HVAC PLANS/ARCH PLANS NO CHANGES TO (E) ROOF & EAST BUILDING SIDE 26'-6" (N) 2x6 WALL - 2x6 #2 HF ® 24" 0.C. W/ DOUBLE STUDS Q END AREA "a" = 2'-6" jr 24" Jr O. C. TOP OF PARAPET 19'- 0" TYP k TOP OF ROOF DECK = 16'-6" 1st JOIST < 24" TO WALL (TYP © EA END) SLOPE PER ARCH J LL N 0 1 � m 1 1' VAALIA riv A 0 26'-6" RTU - 2 SET LOCATION FROM ARCH ROOF PLAN 0 0 o, ti RTU -1 SET LOCATION FROM ARCH ROOF PLAN la 0 ROOF FRAMING NOTES 1. ROOF TRUSS LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT IS NOT THE INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS. THE ARCHITECT SHALL VERIFY THE COMPATIBILITY OF JOIST LAYOUT AND FRAMING W/ MECHANICAL, ELECTRICAL & PLUMBING AND ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS. 2. PLACE LONG DIRECTION OF ALL SHEATHING PERPENDICULAR TO TRUSS/RAFTER OR JOIST DIRECTION. TYPICAL NAILING AT ROOF DIAPHRAGMS IS PROVIDED IN THE GENERAL STRUCTURAL NOTES ON SHEET S1. 3. THE DOUBLE TOP PLATE IS TO BE CONTINUOUS ALONG ALL EXTERIOR WALLS AND AT ALL WALL LINES CONTAINING SHEARWALLS. TYPICAL WALL TOP PLATE SPLICES SHALL BE PER DETAIL 2/S1 TYPICAL. 4. AT ALL BEAM BEARING/JAMB LOCATIONS, AT MINIMUM PROVIDE BEARING (TRIMMER) STUDS AND FULL HEIGHT (KING) STUDS PER THE JAMB STUD SCHEDULE FOR EACH BUILDING IF PROVIDED. IF NO SCHEDULE, PROVIDE (1) 2X_ BEARING AND (1) 2X_ FULL HEIGHT STUD MINIMUM. 5. SEE ARCHITECTURAL PLANS FOR STAIR FRAMING DETAILS & STAIR FRAMING DETAILS AND NOTES, CONTROL JOINTS IN CONCRETE FLOORING AND ROOF VENTILATION REQUIREMENTS AND DETAILS. 6. SEE CIVIL AND ARCHITECTURAL PLANS FOR TOP OF WALL HEIGHTS AND ELEVATIONS. SEE ARCHITECTURAL PLANS FOR DIMENSIONS. WHERE DIMENSIONS ARE SHOWN ON THE STRUCTURAL PLANS, CONTRACTOR SHALL VERIFY COMPATIBILITY W/ ARCHITECTURAL PLANS. WHERE DISCREPANCY EXISTS, CONTRACTOR SHALL NOTIFY BOTH THE ENGINEER AND ARCHITECT FOR CLARIFICATION. 7. SEE GENERAL STRUCTURAL NOTES ON S1 FOR ADDITIONAL INFORMATION. 8. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FLOOR ELEVATIONS. 0 �%%//.% J////////%//2 % 0 l 12 ROOF STEP -18" 14'-1" 0 TOP OF ROOF DECK = -' 0 0 Roof Framing P l an - New SCALE 1/4"=V-0" AnderscraChase A Structural Engineering Corporation SLOPE Ep 10 2018 REVIEWED FOR CODE COMPLIANCE } PPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION 0 / / i s 0 RECEIVED CITY OF TUKWILA MAY 24 2017 PERMIT CENTER H O O M 0 N PROJECT NO. (T) H 0 O 01 N CA CO 5 ChO V 4-) - vs • a o O °O O q) N IN -1a 0 o et: o. U VO) 15 W CSL 74:4( L 44,f Q SUBMITTAL SET ONLY NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW. � S3 PLOT DATE: May 23, 2017 — 9:28am w 3 SHEARWALL COMPONENT TABLE MARK COMPONENTS 1/2" A.B. PL TO CONCRETE SPACING (IN) 5/8" A.B. PL TO CONCRETE SPACING (IN) 10d COMMON PL TO PL SPACING (IN) SIMPSON A35 CLIP ANGLE SPACING (IN) SIMPSON LTP4 CLIP ANGLE SPACING (IN) A 7/16" PWD OR OSB, BLOCKED, W/ 8d NAILS @ 6" O.C. @ PANEL EDGES AND @ 12" O.C. @ FIELD. 47" O.C. 68" O.C. 8.1" O.C. 30" O.C. 29" O.C. A 7/16" PWD OR OSB, BLOCKED, W/ 8d NAILS @ 4" O.C. @ PANEL EDGES AND @ 12" O.C. @ FIELD. 32" O.C. 47" O.C. 5.5" O.C. 20" O.C. 20" O.C. NOTES: 1. ALL NAILING PER ANSI/AF & PA SDPWS - 2008 TABLE 4.3A 2. USE 3x_ STUDS AT ALL ABUTTING PANEL EDGES. NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED AT 2" O.C.. 3. IF CALLOUT REQUIRES BLOCKING, SHEATHING MAY BE PLACED WITH THE LONGITUDINAL DIRECTION VERTICAL. STUDS AND PLATES WILL BE CONSIDERED TO ACT AS BLOCKING. 4. WALL SHEATHING CALLED OUT SHALL EXTEND FOR ENTIRE WALL LENGTH AT THAT ELEVATION AND SHALL BE CONTINUOUS AROUND OPENINGS TYPICALLY. 5. 8d NAILS ARE TO BE .131"0 AND 2-1/2" IN LENGTH. 10d NAILS ARE TO BE .148"0 AND A MINIMUM OF 3" IN LENGTH. 16d NAILS ARE TO BE .162"0 AND 3-1/4" IN LENGTH. NAILS SHALL BE INSTALLED SO AS TO NOT SPLIT THE TIMBER FRAMING. 6. SIMPSON A35 OR LTP4 CLIP ANGLES SHALL BE INSTALLED WITH THE APPROPRIATE FASTENERS PER THE MANUFACTURER'S SPECIFICATIONS. 7. USE 3"x3"x0.229" PLATE WASHERS AT ALL ANCHOR BOLTS PER SECTION 4.3.6.4.3 8. SPACING SHOWN ABOVE FOR ANCHOR BOLTS, NAILING AND CLIPS IS MAXIMUM AMOUNT ALLOWED. 9. FRAMING AT SHEARWALLS SHALL BE SPACED NO FARTHER THAN 16" O.C.. -00 ' (2)2x_ STUDS + i.+ ♦ + 1/2" MIN (2) ROWS 0.148"0 x 3" NAILS BETWEEN ROWS SPACING PER NOTES 13 AND 14 -l`', MIN 4" O.C. SPACING IN A SINGLE ROW PER NOTE 11 10. MINIMUM NAIL SPACING IN A SINGLE ROW SHALL BE 4 INCHES ON CENTER. USE (2) ROWS IF SPACING LESS THAN THIS. USE 2ND RIM BOARD, RIM JOIST OR BLOCKING WHERE THREE ROWS OF NAILING CALLED OUT. 11. EXTEND SHEATHING UP TO DOUBLE TOP PLATES AND INSTALL NAILS THROUGH SHEATHING INTO UPPER TOP PLATE PER TYPICAL DETAILS. NO PLATE TO PLATE NAILING REQUIRED IN DOUBLE TOP PLATES WITH THIS CONFIGURATION. 12. OPTIONAL TO USE (2) 2x's IN PLACE OF SINGLE 3x IN SHEARWALLS W3, W4 AND W5 W/ STITCH NAILING. 13. (2) ROWS OF 0.148" x 3" STITCH NAILING (2)2x_ STUDS TOGETHER @ 10" O.C. FOR W3 SHW, 8" O.C. FOR W4 SHW & 6" O.C. FOR W5 SHW PER SECTION 4.37 NOTE 4. 14. THE "W_P" INDICATES SHEAR WALL TYPE WITH OPENINGS. PROVIDE SHEATHING AROUND ALL OPENINGS AND ABOVE AND BELOW ALL OPENINGS. PROVIDE HORIZONTAL STRAPS & NAILING AT OPENINGS PER 8/S1.2 (-5) (2) .148"0x3-1/4" NAILS TO TJI CHORD (4" O.C.) .148"0x3-1/4" E.S. TO TRUSS TO R (2) .148"0x3-1/4" NAILS TO TJI CHORD (4" O.C.) 2x6 @ 24" O.C. (@ TJI) TO BOT OF TJI .148"%%x3-1/4" @ 8" O.C. 8d @ 6" O.C. 2x8 BLKG 1/4 MIN, 1/2 MAX DISTANCE AS REQ'D --� FOR LOW SLOPE N10" (N) A35F @ 16" O.C. NAIL TO 6x12 & #8 SCREWS TO (E) MTL PANEL 2-1/2" (ASSUMED & VERIFY) S.W. P1 @ LOCATION OF S.W. PER PLAN SEE® FOR CALLOUTS S ADD'L 4x6 24" O.C. CUT TO TJI SLOPE BELOW TJI 6x12 #2 HF - CONT. STRAP W/ ST6224 @ BREAKS. (E) ROOF DIAPH. (N) A35. @ 16" O.C. (E) CAP & PLATE - REMOVE (N) 2x6 BLKG (E) 2x6 ROOF SYSTEM (N) A35 @ 24" O.C. (E) STEEL BRG TRUSS & STEEL (E) WALL SYSTEM EXTERIOR WEST WALL SECTION 1-1/4" TJI RIM .148"0x3-1/4" TOENAIL @ 8" O.C. (E) ROOF SHEATHING (N) SLOPED 2x6 R W/ .148"0x3-1/4" @ 12" O.C. (E) CANT & PLATE (REMOVE) (E) 6"± (E) 2x12 @ 12" O.C. (E) 2x12 BLKG 8d @ 4" O.C. (E) 4x8 (E) 4x6 (FLAT) @ 8' O.C. (E) 4x6 (FLAT) @ 8' O.C. 1 S.W. P2 @ LOCATION OF S.W. -> PER PLAN. 5/8" GWB @ OTHER LOCATIONS. 2x6 #2 HF @ 24" O.C. > 1/2"0 A.B. PER S.W. TABLE 8d @ 4" O.C. .148" 0x3-1 /4"TOENAILS @ 4" O.C. (E) GWB (E) STL JOIST (E) COLD FORMED STEEL NON BEARING WALL REMOVE/REPLACE AS REQ'D FOR NEW OPENINGS (3)-#4 CONTINUOUS @ 3" O.C. • n ASSUMED (E) CONST. NEW BUILT UP ROOF SECTION OVER EXISTING ROOF SYSTEM 2x4 FLAT BLKG 2x8 FLAT BLKG EL = 19'-0" EL = VARIES s (2) .148"0x3-1/4" NAILS @ T&B A35 @ EA STUD REMOVE (E) EDGE EL = VARIES • / rff • (N) 2x6 #2 HF @ 24" O.C. TO (E) ROOF DECK 8d @ 6" O.C. 8d @ 6" O.C. 16" TJI 360 (E) 2x6 ON SLOPING RIM STL TRUSS TO REMAIN 16" TJI BLKG @ 24" O.C. ALIGN W/ STUDS - RUN FULL DEPTH OF PARAPET WALL (E) ROOF DIAPH. (E) MTL PANEL TO REMOVE S.W. P1 PER S.W. TABLE s (ATTACH TO METAL PANEL W/ #8 x 1" SCREWS IN LIEU OF 8d NAILS) P.T. PW BOTTOM 12" ASPHALTIC CONCRETE VARIES 2-1/2" (ASSUMED & VERIFY) (E) METAL PANEL NON LOAD BEARING WALL VERIFY CONN OF MTL PANEL TO CONCRETE IS IN ACCORDANCE W/ S.W. TABLE PER P1 S.W. FOUNDATION UNKNOWN 0'-0" EXTERIOR SOUTH WALL SECTION AnderscraCtiase A Structural Engineering Corporation TS12 @ EA STUD TS12 @ EA STUD EL = 19'-0" EL = VARIES .148"0x3-1/4" @ 8" O.C. (TYP) 2x4 BLKG ' 2x6 BLKG 8d @ 6" O.C. (N) 2x6 STUD WALL @ 24" O.C. • ii0O•. Ni•Oi•. • (N) FULL HT 2x6 #1 HF @ 16" O.C. RIGID INSULATION PER ARCH V 0- S.W. P1 PER S.W. TABLE p102010 MONOLITHIC CONCRETE PLACEMENT< 1/2"0 A.B. OR TITEN HD @ 16" O.C. W/ P.T. 2x6 PLATE IF LESS THAN 6" USE 12" P.T. PW @ BOT SIDEWALK ELEV VARIES - SEE i ARCH 2x6 BLKG EA STUD FOR TS12 STRAP CONT 2x10 W/ (2) 12-24 TEKS @ EA C4 1" (E) C4 @ N28" 0.C. TO REMAIN STL TRUSS TO REMAIN 2-1/2" (ASSUMED & VERIFY) (E) MTL PANEL TO REMOVE REVIEWED FOR IDE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 242017 PERMIT CENTER #4 x 16" @ 16" O.C. W/ SIMPSON EPDXY (2)-#4 CONT MATCH (E) FTG DEPTH (12" MIN) .0 0 0 (E) FOOTING (ASSUMED) 0'-0" (-1-) EXTERIOR NORTH WALL SECTION 1 n• 01L10 0 0 C) PROJECT NO. : 17.031 wz ISSUE DATE 0 N G\ W 5 cT C ...O • s LO N O 0 N O 3rtri 1O N 0 MI r:a L U Gi:4 N C W CP 2 PI L Q SUBMITTAL SET ONLY NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW. S4